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HomeMy WebLinkAboutSDP201800031 Plan - Revision (4th) Final Site Plan and Comps. 2019-08-09ffi'liwl PHASE 2 FINAL BLOCK SITE PLAN F, G, H, I, & J SDP2018-31 AUGUST 9, 2019 r.w- —� W- 4 try'+ ILL 1 . W • .r L T ., 1 f - _ - _ � .,,- ` _f+ .vim•'^ .-a.13�;."z'. 7 .. _ -- _ - _ r'' -. -1 r .•A;,a it Sri` -' MAIN ENTRANCE XJisNNA VILLA U VICINITY MAP: SCALE: 1 = 2,000' Keswick. 616 685 o EDG�NII.I-� 12 TM: 79 a c FtD GAMPBRANCN � / �� i IShadwell�TM: 80 $ C, 1 RED �OX.L i ,^ �/ �AY � �9< i �� 731 °�y. BROADMOOR�DR car: 00 732 �O V` j `� yZ�� �,� 7� I ` Milton �_- 0. �i Z T.HIS7L'E�DOwRD� i 0 ��� <.T.O� do BOB �• 'SDI FRNDOWN�=? �L 50 J T r 93 �UMP� KI �� O " 2F �/ `�� ` M. _ J NG N/� G ly 1 \ TM: 94 ''� 729 �� <,G//, Ql 2 ` r SRO �Q"� •2i 836 I . ON HILLS D 2000 ft STANDARDS AND SPECIFICATIONS: 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, LATEST EDITION. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2009. 8. VIRGINGIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. LEGEND W WATER LINE (EX. / PROP.) --------------....-- BOUNDARY/ RIGHT-OF-WAY LINE WV® WMO WATER VALVE / METER I.F. IRON PIN FOUND FHA-& FIRE HYDRANT I.S. IRON PIN SET YH-& YARD HYDRANT ..-....____________________________________ SETBACK LINE BOA® BLOW -OFF ASSEMBLY -- ------ EASEMENT LIMITS SS SANITARY SEWER LINE (EX./PROP.) CENTERLINE COo CLEANOUT 670 CONTOUR LINE (EX. / PROP.) MH MANHOLE <--3:1— <-2.50% DEGREE / DIRECTION OF SLOPE SD— STORM LINE (EX. / PROP.) 479.70 + SPOT ELEVATION DI F-'_01 STORM INLET HP HIGH POINT YD N YARD DRAIN LP LOW POINT DSo DOWNSPOUT DITCH / SWALE G GAS LINE (EX. / PROP.) WATER COURSE GV® GMO GAS VALVE / METER BM+ BENCHMARK OHE OVERHEAD ELECTRIC (EX. / PROP.) CG-2 VDOT STD. HEADER CURB UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG-6 VDOT STD. CURB & GUTTER PPj7 POWER POLE CG-12 VDOT STD. HANDICAP RAMP HC LP HANDICAP PARKING SYMBOL LIGHT POLE DIP DUCTILE IRON PIPE GUYe- GUY WIRE RCP REINFORCED CONCRETE PIPE EMS ELECTRIC METER CMP CORRUGATED METAL PIPE O TRANSFORMER PVC POLYVINYLCHLORIDE PIPE OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH -DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) VC VITRIFIED CLAY PIPE PED❑ UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED SWM / DWM o/n SINGLE / DOUBLE WATER METER TBT TO BE TRANSPLANTED GV p4 GATE VALVE TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY APPROVALS PLANNING/ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ACSA VDOT SHEET INDEX SHEET 2 NOTES SHEET 3 PRE -DEVELOPMENT CONDITIONS SHEET 4 PHASE 2 MASTER PLAN SHEET 5 AMENITY & RECREATION SPACE EXHIBIT SHEET 6 ROAD TYPICAL SECTIONS & DETAILS SHEET 7 DETAILS SHEET 8 ROUTE 250 IMPROVEMENTS SHEET 9-19 LAYOUT PLANS SHEET 20-22 SIGHT LINE PROFILES SHEET 23-26 ROAD PROFILES SHEET 27-37 GRADING & UTILITY PLANS SHEET 38 STORM AND SANITARY STRUCTURE TABLES SHEET 39-43 SANITARY SEWER PROFILES SHEET 44-47 WATERLINE PROFILES SHEET 48 SANITARY SEWER & WATERLINE DETAILS SHEET 49 WATERLINE DETAILS SHEET 50-60 LANDSCAPE PLANS SHEET 61 LANDSCAPE DETAILS SHEET 62 DRAINAGE AREA MAP SHEET 63 DRAINAGE CALCULATIONS SHEET 64-68 STORM DRAIN PROFILES SHEET 69 PARK IMPROVEMENTS PLAN SHEET 70 PARK IMPROVEMENTS PLAN SHEET 71 SUPPLEMENTAL SITE DETAILS SHEET 72 APPROVED CTM PLAN Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com eY P_T H OFV/'�c l �� v Alan G. ran klin Lic. No. 35326 4i O ss �. o N A L 2 rq �Z C� J � > W - � 1: W tdl > � ( �Q° w �zJ o �zQ V w \ m J _ a LL m KEY ISSUED: 08-09-19 SCALE: REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET O�72 GENERAL NOTES: PROFFERS: PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. COMMUNITY DEVELOPMENT AUTHORITY PARTICIPATION: TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL, UPON REQUEST BY THE COUNTY (SUCH REQUEST TO BE MADE BY THE COUNTY WITHIN 90 DAYS OF ZMA APPROVAL), PETITION FOR 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE AND CONSENT TO ANY LOT OR UNIT (AS THE CASE MAY BE) DESIGNATED ON THE APPLICATION PLAN FOR NON-RESIDENTIAL USES TO INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE PARTICIPATE IN A COMMUNITY DEVELOPMENT AUTHORITY ("CDA") ESTABLISHED PURSUANT TO SECTION 15.2-5152, ET SEQ. OF THE AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND WORK. CODE OF VIRGINIA ("CODE"). IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE CDA, IF CREATED, WILL BE CREATED FOR THE PURPOSE OF IMPLEMENTING TRANSPORTATION IMPROVEMENTS LOCATED ALONG ROUTE 250 EAST BETWEEN THE PROPERTY AND THE INTERSTATE 64 INTERCHANGE TO THE WEST. IN THE EVENT THAT A LOT OR THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN BUILDING, AS DESIGNATED IN THE FINAL AND APPROVED APPLICATION PLAN, CONTAINS BOTH RESIDENTIAL AND NON-RESIDENTIAL 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. UNITS, ONLY THE NON-RESIDENTIAL UNITS SHALL PARTICIPATE IN THE CDA. ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 2. CASH PROFFER FOR CAPITAL IMPROVEMENTS: IN ORDER TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. CONTRIBUTE CASH FOR EACH MARKET RATE RESIDENTIAL UNIT CONSTRUCTED WITHIN THE PROPERTY TO ALBEMARLE COUNTY FOR THE STATED PURPOSE OF EITHER FUNDING TRAFFIC IMPROVEMENT PROJECTS WITHIN OR IMMEDIATELY ADJACENT TO THE VILLAGE 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED OF RIVANNA AS IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM OR SCHOOL PROJECTS AT STONE-ROBINSON SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL DESCRIPTION. ELEMENTARY SCHOOL, BURLEY MIDDLE SCHOOL, AND MONTICELLO HIGH SCHOOL AS IDENTIFIED IN THE COUNTY SCHOOL'S CAPITAL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN IMPROVEMENTS PROGRAM. APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). THE CASH CONTRIBUTIONS SHALL BEAT THE FOLLOWING RATES: THREE THOUSAND, FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE SINGLE FAMILY DETACHED UNIT, THREE THOUSAND DOLLARS ($3,000.00) FOR EACH TOWNHOUSE UNIT OR OTHER SINGLE FAMILY TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND ATTACHED UNIT, AND TWO THOUSAND, FIVE HUNDRED DOLLARS ($2,500.00) FOR EACH MULTIFAMILY UNIT. RESIDENTIAL UNITS PAYING 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE WATER LINES, ETC. CASH IN LIEU OF AN AFFORDABLE DWELLING UNIT AS PROVIDED IN PARAGRAPH 9, AND OTHER AFFORDABLE DWELLING UNITS SHALL PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR SUCH APPLICABLE RESIDENTIAL DWELLING UNIT. THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO IF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSES WITHIN TEN (10) YEARS FROM BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE THE DATE OF THE ISSUANCE OF THE LAST RESIDENTIAL BUILDING PERMIT WITHIN RIVANNA VILLAGE, ALL UNEXPENDED FUNDS SHALL EXTENSION OF THE LINE. BE APPLIED TO ANY PUBLIC PROJECT OR PROGRAM SERVING THE VILLAGE OF RIVANNA. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ANNUAL ADJUSTMENT OF CASH PROFFERS. OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 10. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS BEGINNING JANUARY 1, 2014, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE MARSHALL AND SWIFT BUILDING COST 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION INDEX ("MSI"). IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF CHECKLIST. ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE PRECEDING CALENDAR YEAR AND THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS 3. ROUTE 250 AND EASTERN ENTRANCE IMPROVEMENTS: TO MITIGATE TRAFFIC IMPACTS, THE OWNER SHALL EITHER CONSTRUCT PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE LEFT AND RIGHT TURN LANES ON ROUTE 250 AT THE EASTERN ENTRANCE TO THE PROPERTY OR BOND THESE IMPROVEMENTS PRIOR BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. TO APPROVAL OF THE FIRST SITE PLAN OR SUBDIVISION PLAT FOR THE DEVELOPMENT. BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF THE OWNER SHALL INSTALL THE TRAFFIC SIGNALIZATION REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT") AT OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. VDOT UNLESS OTHERWISE NOTED. THE INTERSECTION OF ROUTE 250 FOR THE EASTERN ENTRANCE TO THE PROPERTY AT SUCH POINT IN TIME THAT VDOT TRAFFIC NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE SIGNALIZATION WARRANTS ARE MET AND VDOT REQUESTS THE INSTALLATION OF SUCH SIGNAL, PROVIDED THAT SUCH REQUEST DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. DEEMED TO BE THE LATER OF (1) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO RESIDENTIAL LOTS IN THE FINAL BLOCK PERMITTING RESIDENTIAL LOTS OR (11) THE DATE OF FINAL SITE PLAN APPROVAL FOR THE FINAL UNDEVELOPED BLOCK WITHIN THE PROPERTY. COMMENCING GRADING OF THE SITE.. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 4. INTENTIONALLY OMITTED. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY 3:1 OR BETTER ARE TO BE ACHIEVED. 5. CONSTRUCTION OF STEAMER DRIVE IMPROVEMENTS: THE OWNER'S OBLIGATION TO CONSTRUCT THE IMPROVEMENTS ON TMP REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS 093A1-00-00-00200, INCLUDING THE SIDEWALK AND PEDESTRIAN PATHWAY SHOWN WITHIN SUCH PARCEL ON THE APPLICATION PLAN, ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY SHALL BE DEEMED SATISFIED WHEN CONSTRUCTION IS COMPLETE OR IF THE OWNERS OF TMP 093A1-00-00-00200 DO NOT GRANT THE ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. REQUIRED EASEMENTS OR OTHER INTERESTS IN THE LAND SO AS TO PERMIT THE CONSTRUCTION AND MAINTENANCE OF SUCH 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM IMPROVEMENTS PRIOR TO COUNTY APPROVAL OF THE FINAL SITE PLAN OR SUBDIVISION PLAT FOR THE LANDS IMMEDIATELY DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. REQUIRED EASEMENTS ADJACENT TO THESE IMPROVEMENTS. FAILURE OF THE OWNERS OF TMP 093A1-00-00-00200 TO GRANT THE RE Q ASSISTING HIM /HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. SHALL NOT RELIEVE THE OWNER OF THE OBLIGATION TO PROVIDE STORMWATER MANAGEMENT FOR BLOCKS A AND H AND IF THE 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. REQUIRED EASEMENTS ARE NOT PROVIDED, ALTERNATIVE STORMWATER MANAGEMENT (TO BE CONSISTENT WITH THE STORMWATER 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR REQUIREMENTS FOR THE OVERALL PROJECT) WILL BE PROVIDED WHICH DOES NOT COMPROMISE THE DESIGN OF BLOCKS A AND H. SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE 6. CONSTRUCTION AND DEDICATION OF PARKS AND RECREATION IMPROVEMENTS: TO MITIGATE IMPACTS ON EXISTING PUBLIC ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES CONSTRUCTION INDUSTRY (29 CFR PART 1926). FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE COUNTY, ENGINEER, CONSTRUCT, AND DEDICATE IN FEE SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT SIMPLE TO THE COUNTY A PARK COMPRISED OF APPROXIMATELY 18.4 ACRES LOCATED IN BLOCK J AND PARK IMPROVEMENTS TO BE OWNERS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS LOCATED IN BLOCK J (THE "COMMUNITY PARK"). THE IMPROVEMENTS TO BE CONSTRUCTED IN BLOCK J ARE SET FORTH IN THE CODE OF DEVELOPMENT (THE "PARK IMPROVEMENTS"). THE PARK IMPROVEMENTS SHALL BE BUILT OR BONDED PRIOR TO THE ISSUANCE OF 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE THE CERTIFICATE OF OCCUPANCY FOR THE 137TH RESIDENTIAL UNIT WITHIN THE PROPERTY. EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. THE OWNER SHALL DEDICATE THE COMMUNITY PARK TO THE COUNTY UPON COMPLETION OF THE PARK IMPROVEMENTS OR EARLIER 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART UPON REQUEST OF THE COUNTY. IF DEDICATED PRIOR TO COMPLETION OF THE REQUIRED PARK IMPROVEMENTS, THE OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE RESPONSIBILITY FOR IMPLEMENTATION OF THIS PROFFER SHALL RUN WITH THE RESIDUE OF THE PROPERTY. THE OWNER AND THE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY ACKNOWLEDGE THAT THE COUNTY MAY ASSUME RESPONSIBILITY FOR MAINTENANCE FOR COMPLETED PORTIONS OF THE 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE COMMUNITY PARK PRIOR TO DEDICATION. THE OWNER AND THE COUNTY FURTHER ACKNOWLEDGE THAT THE OWNER PROFFERS THE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN TO FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE STRUCTURE. EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A COUNTY, ENGINEER, CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING BOUNDARY LINE OR A NATURAL WATERCOURSE. APPROXIMATELY 13.26 ACRES IN THE AGGREGATE AS SHOWN ON THE APPLICATION PLAN (THE "LINEAR PARK AREAS"). THE OWNER 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION SHALL DEDICATE INDIVIDUAL PORTIONS OF THE LINEAR PARK AREAS UPON THE COMPLETION OF SUCH AREAS AS THEY ARE CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE CONSTRUCTED AS PART OF THE IMPROVEMENTS WITHIN THE BLOCK WITHIN WHICH THE AREAS ARE LOCATED, OR LATER AS MAY BE CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN REQUIRED BY THE COUNTY. PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS OF EROSION CONTROL MEASURES. THE OWNER SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, IF THE LAND TO BE DEDICATED TO THE COUNTY FOR EITHER THE COMMUNITY PARK OR THE LINEAR PARK AREAS IS NOT DEDICATED BOND. AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. AS PART OF A SITE PLAN OR SUBDIVISION PLAT, THE OWNER SHALL PAY THE COSTS OF SURVEYING THE LAND AND PREPARING THE DEEDS OF DEDICATION. THE OWNER SHALL CONSTRUCT THE TRAILS THROUGH THE LINEAR PARK AREAS WITHIN TWELVE (12) 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT MONTHS AFTER THE APPROVAL BY THE COUNTY OF THE FIRST SUBDIVISION PLAT OR SITE PLAN APPLICABLE TO ANY PORTION OF A BLOCK WITHIN WITH THE TRAILS ARE LOCATED. SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO CG-9(A, B OR C). BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 7. ROUTE 250 LANDSCAPE BUFFER AND RIGHT OF WAY DEDICATION: TO ESTABLISH A LANDSCAPED BUFFER ALONG THE ROUTE 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY STANDARD PE-1. MINIMUM SEVENTY (70) FOOT RESERVATION ZONE (THE "RESERVATION ZONE" AND THIRTY (30) FOOT LANDSCAPE BUFFER ALONG AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ROUTE 250 (THE "LANDSCAPE BUFFER") AS SHOWN ON THE APPLICATION PLAN, THE USE AND MAINTENANCE OF WHICH IS DESCRIBED 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL IN THE CODE OF DEVELOPMENT. THE RESERVATION ZONE AND LANDSCAPE BUFFER SHALL BE RESERVED FOR PUBLIC USE AND 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. DEDICATED UPON THE REQUEST OF THE COUNTY, SUBJECT TO THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN OF THE RESERVATION ZONE AND THE LANDSCAPE BUFFER, THE OWNER SHALL MAINTAIN THE EXISTING VEGETATION WITHIN THE STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT RESERVATION ZONE AND LANDSCAPE BUFFER SUBJECT TO THE FOLLOWING CONDITIONS: (A) THE OWNER RETAINS THE RIGHT TO FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL REMOVE TREES AND UNDERGROWTH WHERE NECESSARY TO MAINTAIN A GROOMED EDGE IN THE RESERVATION ZONE; (B) THE 21. ALL CURBING SHALL BE VDOT STANDARD CG-2, CG-6, CG-3, OR CG-7 AS NOTED ON THE PLANS. AND VOID. TERMS OF THE CODE OF DEVELOPMENT OF THIS PROFFER STATEMENT; (C) ANY REQUIREMENTS OF THE COUNTY ARCHITECTURAL REVIEW BOARD; AND (D) ANY DISTURBANCE REQUIRED AS PART OF ANY IMPROVEMENTS BEING MADE TO ROUTE 250 OR 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONSTRUCTION OF THE ENTRANCE TO THE PROJECT FROM ROUTE 250. UTILITIES ALLOWED IN THE RESERVATION ZONE AND LANDSCAPE BUFFER ARE LIMITED TO THOSE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT (OR DESIGNEE) THAT DO REDUCED TO 16' WHERE A 2' OVERHANG IS POSSIBLE. CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING REQUIREMENTS. STANDARDS FOR LANDSCAPING WITHIN THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE 23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR DEVELOPMENT IS SUBJECT TO ARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECT TO ARB REVIEW, AND SPECIFIED. CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOONER, IF DESIRED BY THE OWNER). NOTHING ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. HEREIN SHALL PRECLUDE THE OWNER OR DESIGNEE FROM ADDING LANDSCAPING TO THE LANDSCAPE BUFFER PRIOR TO THE 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE PROJECT FROM ROUTE 250 AS NEEDED IN THE BE 8' X 18' AND ADJACENT TO A 5' X 18' PAINT -OUT AISLE OR A 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE ACCESSIBLE SPACES. VDOT FOR PUBLIC ROADS. HOMEOWNERS' ASSOCIATION OF RIVANNA VILLAGE. 25. LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION IMPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATION ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". THE COUNTY TO NO LONGER DO SO; PROVIDED, HOWEVER, DURING THE PERIOD OF OWNER MAINTENANCE, THE OWNER SHALL ENJOY 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE, N UTILITIES AND/OR OTHER PURPOSES DESCRIBED IN THE CODE OF DEVELOPMENT. UPON BEING REQUESTED BY THE 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO COUNTTYY COTO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF PARKING SPACES. CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTENT REQUESTED BY THE COUNTY, ALL IMPROVEMENTS CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY WAIVERS (ZMA 2013-00012) APPROVED BY BOS 07/09/14: TRAVELWAYS SHALL BE 12' WIDE. 8. LANDSCAPE BUFFER ALONG GLENMORE WAY: TO MITIGATE IMPACTS TO GLENMORE WAY, THE OWNER SHALL PROVIDE A 1. SECTION 4.6.3.X. -- LOTS, YARDS, ADJACENT TO STREETS, ALLEYS AND SHARED DRIVEWAYS MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY AS SHOWN ON THE APPLICATION PLAN AND REGULATED 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO BY THE CODE OF DEVELOPMENT. EXCEED 2% IN ANY DIRECTION. 2. SECTION 4.11.1 -- COVERED PORCHES 9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL 30. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 3. SECTION 4.11.1 AND 4.11.2 -- STRUCTURES IN REQUIRED YARDS AND ACCESSORY STRUCTURES RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF FOR -SALE AND/OR FOR -RENT UNITS, SUBJECT ALWAYS TO 4. SECTION 4.12.9 STREET AND ALLEY PARKING THE TERMS AND CONDITIONS CONTAINED HEREIN (THE "AFFORDABLE HOUSING REQUIREMENT"). A SITE PLAN OR SUBDIVISION PLAT 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PARAGRAPH 9, 5. SECTION 4.12.13 -- LOADING AREAS. THIS WAS APPROVED FOR BLOCK E IN THE 2007 REZONING, WHICH IS NOW IDENTIFIED IN THE 2013 INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN. THE OWNER SHALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC. IF REQUIRED) PER VDOT STANDARDS. REZONING AS BLOCK D. AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCKS WHERE THE AFFORDABLE UNITS WILL BE LOCATED. THE SUBSEQUENT OWNER/BUILDER SHALL CREATE UNITS AFFORDABLE TO HOUSEHOLDS WITH INCOMES LESS THAN EIGHTY PERCENT 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT 6. SECTION 4.12.4 -- PARKING AREAS. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D (80%) OF THE AREA MEDIAN INCOME SUCH THAT HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE 7. SECTION 4.12.6 -- MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D. HOMEOWNERS INSURANCE ("PITI") DO NOT EXCEED THIRTY PERCENT (30%) OF THE GROSS HOUSEHOLD INCOME. ADS N-12 OR EQUAL W/ VDOT STANDARD PB-1 BEDDING. 8. SECTION 4.15.5.3 -- ALLOWS FOR SIGNS IN THE PUBLIC RIGHT OF WAY. A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS 9. SECTION 4.15.11 --SETBACK REQUIREMENTS FOR SIGNS IN NMD ZONING DISTRICTS. DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' 10. SECTION 4,16 -- RECREATIONAL AREA REGULATIONS NINETY (90)-DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNIT(S) K' COPPER TUBING. WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE 11. SECTION 4.17.4(B) -- LIGHTING STANDARDS. CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED 35. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM PURCHASER DURING THE NINETY (90)-DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE 12. SECTION 14-233 - PRIVATE STREETS UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). THIS PARAGRAPH SHALL APPLY ONLY TO THE FIRST SALE OF EACH OF THE FOR -SALE AFFORDABLE UNITS. 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL 13. SECTION 14-409D -- COORDINATION AND EXTENSION OF STREETS. SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE B. FOR -RENT AFFORDABLE UNITS. APPROPRIATE. 14. SECTION 14-422 --SIDEWALKS AND PLANTING STRIPS 15. SECTION 4.16.2 -- MINIMUM RECREATIONAL FACILITIES (1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, ELEVATIONS. TRIP GENERATION ESTIMATES: THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSE OF "NET THIS PROFFER STATEMENT, THE TERM RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS. REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN THIS PARAGRAPH 9B SHALL APPLY FOR A PERIOD OF FIVE (5) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. CODE LAND USE AVG. WEEKDAY TRIPS ADJ. STREET PEAKS SATURDAY SUNDAY ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTIL THE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS (PER UNIT) AM (PER UNIT) PM (PER UNIT) QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY, FARMERS HOME ADMINISTRATION, OR 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM"). 210 SINGLE-FAMILY DETACHED 9.57 0.75 1.01 10.1 8.78 (2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED 86 823 65 87 869 755 AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN CORRESPONDING ELEVATIONS. ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -RENT AFFORDABLE UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY 230 CONDOMINIUM / TOWNHOUSE / DUPLEX 5.86 0.44 0.52 5.67 4.84 BY THIS PARAGRAPH 9B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL 100 586 44 52 567 484 UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 412 COUNTY PARK (PER ACRE) 2.28 0.02 0.09 12.14 4.13 THIS PARAGRAPH 9B HAVE BEEN SATISFIED. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY 31.74 72 1 3 385 131 (3) REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY TRIPS GENERATED (PHASE 2) 1,409 109 139 1,436 1,239 FOR EACH FOR -RENT AFFORDABLE UNIT, THEN THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION, DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL PROVIDE THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA HAS INSTALLED GENERAL SERVICE. PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE. 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. C. CASH IN -LIEU OF AFFORDABLE UNITS. NOTHING HEREIN SHALL BE CONSTRUED TO PROHIBIT THE OWNER FROM PROVIDING CASH TO THE COUNTY FOR AFFORDABLE HOUSING INITIATIVES IN LIEU OF CONSTRUCTING ALL OR SOME OF THE AFFORDABLE HOUSING UNITS WITHIN THE PROJECT THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING REQUIREMENT. IN THE EVENT THAT THE OWNER ELECTS IN ITS DISCRETION TO PROVIDE CASH TO THE COUNTY AS AN ALTERNATIVE TO CONSTRUCTING ONE OR MORE OF THE AFFORDABLE DWELLING UNITS THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING REQUIREMENT, THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY-ONE THOUSAND, ONE HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF CONSTRUCTING EACH SUCH REQUIRED AFFORDABLE DWELLING UNIT. SUCH PAYMENT SHALL BE MADE AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF CONSTRUCTING AFFORDABLE HOUSING IS MADE. ANY UNIT FOR WHICH SUCH CONTRIBUTION IS MADE TO THE COUNTY SHALL COUNT AS AN AFFORDABLE DWELLING UNIT FOR PURPOSES OF THIS PARAGRAPH 9 AND ALSO FOR PURPOSES OF PARAGRAPH 2. 10. CONSTRUCTION TRAFFIC MANAGEMENT PLAN. PRIOR TO, OR IN CONJUNCTION WITH, SUBMITTING THE FIRST INITIAL SITE PLAN, EROSION AND SEDIMENT CONTROL PLAN, GRADING PLAN, PRELIMINARY SUBDIVISION PLAT OR, IF A PRELIMINARY SUBDIVISION PLAT IS NOT SUBMITTED, THE FIRST FINAL SUBDIVISION PLAT, THE OWNER SHALL SUBMIT A CONSTRUCTION TRAFFIC MANAGEMENT PLAN (THE "CTM PLAN"). THE PURPOSE OF THE CTM PLAN SHALL BE TO MINIMIZE CONFLICTS BETWEEN CONSTRUCTION VEHICLES RELATED TO DEVELOPING THE PROPERTY AND PEDESTRIANS, CYCLISTS, EQUESTRIAN RIDERS, AND MOTOR VEHICLES ON GLENMORE WAY AND AT THE INTERSECTION OF GLENMORE WAY AND THE CONSTRUCTION ENTRANCE TO BE ESTABLISHED AT MAIN STREET, AS DEPICTED ON THE APPLICATION PLAN, WHILE THE PROPERTY IS BEING DEVELOPED. THE CTM PLAN SHALL INCLUDE THE FOLLOWING ELEMENTS: A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY FROM ROUTE 250 TO MAIN STREET. THE LOCATION, WIDTH AND DESIGN OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY'S DIRECTOR OF COMMUNITY DEVELOPMENT (THE "DIRECTOR"). IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME AND NATURE OF THE EXISTING USE OF GLENMORE WAY BETWEEN ROUTE 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND EQUESTRIAN RIDERS, THAT THE PATH DEPICTED ON THE APPLICATION PLAN WITHIN THE 70-FOOT WIDE BUFFER MAY SERVE AS THE SHARED USE PATH, BUT THAT PATH IS LATER DETERMINED (PRIOR TO THE END OF THE TERM OF THE CTM PLAN, AS ESTABLISHED THEREIN) TO BE INADEQUATE TO SERVE ALL USERS, THE OWNER SHALL ESTABLISH A SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR AS PROVIDED HEREIN. B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT"), INSTALL SUCH SIGNAGE AS DETERMINED TO BE NECESSARY BY THE DIRECTOR. C. ESTABLISH AN ASPHALT -PAVED CONSTRUCTION ENTRANCE TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE SUFFICIENT TO ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE PROPERTY, TO REDUCE DUST, SOIL, SAND, MUD, GRAVEL, AND OTHER SUBSTANCES BEING DEPOSITED ON GLENMORE WAY, AND TO ACCOMMODATE A CONSTRUCTION VEHICLE WASH -DOWN AREA. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR. D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE. THE WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER SUBSTANCES FROM ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE BEFORE IT ENTERS ONTO GLENMORE WAY FROM THE PROPERTY. THE WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR. E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE AT ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE WAY. F. CLEAN THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE EVERY EVENING OF EACH DAY DURING WHICH CONSTRUCTION ACTIVITY OCCURS ON THE PROPERTY, IF NECESSARY, TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER SUBSTANCES FROM THE ROAD. G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION ACTIVITY FOR THE UPCOMING WEEK. THE OWNER SHALL OBTAIN APPROVAL OF THE CTM PLAN BY THE DIRECTOR BEFORE THE COUNTY APPROVES ANY GRADING PERMIT FOR THE PROPERTY AND SHALL SATISFY AND THEREAFTER CONTINUE TO SATISFY ANY APPLICABLE REQUIREMENT OF THE CTM PLAN BEFORE THE FIRST CONSTRUCTION VEHICLE ENTERS THE PROPERTY, EXCEPT AS NECESSARY TO SATISFY A REQUIREMENT OF THE CTM PLAN ITSELF SUCH AS ESTABLISHING THE MAIN STREET CONSTRUCTION ENTRANCE UNTIL AN ENDING DATE OR EVENT AS PROVIDED IN THE CTM PLAN. ANY APPROVAL OF THE DIRECTOR REQUIRED BY THIS PROFFER SHALL BE MADE ONLY AFTER CONSULTATION WITH THE OWNER THE COUNTY ENGINEER AND VDOT. THE TERM "CONSTRUCTION VEHICLE" INCLUDES BUT IS NOT LIMITED TO ANY TRACTOR TRUCK TRACTOR TRUCK/SEMITRAILER COMBINATION TRACTOR TRUCK/TRAILER COMBINATION DUMP TRUCK, CONCRETE MIXER TRUCK, LAND MOVER, BULLDOZER, FRONT-END LOADER, GRADER, PACKER, POWER SHOVEL, OR CRANE, BUT DOES NOT INCLUDE ANY PASSENGER CAR, PASSENGER TRUCK (SUCH AS A PICK-UP TRUCK), OR MOTORCYCLE. IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 250 AT BUTTERFIELD LANE AS SHOWN ON THE APPLICATION PLAN, OR ANY OTHER LOCATION, FOR CONSTRUCTION VEHICLE USE, THEN ALL CONSTRUCTION TRAFFIC FOR THE PROJECT SHALL THEREAFTER USE THAT ENTRANCE FOR ENTERING AND EXITING THE PROPERTY INSTEAD OF GLENMORE WAY, AND THE CTM PLAN SHALL AUTOMATICALLY TERMINATE. NOTWITHSTANDING THE FOREGOING SENTENCE TO THE CONTRARY IF BLOCK A AS SHOWN ON THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VDOT ISSUES SUCH AN ENTRANCE PERMIT FOR CONSTRUCTION VEHICLE USE, THEN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK A MAY NEVERTHELESS CONTINUE TO USE GLENMORE WAY, AND THE APPLICABLE PROVISIONS OF THE CTM PLAN SHALL REMAIN IN EFFECT WITH REGARD TO SUCH CONSTRUCTION VEHICLE USE UNTIL THE COMPLETION OF BLOCK A. - SEE SHEET 72 PROJECT DATA: DEVELOPER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510, 757-282-1020 CONTACT: TIM CULPEPPER PROPERTY OWNER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510, 757-282-1020 CONTACT: TIM CULPEPPER TAX MAP / PARCEL #: 93A1-4 PROPERTY ADDRESS: 3500 STEAMER DRIVE PROPERTY SIZE: TOTAL = 94.76 ACRES ZONING: NMD (AS OF 07-09-14 - ZMA #2013-0012) MAGISTERIAL: SCOTTSVILLE COMPREHENSIVE PLAN: TOWN/VILLAGE CENTER PERMITTED DENSITY: MAX. 400 UNITS = 4 DU / AC (SEE SHEET 4) PROPOSED # OF UNITS: 184 UNITS IN PHASE 2 + 107 UNITS IN PHASE 1 = 291 UNITS (SEE SHEET 4) DRINKING WATER NONE WATERSHED: PROFFERS: SEE "PROFFERS" ON THIS SHEET FOR DETAILS RIVANNA VILLAGE AMENDED AND RESTATED CODE OF DEVELOPMENT DATED JUNE 9, 2014 WAIVER / VARIANCE SEE "APPROVED WAIVERS" ON THIS SHEET REQUESTS: CODE OF DEVELOPMENT VARIATION REQUEST FOR 5' SIDE ALLEY SETBACK AND 5' REAR SETBACK SURVEY SOURCES: BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205 TOPOGRAHPHIC SURVEY: LOUISA AERIAL SURVEYS, 2008 (540) 967-1499 FIELD VERIFIED BY ROUDABUSH, GALE & ASSOCIATES + ALAN FRANKLIN PE, LLC FEBRUARY 2018 DATUM: VERTICAL: NAVD88 HORIZONTAL: NAD83 BENCHMARK: VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250 N 3,890,142 E 11,520,058 ELEV. 416.195 100-YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100-YEAR FLOOD PLAIN PER FEMA MAPS 51003CO295D, 02/04/2005 AND 51003CO325D, 02/04/2005 SETBACKS: 10' FRONT SETBACK 5' REAR SETBACK 5' SIDE SETBACK (SEE TABLE ON SHEET 4) MAX. NUMBER OF NOT APPLICABLE WITH THIS PHASE EMPLOYEES: MAXIMUM BLDG. HEIGHT: SEE TABLE ON SHEET 4 PHASE 2 PARKING REQUIREMENT RESIDENTIAL # UNITS REQ'T REQUIRED PROVIDED SFD HOMES (2 CAR GARAGE + DRIVEWAY) 84 2 168 168 VILLAS (2 CAR GARAGE + DRIVEWAY) 37 2.25 84 84 TOWNHOMES (1-CAR GARAGE + DRIVEWAY) 21 2.25 48 42 ON LOT+ 6 GUEST SPACES ON STREET TOWNHOMES (CONGREGATE PARKING LOT) 42 2 84 87 COMM. PARK (SUBJECT TO ZONING APPROVAL) # UNITS REQ'T REQUIRED PROVIDED PAVED TRAILS (10 PER) 1 10 10 MULTI -PURPOSE LAWN & PLAYGROUNDS (1/600 SF) 24,860 1/600 41 PLAYFIELD (24/FIELD) 1 24 24 PAVILIONS - ASSEMBLY (1/75 SF) 1,728 1/75 23 DOG PARK (10 PER) 1 10 10 108 122 (1) (1) PARKING FOR THE COMMUNITY PARK TO BE ACCOMMODATED FOR WITH ON STREET PARKING ON THE PROPOSED NEIGBHORHOOD STREETS IMMEDIATELY ADJACENT TO THE PARK AND ON THE PROPOSED NEIGHBORHOOD STREETS WITHIN 1/8 MILE OF THE COMMUNITY PARK ACCESS POINTS. ON -STREET PARKING SPACES THAT ADDRESS PARK PARKING REQUIREMENT MARKED "#P" ON PLANS. PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS, LINEAR PARK WITH TRAILS, AND MAIN PUBLIC PARK (SEE PLANS FOR DETAILS) AREA STATISTICS: PHASE 2 LAND COVERAGE DATA AC TOTAL AREA IN PHASE 2 63.01 AREA OF R/W DEDICATED ALONG RTE 250 0.14 NET AREA IN PHASE 2 (100%) 62.87 IMPERVIOUS AREAS (17.53 AC - 28%) ROADWAYS & RELATED SIDEWALKS 6.75 PARK / RECREATIONAL IMPROVEMENTS 1.28 ON -LOT IMPROVEMENTS 9.50 PERVIOUS AREAS (72%) 45.48 AMENITY & GREEN SPACE: SEE SHEET 5 LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN SHEETS 50 - 60 ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o���P_T H OF Ir,�G' o�� �� . C-) v Alan G. Franklin of � Lic. No. 35326 W O �Q , T -, FssNAB ./ 0 �" FO,l =w (D a Z U, QY (.D O = � J J � m N > Z W D Q O a z w 0� J O z< ui J \ m 0-J J _ a w �y J Q z L.L KEY W O z J a w z w CD ISSUED: 08-09-19 SCALE: - REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OTHER PLANS REFERENCED: WPO201800007 - RIVANNA VILLAGE - AMENDMENT 1 AND PHASE 11 - APPROVED 05/09/2018 OF 721 \ l I / � — I \ /' � \ ( (- i 1 - — -- — \ — —_ - \ _ _ \ I / 0 —/ / \— /\� �,, / _ 419 -- ——_� �\ — �J // \\ \� PHONE \ 1 . 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I \ / / / � — \ / / / / // / / --- \ / \\------_ \� / / / / ♦ • / / �/ i / — �s2o \ \ \ \ \ \ / \\ \ \ \ \ \ //i / / / // /. / 1 / \ // \ / / �/ / / / \ \ / — — / / / / / / /. / / ztao \. \ \ \ \ . \ i // / / / / \ / 1 I I I / , . / \ / \ — / // \ �\ \ \\ \ \ /./ � //// \ \ �/ / / , l \ I \ 1 I / / / / / \ --A�CSA/G�EI� ORE ASSO . / / / / // / //i / /ram_ / %/ . \ �\ \\ 1 . \ \ \ \ //// / / // // / / Ir ( / I I I I I I / / , /, , / \ _---__ / , / / / / // / //// —; CB I �e .� . �\ \\\\\ \ \ \ \ . \ / / /- // \\ ` �' I / / I 1 / — — _ _ /. / //. / / -- I I I / - - - - BAN EWER REE N-T - I / / / / / i / _ -1 /. . / // _ \ \\ \\ \\ \ . \ \ \ \ \ \ / . / / / / \ / I 1 / ) I _ _ �11 LLMITS \ \ \ / / / � I \ \ / / ( I / I I - / / \ \\ /---—38a,\\ \ // �' / ///ii/�/ /� �'��� �l /./i // ' � _ � \ ��\\\�\\\\\'\\ \ \\ \`\. \ \ / / //. // /I / I ( I I \\ —_ / 1 i ` \ / I / / — / / \ _ /----- \ / / / / /// / / 1 / \ \ \. \ \ /,/ 1 I I l I I \ / I / I I \ — ( I / - - - - \ \ \ \ \ \ _ _ _ - / / / / // j / / /��� �` \ / / . / / / \ \ \ \ \ \\ \\ \\\\\ . \y \ \ \ ` . � / / / / / I I 'II. k \ \ 1 / / / / I I I \ \ \ \ \ I I 0 (50' 100� , / ,200'// / / - - _ - 400' . ►Ian Franklin PE, LLC Civil and Site Flan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.corn e ��P�IrT H DF 7�C�I " Alan G. Franklin [ if � Lic. No. 35326 IJ o 44j. Fss / o ��� _ NAB _ 0 =w � �Q U, z Q Y (D � J> iJ m N > Z W D Q O a_z0 Of J O 0� 2 LL < < Lu � � En J Q W H Cn J Q Z L.L KEY ISSUED. 08-09-19 SCALE: 1" = 100' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/I9 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 721 11 'r // I , ( ) I /, �� l' -_ \ - AFFORDABLE UNITS: � I - - I\ l I , _ _ _ AFFORDABLE HOUSING BY BLOCK / - - _ ��-; /i,/ ;I'/ � - - - - - ::�-- - ___ _:�L tv� -- _ ��,�yo - T�__ �� -_ i _� _ -- - ` / Zq�Lgo/ TA F-,/ _ _ ^, a _ - \ \ _ ems-_ VG, <,9^ ' - _ v _ _ � / �S' - ' - � - I , I / / - - - - ; =�_ ,o </TFFT ' p -. ) / / - �_ / / ��� �� ��-�--_--C S� / � / / / - -- I �� - - �° /, � / - , - �- - - -- _ / / /J - � _ �V - / ,v �_ � � / � � � _ 11 ✓ ' / / 1\ \\ __ .1 i a_ --- / //� / / /�/ / \ 1` - ) - /� ( __ _21 � ` � / NEIGHBORHOOD BLOCK PROPOSED UNITS AFFORDABLE REQUIRED AFFORDABLE UNITS REQ. AFFORDABLE UNITS PROVIDED A 31 15% 5 0 B 17 15% 3 0 C 32 15% 5 0 D 8 15% 1 0 E 13 15% 2 0 F 12 15% 2 0 G 42 15% 6 0 H 4 15% 1 1 0 1 75 15% 11 1 0 J 57 15% 9 1 0 K 0 15% 0 1 0 - - - / / / 1 / / �� / = 15% / / / T I / / ` / / TOTAL UNITS 291 44 0 (1) �O �I _ _ _ _ \ \` \- < � , / \ - _- I =// __, t / 1. THE OWNER INTENDS TO CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF / l \ _ E QRI \ � k T 15 - � % , / I /` - -` - / TWENTY-ONE THOUSAND, ONE HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF 1l79D 9 I -MAGRUDER GORE 8 / / I --- - / / / \ �, _ q. / / / � *- R CONSTRUCTING EACH REQUIRED AFFORDABLE UNIT. SUCH PAYMENT SHALL BE MADE i .�, ' / v ' ,v - _ / ,� / TMP 79D-11 / -_ - -_��� �_,� R. GREGORY A� AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR ISSUANCE OF THE ,' / , � , E � ,, '�, ,; _D8.-368, P. 175 � /RESIN - TIA I t ; i � , I �'� - -�- '`�_ 2s ��^^ RESIDENTIAL AG UDER " _ `J V / ¢B 3 7 MAGRUDER - _ _ �,Q CERTIFICATE OF OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF /' / / / \� I \ r I TMP 79D-19 a\`-(4��114 CONSTRUCTING AFFORDABLE HOUSING IS MADE. LOTS FOR POTENTIAL AFFORDABLE - \ / / / / / TMP 79D-10 / I E .L�NTIAL � I R. GREGORY - ' p UNITS ARE MARKED WITH AN' ON SHEET THIS SHEET. i i / x : ,, \ \ R. GREGORY B. 368, P. 175 / I - MAGRUDER -�_ / J �+�+ / / l �� , , MAGRUDER / I � TMP 79D-18 � - v1 PROPOSED 720' LANE TRANSITION TO EXISTING // R€SIDENTIAL R. / v� / �\ ,� RESIDENTIAL / \ B` 368 P. 175 U/" 'R. GREGORY - ��� O: (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) , / � � � l � i � DB. 368, P. 175 ,_ , ' v � - MAGRUDER � V v C V I l Zq v RESIDENTIAL // �'9y I / / y L r � C' O \ DB. 68, P. 175 - O / / ( " / / ) I < 'S'q0 ✓T \ \ TMP 79D-17 \ /, Z,9'S'gb/ 1j -9�o / M ' / I % i OS /ILL, <,9� \ \ +/ R. GREG ORY �OSC �,<.9� / � / // I ' , f N \ \` - /,_ Cgo�C S,S, MAGRUDER \ \\\ \ qA LT S.S:' I I � '- � I _ A - - �/ /� . I F /� /// ' v �, " �A� N/T F/1 1 . v / �/ RESIDENTIAL o '� A�q /Ty�j �. i / /� I I Imo/ ,\ _, \, q,L \ /_1 ,P. Sys � ,� y \ I '�. ° 1 ✓ / TMP - 6 sy e �cc /' I 1 ..°° - /_ 79D 12 1 FT // , ,\ // / >8 TMP 0-,46B . �c�T �� \ \ / D 17 ' �; I :� - \ / l , I- _ - T u'/ / S 8 ,. 70 RESERVED ZONE I i I I II I - \ R. GREGORY S / 1 / U SHIOLETT 7 1-1 \ \ - - -_ A / / E/� \ j 30 LANDSCAPE BUFFER EASEMENT °° \ _ I I I, - / - MAGRUDER V _ i \ \ _ RESIDENTIAL / \ \\ - / 4 w D . 141 �P61 \ I I / I 1 BLOCK_ B - I , , \ _ __- \ I I Vx L \ " . ` ' 11 \ .� °o° .- -_ 8. 368, P. 175 / //R�6`REG01R\Y - � � i TMP 79D-16 IEGORY 5/ ,. \ _ - `\ \ \ \, \\ - \ - i I \ / 1 -- 1 I ,, y \ - _ - /) MAGRUDER \ / I MAGRUDER / \ \ _ I RESIDENTIAL \ _ I / w ") I I I I it , I I \, RESIDENTIAL o / l� � \\ / \ - I \ I I, DB. 36' , P. 175 / � / WETLANDS, � / � � � � ` \ o I I I I - - \ a� \\, DB. 368, P. 175 \ �_ / ` I - / % � / \\ ` \ - - \ I _ TYP. J / li i / /: e^° \MP LSD-�5 I I 1 =15 \, - \ - - / I // / I / I v i " - v `� \ / �// / ;,w v / R. GRE ORY �I ill IIIgI I 1 / °II �' /�v - - ( -f� TMP 79D 14 v v I I_° . -� __ s - AA \ - -- M/ \ `` \ o \\v R. GREGORY I I , \ MAGRUDER I-16' v J I ✓ BUCK °o° _°° 00 - MAGRUDER R iQENTr L 1 � _ - - w � °=°tea e / �, I-17 \ _- i � I / - -f- - w s sT' EAM r o °�°.,I „ RESIDENTI�I \ - - � Q 368, P. 1 5 / TT`` I I / I1111 w ,� , . 3 M M \ l _ DB 68 P._71/b _ / l I / x \ /` - - / \ a / , \ / - aaa \ / _ „ / O 7 - \ I / I BLOCK E Y > A - _ _ I µ' i ^ I E 120 \ \ \ G6 \ , 1 ,� \ / /;' „ p 1-39 /" <. A \ q % �� / I21 v 3 3 ` � G-8 \ "/ -7 Oj A / / \4/1 , ° \ , 1 / G 1 ^, S \ Y L �n _�_ \\I- !1111111111111111 M � \ iiiiiiiN IIIIIIIIIIIIIIIIIIIIIII 7-/ 0 50' 100, 200' 400' DENSITY BY BLOCK: RESIDENTIAL DENSITY DATA BY BLOCK BLOCK A BLOCK B BLOCK C BLOCK D BLOCK E BLOCK F BLOCK G BLOCK H BLOCK I BLOCK J CODE OF DEV. AC. CURRENTAC. % CHANGE DENSITY RANGE PROPOSED UNITS 9.80 9.91 1 10 - 41 6.76 6.71 <1 8 - 35 4.66 4.64 <1 8-50 2.39 2.40 <1 0 - 80 2.76 2.84 3 0 - 36 1.62 1.61 <1 0 - 24 5.62 5.66 <1 13 - 45 2.03 1.81 11 0-12 21.90 21.57 < 2 - 40 90 31.22 31.47 <1 30 - 80 TOTAL DENSITY RANGE REQUIRED BY CODE OF DEVELOPMENT 31 17 32 8 note 1 13 12 note 2 42 4 75 57 291 275-400 1 A PORTION OF BLOCK D WAS DEVELOPED AS 8 RESIDENTIAL UNITS AS PART OF PHASE 1. THE REMAINING PORTION OF BLOCK D THAT IS INCLUDED IN PHASE 2 IS NOT BEING PROPOSED FOR DEVELOPMENT AT THIS TIME. A MIXED -USE BUILDING(S) MAY BE PROPOSED LATER, WHICH WOULD ADD RESIDENTIAL DENSITY AS WELL AS THE MINIMUM REQUIRED 20,000 SF OF NON-RESIDENTIAL USES. 2 A PORTION OF BLOCK F WAS DEVELOPED AS 6 RESIDENTIAL UNITS AS PART OF PHASE 1. AN ADDITIONAL 6 RESIDENTIAL UNITS ARE PROPOSED AS PART OF THE PHASE 2 DEVELOPMENT. PROPOSED 200' LEFT TURN LANE AND 200' TAPER Z (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) , PROPOSED 200' RIGHT TURN LANE AND 200' TAPER Z (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) PROPOSED PHASE 2 NEIGHBORHOOD ENTRANCE TO ROUTE 250 (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) PROPOSED 200' LEFT TURN LANE AND 200' TAPER (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) , �� ' V v - �/ / 70' RESERVED ZONE / 30' LANDSCAPE BUFFER EASEMENT > /)/ TYP. IN T, 11 - \ O / /" \ - ,, S v c _ ,. � � 1, �. _ -,... � _ ., - ��, 122 O / i .) I/ I - �/ -,/ F I-40 / \ \. - P // / j Iam r�r. I A j /* i�/ v- \� _ � / \ \ , . >. ♦ ;' y am" -1 F� � , / O / F > 1 / / \ �, CL r �,c % 3 , 1 41 f"-�4 \ Y ti �I ,< i \ \ . Y / I V G 26 r 11 - _ \ \ {C" / IGHT L-I / \: l� � r� /, ,. oo. *L, j j\ G 17- >- - GUEST PARKING,- ,>. \ , /I \ O < r G28 ♦ I42 I / ! \` \, ,- \ - \ - -t- o -G._1 TYP: ,.,/( I , ._ _ BL � � I � a°o e . � � , -� LOCK �, � � _ \ � •�� _� ��.� SS ^ a \ I � - - - \ ? f \ _ , / 1 ,/ �� �, � \,. ,, a°e=e=o G-29 � - -_ J, � 1-38 �' �i ; . .,. :� : nnAA /; \ a� I I /\ . \ . ° o°° / \ 61GHT uNE I-25 .t \ �,' v/ PROPOSED 720 LANE TRANSITION TO EXISTING / ° ° ° ° \ 2i i ` , \ \ v i G 19 ' STREAM, / / 0, ► , / , / \ \ � epoe= �, .. n ` - SIGH' `� L \ - \ -, G 30 _ \ - SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS \ \. , �° ° o°; ° ° TYP. - 1 I-43 _ TYP. % \ ( ) Q� J - _ L �?. _ o = «, G- = /; LINES \ > / i \\ \ \ � �\ n o°o o° G31 K --- - l , % TYP. -, °° °°° °°°°°°°o° - i r L / G.32 -_-� , J � / / >� --- ' -- -- -- / \ , � WETLANDS � . °� .. � _ - - - � \� \ � \ � � ' \ \ o 0 0 , s o G 22 /\ J, . 26 STR M, //, - -- - - - _ / / < \ TYP. , o eop�;oesooe° P��3 �Q _ _ N < 32 , F.- ° _ }3\ !� - , \_ - - GUEST / i / / \ / B L K .. e:,° .-10 .-1.-. * _ I - -z�_ - \; .f \TYP. \ \ .� - - -- -- - -- -__, \ i / _ � \ � °'°�o�° e�o o °°o° m: - I_ - S � PARKING � \ �� i ,/ a \ , ' \ \ / y \ // \ 1 O .jo O' - , , � ..,., �. / � , , i I - \ w �,,. 4 GUEST SPACES /. \: \ / r % ° ,°°. r I °,°,°,°,°,°,°, °,°,°, G 36 ✓ \ / „ FOR BLOCK l k, q O A f o \ . ti - \ / // �i / � \. o=e=o+ � \,, / � � � \ '� \ °ovovoeo°oe o° °ooa, G-37 , ( � -4 � \ i n 1-14 \ � \ �C �q / o° F' \ \ / - °•° \ 9 \ 1 \°_ °°° y \ o \ _ ('� 34 c i BLOV F G 39 1 \ \ / /Q ,� .4 _ WETLANDS \ 1 I �1 ` % X � //// / \ AT 1 \ G-40 \ i, , S. 1 I �2 i 9 // \ � , TYP. \ � � � � '. � �. -' _. I-35 � /j' �� � \, \ * ^` S 7 . \ . / _ � 3 / S ti �Q \ \\ / n \ � � \ 1 \ � STREAM PHA E 2 / i � r 1 � 146 , � � \.\ Z - � ., r � f` 153 �\�"� \ �. � ti \ r C� \ \ \ T \ a, F \ _ / \ \ � � 'I ...,, ,, , ;; � / ; r. \ 5 , _SIG 154 i : \ F , \ � \ \ TYP. �a-;;• � . ,., e j s , , \ \ % 2 i I °° PARKING SF'AC � \� 5 1.- .. s FOR PARK -�� c o �-__-.�_, � \ ,� _- � , ,- � , \ q \ /- I \ �Q �j \ -, \ F 7 \ - - -` \ < -9 T \ _ ° ° °� TYP. � �� _ _ M - � A� � � � 1 57 >. \\ �._ \ I \ _ / a , UEST RKING , � 3 GUEST SPACES �� F-8 � 1 , ;. __, ,- 1 11 \ - _ „� „ ,'`1 , � /� \ � / `\ \ Q` ya � .,.. ' ,,, . - r ---,r- r r--- �l1 "yo 147 �,,; - _ f ,^, � c �' \ � � �i '9 _/ � s I / o° \ � � ! �` �\ �< FOR BLO K F 7 o C , F-9 -� r- I SIGHT e �8 \ �\\ S / I°° °°* \ 11 LINES, TYP. \ A ti _ I I ego °°o \ \ \ F 1 - _ / G ° _°_°_° ° 23 PARKI SPACES \ .. r ' \ i ► \ A / F / 11 . L \ o \ 2 GUEST SPACES / V 166 �j \ %' % !/ \ F 11 ' - r. 5 PARKING SPAC�S'� \ o 161 Y o ° a°°°° FOR PARK \ \ I , %� 7 C / y\ q / / oZ.00;oo ° a \ FOR LOC D 2 / \ y B K F 12 �" 2 \ FOR PARK 162 �/ S ° 148 h \ ti ' �" _ ,-° \ \ 9 8 4 i 1. / \ \ \ 163 F � I-2 �i \ h, ti I-67" f "' T �c .: i l--_ . / \\ < - s I QM \ o _ �' �C, 1 8 8 a �Ci ° P p \ ♦ \r. 0 ✓ '� 1 \ w .WR �,`� \ ✓ i % / / I \ \ q "�Sa .� TYP. � � � / � I �:. s \ , 1 9 \ C P 0 m Q y / c _ 4 ° - ♦ SIGHT r V \ \ \ �, \ LINES, q % WPO100, J V \ 1 �. \ BLOCK D TYP. �/ _ TREAM \. a \ \ 2L BUFFER; P / /- \ `!,, CS SIGHT «: / , \ - - \ , _ AREA RESERVED FOR II, S L s � � / / / �. „ � \ LINES, � ! � ,\ � . - : - � / �'14 '' ,` �` \ � \\ F F � I a \ \ \' \ T, NON-RESIDENTIAL USE /T _T TYP. \. I o \ \ o - \ , Y 7 i I_ \ , ` \\ 'es `� TMP 80 58�\ / - \ \ 171m, \ \ �I - I \ ,;� BLIOCK K \ ��(20,000SFMIN.) --:_ � \\� � � tis_sy I \ \ -sIGHT \(\ � - Q � ♦ \ . �, \ , \ 5 \ F / 'A -\\ / /- MARYBESS JOHNSON °yF \ 1 I 1 \ c ' \. ° / 1 , / \ , : T \ \ 1-4 - \ I ! - RESIDENTIAL - - BLOC A , - �. \ / \\ � T �A I+ \ \ � '�. TYP. � PARKING SPACES r '\ I ° \ / SIGHT \ \ S \ \ � //, � - � / - y - _ \ \ \ I \ s 11 /� FOR PARK <, , , / �/ DB. 568, P.�O� l - s 1 LINES \ t." s N ° \ � n/ N � ,. ,_ 4 r \ _TYP. ,; : � � � \ I r / /,� /' � - / -+ � \ 1 s \ WETLANDS, \ _ s; \ 80 52 ti ' \ ,' / - \ \ , ,s / _7 R O� TMP / �- F I "�� _ � � �` \ \ ,. L _ \ � \ - 15 PARKING SPACES - % , ; , \ O ,� RIVANNA INVESTME T / \f 3,� f FOR PARK C tiO �/ - \ /\ a _ _ -9 s ,_ S G , i _ \ � \ _-r + l � � RESIDENTIAL / � ' ti y BL K To _ c --- ' s `� _ . ems= ° v \ / I � _� � � _ , y.^: y _ � �s - _ �y y _ _ i0 T 'S4 , DB. 3641 P. 400�409 -' �(\ v v ( ,-,----, °_,:�__°�_______�'��==I � - � A v � 1 P RKIN I ;_ _ .- x_, __ 4�I _ t 15PARKINGSPACES � / ,� v�i = 6 A GySP x `� � � _ �_ °o°°�°,; o= A� � ;' v v � 1, -� '- �� � �a: y � J A F - / � tiF, o°° . �� -_ry 173 % �� o k° i� / v i / v FOR PARK v .� �� v / J 3 / FOR PARK DB. 3536, P. -- v \ H 2 v y r ��\ 1\ / 1, T __ - Z I , '9 v ti `�sy ,,v F v / I y I T / v / 11 ,' . ; � I - \ \ ; , I , , , „ v , °. ,/ L� I / S � TMP 80 53 � ; �' \ � \ F , _ � .\\ PHA E 2� , / y� I �\ \. e __ _ \ S , i \ , i \ � ( \ � \ � � ' i r _- , � ®ice i' I \ \ , \ \_ l / \, \ .f r �' RESIDENTIAL °yF \ � � \ \ % - - ( o - \ �\ \ \ \ uu � � I-?53 � (. -- 1 � \ 3 B L K R \ I / , \� : \ _ \ DB. 2821, P. 505 OC \ \ : COMMUNITY PARK �� r. TMP so558 \ v - , �,I. � \ / / y sIGHT - - - - I I TMP 80-58 ° F �_, -/ vv A e I v vv Z LINES, DARRELL ULLERY ' I,`� JAMES RICE \ \ TO BE DEDICATED TO COUNTY OF ;. �. ``' S I RESIDENTIAL l% \ 6 l ) _ PHASE 2 ��\ \ � 39 T,P. - r I _ v i RESIDENTIAL / ALBEMARLE FOR PUBLIC USE t . DB. 2478 R 535 - l v v / \_ STREAM, } v i A v � vv EAM__ �v - - i /l \ ` TYP. v �, vv , ), - = __ -- - -L DB. 3998, P. 409 v_ ���� A - v v - /, BUFFER - _ - `, A \f (� i \, _� _� - - - - - - - U l I A \ - \ _ - - \ / / DB. 3536, P. 21 \ \ - - 1 I \ _ _- , / Y _ J _ - _ _ '/ I DB 568 P 608 W O 00 _, \ \ N - /v _ \ \ / -I T EA. i ,°o . ° / \\ / - I / _ =mil - -- _ / // \ I� ` - / , /, OUFFE \ \ /' J - - - -- - TMP 80-54A ' �. ,�� /,- � -- ..I � �! \ ` , I (:. :,. � _ - \ is °°oo° / _ \\ \\\ \\ l /f ! �- - --- -- - - - 1 / '- .. - - J1 / _ , \I I j �y \ >\\ - J 4l; J-55 - - - - - / __ TMP 80-55 \ - TODD COSGROVE / /// : , / I \ \ \ - - l i \ ; TMP 80-55 - \ v c� - , �/ �_ 6 _ - - i / / _- - v v - - - -- /// % RESIDENTIAL / v y _ vkv v� - / , ii r / f _ / -- - A , �C8 �. o - v s, fJERALD HUGHES - / � / / _ y i� _ �' , � i ; � , �� -- - - - - - r y �. ,DB. 3998, P. 409 1 - - - - - _ _,�°_ - _; 2__�� ✓ v - i - u F �' - -- ii _- - _ �_ � � - �' � - � � � �R -- - /�� � 1 �36. 1701 P. �, V - - - - -- --- ---- - ----- y - i f� I J 42 - J 54' � __ - - I� ESIDENTIAL l � �'' ; - , -= ,� J 3;. - - - _ _ / -DB 739,-P,._ 57 i M7 � � � w - � �: , � 1 v , �MA � \ � _ ( - v _ i , ,---;,, � _ _ �� �%� 1 v- '��%� DB. 354, P. 399 n _ _ q -- / - - _ ---inn \ / \ - I . c \ - - - ., - _ _ c BLOCK J -- �53' 1 \ \\ \, - - } ✓ 9 PA IN CES I / - S ., , I % � \ 1 � < � , I �°� `� WETLANDS i / x I FO AR J 43 �° qy / 1 \ i -� / � � / I \ ♦ ' - I \ - �� :' 13 PARKING SPACES <,9y \ TYP. � � \ , i '"� / = I I� ` - o � , - - � f _ i ✓ TMP I - --- , -,' FOR PARK G O I / % _ < % - 1 --- _ - - , 1. ,p x / ROBERT LIVENGOOD V J 33 , / < W v _ / / = Q �, O ti < / _ - _ 1 I / : . v ` , O/ ,o x Ex. SC c qti - - - - -- y - - '9 STREAM �� ' \ ! I RESIDENTIAL � � / 't ° . y i ti0 tiC <q v � , / ouARRY rYP. A / , - S / �'� - � I 1 / J-6 , �- 'f _ I' _ SC (f V "\ } POND / ),, - \, , , -1 $-s.=I �/�/ �, / 1 \ , 6'09 J 3 \ . I I '9,0 lk " y, / / _ _ ' A �/ FT - �/ _ -- p - / ♦- "7 ,' i %, X cc Ti 'SF \ �Il'; 1 ✓ /-` v \ � / c � -j j J-52� <q Ty ,� 1 I / , N J7 , T ,� �- _ / s MEN - j �e - - _ v \ S ,�, /� �, J _ 'S�c� FT / v G R A E T-- \, \\ x I tiF FF \ . �s CSA ------ I \ � WETLANDS, / S , 1 `p - \ F� T� \ T / a J 51* / ALLOWABLE BUILDING HEIGHT A L_ J 8 - i \ \ 59 �q TYP. �I'll� , �� - 3.3 Lot Regulations. (From Code of Development) \ - - I /// � J-4 /� / / /' ,/� RESIDENTIAL NON-RESIDENTIAL &MIXED -USE R�" L - \ `- (� - V 1 - / \ - -' v� �X x\ A i ,t. ` / BLOCK TMP 79-25C A ' 1_g ',y J 29 - x - - - - \ S ti0 �q ! "�_ �: J 50" TABLE 3.3 - Lot Regulations Area and Area and Bulk Setback Regulations Bulk Regulations Regulations Minimum Maximum Lot Min. Front Min. Side Min. Rear Lot Size (s.f.) Size (s.f.) Setback Setback Setback (ft.) (ft.) Single Family 3,000 None 10 5 5 Detached Single Family 3,000 None 10 5 5 Attached Villas (e.g. duplex or multiplex) Single Family 1,300 None 10 5 5 Attached Townhouses Non -Residential, N/A N/A 0 ) 0 ) 0 Multifamily and Mixed -Use Buildings 1. Whenever a unit has a road at its side, the minimum side yard setback is increased to 10 feet. 2. There shall be no minimum setback (i.e. zero ft.) along the side property line at the point of attachment of two or more single family dwelling units of any type. 3. -"Intentionally Omitted". 4. Building envelopes for individual lots may vary when a utility or landscape easement encroaches on a lot to a greater degree than the prescribed setbacks. 5. Build -To Lines: Structures in block D to be built to the property line along the frontage of all public roads except where property lines are radii. DANIS WILLIAMS RESIDENTIAL DB. 4207, P. 348 \ - ��` C' �'' i/' ,." - ��� ��" / / MIN. STORIES MAX. HEIGHT FT MIN. STORIESMAX.HEIGHT FT - -. qA � ° ° I �_ S ( ) ( ): ti J 10 // -J 28 ]� �� v F,O� /<���j �° \r / " ®,a= �/ ° o i BLOCK A 1 50 1 50 - J-1-I v /' / - -- SyF�c <: I I °/ E / __ BLOCK B 1 50 1 50 -- - `� / ` - /� z _ S��FT Tu'j - _ A / li // // - T BLOCK C 1 50 1 60 - o °°°°° 6O } o ° ° \-- 1 \ - _, �z J 4 / m= / BLOCK D 1 50 1 65 a 4 p 0 - a= -- ?� i � fi �' \ I � I i I 4 o - _ °$ BLOCK E 1 50 1 50 °° °°o _� o _ _ o° a;oae _ _ �e - - I 1.-° ° ° - - , x e ° °° °°° ° '. I° ;�°° --_ - _ _ --- - \ s �g / / ' BLOCK F 1 50 1 50 ° °° j N ', * / I -, - - /�ao / - �:,° - - / , - BLOCK G 1 40 1 40 \ - t - - - / / 15 PARKING SPACES g o a�° 4 %- ao / / . L - - - /- \ FOR PARK -- - - °° \ I -12 , -- \ - - / - - \ / - / - \ - F-26 �. \ eg _ , € 1v WETLANDS, - - V' _ ��� - v o� / / - - �' ° .. - r ' BLOCK I 1 50 1 50 TYP. - - - J. _ _ _ :T 25 / / `` \� ,-1 \ i -- o \ �I I� 9 ! : ® BLOCK J 1 50 1 50 J 24 \ I ti11 ,000 0 1-1 - - __ / � ° - - BLOCK K NA NA NA NA S /TMP80-55 BLOCK AREA BREAKDOWN: \, . - - / J 22 / \ \ . 1�? Vl/ILLIAM CATON TMP 79-26 J_15' � - \\ TOTAL ACREAGE OF RIVANNA VILLAGE PHASE 1 DEVELOPMENT BREAKDOWN PHASE 2 DEVELOPMENT BREAKDOWN 1 DONALDvR,(GGIN ✓ /� \ y J-2I / s ,, v/v A / / RESIDENTIAL AC AC AC I RESIDENTIAL /✓ _ - \ v (( \ter/ DB. 2701, P. 749 589 BLOCK A 9.91 BLOCK A 9.91 BLOCK A 0 J-16' - \,' - , % /,, A v �\DB 1712 BLOCK B 6.71 BLOCK B 6.71 BLOCK B 0 DB. 1031, P. 209 , _ 1 J-17 N \ / J 18 _ f\ \ I 1\ \ \ wPO 100' BLOCK C 4.64 BLOCK C 4.64 BLOCK C 0 J-19� - i� ♦ �� A V / STREAM v - ! /WPO ,v /' v v \ BUFFER BLOCK D 2.4 BLOCK D (PARTIAL) 1.20 BLOCK D (PARTIAL) 1.20 v w 1 - ��� STREAM - - \ � � I / / A BLOCK E 2.84 BLOCK E 2.84 BLOCK E 0 ` BUFFER - - � \ ,*,BLOCK F (PARTIAL) 0. F (PARTIAL) LOCK F 1 61 BLOCK 72 BLOCK 0.89 00 _- _ \ � - \ N \ ` / ✓ \ ♦ ♦ BLOCK G 5.66 BLOCK G 0 BLOCK G 5.66 �� - - L \ ft*_ _ ♦ ♦ BLOCK H 1.81 BLOCK H 0 BLOCK H 1.81 - . ' 'ft \ \ -\ ♦ �\ _- \ /����.� �� +�� BLOCK 21.57 BLOCK 0 BLOCK 21.57 � _ - \ � � __ _<1 �\ \ \ / \ -- BLOCK J 31.47 BLOCK J 0 BLOCK J 31.47 11 \ , TMP 80-47 �' _ / � \ \ / BLOCK K 6.00 BLOCK K 6.00 BLOCK K 0 BETTY McCLAN�N TMP 94� \ \ / RESIDEPtIAL PIEDMONT- - \ / \ \ R/W DEDICATION ALONG RTE 250 (BLOCK J) 0.14 R/W DEDICATION ALONG RTE 250 0 R/W DEDICATION ALONG RTE 250 0.14, DB.;W4, P. 718 NEIGHBOR LP /\ \ \ \ ♦` \ 4410, I ♦ /' RESIDENTIAL / A \ TOTAL 94.76 TOTAL 32.02 TOTAL 62.74 4 l / v� / - �B. 4301, P. 211 / A \ \ ♦ ` \ ♦ - _ _ - i ♦ v / / / DB. 4192, P. 124 / V A \ \ \ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com e(3101" P\-7H OF T7/�, v Alan G. Franklin Lic. No. 35326 L; 0 - 1�_ ��S� F) N AL EI =LL� (D < Cn < Z o�� 9 J � > >_ N > Z W D Q O a z w 0� J O Z < LLI J \ m � J J Q W H C) J Q Z L.L KEY Z Q J 0. U) Q 2 W Cn Q 2 0. ISSUED: 08-09-19 SCALE: 1" =100' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 AMENITY/GREEN SPACE TABLE: 50' 100' 200' 400' PHASE 1 (Includes Block K) AC % PHASE 2 (Includes Block K) AC % TOTAL PROJECT (Includes Block K) AC % , TOTAL ACREAGE 31.74 100% TOTAL ACREAGE (AFTER 0.15 AC. VDOT DED.) 62.87 100% TOTAL ACREAGE (AFTER 0.15 AC. VDOT DED.) 94.61 100% AMENITY SPACE AMENITY SPACE AMENITY SPACE LINEAR PARK W/ TRAILS* 8.80 LINEAR PARK W/ TRAILS* 4.08 LINEAR PARK W/ TRAILS* 12.88 COMMUNITY PARK 0.00 COMMUNITY PARK 18.98 COMMUNITY PARK 18.98 J�- AMENITY SPACE = 8.80 28% AMENITY SPACE = 23.06 37% AMENITY SPACE = 31.86 34% --gyp , l iJ/ GREEN SPACE GREEN SPACE GREEN SPACE ~_ CIESLEWICZ� OHNA. T�4P 79D-9 / /I _ _ --� - - i AMENITY SPACE MINUS AMENITY SPACE MINUS AMENITY SPACE MINUS / e No��OR ON RESIDENTIAL & ELSIE i ' TMP 79D-11 - l' ��' '- IMP. AREA WITHIN AMENITY SPACE 0.58 IMP. AREA WITHIN AMENITY SPACE 1.28 IMP. AREA WITHIN AMENITY SPACE 1.86 GREEN SPACE = 8.22 26% GREEN SPACE = 21.78 35% GREEN SPACE = 30.00 32% DB. 368, P. 175 / ND 00 I 6RR, ELIZABETH M & - 'REST L � ' I W/LL�IAM A, TRS OF THE � I � �� ~ I TMP 79D-19 - - S OTHER HOA OPEN SPACE 0.17 1% OTHER HOA OPEN SPACE 7.64 12% OTHER HOA OPEN SPACE 7.81 8% EL/ TH M ORR p B. 368, P. 175 TMP 79D-1 US / __� I III R. GREGORY �ATES, LANDERS O �VING TIAL I 1 MAG ER / - \ � / OR ALICE C LIFE \ DE TIAL nn -TMP 79D 18 ~ ~ _ n� ~ ESTATES DB. 368, P. 175 1\ \��B�)O'T3�VIANG, HA8! D & *��~ �; NOTE: PHASE 1 LINEAR PARK W/ TRAILS ACREAGE INCLUDES AREA WITHIN A 60' EASEMENTALLOWING TRAILS ON BLOCK K (D.B. 4785, P. 149) 8, P. 75 RESIDENTIAL � ' v v MON M TAMANG � ~ D8. 368, P. 175 , � � � � RESIDENTIAL T v � /� TMP 79D-17 \ MENDERSON ALBERT & \ v \v TRAIL V y SHIRLEY DAVIS H- / ESIDENTIAL DB 368, P. 17 k / - - - TMP 79D-12 ,\ I 1 1 / I x e MILKS, GILBERT L O + TM \/'��. / ' 1 a i� i �� � /' �A / 70' RESERVED ZONE i , I CAROLESMITH (AU �z , COMMUNITY PARK. �' SHIF�2ETT 30 LANDSCAPE BUFFER EASEMENT RESIDENTIAL NTIAL 368, P. 175 �s R' li i i BLOCK B I I ° - �, TRAIL /+TJV1P 7 D- '�/ TMP 79D-16 I \� � �\ ROBERTS CALVIN SR G NN M SCHICK \ �\ �,\�, x i i TRAIL I - - �= O �/ LIVING T /O / �` RE IDENTIAL \ \ r I, 10 SHARED USE PATH LINEAR PARK W/ TRAILS. E LANs ALVIN L ROBER SS ��, D8. 68, P. 175 , V A •\ , _ I I P TRUSTEE o / ° I I I RESIDENTIAL/ I DB g , wE NDs, 368, P. 1� TMP 79D-14 \ \ -- I TYP. °000�e=o oe , \, I ----_ \\ \, RODNEYC OTHER HOA OPEN SPACE. �loo VAN AUSDALL °o oe o°o F 1 vv v f °g � r \\ - - -- �N nR °° RESIDENTIAL \ °e °° --- / �. I --- � 36 17 00 ° \ / DB 8 P � - PA WFTRAIL_°° , , - TMP 79D-15 r i /� ' v ' ,' , BISHOP, ARTHUR B & \ \ V Abe „ T BE DEDICATE�TO CO T�F �, � '�... / ALBEMA R PU IC US �\ LILLIE M OPEN / / I , v \ - �' RESIDENTIAL \ � � 70' RESERVED ZONE PA v DB. 368, P. 175 \� \ � / 30 LANDSCAPE BUFFER EASEMENT kNCLAIMED / \ A/ \ \ , k \ PARCEL / ' \ _ / / I � I /�� � \ �� \y � 10' SHARED USE PATH V / � ✓ , \ � � L G, kLO , e E/ \ �.%' _ v ' ` y �I i / \ ♦ i k \ % HOA OPE� , �- � •S'\ ° \/ /' /' / /' •' �/ ,'`,\ �-9\` \\ SPACE 4 �`-'� \ ♦ , , , , 1. '�� STREAM - � / \ n �,. TYP. , , / , \ i it < WETLAND WETLANDC, / \I \ • ET. LANDS,S, TYP. 1 T\REA\M,\ BLOC TYR.TYP \ \ ♦ \ \ aO\//S s\, / , , BMP,' IV N.v / V A VAS 0 I TRAIL � 1 A/ � \ \ \ \ /J\ I BLOCK K A ` \� � ` �C \ / \ / / / ♦ \\ n \\ \ \ \ , / , `0 1 \ v v A� \6 \�/� V � y STREAM,- I I I LINEAR PA v v� << J TYP I \ 4 i TRAIL 1 W/ tRAI L ` '` BLOCK D // -�/ V x I \ Q \ �� ----- TO BE DEDICATED TO�COUNTY�R�\ \\ \ ti AREA RESERVED FOR I ALBEMARLE FOR PUBLIC USE v�v \ NON-RESIDENTIAL USEf \ `\.v v (20,000 SF MIN.) , \v� ` PLAYGROUND \ v �— vv OPEN \RESTROOM TRAIL 1 f 60' CONSTRUCTION, GRADING ' \� SPACE r X I 1 3 DRAINAGE, SWM/BMP, TRAILS, OA,O P E / " , TMP 80-52 AND LANDSCAPING EASEMENT / \ �f \ ` i v - (D.B. 4785 P. 149> / ` v o� v\ V � SPACE - _ � `�� ; RIVARESIDENTIAL BLOCK \ __ BMP - - - \ \ �' - - J / j DB. 3641, P. 400-409 / \/) w�,,= GREEN - BMP.\ ° \ DB. 3536, P. 594 L CK K TRAIL FAR FIAK '\ 1 _ \ I WETLANDS, - ' \ ♦ I I / . TYP. IC ED OCOU rrF,. STREAM,ALBEPUBLI(U TYP. /7 % / X TRAIL r o A O RENh , ;\ x \�BtOCK-� PAgE TMP 79-25B ROBERT LIVENGOOD RESIDENTIAL \ 0 x DB. 575, P. 609 \ __--------- -- ------ L__j TMP 79-25C DANIS WILLIAMS RESIDENTIAL DB. 4207, P. 348 \ I I \ I O II II II I ---------------- ❑ ❑- ' WETLANDS, TYP. f AVILIONS \\ ( BM GREEN FIELD \ -4 \v ' � \ SW/AMENITY POND , , ` _ COMMUNITY PARK '\\ \.BMA TO BE DEDICATED TO COUNTY OF " BMP ALBEMARLE FOR PUBLIC USE \ \ I '-------" TRAIL,_-_, 1 '\ BMR\ \ i WETLANDS, O \ � �- TYP. r xXX STREAM, �^ X— UARRY PO TYP. BMP ` _ _ XDOG PARKS /+ co —4 O , LOCK J ; \ - /+ WETLANDS, - - + TYP. O 0 HOA OPEN o TRAIL �SPACE \ ; TRAIL BMP v -�\\ r "III x I � I vv `v TMP 79-26 DONALD RIGGIN RESIDENTIAL ' - - DB. 1031, P. 209 \, HOA OPE4 °\ SPACE / TMP 80-47 4-1 BETTY McCLANAHAN / TMP RESIDENTIAL . ' PIEDMONT DB. ID P. 718 NEIGHBORHOODS LP RESIDENTIAL DB. 4301, P. 211 DB. 4192, P. 124 TMP 80-55 <' WILLIAM CATON RESIDENTIAL s ® DB. 2701, P. 749 \ DB. 1712, P. 589 TMP 80-58A MARYBESS JOHNSON RESIDENTIAL DB. 568, P. 608 ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com evol 1H of"�G' / v . Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB m X w z O Q w 0� w ry U Q KEY ISSUED: 08-09-19 SCALE: 1" =100' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET LIMITS OF MAINTENANCE ANp IMPROVkMENTS SHOULD TERMINATE. OF 72 J �u � w G ° c D4° a �6ue cs 0 1' TYP. 5' 1 R15' SIDEWALK PLANTING STRIP TYP. 2% �j. FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR n cs VALUES OF ACTUAL SUBGRADE MATERIAL. U `v ^ na I I i I I NO ON -STREET PARKING PLANNED FOR THIS I ROAD SECTION I I i i 61' - 67'! R.O.W. 01 VARIESi 36' - 42' (CURB TO CURB) i i i i i i 2% ! 2% CONCRETES � � I SIDEWALK, VDOT STD. 1.5" SM-9.5A TYP. I CG-6, TYP. 4" BM-25 8" VDOT #21A BUTTERFIELD LANE B/W ROUTE 250 & TERRAPIN TRACE TYPICAL SECTION • UV uv �• p Oq° a s 1' 5' 01 119' TYP. SIDEWALK PLANTING STRIP TYP. 2% 0 od �U p FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR VALUES OF ACTUAL SUBGRADE MATERIAL. Ica ! ROAD SECTION WILL ACCOMMODATE ! ON -STREET PARKING ON ONE SIDE OF THE ! STREET AS SHOWN ON THE LAYOUT SHEETS I 61' R!O.W. 3h (CURB TO CURB) GGV \o Ls � U' 0 L PLANTING STRIP SIDEWALK TYP. 22% yxy,a- Vri(''�n%' v � Cam.,.% n,G a4a0 G ° L o e° 9' 5' 1' PLANTING STRIP SIDEWALK TYP. TYP. O 2% CONCRETES � � I SIDEWALK, VDOT STD. 1.5" SM-9.5A ! TYP. 4" BM-25 CG-6, TYP. 8" VDOT #21A BUTTERFIELD LANE B/W TERRAPIN TRACE & LAZY BRANCH LANE; VILLAGE PARK AVENUE CONTINUATION 1' TYP. o '4 UcA °J 3 0 o aDll �V Q of ' FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR VALUES OF ACTUAL SUBGRADE MATERIAL. V A\ � � s n, as U ! e 4 G I a I ` b I p I ROAD SECTION WILL ACCOMMODATE 1' 5'U19, TYP. 00 SIDEWALK PLANTING STRIP TYP. 9' o 2% ON -STREET PARKING ON ONE SIDE OF THE I j STREET AS SHOWN ON THE LAYOUT SHEETS W R!O.W. (CURB TO CURB) 9' 5' 1' PLANTING STRIP SIDEWALK TYP. TYP. O 2% CONCRETES i SIDEWALK, VDOT STD. 1.5" SM-9.5A TYP. 4" BM-25 CG-6, TYP. 6" VDOT #21A LAZY BRANCH LANE FROM STA. 10+00.00 TO STA. 25+57.77 (B/W MOSSY ROCK ROAD & STEAMER DRIVE ±) N.T.S. ��'j % TYPICAL SECTION TYPICAL SECTION N.T.S. 6U V(j� Y a FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CB u1 Q �'qpG a VALUES OF ACTUAL SUBGRADE MATERIAL. 6 G VQa D G .UV p ° ` c �d �•� c •� �%C% J a D �O� d !v v\ A i LJ ROAD SECTION WILL ACCOMMODATE j ON -STREET PARKING ON ONE SIDE OF THE I STREET AS SHOWN ON THE LAYOUT SHEETS p I I I 54' R.p.W. 1' 5' 6.5' 2 ' 6.5' 5' 1' TYP. SIDEWALK PLANTING STRIP (CURB TO CURB) 9' PLANTING STRIP SIDEWALK TYP. TYP. O 2% CONCRETE) I 1.5" SM-9.5A SIDEWALK, VDOT STD. 1.5" SM-9.5A 4" BM-25 TYP. CG-6, TYP. 3" BM-25 8" VDOT #21A 6" VDOT #21A "(STEAMER. DRIVE PAVING SECTION) TERRAPIN TRACE; MEANDER WAY; MOSSY ROCK ROAD; STEAMER DRIVE CONTINUATION** p . D4 ° OLJs s ° 1' 5' TRAN TO 6.5' TYP. SIDEWALK PLANTING STRIP TYP. 2% �o o� D FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CB VALUES OF ACTUAL SUBGRADE MATERIAL. Cs � ROAD SECTION WILL ACCOMMODATE j ON -STREET PARKING ON ONE SIDE OF THE I STREET AS SHOWN ON THE LAYOUT SHEETS I I I I TRANSITION FROM 61 i R.O.W. TO 56' R.O.W. 3j1' 9' (CURB TO CURB) I i i o n V1, p. Ic Ue LS 0 5' 10, 1' TRANS. O 6.5' PLANTING STRIP SIDEWALK TYP. TYP. O 2% CON C RETE —/ SIDEWALK, 1.5" SM-9.5A VDOT STD. TYP. CG-6, TYP. 2.5" BM 25 6" VDOT #21A LAZY BRANCH LANE FROM STA. 25+57.77 TO STA. 28+33.11 (PLANTING STRIP TRANSITION) TYPICAL SECTION CG-6, TYP. /-.i oivi-ci 6" VDOT #21A LAZY BRANCH LANE FROM STA. 28+33.11 TO CUL DE SAC N.T.S. N.T.S. TYPICAL SECTION N.T.S. (�j % TYPICAL SECTION N.T.S. F-IINAL F'AVCIVICIV I btzU I IUIV UCSIUIN I U tit bASCU UIV F-ICLU UbK 3" BM-25 VALUES OF ACTUAL SUBGRADE MATERIAL. 4" VDOT #21A BUMPER BLOCK, TYP. CG-2, TYP. D CATTAIL COURT TYPICAL SECTION N.T.S. 2" SM-9.5A ASPHALT PATH (TYP) 4" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. COMPACTED SUBGRADE FF___ 1 %a" DEEP CONTRACTION/SCORE %2" EXPANSION JOINT W/X2" RECESSED JOINT, SPACED EVERY 5' O.C.; TYP. BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED 4. XX.10�.LXX' e.X—+X'— h.X— ao oo °o /10 WWF6"X6"W1.4XW1.4W/2" 4" MIN. COVER SEE P COMPACTED VDOT #21 A STONE BASE 95% COMPACTED SUBGRADE c�rT�n�i CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED EDGES PLAN PLAN, SECTION [L-uIDAI\ISIOlel JOINT >OTH TROWELED EDGE; VAL =D BROOM FINISH; TYP. F L.1\1L-NDICULAR TO DIRECTION OF TRAVEL Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com c� v Alan G. Franklin Lic. No. 35326 T = NAB KEY ISSUED: 08-09-19 SCALE: NONE REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS 2" R (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH �•_D AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (2111 DEPTH) IN ORDER THAT THE BOTTOMCID OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. D • ' p • ' OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. a NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. D.e' D.e' D 5. CG-2 IS TO BE USED ON ROADWAYS MEETING w p . ' p . " SURFACE THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. vWi G • _ , p.' o•' BASE 2" RADIUS SUBBASE 6„ Z D.e' D. SURFACE e D.e • D.e D. to D BASE .AD �s SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION \VD= REFERENCE STANDARD fill CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 CG-12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CUREN REQUIRED (CG-2 ORCG-3 IN LINEAR DETECTABLE WARNING (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. j 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. a 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'/2". SLOPE A/1SCURBSANDJGUTTERTO CURB RAMPS 6 CURARE IN P YMENT FOR CURB\/ /\//���, \ g•MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED THE THEY BY ENGINEER. ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTEREDi v AND USED BY PEDESTRIANS.i \\�J x8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT i 12:1 MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND n THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX zf PERPENDICULAR TO THE CURB. 5, MIN X)K I- _I - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT I I-11 �II-I L-I a ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4'MtN - TRAFFIC REFER TO STANDARD CG-13 COMMERCIAL ENTRANCE (HEAVY AT 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT )K )K , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF In -2-C 1.6" C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTAB.4" o LE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH ,I, g THE BACK OF CURB. - W O O O O O O O O O O O O - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP � o + v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50/.-65/. OF BASE DIAMETER - o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N TOP DIAMETER III -DETECTABLE WARNING 0 AT BACK OF CURB 0.91. 4" VARIABLE FULL WIDTH OF RAMP r SEE NOTE 12. BASE DIAMETER FLOOR � PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL '\VDOT (` C - 12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS `� (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 SHEET ICE 5 REVISION DATE 07/15 203.05 SYMMETP' - -1- G III. ­T q (WITH WING) (WING REMOVED) DOWNSTREAM END) (UPSTREAM END) END ELEVATION UPSTREAM ENDS DOWNSTREAM BARREL LENGTH (OUT -TO -OUT HEADWALL) END FILL SLOPE 6"x6" FILLET 12" TOP OF TOP SLAB SPECIFICATION REFERENCE tl HW1 : I\„` 12" R UPSTREAM END (OPTIONAL AT DOWNSTREAM END) IUI IT2J c'j Imo- 12" SECTION A -A (WITH WING) BCS-DT REINFORCING BAR DIAGRAMS D I '" •', f D 0 O � •• BH1 BH3 6" x 3/8" PVC P-5" BACK FACE OF -12" DUMBELL WATERSTOP CURTAIN WALL -j T3 6" x 6" FILLET HW1 I _ r--r H W 1 CONSTRUCTION JOINT • a SINGLE BOX CULVERTS STANDARD DETAILS VIRGINIA DEPARTMENT OF TRANSPORTATION 4 L CONSTRUCTION JOINT SECTION B-B PART PLAN (WITH WING) (WING REMOVED) (DOWNSTREAM END) (UPSTREAM END) lV DOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 07/11 1002.02 2" R CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. D D 1" 111 D D D D D O D D D D D IN D 6" 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ttrtKEN`L COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. CG-9D WIDTH OF PG-5 ENTRANCE INDICATES CHANNEL WHERE WIRE MESH REINFORCEMENT IS NOT REQUIRED. A ­K-] Rqp/NSF /2 WIDTH OF ENTRANCE c� LIMITS OF PEDESTRIAN ® _ _ _ _v �ACCE F PEDESTRIAN6 X 6 - W2.1 X W2.1 SQUARE YARDS PER LIN. FT. OF PAVED CHANNEL EXPANSION JOINT AC ESS ROUTE = ROUTE SLOPES VARIABLE WELDED WIRE FABRIC CONICo UNPAVED SPACE NON -TRAVERSABLE _VED SPACE AS SHOWN ON WHERE REQUIRED THICK- D W q(e� OF w m TYPICAL SECTION NESS 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' Sp Sip z )IE4" OR 6" AS qOF eWq�k O _ a SLOPES AS SHOWN SHOWN ON TABLE 111 SIDE SLOPES EXISTING OR PROPOSED 0 WIDTH OF � � � ON PLANS � � ' 1' 0. 0.536 0.648 0.759 0.870 0.981 1.092 1.203 1.314 1.425 SIDEWALK OR SIDEWALK SPACE C w m W W ENTRANCE ? 2' 0. 4 0.851 0.962 1.073 1,184 1,295 1.406 1.517 1.629 1.740 CURB INCLUDED IN z EEP HOLES �( 4 3' 1.05 1.165 1.276 1.387 1.498 1.609 1.721 1.832 1.943 2.054 EXPANSION JOINT ENTRANCE GUTTER u _ _ _ c 3" DIA. 0 8' C-C 4' 1.368 1.479 1.590 1.702 1.813 1,924 2.035 2.146 2.257 2.368 v w ® - - - - d ® 1 5' 1.682 1.794 1.905 2.016 2.127 2.238 2.349 2.460 2.571 2.682 C, �a = tO h 6' 1.997 2.108 2.219 2.330 2.441 2.552 2.663 2.774 2.886 2.997 LIMITS OF PEOESTRIA LIMITS OF PEDESTR AN w 19 e1 a NON -TRAVERSABLE - "• v 23.11 2.422 2.533 2.644 2.755 2.866 2.977 3.089 3.311 ACCESS ROUTE CCESS ROUTE . !1 6„ T 3.200 a w w LO .?, •� 8' 2.825 2.736 2.8a8 2.959 3,070 3.181 3.292 3.403 3.514 3.625 j N I w 9' 2CID.940 3.05, 3.162 3.273 3.384 3.495 3.606 3.717 3.828 3.939 d PEDESTRIAN ACCESS ROUTE DETAILS WITH & 10' 3.254 3.365 3.476 3.587 3,698 3.809 3.s10 4.032 4.143 4.254 FLOW LINE 1.511 SIDE SLOPES WITHOUT UPAVED SPACE 1' .5 0.623 0.734 0.845 0.956 1.067 1.178 1.290 1.401 1.512 CLASS A3 CONCRETE 2' .91 1.023 1.135 1.246 1.357 1.468 1.579 1.690 1.801 1.912 ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS I 4" x � ENTRANCE WIDTH OF PEDESTRIAN ACCESS ROUTE QQ EXTEND BEYOND EXISTING T-3" 3' 1.424 1.535 1.646 1.757 1.869 1.980 2.091 2.202 2.313 ~ F- DESIRABLE MINIMUM 16' t5„ HALF -SECTION NON -REINFORCED. HALF -SECTION W. W. F. REINFORCEMENT 3 n EXPANSION JOINT ABSOLUTE MINIMUM 12' OR PROPOSED VDOT RIGHT -OF WAY. 4' 1.714 1.825 1.936 2.047 2.158 2.269 2.380 2.491 2.602 2.714 5' 2.114 2.225 2.336 2.448 2.559 2.670 2.781 2.892 3.003 3.114 EDGE OF PAVEMENT �� 6' 2.515 2.626 2,737 2.848 2.959 3.070 3.181 3.293 3.404 3.515 PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS '�j SECTION A -A 6" 7' 2.915 3.027 3.138 3.249 3.360 3.471 3.582 3.693 3.804 3.915 © UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT �. p 8' 3.316 3.427 3.538 3.649 3.760 3.872 3.983 4.094 4.205 4.316 A gJ PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 'i ° 9' 3.717 3.828 3.939 4.050 4.161 4.272 4.383 4.494 4.606 4.717 HALF PLAN FACILITY THAT CAN BE APPROACHED, ENTERED AND ;. • fl. �. 10' 4.117 4.228 4.340 4.451 4.562 4.673 4.784 4.895 5.006 5.117 USED BY PEDESTRIANS. o . o • 2:1 SIDE SLOPES o o000000 1' 8 0.719 0.830 0.941 1,052 1.164 1.275 1.386 1.497 1.608 IF PEDESTRIAN ACCESS ROUTES ❑ ARE BEING o o CONCRETE TO BE CLASS A3 2' 1.216 1.327 1.438 1.549 1.660 1.772 1.883 1.994 2.105 PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2'/. CROSS SLOPE. SECTION B-B a„ 3' 1.713 1,824 1.935 2.046 2.157 2.268 2.380 2.491 2.602 EXPANSION JOINT DOWELS 4' 2.099 2.210 2.321 2.432 2.543 2.654 2.765 2.876 2.988 3.099 WHEN USED IN CONJUNCTION WITH STANDARD SPACING 90'MAXIMUM 5' 2.596 2.707 2,818 2.929 3.040 3,151 3.262 3.373 3.485 3,596 CG-3 OR CG-7, THE CURB FACE ON THIS �a STANDARD IS TO BE ADJUSTED TO MATCH 2 0 I 6' 3.093 3.204 3.315 3.426 3.537 3.648 3.759 3.870 3.981 4.093 THE MOUNTABLE CURB CONFIGURATION. DIRECTION 7' 3.589 3.701 3.812 3.923 4.034 4.145 4.256 4.367 4.478 4.589 UNPAVED SIDEWALK SPACE PARABOLIC I I 6" SPACE CURVE o OF FLOW I 9. I I 8' 4.086 4.197 4.309 4.420 4.531 4.642 4.753 4.864 4.975 5.086 �.�17 NORMAL GUTTER ® ® _ _ _ _ _ - ® * )K p 0' 5.080 5191 5.302 5.413 5.525 5.636 5.7407 5.858 5.969 6.080 �. • o.------------ -x x °. °. °•ice ;. �. ' ° °' ° ° *0%ITO 107 CHANGE ��� I DEPTH (D) AND WIDTH (W) TO BE AS SHOWN ON PLANS. tE �-A WEEP HOLES ARE TO BE PROVIDED ON ALL CHANNELS WHERE W IS EQUAL TO OR SECTION C-C GREATER THAN 4'AND D IS EQUAL TO OR GREATER THAN 2'. 5" AGGREGATE CLASS A3 (H.E.S.) CONC. WEEP HOLE WITH 12" X 12" PLASTIC HARDWARE CLOTH, 1/j' MESH OR GALVANIZED STEEL TYPE I SIZE 212`0" WIRE DIAMETER 0.03 INCH, NUMBER 4 MESH, HARDWARE CLOTH ANCHORED FIRMLY TO THE f BOTTOM OF THE CHANNEL. 5'-O" 5'-0" ® POINT OF GRADE CHANGE tf"_II 12% MAX. SLOPE CURTAIN WALL TO BE LOCATED FOR CURB AND GUTTER ONLY p p •4 X 18" DOWELS CH THE BEGINNING AND END OF ALL •t• SMOOTH BARS IQ CHANNELS AND ON THE LOWER 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS 1211 C-C LOCATED END OF EACH EXPANSION JOINT. FOR SIDEWALK, CURB AND GUTTER * )K * 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND ° ° °. AT ALL JOINTS BUILT CONCURRENTLY 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS �oo, o00000 SECTION A -A ELEVATION SECTION D-D SPECIFICATION xvarr SPECIFICATION STANDARD ENTRANCE GUTTER REFERENCE ROAD AND BRIDGE STANDARDS STANDARD PAVED DITCHES REFERENCE 502 SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 109.04 GENERAL PB-1 PB , NO PROJECTION OF PIPE ABOVE GROUND LINE A 5 MIN 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE 5 DOWELS, 8" LONG PERMISSIBLE 1 X APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS TOP OF FILL TOP OF FILL TOP OF FILL AT 12" C-C-\ CONSTRUCTION 12:1 MAX.OTHERWISE NOTED ON THE PLANS. t BACK OF 20 1 12:1 MAX VIa 112:1 MAX z N N RAMP rccc real ci � RAMP rccc real c, XVD0f XVDOT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 SHEET 1 OF ld REVISION DATE 201.03 203.03 07/15 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. GROUND LINE = GROUND LINE = GROUND LINE x B - \ 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. - r - _ - -r I- _ - _ ' I I - _I -I I-1 rrrrrr rrrr III -I I 1-1 _ I 1=1 1=1 rrrrrr rrrr III-III-1 _I I I_I I -I rrrrrrr III -I 1-1 WITH BUFFER STRIP CIRCULAR PIPE _ -'Inl rrrr rrr I=III I-I� rrrr rrr 1=III-"-'II=_� rrrr "rrr -III= N II -I rrr rr II II -I rrr rr v I -I rr rrr 1. D - OUTSIDE DIAMETER OF PIPE. + III rr d r 1= EARTH + II r d rr I: UNYIELDING ROCK OR + it rr d r _ EARTH p Nrv IlI N i I SOIL -I III, II. 5'MIN 2. d - INSIDE DIAMETER OF PIPE. a I o -1 1 4 t BEDDINIAL G tX. 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. ! u =III-1 I -1 I I -I' : - =1 9 - TRUNCATED DOMES 121 MAX._ i'w X . 12" WHERE d IS LESS THAN 36". a Y,�'> 4'MIN X . 18" WHERE d IS 36" AND GREATER. MIN. - m MIN. 1/10 D SEE SHEET 1 OF 5 FOR DETAILS MIN. 1/10 D 1/10 D X 0 X BEDDING X 0 X BEDDING 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR MATERIAL MATERIAL X D X NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) /2" PER 1' OF H I FACE 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS. MIN. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR e6 WITH BUFFER STRIP 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 3011 AND 5' MIN LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 12`1 MAx 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER PIPE PROJECTION ABOVE GROUND LINE 12:1 MAX. v� �_- SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. f-� - - - - _ ELLIPTICAL PIPE MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D 1 WITHOUT BUFFER STRIP TOP OF FILL TOP OF FILL TOP OF FILL PERMISSIBLE a 1. S1 -OUTSIDE SPAN DIMENSION OF PIPE. CONSTRUCTION N 4- CROSSWALK 2. S2 - INSIDE SPAN DIMENSION OF PIPE. JOINT U) R 3. R - OUTSIDE RISE DIMENSION OF PIPE. rrrrrrr I rrrrrrr : _ rrrrrr, rrrrrrr.•.::: ::. rrrrrrrrrrrrrr rrrrrrrrrrrrrrr = T - ;rrrrrrr rrrrrr - - rrrrr rrrrr :•::•::::4• - rrrrrrrrrrrrr rrrrrrrrrrrrr = 4. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. = rrrr -rrrr r r r r rr - N - rr rr, = N = :rrrr rrr : = rr rrr rrrrrr r - - N X 12" WHERE S 2 IS LESS THAN 36". - rr rr : :• rrr rr = rrrrrrrrrr rrrrrrrrrr - SECTION B - B l , CROSSWALK X - 18" WHERE S IS 3611 AND GREATER + r GROUND + • • GROUND 2. d r r d rr + rrrrrrrrr d rrrrrrrrrr _ GROUNI 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR o N LINE o LINE A 4' SQUARE LANDING AREA NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR -LINE nfl oursloE of TRAVELWAY LESS AND HEIGHT OF COVER 15' OR LESS. - _ _ I I I I p0r SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK LIL CROSSWALK WITHIN THE MARKED 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR III EARTH �' ROCK OR NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, °s. CROSSWALK AREA. ALL FOUNDATION PEE FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND MIN. 1/10 D _ - _ =I = SEE SHEET 10F 5. 1'' 11 - UNYIELDING THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT aTN MIN. 1/111 D X D X BEDDING 112" PER -III- L I- TI- - SOIL -- Tl-lil-iii-i i-ii-- S LIMITED TO 15 FEET, REGARDLESS OF THE MATERIAL MIN. 1/10 D EARTH 1" OF H X D X BEDDING �. AT INTERSECTION MIN. 8' BEDDING MATERIAL SLOPE. PIPE ARCH TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH N FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 - 15 6 14 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/15 .0 LANDING 48�IMAX. WITHIN CROSSWALK CURB SLOPE 4' BUFFER STRIP 5' SIDEWALK LANDING 48:1 MAX. SLOPE 5 MIN DIAGONAL PLACEMENT tx p - 5' MIN o t211 MAX. N �-' s A ° A 4'SOUARE LANDING AREA v' F --•�\\ H PROVIDED FOR OUTSIDE OF TRAVELWAY A 4' SQUARE LANDING AREA \ CROSSW%`L SHALL I 0 DED 0 •-� OUTSIDE OF TRAVELWAY PERPENDICULAR CROSSWALK � \ \ SHALL BE PROVIDED FOR WITHIN THE MARKED K PERPENDICULAR CROSSWALK WITH BUFFER STRIP CROSSWALK AREA. CROSSWN WITHIN THE MARKED CROSSWALK AREA. 1. S - SPAN DIMENSION OF PIPE. 2. R - RISE DIMENSION OF PIPE. 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x - 12" WHERE S IS LESS THAN 36". 2 x - 18" WHERE S2 IS 36" AND GREATER S. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15'OR LESS. NORMAL EARTH FOUNDATION MAX.24 MATERIAL ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH ® SECTION 302 OF THE ROAD AND BRIDGE ® EMBANKMENT NOTES SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE U B CC FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL � WITH SECTION 302 OF THE ROAD AND BRIDGE �ir�� CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL 1p ... IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. C G -12 DETECTABLE WARNING TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SURFACE SPECIFICATION REFERENCE SPECIFICATION REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS GENERAL NOTES VIRGINIA DEPARTMENT OF TRANSPORTATION �VDOT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE INSTALL. OF CIRC. PIPE PIPE CULVERTS AND BEDDING AND BACKFILL VIRGINIA DEPARTMENT OF TRANSPORTATION STORM SEWERS - METHOD "A" SPECIFICATION REFERENCE 105 502 302 303 302 303 REVISION DATE SHEET 1 OF 1 SHEET 1 OF 4 107.01 REVISION DATE 07/12 107.00 PB-I NO PROJECTION OF PIPE ARCH ABOVE GROUND LINE DSB-1 PB-1 TOP OF FILL TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE -GROUND LINE _ IN = s. •' . % * 36" MINIMUM OR 0.25 TIMES T PAN F T RT - JJ/ / EARTH BEDDING - / BEDDING MATERIAL ROCK OR EARTH m BEDDING / MATERIAL - + If MIN. B/4 MIN. B/ �J� MIN. B/4 SECTIONAL ELEVATION X S X MATERIAL X S X UNYIELDING V2" PER SOIL X S X * 12" FOR BOX PROJECTION VICE H ABOVE GROUND LINE; MIN. 8", FOUNDATION SOFT, YIELDING, OR To TOP OF TRENCH FOR 36" NORMAL EARTH FOUNDATION MAX.24" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL GROUNDLINE ABOVE MIN. PIPE ARCH PROJECTION ABOVE GROUND LINE MIN. 1.5 x S MIN. 1.5 x S MIN. 1.5 x S MIN. 1.5 x S MIN. 1.5 x S MIN. 1.5 x S (DING MATERIAL TOP OF FIL TOP OF FILL TOP OF FILL HE S 0 HE BOX CURVE WHICHEVER IS GREATER. 36" � MIN. BOX CULVERT SPAN INCLUDES THICKNESS OF THE WALLS AND IS BASED ON THE SPAN OF A SINGLE BARREL WHEN THERE ARE MULTIPLE BARRELS. GROUND E NOTE 1) I LINE NOTES 1. BEDDING MATERIAL IS TO BE AGGREGATE SIZE 25 OR 26. IF FOUNDATION HAS STANDING OR RUNNING WATER PRESENT, THEN AGGREGATE NO.57 SHALL BE USED FOR THE DEPTH SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER, CAPPED WITH 4 INCHES OF AGGREGATE NO. 25 OR 26. 2. WIDTH OF BEDDING MATERIAL SHALL EXTEND A MINIMUM OF 6" BEYOND THE BASE OF THE STRUCTURE ON ALL SIDES. 3. HEIGHT OF STRUCTURE (H)IS MEASURED FROM THE INVERT OF THE STRUCTURE TO THE TOP OF THE FRAME AND COVER OR CONCRETE DEPENDING ON STRUCTURE TYPE. SEE APPLICABLE DRAINAGE STRUCTURE STANDARD FOR DETAIL. BEDDING THICKNESS TABLE FOUNDATION BEDDING THICKNESS TYPE (b) NORMAL EARTH 4" FOR H < 0' 6"FOR H>10' ROCK V PER FOOT OF H, MAX. 8" SOFT &YIELDING SPECIFIED ON THE PLATS OR AS DIRECTED BY THE ENGINEER / - - MIN. S IN. S GROUND i% % //" LINE _ m BEDDING MATERIAL L� MIN. B/4 I .. �� ROCK OR BEDDING /z PER UNYIELDING L-MIN. B/4 MATERIAL- DEARTH MATERIAL 11. OF H SOIL X X MIN. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH NOTE SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE FOR GENREAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. SPECIFICATIONS. ® EMBANKMENT PECIFICATION REFERENCE DRAINAGE STRUCTURE BEDDING FOR DROP INLET, MANHOLE, AND JUNCTION BOX �VDOT ROAD AND BRIDGE STANDARDS �VDOT ROAD AND BRIDGE STANDARDS INSTALLATION OF PIPE CULVERTS AND STORM SEWERS PIPE ARCH BEDDING AND BACKFILL SPECIFICATION REFERENCE SPECIFICATION REFERENCE 302 302 302 REVISION DATE SHEET 1 OF 1 SHEET 3 OF 4 REVISION DATE 303 303 106.15 107.03 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION I BEDDING MATERIAL II I I- IIIIIIIII��III'-III III-i' EARTH OR ROCK H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. FOR NORMAL EARTH FOUNDATION: FOR PRECAST AND CAST IN PLACE BOX CULVERT b = 6" FOR ROCK FOUNDATION: FOR PRECAST BOX CULVERT b - '/4" PER 12" OF H - 8" MIN., 24" MAX. FOR CAST IN PLACE BOX CULVERT b-DEPTH AS SHOWN ON PLANS OR WHERE NO BEDDING IS SPECIFIED BOTTOM SLAB TO BE KEYED INTO EXISTING ROCK FOUNDATION. FOR SOFT, YIELDING OR OTHERWISE UNSUITABLE FOUNDATION: FOR PRECAST AND CAST IN PLACE BOX CULVERT b DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. ®BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ® EMBANKMENT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. INSTALLATION OF BOX CULVERT BEDDING �VDOT AND BACKFILL - METHOD "A" ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 4 OF 4 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 107.04 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF c Alan G. Franklin Lic. No. 35326 W O �v, F ss �. o N A L =w co Z o1< �� J m N > Z J W D Q 2�0U W ui �z� Z Lu J \ m � J J Q W H J Q Z L.L KEY ISSUED: 08-09-19 SCALE: NONE REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET �72 DOUBLE SOLID YELLOW LINE = DSYL SINGLE SOLID WHITE LINE = SSWL SINGLE DASHED WHITE LINE = SDWL 120' ►Ian Franklin PE, LLC 720' LANE TRANSITION LIMI- - J ASP IS OF - \ O -- ---- OVERLAY, MILL (3 7 / RLAY,TYP TW 372.64 INV. 370.63 / \ ADJUST DRIVEWAY/ 72 LF OF 12" APRO"SNEED D - @ 2_99% �l ELBOW STRIPED G4REU.{CCUT 250IV1P�6 R.� GV - - - - \A -(� -ti) E - �� GqAVEL� ITCH \ _-- C ------ - D - - A- -I�E�-I5SII- +E0-1."�n9I II I--IIII0- I--- _-- -I�I _1 -2+2� E 1 \�LAN R-----12 ion 665 T LINE ADJUST DRIVEWAY DR4/EW4_Y 3 RAPRON ASNEELED DRIVEWAY 10'SHARED USE LIMITS OFNEW DE IC TI X,E�FIBER PATHA'STREET PAVEMENT TYP EXTEND EXSTIN 12" %s OP.TIC PmST TREESTYPE - DIO 6 L & ET VD9T TS-'- fib 0-46 I3 N3Y SHIFFLETT 20- De. 1414,P1 � FWDOTRESIDENAL 515'"-� FIE 0M- I9r\ 3- '5 \•/ T.6" A9 3TI 9 - . I S-I2LF1 -, 2- - T33V. IN 397.00 15 I/II 5,42-4$f LOT1IS I ,424SF LOT5;4245F/5,424 SF 5,424 SF 5,424 SFLOT I-17 LOT -20 IOTI21 -2 � 6REG RY ktAGRUDER \RES/DEN7L. w + 1TRA D� 368, P:17 PUBU :-2 -M�i�- I -_- 9 ® a ROUTE 250 IMPROVEMENTS SINGLE LANE ADDITION TYPICAL SECTION 12' EX. EASTBOUND LANE OR WESTBOUND LEFT TURN LANE 12' EX. WESTBOUND LANE 2' MIN. MILL & OVERLAY MAINTAIN EX. CROWN MILL & OVERLAY EXISTING LANE WITH 2" SM-9.5A 24' 12' EASTBOUND THROUGH LANE PLUS 12' EASTBOUND RIGHT TURN LANE 2" SM-12.5A 4" BM-25 9" VDOT #21A (OR MATCH EXISTING) ROUTE 250 IMPROVEMENTS DOUBLE LANE ADDITION TYPICAL SECTION CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR XVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 201.04 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10'OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. D D D D D D D D P D D D t, 1, D THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINED COMBINATION 4" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 N.T.S. 75' 200' LEFT TURN LAffF 200' TAPER 720' LANE TRANSITION Z It INV. 376_44 I \ I \ �� � � I � � INV.360.81 / I - - - I I I J \ A // �I l i / , l 30.5 LF OF 15" CMP /f �l \ \ 49.10 LF OF 15„ PAVED I I I W I0� TVf 372 00 O \ \\ VDITCH O \ V �@ �% I �I \ \ CIP,@ 4.71 % jeN� SET/MON. I QI INV 36 48• A A _ -_ I� LIMITS OF ASPHALT I ISO - 665' SIGHT LINE / / 1 V. 375.00 i`/ \ I FIBER OPTIC MILL & OVERLAY, TYP I� J IELEV. 381.50 �60 MPH) '� \ V I ' -EX. 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EX. 15 CMP I I I / _ EASEMENTGTYP. EXTEND EXIST14G \ _ _ _ �EF2VED ZONE PATH &STREET I G-5 \ \G-6 T + - RYI;/1 378.50 - I / _ _ �0� R, - - _- - I 15'�IP PIPS �LF / 31.2 LF OF 12" - _ - - I IN OUT 367.68 /I I - TREES, TYP. -- \ _ _ IN 367.7 III (PUBLIC) / I �' - - \ -, INV. 363.50 - " / CMP-q@ 1.94% -- I �- �- �iC� I ✓ ' ��� L�3.3�� REPLACEDRIVEWAY � I I - - _ �' ` i - I 3g0 / C� - A F� N 1 ,' V E T TMP 80-58A _ _ I - . mm I IMe , INV. I N`3,77.15-MARYB€S�JOHNSON - - - - - - i R/ \ RESIDENTIAL - �� BUTT - - I - . 'I - - _ A �,q �I. 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FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR VALUES OF ACTUAL SUBGRADE MATERIAL. X. GRADE 2.58' VDOT STD. CG-7 6' TURF SHOULDER EXISTING/PROPOSED TREE, TYP. TIE TO EX. GRADE 3' MIN. w 3' MIN. / VDOT STD. HR-1, TYPE 3, OR E .dl If2' - 10' 2' RAILING WHERE REQUIRED MIN. MIN. (SEE NOTES BELOW) 6' 1 .0% 3:1 SLOPE, TYP. (2:1 MAX) 3:1 SLOPE, TYP. ' (2:1 MAX) i 2" SM-9.5 ASPHALT SURFACE SLOPE IN DIRECTION OF 6" VDOT #21A STONE BASE PREVAILING EXISTING GRADE COMPACTED SUBGRADE NOTES: 1. A MINIMUM 2 FOOT WIDE GRADED AREA WITH A MAXIMUM 6:1 SLOPE, SHALL BE MAINTAINED ADJACENT TO BOTH SIDES OF THE PATH. 2. A MINIMUM 3 FOOT CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF THE PATH TO SIGNS, TREES, POLES, WALLS, FENCES, RAILING, GUARDRAIL, OR OTHER LATERAL OBSTRUCTIONS. 3. WHEN THE SEPARATION FROM THE EDGE OF THE SHARED USE PATH TO THE TOP OF THE SLOPE IS LESS THAN 5 FEET, A PHYSICAL BARRIER SUCH AS RAILING (HR-1, TYPE III) OR CHAIN LINK FENCE IS REQUIRED IN THE FOLLOWING SITUATIONS. • SLOPES 2:1 OR STEEPER, WITH A DROP OF 4 FEET OR GREATER • SLOPES 3:1 OR STEEPER, WITH A DROP OF 6 FEET OR GREATER • SLOPES 3:1 OR STEEPER, ADJACENT TO A PARALLEL WATER HAZARD OR OTHER OBVIOUS HAZARD WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ------- ---------- EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 �/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) X MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRA14AGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 /2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER, 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 305 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 PAVEMENT WIDENING (VDOT WP-2) DETAIL Page 614-52 April 2015 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) NOTES Guidance: 1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. Option: 3. Where Right -of -Way or geometric conditions prevent the use of 48" x 48" signs, 36" x 36" signs may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 5. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 6. Cone spacing shall be based on the posted speed and the values in Table 6H-4 on Page 61-1-6.1 7. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Option: 8. A supplemental flagger r may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reachingthe he flagger station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign then the signs, and if used the portable temporary rumble strips (PTRS)', should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be eliminated when using pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a single flagger, positioned to be visible to road users approaching from both directions, may be used (see Chapter 6E). Standard:' 14. When approved for use, three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20-V26) sign shall also be utilized. 1FP7,st_,dSpeed I 0 - 35 m h 36 - 55 mph PTRS Spacing (Center to Center) 5 Feet 8 Feet I: Revision I--NI/2015 April 2015 1) A VDOT Permit will be required prior to the start of work and can be applied for prior to the pre - construction meeting so that it may be presented at that time so that any questions or concerns about the permit may be answered. 2) Pre -Construction is required on site to go over construction time frame for starting and completing road improvements within the right of way. 3) All work to be constructed to the latest VDOT Road and Bridge Specifications and Road and Bridge Standards. 4) All materials to be used in current and future right of way will be tested as stated in the VDOT Manual of Instructions available under VDOT Material Division for placement and required testing and intervals. Also VDOT inspector will also be available to answer questions or concerns and visit site as requested to review. 5) All traffic control will be per the latest edition of the Virginia Work Area Protection Manual or per the approved Maintenance of Traffic plan sheets provided by the developers engineer and approved prior to job going to construction. The contractor will have available at all times a certified person at a minimum with Basic Traffic Control Certification and for more advanced traffic control an individual with an Intermediate Traffic Control Certification would be preferred for more complex layouts. Allowable work hours will be reviewed when permitted if not referred to in the approved plan set. 6) All structures (DI'S) and cross pipe to have backfill testing and will need to reference structure number as referred to on the plan showing profile and depth and location of test. 7) All CD's and UD's to be inspected prior to covering. 8) All fill areas shall have backfill material from an approved source or a tested on site source and all testing reports for this material will need to be attached to the backfill density reports and a profile will need to be available with depth and location. 9) CBR test results will need to be made available for review and approval and an in the field sub - grade inspection by VDOT inspector prior to placement of any base stone. Subgrade density reports will also need to be available or test occurring the same day VDOT Inspector is on site. 10) Base stone will need to be inspected and depth checked prior to placement of any asphalt being placed. Also third party inspection reports will need to be available for review. Reports to be made available would be Roller Patterns and Density per the VDOT Manual of Instructions. 11) Concrete Testing is to be performed per VDOT Road and Bridge Specifications. 12) Signage locations to be marked prior to permanent installation. And pavement markings to be sketched out on asphalt with heavy chalk or lightly marked with white paint prior to placement of permanent markings. 13) WP-2 standard to be on plan set for all commercial entrances and will also be put in permit if not on plan set. 14) Replacement of all raised traffic markers and pavement markings that are disturbed during construction will be replaced or pavement markings refreshed for tie in back to existing road alignment from road improvements. 15) All existing VDOT Signage impacted by road improvements will be reviewed prior to removal for temporary storage or temporarily located as required, but will not be removed by contractor until VDOT inspector has reviewed. Certain storage requirements for Signage are required due to the reflective sheeting. Do not store signs face down or sheeting to sheeting. VDOT GENERAL & TRAFFIC CONTROL NOTES DETAIL Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) Page 6H-53 OV3HV MHOM - s* avoa OV3HV OV08 3NVl 3NO GV3HV SAIHIS 31OHna dOls 01 G20-2 (V) a3ard3ad 38 Ero m 500 ± • 1 O o NOIIVIS 2i3JJVld / O 00 O o SEE NOTE 4 c - c�\ 80'-120' c C +� SHADOW VEHICLE REQUIRED c) SEE NOTE 4 O 0 0 50' -100, O FLAGGER STATION o� SEE NOTE 2 r � SEE LU NOTE 1 • + OOS o ■� W20-7 N SEE )WOM avoa II� NOTE 1 BE aN3 �T 1 PREPARED W3-4 SEE TO STOP SEE NOTE 9 1PORTABLE NOTE1 TEMPORARY RUMBLE 1 W20-V26 RUMBLE STRIPS STRIPS SEE NOTE 14 SEE NOTE 14 SEE AHEAD (OPTIONAL) t NOTE 1 ONE LANE W20 4 ROAD SEE AHEAD NOTE 1 ROAD ells-w WORK VV20-1 AHEAD 1: Revision 1- 4/1/2015 Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 aIati@aIanfranklinpe.com H OF G'�2 . c� v Alan G. Franklin � Lic. No. 35326 o = , Fss / O NAB Z W W ry N W H O KEY ISSUED: 08-09-19 SCALE: AS SHOWN REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/0ZI/17 - SRC COMMENTS SHEET VDOT STD. CG-7 DETAIL SHARED USE PATH DETAIL ­ 07 3 N.T.S. ROUTE 250 CONSTRUCTION TRAFFIC CONTROL STANDARDS DETAIL I MILL & OVERLA I I I i I 0 10, 20' 40' 80' I I I I I I I I I I I � YELLOW STRIPED — _ LIMITS OF ASPHALT GORE _ MILL &OVERLAY, TYP INV. 370.86 — I �� ITCH STORIPE UBLE YELLOW ' � _ _ _ � — — 0 NE R � \ 720ANSI ' LA T — 12'+ EX. — \ / 91.3LFOF33"__-- \ — DIP @2.96% � /�,�- -- 121+ \nnp\A) ���// }OO , ----- \ LIMITS OF NEW — — --- IADJUST DRIVEWAY — — — — — \ APRON AS \ DRIVEWAY _ FIBER OPTIC _ �� NEEDED POST V - _ - , INV. 368.16 TMP 80-46B \\ \ I I AUBREY SHIFFLETT \ \ \ -- - - RESIDENTIAL \ \ DB. 1414, P. 261 \ \ ELECTRIC '. POLE& INV. 392.50 \ Jr� \ PHONE PED. O 0 44.8' OF 18" RCP @ 3.73% PHONE PEDESTAL FIBER OPTIC POST / I TMP 79D-18 I o i- ' \ MB ' ' `` ' R. GREGORY MAGRUDER I I �O-w / / v \ o _ v o- RESIDENTIAL I \,� U) DB. 368, P. 175 ��- \ w FIBER OPTIC (n I \ Z J / I i V / 1 / LANE TRANSITION SIGN & II TMP 79D-17 \ MAILBOX INTERSECTION AHEAD SIGN R. GREGORY MAGRUDER RESIDENTIAL ► \ DB. 368, P. 175 I ' TMP 79D-19 I , � TMP 79D-16 R. GREGORY MAGRUDER I __ __ \ \ I R. GREGORY MAGRUDER RESIDENTIAL I I - I I \ III I I II I I ► I \1——\—�— —\--\ �— RESIDENTIAL DB. 368, P. 175 --------------- DB. 368, P. 175 -- --- TMP -- � � \ \ 79D-15 I � \ R. GREGORY MAGRUDER i I ----- RESIDENTIAL DB. 368, P. 175 II L--__� MATCHLINE - ISEE SHEET 13 ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com O���P�T H OF �/�c Alan G. Franklin Lic. No. 35326 W o � NAB KEY 1 12 ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENT 10/01/19 - VDOT/ACSA/CO COMMENTSI 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 TYP \� 1 \ I / I / _ - =---- 10' ' 20' 40' 80' TW372.64 I-� — — — — INV. 370.63 I ---------------'�\ 72LFOF12" GRAVEL / PAVED \ DIP @ 2.99% LIMITS OF ASPHALT I I /� PAVED YELLOW STRIPE GORE DOUBLE YELLOW STRIPE I YY��-- ------ - - -- - MILL&OVERLAY, TYP— L�f, ,to- --------- ROUTE 250 (55 MPH) 66' R.O.W. ------ - -- - --- -_-- EY-WWTE AIE ,------=- ----- SINGLE WHITE STRIPE - - - - - - _ - — - - - - - --D6U13L YEL�W STRIPE - - - 18+00 19+00 12'+ 20+00 21 +00 TRANSITION 12 + __----------'� 17+00 1 — -------------------------------------------------------------------------------- ------ -_ _------------------- ------ - -- -- -- -- - - - - -- I - - - -- 6+�� _ - - VA 720' TRA ION) -- ----------------------- - --- ---- - ---- ------------- - - --- �---720' LANE TRANSITIONd--� CO 12 _ _ t 1 - I _---_ 665'SIGHT LINE 60MPH------- L---------------- -----__(__=�_____------------ -- -- ---- 1, 12'------- �-----==--=---==—=--------------- +---------------------- - - 12----_-_-_-_-------------------- ---- ------------- -r --- I I - - - - - - - - - - - - - - - - pD -- - - - - - - - - - - I I ------- STREET - - _ -5/- ----------------------------66'SIGHTLINE g-I -------------------------------- II ----_-- \ /------------�--NAME SIGN ------------ 200'TAPER-- ----- 12' I I I1 STOP FIBER OPTICJ ------------------ 12 SIGN --- 71 i. J POST lillilill - -- --- --- --50RI--I I--�---- -- 200 RIGHT TURN LANE I STOP BAR ADJUST DRIVEWAY I TW 37075 \ I 1 10' . ASPHALT TRAIL I APRON AS W/ 2' SHOULDERS LIMITS OF NEW INV. 368.48 1 1 NEEDED,_ DRIVEWAY I (2% MAX. CROSS SLOPE) PAVEMENT, TYP VDOT STD. CG-12 VDOT CG-7, TYP STDTRANSITION o -' HC-RAMPS, TYP `•, G I ' 11 --- ------- rn W uj ui U) z J U a 1 I I II I I I TMP 80-46B AUBREY SHIFFLETT RESIDENTIAL DB. 14141 P. 261 FROM CG-7 / I R.O.W. DEDICATION TO CG-6 t I VDOT STD. I CG-6, TYP SINGLE FAMILY DETACHED RESIDENCE W/ 2 CAR GARAGE AND 2 APRON SPACES, TYP. t I� � ow,iiiiiii,ill mom zoom AMENITY � BonnAMENITY I I l 1 J SPACE SPACE .61 5 5' - - 12' 1 12' I 6' 1 5' R.O.W. I I nolilim SNOW lilillno am= am= mom mum omm noun zoom mom= snow mom lillillim mom mom no,, lillillim an� TF I I I I Lu II I I Q SPEED d MI SIGN I J Lo N 7 I _F_ F_ F_ 1 LL W C) 7EAR SETBACK, TYP. 7-7EAR SETBACK, TYP. F_ -1 F t I I I I� I I I I I I a I I �m coZ cj tillLLj :E ul > > r 7Lr 7L7L< v w I c� Y v v m Iu, Q `� m Q a Q w Iul co w o � w III z 1 I m I 1 I W LOT 1-15 I LOT I-16 I I I I I I w 1 w w 1 w LOT 1-24 O I 1 l 0 5,424 SF I I I I I I I LOT 1-22 I I I w 5,424 SF LOT 1-17 LOT I-18 LOT 1-20 LOT 1-21 5,939 SF o LOT I-23 U) � 7,547 SF o o 5,424 SF LOT 1-19 5,424 SF 5,424 SF 5,424 SF 5,424 SF 5,939 SF STA. 12+70.85 BUTTER IELD LANE = O STA. 15+99.28 TERRAPIN TRACE I' uj I I I I I I I I I I I 91 Im IF� I �� I �� I I I z �N I VDOT STD. �� �V � �'p VDOT TYP - I I I I I I I I 1 [cc 1 TYP. 1 1 FRONT BACK A IGN W/ ACS ESMT, TYP. 1RLNTTBACK ALIGN W/ ACSA E Ml}, T P. 3 I (1 ' MIN.) I I I I I 0' MIN. 1 1 ( 0' MIN.) I I TYP. I 1 —-- =L-- --� — — — -- I— -- — --I -- —-- -- I + 5' 5' 1 6.5' 6.5' 35'R I T I � NO I - -� - - 240 ADT �_I�tpL 0+00 x 2I3 12+�0 =- -- 11+00 =-- - 0'-_ -- > 14+00 ---2Dr----=-----_------ _--_- _ + PARKING 15+00 1 6�+00 _ SIGN 54 i�,TYP. �- - - n '� TYP. - - 553�46'36°E I I - --------BEGINTERRAPINLANE/ 1 STA. 1IT+00.00 - - - - - � 1 \ 1 \� t BLOCK MATCHLINE - SEE MEET 14 29' /_15'R < KIP > 30'- VDOT STD. CG-12 HC-RAMP, TYP STREET STPr 11+99.4G-T-ERRAP+N-T-RA 18' STA. 10+00.00 MEANDER WAY NAME SIGN 35'R - N o AVAILABLE GUEST, 29 R.O.W. TERRAPIN TRACE _ - - - - _ 1120.26' STOP 1 r0 Lo ON -STREET PARKING V VD_OL SIGN o (PUBLIC: 25 MPH)GHT �INE�25MP 1 - CG-6, TYP - -� M PC = 10+14.50 _ _ —co PC 1= 12+99.51 1 NP>` --- r SIGN _-_-- __--- I O O SPEED VDOT STD. CG-12 � �' M HC RVDOT STD. CG- 2 LIMIT SIGN 20' MIN. MP� I _ 10' FRONT SETBACK, TYP. F_ T P. � 1F � � rNT SETBACK, TYP. 35'R I v I i I 5'R TIP. � I � � � I � I I Z m PA KI G i/ o n , D ccn SI N i II COo LIMIT SIGN 11= 5 91 �✓ LOT 1-27 11 I LOT 1-28 Q 1 LOT I-29 I I I I 6' LOT 1-39 - ,935 SF I 4,596 SF I 4,644 SF _ 32 R. W. 8,646 SF 01 6 U) LOT I-30 LOT 1-31 7,0149 SF � 5,952 SF i� \ �� 11 5 952 SF -� - IIII I I I \\ QQ AVAILABLE GUEST, / I - ON -STREET PARKING y, 18' 1' TYP. 6.5' S 5' REAR SETBACK TYP. L L r L DOT STD CG-6YP , . ' �l Z NI 2 / o wl 5' 6.5 R.O.W. �, I /�+ `'� S LOT 1-40 �,.- 1' VDOT STD 5' REAR SETBACK TYP I /z � to I / 6,481 SF j o MIN. \Z •2 N. o0 � TYP. � ° 0 i p n i o �2 r � v LOT 1-41 5,952 SFoo AMENITY SPACE i LOT I-42 5,952 SF CG-6, TYP I I � A ° cal -j CL cr z i N 'REAR SETBACK, TYP I / I LOT I-38 / i AVAILABLE GUEST, ON -STREET PARKING I I 7,681 SF i —_ a I I I Y / / U U 1 LOT 1-33 TYP. \05� II 7,021 SF _ r G I v77 o / /Lu --CI u' Q LL 6s 00 S � � � LOT I-37 __ _ 8,394 SF / / / I / 20 TY_7777� _j / 1 LOT 1-34 15+0 66 / 1 / 5,766 SF MATCHLIN/E JSE SHEET 14, Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_1 H OF c Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB ISSUED: SCALE: 1" = 20' REVISIONS: SHEET OF 72 i BM SET/MON. I w ELEV. 381.50 I Z I W TW 3 72. 00 I —co— _ INV. 369.48 I r � 63.8 LF OF 15" I O \\ CMP @ 2.67% 175' TO CENTER OF MOOSE LANE U.S. ROUTE 250 55 MPH 66' R.O.W. c, SIGN � � O PA VED CD SINGLE WHITE STRIPE / / LIMITS OF ASPHALT SIGN DITCH i MILL & OVERLAY, TYP O I� �— -DOkJB6E-YE-LL-0WSR1P��� — — — — — — — — — — — — ----- — — — — — — —————— — — — — — — I i I I I I I I I I MP @ 4.70 0 10, 20' �40' 80' I I i INV. 376.44 NV. 375.00 -- O \ FIBER OPTIC POST DOUBLE YELLOW STRIPE \ / YELLOW SYRIPED GORE SIGN / GRAVEL o DITCH DITCH ° ------------ ,�INHJTE=LIME --- �--,� / SIGN ----------- ------------------ ---- —----------------------------------------------------------------------------- ------------- --- 12 f — —12' ------ — — — V S- 11 1 ;m I-- -A - - I--- — — — — — — — — — — — -------- ------------------------------------------------------�--- —-------------— — — — — — — — — — — — -------- --------------------- 50'R 12----------------------`--- 12' 12' - - - - -12' T — VDOT STD. FIBER OPTIC O 50, CG-7, TYP VAULT Co / 10' ASPHALT TRAIL MARKER + ' Q W/ 2' SHOULDERS (2% MAX. CROSS SLOPE) FIBER OPTIC VDOT STD. CG-12 LIMITS OF NEW � ADJUST EX. ENTRANCE TO HC-RAMPS, TYP PAVEMENT, TYP CUMBRIA DRIVE AS J NECESSARY (PROVIDE PAVED APRON) N TEMPORARY CONSTRUCTION EASEMENT OR LETTER OF W PERMISSION FROM OWNER OF W TMP 80-58A TO BE AQUIRED = PRIOR TO CONSTRUCTION U) W AMENITY W SPACE U) AMENITY SPACE W Z Molt Q R RFAB SETBACK Ty — C/ � M o T� AMENITY W o: IF I SPACE' W } F REAR ETBACK, TYP 5' AR SETBACK TYP. 5' REAR SET ACK, TYP. 2 Y I 1 3,434 SF FOOTPRINT SHOW 3,43 SF FOOTPRINT SHOWN ` W UQ F6,000 SF MAX MUM 6,00 SF MAXIMUM 3,434 SF FOOTPRINT SHOW14 II STA. 18+66.39 TERRAPIN TRACE _ W STA. 10+00.00 MOSSY ROCK RD 6,000 SF MAXIMUM cn I I I I I I I I I I I I I I Y I LU z LOT 1-25 Y I I I I I I I I I I I I I 1 I Z 7,547 SF I U I CONTECH BRIDGECOR SINGLE RADIUS 12' X 20' w J u- I m I STEEL ARCH SPAN ON CONCRETE 12 X 20 1 1 GARAGE, o GARAGE & 1 PARKING APRON b w LOT I-26 STRIP FOOTINGS, OR EQUAL / 12' X 20' w 15 - TOWNHOUSES W/ 1 CAR U 5,630 SF (28'-10" SPAN X T-5" RISE X 71' -10"L) / 20 TYP GARAGE, 20 GARAGE, } } 20'TYP 1— ww CONCRETE OR MODULAR BLOCK / j TYP. 100' TYP. 100, TYP TYP. 100, GUEST PARKING ON TERRAPIN v) HEAD/WING WALLS, TYP. / / I 34.3' 1 I I I I 34.3' 1 I I I U I U 34.3' I I TRACE (4 REQ. - #) AMENITY TYP. I 1 I I I TYP. I 1 I 1 - c I m TYP. I I I I SPACE / Q LOT I-50 LAST 1-51 LOT 1-53 Q Q LOT 1-57 w w LOT I-59 1 i LOT I-49 1,860 SF 1,860 SF L T I-52 2,418 SF CD � 1 860 SF 1,860 SF L T I-58 cn 6 LOT I-60 LOT I-61 LOT 1-62 LOT 1-63 2,418 SF 1, I60 SF LOT I-54 1,860 SF U) 2,41 SF w w � ,418 SF 2,�18 SF w Q 1,862 SF 1,860 SF 1,860 SF 2,418 SF o 0 o IVN.. �I I I I`) WIC I� I L 10Zo YP. I I I I II I I IFRON ETBACK ALIGNSMT TY FR T SET ACK a4 IGN W A S/$ ASEM N7 T P. FRO T SE7 ACK A I N / ACSA ASE NT TY(10' MI ® I I (10' M ) 24' I 0' MIN. I MIN (�0' I .) ` — — — TYP— — — — — — 10' — — — — TYP. 1' i N P 6.5 Fnn STOP SIGN (500 ADT) ��_ (� ��.�� it I # t)j I�', I I #1 Y�' �� #i17+00- - -- --- _-- ---_ f+I -1- 20' 0 19+00T R.ow. 20+00 (200 ADT) 21+00AVAILABLE GUEST, -- 'p 29' S53°46-36"EQ 54 I P-A KING 01d- K11lIG p-pp 1 — r TYT I iSIGN VDOT STD. 29' ON -STREET PARK NG 1 1 T- TERRAP N TRACE 1120.26 — —J —— — — — _ (NP<) CG-6, TYP REQUIRED FOIR ��OCK I 1 I 1 w (PUBLIC 2 MPH) — — — — — — — - - VDOT STD. _ _ I I CG-9B, TYP �P>----- 6.5' I P I cC°,--"' NP> --- 6.5' <NP> 5' 280'SG-gLINFL (25MPH) --- — Z ----- 20 I 5' , -- -- -- -- 1, -- RC-=1-0+-30— — I 11 � ♦ I 35'R sR _ 35 I I 1�RQNT SETBA�1� TYP I I 35 - o - STREET o to V, STD. CG-12 31.5' DOT II a 50'R � � L NAME SIGN o HC-F�AMP, TYP 1 �� 1 „ LOT 1-14 I, � Y P7- _ 0+ J Lm 71 03 I / I ST P 'l LOT 1-66* " 6,784 SF w W/OACSA ESMT TYPIGN �I LIMIT SIGN SI N / 7,528 SF (10' MIN.) 24' M . 18' I TYP. II I _ LOT 1-13 5,950 SF a II II i — SIOE SETBACK I -� � TYP = J U � — _' SIDE SET qCB K -n�p—. CZ7 � J � Q` II m L — LOT 1-12 - — — 5,950 SF co o � � AVAILABLE GUEST, ON -STREET PARKING II I. I I LOT 1-11 'I 5,914 SF I II I :ST, — ZKING / n vrj 0 20' MIN. Tg IQ / TYP.=Tp so (::)20' 9 TYP I �'18' EET K 1 a ZTY _ PV. Z N w I 1 Q I' — 10' FRONT SETBACK, TYP. / o 18' may„" a 1 -— LOT I-67* * TYP. LOT 1-65 1 .5' !mil ' Qz 5,952 SF Y / 8,836 SF 2 �o ll co ' mLL 6.5' R._ II w 1 � � LOT I-64 Lu 7,062 SF co co j 1 V OT-Sty LOT I-68* CG--6,SYP � 5,952 SF 1 F REAR SETBACK, TYP. 'i LOT 1-69* 1 5,952 SF AMENITY h 1 co ' 'I 1 SPACE � ^ o Z J = — MATCHLINE - SEE SHEET 15 CJ" i i 01 i I' STA. 20+92.20; 33.50' RIGHT = / CENTER OF CUL DE SAC TERRAPIN TRACE SINGLE FAMILY DETACHED RESIDENCE W/ 2 CAR GARAGE AND 2 APRON SPACES, TYP. BLOCK I TMP 80-52 RIVANNA INVESTMENT RESIDENTIAL DB. 3641, P. 400-409 DB. 3536, P. 594 =RVED �F-WAY =MAND Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ��PV7 H OF Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB ISSUED: SCALE: 1" = 20' REVISIONS: SHEET OF 72 I I I I I I I I I I � I I I I LIMITS OF ASPHALT I MILL & OVERLAY, TYP 1 c I DOUBLE YELLOW STRIPE YELLOW STRIPED GORE / PAVED — — — — — — — — + 720' LANE TRANSITION +00 uu 12'+ — — — - — — — — — — — — - — — — — - — — — — — — — 4 — — - — — — — - — — — — —.— — — --- - - - - -- _ _ -- _-----r--=== -- - -- _ --- - - _ ,-� -- \ GRAVEL _ �/(10) MAILBOXES 25' LIMITS OF NEW PAVEMENT, TYP TEMPORARY CONSTRUCTION EASEMENT OR LETTER OF PERMISSION FROM OWNER OF TMP 80-58A TO BE AQUIRED PRIOR TO CONSTRUCTION TMP 80-58A I— MARYBESS w JOHNSON = U) RESIDENTIAL DB. 5681 P. 608 ww U) w J U Q I 0 10, 20'40:0 49.10 LF OF 15" CIP @ 4.71 INTERSECTIO AHEAD SIGN SIGN -- — -----— — — — — — — — — — — -- —-------- 33+00 33+ 1.87 I 12'+ U.S. ROUTE 250 (55 MPH) I� 112'+ I -- ---- MAILBOX 0 __ ———————————————— �--- — �- ------ INV. 364.23 I INV, 363.62 I � I \ I I FIBER OPTIC \\ POST \\ 31.2 LF OF 12" \ �\J CMP @ 1.94% \ \ \ TMP 80-58 \ ` JAMES RICE \ RESIDENTIAL DB. 3998, P. 409 DB. 3536, P. 21 \ — I DB. 568, P. 608 I � I I I I r I I I I 1 I I I I I I I I I I I I \ / VEN)001 TMP 80-53 / COSGROVE \ RESIDENTIAL \ DB. 2821, P. 505 I J � / / / / / / / / / / / / / I ' / I � i \ \ TMP 80-54A \\ \ TODD COSGROVE RESIDENTIAL \\ ,`DB. 3998, P. 409 \- DB. 1701, P. 672 / DB. 354, P. 399 i � I � O O I � I � i I � � I i � i Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com Alan G. Franklin Lic. No. 35326 o =, Fss / 0 NAB ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 , I MATCHLINE - EE SHEET 9 I I I I I F- _ I — J I 0 10' 20' 40' LIJ 80 W I -I -- - I (n — — — — — — — LLI — — I LLl cn I W I Z --- I I D- TMP 7 TMP 79D-13 9 14 TMP 79 D-1 5 � R. GREGORY MAGRUDER I �- R. GREGORY MAGRUDER R. GREGORY MAGRUDER U RESIDENTIAL I RESIDENTIAL RESIDENTIAL DB. 368, P. 175 DB. 368, P. 175 I D8. 368, P. 175 TMP 79D-12_ / R. GREGORY MAGRUDER 1 I / RESIDENTIAL I I D8. 368, P. 175 I II I I 5,956 SF FOOTPRINT SHOWN I 8,000 SF MAXIMUM NOTE: \ I PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND I 1, MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR I MAINTAINING THE PRIVATE ROADS/ALLEYS. / AMENITY SPACE 5,956 SF FOOTPRINT SHOWN 8,000 SF MAXIN UM wo MONISM — 5' TBACK am TYP. AR ------- _ SE I \ I .----------, -- / — — TYP. K i $A _TSE---------- 20' REA R R 5 I • V ---- -- '� I TYP --- O a O O O LOT G-12 , O , O O O 42.3 O F- - 3 786 SF 20 I LOT 1 O �- O G 0 _ I , 0 0 0 ° ° 000000000�000 I ��TYP Y Y TYP 1,962SF LOT 0 0 0 0 0 0 0 AMENITY SPACE I 2,007 SF O ' / O O 00 0 o O 0� O 00 0 0 0 LtN R PARK W/ TRAIL I 1 1 Q LOT G-7 nl O 0 0 0 0°° O O 0 42.3 LOT G-6 w w 3,118 SF I LOT G-8 LOT G-9 (/�/ O 00 O O O Q 0 0 0 0° 0 O O LOT G-5 LOT -6 cn ~ 1,954 SF I 1,958 SF VDOT ST CG-6 (V O 0 0 0 0°° 0 0 0° 00 Q O 0 0 TYP OT G-1 LOT G-2 LOT G-3 1,936 SF I ,� I w I I (DRY GUTTER), O 0 ° ° °� 0 Q O O ° ° ° 0 3,019 SF 1,924 SF 1,928 SF LOT G-4 I o I TYP I0000000000000000000000 I I I 1,932SF I ILO a = � 00O°°0oo00°000o00°O I ► I ---- -- -�_ I 1 ° T TY � 5, FRON �S CK' QO00 00000 00 ---- I I 0 0 0 0 - O - O O O � � � - �I _ O O - O O O O O O O O - O - \ O O O 5.5' n O _ �YP O 1 O � O CK, O A 0 00 0 _ o O O O F ROIN� � � I O 5 OO O 1 O O O O 0 0 I 0 0 0 0 0 0 0 o 0 0 o O 0 o 00 0o O O o 0 Q 000 \ I , 0 0 00 0 Q 0° 0 0 0 0 89 O 0Q0 O O , Q O O O O 9 TOWNHOUSES W/ SHARED PARKING IN CONGREGATE LOT W/EASEMENT _ ------------ ACK— Y U / Q 42.3' m m pp T T�G-13 co991 SF LOT G-14 0 / Q 1,900 SF / C / 10T G-1F / ,900 S { o0oU00000'D_ _ 000 000000 9SPAC S O 00 00 1 6' YP. 18 0000000 O 9' 5'R,TY 'PSAC S 0000000 12SPAC S@9 'TYP 'TYP. @ 0000000000 'R, TYP: � 15+00 WETLAND 00000 ° °O 0 0 `°CONCRETE 1 3 A ER D KING CATTAIL COURT 26 _ 14+00 Q O EASEMENT, +VDOT-�T-B-1 — � 000 0 DUMPSTER PAD 5'R, TYP. TYP 16+00 ° (PRIVATE: 20 MP_H) —I CG-12 HC-RAMP 163°8'13 �� BLOCK G O ° ° ° O & ENCLOSURE 30' PRIVATE STR S5_8 1644 —�— O ° O ° � 0 ��ET— 265.49 O 0 O O _}_ — R.O.W. 25,R 30' PRIVATE-SIFREFT_ °000 26' + —I 54 VDOT STD. _ R.O.W. 00 8 14.3' 9 CG-6, TYP TYP � 7/' 4' � DARE ARKI !�ASEMENT, lqqw*yp O 18' 16 SAC S @ 9' TYP 9 6 SPAC S @9 1 g1 TYPE' STA. 16.98.00 = BOC TYP. 15� FROII/rt --- I END CATTAIL COURT / SE-rBACK, y, 5.5 2' -` I / 42.3' / TYP 15, F 1 1 I \ OT G-25 / / / RONT E_TQ CK T / 0 0 0 0 1454 SF Q ;V�Wj LOT G-26VDOT ST . INEA TRAILO / 1,715 SF 1 836 SOT F t / a 42.3'CROSS-LOT SHARED '. CG-6, TYP Q 0 O O O 0° �_ LOT G-28 I >- O O O 00 O°° O 0 0 0 O 20' / 2,991 SF U TYPPARKIN6 & PEDESTRIA 1 8 O 0 0 0 0 0 0 0 0 0 0 V ACCESP EASEMENT (WATCH) 0000°0000000°° m \ CROSS -LOT SHARED 0 ° ° °° Q O ° 0 0 ° ° ° °O / TYP W OT G-29* PARKING & PEDESTRIAN O 0 ° ° O O O ° ° 0 ° ° °0 O� 2,991 SF LOT G-30* ACCESS EASEMENT (HATCH) �0 O O O CD / / W 1,900 SF LOT G-31* 0 0 0 0 0 Q 0 0 0 0 0 0 0 1,900 SF / Q O ° O O O O O 0 0 O 5' co LOT G-32* °0 O OO O°� °° ° °0 REAR SET C1t / � / 1,900 SF \ \ \ STREAM ° 00 O �0 C 0 (TURWI O® TYP / .l'� 20' 1 1' _ \ ° WETLAND O 0 O ° SI 00 O O 00 P0 0 QQ -- _ - AS Q �° OTPRINff AR Q o Q ° _ c MAX111�'l�tb°O QO 0 CD� ETe A TYP. 7 -_ O ° ° ° _ °-------------- 0 O 0 0 0 °5;956 SF FOOTPRINT SHOWN 0 0 0 0 0 O 000 � Q OOO SF MAXIMUM 00 °OO O O CD00 00 / -- ° 000000�OvC,)LJ— 0c�00000 O00 — - -- O00 °°O° 0000°OO °OOO O000Oo 00Oo00oo Oo°O OOOOQo / - - O°°O�\O0°\oO0000\°O°00000000 �000000000Q0000000000000000000000000 _�-__- - --- - °000c'D1 0000000000000000000000000 _ Q O 0 0 0 0 0 0 OOO 00000000000°000�0000000°000000000°OOO 0000 O� 0000 0000 00000 0000ti _`---__---_ °°°000 O °°°O�°O OQ°°°OO°O 00°On 0°O° °000000 O / �OOO / -- O ° _- -_ °O ° \ch0 °OOO° °°OO° °°O° ocr J _ - Qo°°° °`'° 000 OoOOoo 000°°° °00°° ---_-- - 0000� ° 0000 °OO °000000 °�0o�°°O 0000°0 °0 00�000 CD ° c`r OOOQo 00000 00000 00QOLa OO000 O°OOQo �. 0 0 O 0 0 0 0 0 0 0 0 ° 00 n /e .oc\l O °000000o O 0000000 0 O O °o° �°oqo o 0000 °0000^ W O W O° O° 0 0 0 O O U O ° � n O OQ O O O Q O O / I -_ - ,_ O 0 O 000 0 00 O O O °O ° O � O Q = / - — c °�Oo°O0 ° ° ° ° °O ° °°O 000c00a0000_ 0000 O _ -- � 000° O° O 711111 obo °00oO000 0;0 O°0a00O °Ooo00° LLJ 0000°O 000 OOOO°���OrJ°O�00000000000000� CL �Oo0000O 00000OQ0 0000 OQ0 Q O 00000 O 00 000 °00000 0 0 0 000000 00� W' 0 Q O o 0 0 000000° 00 z DO 0° O0°°0O0 OOOO 0O J 0000 - - - o °° ° ° ° °° ° ° ° O n Q ` '_ \_ o00O Q u O ' BLO K E I I OCK F � I - / Lij ' co Q —� a MATCHLI -SEES EET 16 aco Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF c Alan G. Franklin Lic. No. 35326 W NAB ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 MATCHLINE - SEE SH ET 10 w 0 10 20 40 80 _ \G7 w w 07 1 w TMP 79D-15 J R. GREGORY MAGRUDER = RESIDENTIAL DB. 368 P. 175 LOT I-36 MATCHLI�E SSHE�1 2N T P. f- 5 8,504 SF �E DOT ST �X, ON -STREET PARKING ZONE* / � � �-� -6, TEXCEPT Y � y , ` ' DRIVEWAY/H ERE BL OCKING ST i �� _ i' �`� d � ON -STREET PARKING 'MIN 18�, � �/ U • __ � / � � � � TY TYP.LIJ � LOT I-43 �, 18' / 6,436 SF / ��� o �t Q LOT 1-35 TYP. / SINGLE FAMILY DETACHED 7,622 SF m RESIDENCE W/ 2 CAR GARAGE AND /;�yQ + Liu/ 2 APRON SPACES, TYP. / - NOTE: PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE ROADS/ALLEYS. BLOCK G TOWNHOUSES W/ SHARED PARKING IN CONGREGATE LOT W/ EASEMENT AMENITY 5,956 SF FOOTPRINT SHOWN SPACE 8,000 SF MAXIMUM _ _ 777 _ i 1 �1' TYP _ LOT G-16 1,900 SF I REAR _ LOT G-17 �' / a ETBACK TyP _ 1,900 SF / LOT U _ 2,991IF SSF / / W LOT G-19 / 20 / W �� / � � -STA 16+43.49 BUTTERFIELD LANE It �Q�`-, .Q >> / l I STA. 15+70J4 MEANDER WAY / .� 5`� ® 1 FRO / � � TYP. / LOT I-47 � / °;c �ti )4* / O F ( 5' / 7,404 SF � / �' ��20��� � � _ _ _ � / / coo TYP. l� o � i e -- 6.5' / e 2 / _{ Op / M AD � �A gNDE - / (P(Je�lc M - _ 15+00 / / P H ' 54 �29/� R.O.1N- N42°�01=w /l / 137.68, STREAM TYP. _ ' LOT 1-45 '� _ 6.5 5' I / 8,842 SF �� / �� �� / 1 �NP� STREET I NAME SIGN � // II 18 _ /#P TYP p'STOPBLOCK I FROTSE\V/ TBACK,I 35'R f-I LOT 1-46 8,722 SF ' VDOT STD. CG-1 HC-RAMP, TYP o �I f LOT 147 n / 7,577 SFLu 1 I ►� LOT 148 � _ I to�#P / 8,103 SF ll Y k. , 0 L - -- W 2,991 SF _ / TYP _ '-J'I 11 � I J _ _ / W 1900S� / / /�� � � ll ll r- I -� -�. C 140' Z I J Q= __ tq CO LOT G-21 / / 1 ll ° J 1,900 SF / I \ II I pLjjcy LOT G-22 _ o I FRON VDOT STD. G-6 1,900 SF / 1 \ 1 U ETgAJJ CK Ty - DRY GUTTR), / / 1 900 SOT F / \ = ilDOT STD / I ro / LOT G- 4 / CG-6, TYP / 5 / 1,900 F LOT G-42�\ AMENITY / 5' _ a 42.3 2,660 SF SPACE RE SE I / / TYP / I V l TBAC� P I-_� m p#P 15 FRO / *ft 13+00 / BMP G3 1 ll a I_ 5'R, TY �r _CG 12 STD.T PARKIN'- 4, _ 1 11 Y - ` 1 / m Q / ll REQUIRED FOR PARK Q U 1 2 m �v �4, HC-RAMP N41 °24'S7„W (52 q p 14 P A / I 334 T) CES 1 / ll LOT I-1 � w ll ll (#P) (5) CO TYP g 13. -CAT @ s \ 1 ll W ll LOT I-2 / l 1 TYP � ,A� 12., 16 P ACE @ 9' (PRIVATE. 20 - - _ \ 1 ll 6,826 SF 0 6,825 SF ll ll I MPH) _ 1 i - 11 I ll ll 30' PRIVAT ET II l I R.O.WSTRI� _ 5'R �-� ll ll ll I 0' _� LOT I-3 11 l I ; r_#P a YP. >- / /----VDOT T 11+0p 50' PRI \ 7,850 SF � �4 CG-12 � STREET � � \ V I r -ELJ � '� 9 HC-RAMP R.O.W. \\\ \ Ih ll S A 19+23.49 BUTTERFIELD LANE =II 1' 5' 91 1 \ l W w TYPE ` \ 2'MIN. / _ STA.13+88.87 LAZY BRA H LANE ® 1 14 PS CES 5 R STREET �A - �V _ TYP' / 1 I 3 g' Q W CG-6, TYP 1 4 9 NAME SIGN TYP. 1 6 ' 5' ,- *5.5 / I 1 w LOT G-33 - � \ \\ \\ -� / � � � I � _ z _ Jj Z � 1,900 SF / NP> % \ <NP> NT 1 TOP / a PEED O ��, / \ \\ \ _ SAC I IGN Z v o 1 i 15' FRO zp �� K TYP I v IMIT SI B z / Y z l VDOT STD.- U / Y 42.3' ACK Tye �p SPEED \ CG-6, TYP VDOT STD. CG-1 LOT G-34* m U TYP / \ \ -RAMP, TYP 2,991 SF '- Q 1 17+p0 \ \\ LIMIT ftrN W () _ _ �I rW b / 1� ♦ I - \ - 16+ � W 2 99G-3 / / LOT G-37 / CROSS -LOT / - - - - - - - - 28 ' 1\\ \ 0p 1 35 R / I Z Q / LOT G-36 1,900 SF PARKING & 7DESTR IAN - V SIGHT WIN _MPH \� - - - - - - \� . _ NP> 5'1,900SF 25'R 25'R---- ACCESS EAMENT(HATC ) l 6 - \_ \\ \ i69pgp - --------- ------ - - - - -- TREET 1 90OT 0 S 8 LOT G-39 + / X16 0�,° ` 20 _ - - _ - - / / �� _ 9' - - / STOP �'�� > > �C -),P-, #P -, \ \\ 0-S1GF�] AME SIGN 1,900 SF-F---- / l 1 0 0� #P ., NP \ \ - - - - - - �N42 01, , _ 15+00 :NP O + - 35' SIGN o \ \\ \\ _ _ _ / �:_ 20' LOT G-40 T _ 140' 1,900 SF LOT G-41 �£ VDOT STD. CG-12 / Q� o <Nf3 T - - L \' 1' �_ / TYP 2,660 SF /HC-RAMP, TYP / Ley l _ - \ _ _ \ \ - , = #P ___ --- � i l #P _ Z l � - 61' � I - �/- A \ \ I -- / �i /l � � \ \\\ \ � �P�RANCH L ��' R.O.W. LANE ell E I s / / / ,�`1 ADO #P \\ \�\ C' MPH) / #P RED�� '� i �p • - �- � �' ' �� � � #P �I I� l� 20' T1'P o = -TYP_ cfl # _ - - �T ------- _ �� n - - - - #P i --------------------- - JP cy)------ �cUl / _ / 20' MIN. #P -- / TYP. _ - - - 7 WOO BMP G2 / �/ -ON�TREE f#P TPARKING _ - - / I i w, 0 O O _ 5,956 SF FOOTPRINT SHOWN / REQUIRED OR PARK AMENITY I I II #P -La 0 00 O O ---_ 8,000 SF MAXIMUM / � ��/ `�Q / � ' (#P) (6) \\ SPACE / N STA. 10+00.00 CATTAIL COURT - _ woof ° O O �0 O O -------------- ;" / i � � ON -STREET PARKING W � O O O STA. 17+59.80 LAZY BRANCH LANE II _ ------ (#P) (12REQUIjED FOR PARK / 1$' _ O 0 0000'O Q O / ti° i� \ 1 1 �, ,r-00 00 $ / / \ ll �� �G9B TYP / 00000000 OO VDOTSTD. i ZOO 00 O O O O O O O � CG-6, TYP X / / / / \ I II ll TYP. F 00 00 / \ Ro -,000 000 ;. ll 000 OC I I l NTS �C AC- �_000000 00000 AMENITY SPACE 0 0 0 0 0° O0 0 0 0 0 0°` LINEAR PARK W/ TRAIL 0000 O0C' ���00000000000000C) Q�0cooc 000000000000 �0000000000000000000000 O0 00 0 0 0 0° 0 0 O Ooo000000000°00000 O O O O 0 0 0 0 0 0 0 0 0o0O000000 WETLAND STREAM 5,126 SF FOOTPRINTS 8,400 SF MAXIMUM - 6 TOWNHOUSES W/ 1 CAR GARAGE & P,RKING APRON LOT F-7 2,471 SF LOT F-8 1,640 SF ------------ .RE A _SET BACK TY: j LOT F-9 1,640 SF / LOT F-10* 1,640 SF LOT F-11 1,640 SF 12'X2 ' GARAGE, TYP II ll GN w/ A BMP G1 \ 1 I 1O MIN SA AS�M NT I �YP. � LOT J-34-- y 6,856 SF l/ / CONTECH BRIDGECOR SINGLE RADIUS 1 ll II ll LOT J-35 � 1 cYi STEEL ARCH SPAN ON CONCRETE 1 6,856 SF LOT J-36 STRIP FOOTINGS, OR EQUAL rftft ll �, 1 1 rn / (28'-10" SPAN X T-5" RISE X 90' L) _ --- �' ` 1 W W 6,856 SF Y I 1 CONCRETE OR MODULAR BLOCK l Lu II U 1 / HEAD/WING WALLS, TYP. ' II ll _ o � Q ll ' l _ �I l �I LOT J-37 ll 6,856 SF STREAM BLOC J l PT_ ' 19+26• 13�� I _ 'r l I WPO STREAM N c) / BUFFER AR �Wrt 31' _ CK 91 WETLAND 000°000o COMMUNITY PARK °° O O 0 00 O O O O AMENITY TO BE DEDICATED TO THE COUNTY OF ALBEMARLE 0' / 00 / 00 O O ° O STREAM FOR PUBLIC USE AS A PUBLIC PARK O O 0 0 0 MATCHLINE - SEE SHEET 16 - - - - Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com e"'p_*TH OF c Alan G. Franklin Lic. No. 35326 W T � Fss / 0 NAB ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 r I ' r / LL LOT 1-10 STREAM ' I L 5,767 SF / I— 1 j�l i O SINGLE FAMILY DETACHED 20, _ _ = RESIDENCE W/ 2 CAR GARAGE AND _ 2 APRON SPACES, TYP. TYP. - 9r _ 1 / O - / N-STREET PARKING ZON LEXCEPT WHERE BLOCKING %� DR1VE �AY jj O 1 O =�� LOT 1-9 II / ON -STREET PARKIN / 5,767 SF REQUIRED FOR PARK j ll 1 (#P) (15) j J _ _ 18' _ TYP. j 6 AVAILABLE GUEST OON -STREET PARKING' O LOT 1-8 ' / O 5,767 SF Y _� U ll ,c I o 2 I Ntt TYP. SE$AC W / 1 �_Z ODE _ o � 5 U m 1 LOT 1-7 / w 5,767 SF r z O _j p AMENITY � llSPACE 1 - _ - J O/ --O LOT1-6 _j 5,767 SF / r 1 1 I 1 LOT 1-5 I BMP 12 I 5,767 SF 1 � I ui � ll W O 1 11 / 2 STREAM CC) N \ i BMP 13 UO _I LOT 1-4 ll Y N I� O 7,631 SF ll mQ w Cry \ k Lu co � v SIFT LINE E=T EED MATCHLINE - SEE SHEET 11 l_ � a O — 0 \ 10' 20' 40' 80' - o tr 1 - / LOT 1-70* / AMENITY \ m L _ 5,952 SF / SPACE v \ \ P CO 1 - ` Q a O v O M a T YP 1 • - j -- 5' SIDE v v S 1 cd TYP. � 00 c� 5' .5' _I z LOT 1-71 * ll a 1 5,952 SF j 29' o Or 54J 6.5' S, 00 j � R.O.W. v / 2 `! � �Z m #P j V � + o ' \\ 1 / • _ _ 00 \ #P t SINGLE FAMILY DETACHED \` \ j I i RESIDENCE W/ 2 CAR GARAGE AND \ I 2 APRON SPACES, TYP. \ \ =i I PC - 13+79 \ \ # 1 1 \ #P o II �GDOT' STD. LOT 1-72* �� 1 o -CG 9B,,TYP 6,541 SF \\ \ � � 1 \ 1 i N ,_ O I ❑ 1 I #P�� I 19, 18' _ I TYP. 4f O LOT 1-73 \ 1 -- / 5,23 7 F \ S TMP 80-55B \ DARRELL O \v \v ULLERY v 1 RESIDENTIAL ` II �/ DB. 2478, P. 535 \\ 2d' �� \ P T,YR. V LOT 1-74* \ 01 MI \ TYP. 5,228 SF \ �\ SPEED STA. 16+44.57 MOSSY ROCK RD = to \ LIMIT SIGN y / � � i /O STA. 10+00.00 LAZY BRANCH LN / I I \ \ LOT 1-75 5,214 SF I O I � O 35'R �O 00000�_� LOT J-57* <5,223 SF O STREET I NAME SIGN l ♦ TMP 80-55 ♦ GERALD \ HUGHES V_ 05 P 9' \\ LOT J-56* RESIDENTIAL 12+00=121� � ` 5' \ o\ A 5,214 SF DB. 739, P. 579 �— — R=Z00.00 1 35'R #P VDOT S #P -, � � HC MP, TYP - II 1 #P #P -- _ SPEE LIMIT SIGN 20' MIN. ETg \; _ / CK LION — -- - /A �0,CSA O MIN � ESMr ;TyR O 18' / ll ll l TYP.' lYll 1 m jj LOT J 38 Y 1 ll . ll 6,857 SF / W ll o 11 CQ q ll PO STREAM UFFER 1 1 _ 5 REAR SET =gCKT— 1 9' �6053 � STOP 1 SIGN a�- <N_P> jjjj�_ _ _ P 25MQNl R.O.W. �PZ'� lPv Poi P NP� 6' ASPHALT TRAIL 1 LOT J-39 \, \ \\ 64 6.5' S LOT J-55* v\ 7,321 SF - �' R.o�w, O 5,187 SF ON -STREET PARKING \ \ O O /j REQUIRED FOR PARK000 5' So E / DOT C P \ \ \ /� O c LOT J-54* SPAN OF 6' ASPHALTO LOT J-40 A 00 5,178 SF �� ♦ I STREAM \ TRAIL 6,102 SF , � wo STREAM ,, PARK �O O / O O O \ 6' i / \ TO BE DEDICATED TO THE COUNTY OF ALBEMARLE ✓ i / / �\ N \ �Z \ ��/ O FOR PUBLIC USE AS A PUBLIC PARK�p \\ O � , \ \ j O �� \ \ LOT J-53* MATCHLINE - SEE SHEET 17 A.� \ \ 5,169 SF \\ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ele" P�1 H OF' G' Alan G. Franklin Lic. No. 35326 W T � Fss / O N A L ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 /MATCHLINE - EE ST 13 2,47 ° o SF 20 _ /�� /�� I SF F-8 I ifr_ TYP // / °� / LOT 40 SF LOT �F-10* LOT F-11--/ LOT F-12 I / 40 SF / 1,640 SF 2,745 SF / / AMENITY 1 1 16 / - // SPACE _L 42.3' I l v l l 0 FRO T SET / L 1 5' 9/- - - Z _-- ' CK l �' — - SPEED 31 _ A� a LIMIT SIGN 22+00 1' 10 -` N. co 61' / , g 1 TYP. Y R.O.W 5 5, / 35'R / - _ / TYP. �;; V/LLAGe� / 20' Pq YP. R j�+ (PU13LIC.125 / MPH 61' / R.O. / /STREET �Z / f /NAME SIGN _ I / MATCHLINE - SEE SHEET 4 ' i i ' 0 10' /40' 80' STREAM I / � 24+00 ON -STREET PARKING -�` ' ; �REQUIRED FOR PARK !� / o / (#P) (5) V 6.5 09 5 - `��1glow Ulm" / 6 TOWNHOUSES W/ 1CAR GARAGE & STOP / / — \�___----____ I BMPI #F i / 1 PARKING APRON SIGN I 9' 20 8 GUEST PARKING ON 35'R I STA. 20+99.66 LAZY BRANCH 12p' ` I I II SEDGEWICK LANE l I ( STA. 24+31.33 VILLAGE PARK AVE TYP, \ I (3 REQ. FOR BLOCK F) VDOT STD. CG-12 I / \ -_� HC-RAMP, TYP ON -STREET PARKING ^ aZ W REQUIRED FOR BLOCK F / a #F (#F) (3) VDOT T I V N/ 20' M I / 10' ASPHALT \ �% co M TRAIL ON -STREET PARKING CG-6, TYP I �/ 2 (0/ \ REQUIRED FOR BLOCK D #D % / I / 20, —�CONC. CURB FLUSH 10' , 1 ' S 8.5 W/ SIDEWALK, TYPIii / #D % 0) / - I / / ADA PARKING 1 ` J C, Q (0 _ 9.SIGN, TYP. 2,a,a TLjj a s o 1 g 5- _ 12 „ / N R. W. J I //g CRO I' "- 17.25, CAVILI0 #P U BLOCK D / ss,wALKQ l o / AREA RESERVED FOR o a NON-RESIDENTIAL/MJXED USE DEVELOPMENT I4 /� �•� / ]/ � /0000 - (�/ (20,000 SF MIN.) I / Z' /� #P / I I -- 1 Q _ PARKING/LO&DING Q; ; Lu / ZONE SIGN,YP. ; 0 J i #P _ _ 52, a RESTROOM 66 0 l iJ M >- #P I 29.251 80 8' it II f 81ICROSSw 8 GREEN -� ON -STREET PARKING / ALK REQUIRED FOR PARK / I Oi (#D) (23) / i �80' -- VILLA/TOWNHOUSE W/ 2 CAR GARAGE '; / I 8.5' , l /l I AND 2 APRON SPACES, TYP. 18' � (GUEST PARKING PROVIDED ON LOT) N +Io M N I l 17.25 4 6 I 91 ADA PARKING \; ' / / SIGN, TYP. PAVILION � 4 _ - VDOT STD. CG-12 z �, 20 / � � HC-RAMP, TYP v 0 5' 60' CONC. CURB FLUSH / W/ SIDEWALK, TYP 12' 12 #P � 0 / 11 20' �.� # T' 0 II #P - T- R.O.V. 29 TEgNjE I / 1'TYP (PUB � 5, --- I �#F LIC. 25 M H) f STREET #P � I + SAME SIGN 27I - � If 6 6.5' I , / o co 5' #P ' I ; 4' NPR l 8,432 S FOOTPRINT SHOW I / 11,000 S MAXIMUM I ;'I Q o I 10 FRONT SETBA STOP w _ / 120, I 63' _ CK TT=1GN , 9' 35'R TYP. O1/ - 120' PEE I TYP. #p �V 11 LIMI�f IGN 45 ' � � 6p, LOT H-1 5,094 SF / #P ISTA. 23+79.66 LAZY BRANCH LANE - / 20' IN. / STA. 20+30.68 STEAMER DR / U TY I m I Q /W p � 40 18' Iry "I; I w LOT H-2* TYP to 4,000 SF _ IU) I n w o L? #P BLOCK H 5' C) LOT H-3 31 _ I / 4,000 SF - 5' 6 ' � 9 1 ON-S R ET PARKING / R. W #P" REQUI ED FOR PARK I I VDOT STD. / I CG-6, TYP BMP H1 a VDOT STD. I CG-9B, TYP / LOT H-4 PC 1 4,624 SF +5777 i 1 � I 5------------- - _ _ SIpE SETgq K I I TYP _ I C o t N o N N It II X COMMUNITY PARK TO BE DEDICATED TO THE COUNTY OF ALBEMARLE FOR PUBLIC USE AS A PUBLIC PARK (SEE SHEET 69) �I i � I _ 24 WPO STREAM ' 75' _ CENTER BUFFER I CEN-WE NE ERLI OF PRO MENTS V / I OF R MP _ I — �l I l / AMENITY ' I SPACE / WETLAND / Do 0 0 0 0 000000001���0 I 0 0 0 0 0 OO 0 0a 00 I / 00000 / C,000 I cc I / O 11 - _ 150' / �I 1 WETLAND 000 O 0 0 0 0 0 0 0 0 O 0 0 0 °� 0 0 0 00°00 00000 000000000a O O 0 0 0 0 0 0 000 0 000 000 0 0000a 000000 0 0 0 0 0 / 0 O O STREAM / cl 0 0 0 0 0 0 0°°°°O O ° ° O 0 O OOO°OO MATCHLINE - SEE SHEET 18 i SPAN OF STREAM / x / 6' ASPHALT / I TRAIL X / / I / � X i Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_1 H OF G' Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB ISSUED: SCALE: 1" = 20' REVISIONS: SHEET OF 72 BMP 11 STREAM MATCHLINE - SEE SHEET 15 STREAM COMMUNITY PARK TO BE DEDICATED TO THE COUNTY OF ALBEMARLE FOR PUBLIC USE AS A PUBLIC PARK 6'ASPHALT TRAIL I\ / WPO STREAM 00 BUFFER � �000 I 6' ASF TRAIL BLOCK J STREAM STREAM WETLAND LOT J-41 X\ \ \\ 6,102 SF / ` 2�\ / / ♦ 0 10, 20' 40' 80, o i � �AMENITY \ \ SPACE�� TYP. \ I LOT J-42 0 9, \ '/ TMP 80-55 6,102 SF YPAGERALD HUGHES \\ / \N� ��� ♦ RESIDENTIAL \\ % `'oo / — \\ ♦ DB. 739, iP: j 579 <C) 7O VDOT STD. CG-96, TYP A\ WPO STREAM VDOT STD. LOT J-52* \� BUFFER /10,�,o CG-6, TYP 5,283 SF 0 / ON -STREET PARKING .00 LOT J-43 REQUIRED FOR PARK �\ 6,102 SF wo (#P) (9) - "�(31 6' ASPHALT �c96'\� / �� SINGLE FAMILY DETACHED TRAIL c9c» OZ ♦ RESIDENCE W/ 2 CAR GARAGE AND N 2 APRON SPACES, TYP. ' T �- 20'MIN. LOT J-51 TYP. O o W. 6.5" 5,274 SF ` o LOT J-44 o y 6.5 G� 6,102 SF-------------- s� BMP J1 20'M I 5 . TYP. LOT J-50* l \ \� �2 Pow s 5,264 SF \\ TYP.' 0 , , LOT J-45 \ `°� \ o o ` \\ 6,667 SF \ ` 000 \\ LOT J-49* 5,255 SF \ 18' 0 o TYP. ------------- ' "o LOT J-46 \� 7,232 S� � � �o\`� �'� � 0.0 o 35'R oolo r OO / \\ LOT J-47 ` 6,667 SF . �L dQ LOT J-48 \� 5,691 SF \ \\ -"I- \ 40P ` BMP J o STREAM �� WPO STREAMAll BUFFER Oo°°O OO°OO °OgOOOOoq°0000 ooOO°OO o°OOO � 00 OgO0gO0OOOOqOOO O� Ooq 00000O OgOoo°OO qOO 000OOOOg000O00000O ` Og000000000OOO 00°O0o 0000 O 00 00 ` O AMENITY SPACE \ STA. 22+60.30; 33.50' LEFT = CENTER OF CUL DE SAC MOSSY ROCK ROAD — VDOT STD. CG-6, TYP HATCHED AREA RESERVED FOR FUTURE RIGHT-OF-WAY DEDICATION UPON DEMAND OF COUNTY NITY SPACE ` I °0 0 0 0 TMP 80-55 OOOO 0OO°0 / WILLIAMCATON O ° 0 O RESIDENTIAL 00 000000000000 DB. 2701, P. 749 ` � ` °OO°oo°OO°O°°OO `, ' 000 O0OOOO°oOO° DB. 1712, P. 589 °° ` 000 Coco00)0 00000 / 00000000 00000 / 0000 O O O°° O° O0 ° O O O O O O 000000 0000o00O00C 00OOO 000O00000000C0O00O°0OO oO 000000 Ooo000 O COMMUNITY PARK o000a O°OO° 0 ` OOOC10 00OOOgOo0O00000000 TO BE DEDICATED TO THE COUNTY OFALBEMARLE OOOg0OOOO°g00000 000000°O0OgO FOR PUBLIC USE AS A PUBLIC PARK ` 000°OOOgOO°°O°OgOOo°OO°°00000 00 O0 / qO 0000OOOOOOOgOOOO°0000000 °0 WETLAND j-j 000gOo0°0a0g0000°0a0gOo0°°00gq 006 00000OOOOOO°�°000°0000°O0O°°O0 000C�O 0gOOgO° OOOO°O° 0°0O0 O / .Q o 0 0 0a0OOo°q�jgoO000C o° DO°Ooo000000O00000 )00 0° OO°q00 41 ° 0OOq OgaO OgOO°O 0000°O q DOOM 00000 O STREAM 00 °OgOOOOD�OgOOO°000000 OOOOOgOgOOOqOOO 0OOODOOgOOOOO°°q a0O°°O00000OOO°OoOOO°°°O°OOoOO°O°°OOOO��O°0O0000O°O0Og000 / 0000° O )000 0� 00000°000000 000a000000 OOoOO°O° 000°OOO 00°0000OoO0 0000O�°O°°000000°0OO 00 00 °°°000O00000C 0000000 Oo°000OCD0C 000°00`000�°OgO0000CDOOOO O0000OO OO°O00000OOO°00O O0OOOOOOOOcool) 0000�° OOgOOo 000000 OOOgOOoO 00°O000a °qO OOO°O00000 DOOOOCOOOOq°0O DOogOOO°��O00�OOOgOOO°O°000000OO000OO / MATCHLINE-SEESHEET19�ooQ000O(00000 o0000000 oO�OOo )000O0O 00000 000°O°° / oo°O OOOOO / ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF off Alan G. Franklin Lic. No. 35326 W T � ass o NAB =w Z o�� J � � 00 N > Z W D Q O 10- z w Of J O z LLI J \ co0-J J Q W H J Q Z L.L ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 362. O / O 00 O 0 O 0 0 / 00000 o 0000 000O°°O / s' OCOOOOO 0000 0000 coal 00 0 O°000001) 000 U� 00� ,000 0 0 0 o O W I I I I\ / BLOCK H STREAM AMENITY SPACE LINEAR PARK W/ TRAIL /i / 7.5' TRAIL EASEMENT / ON LOT ' / 6' ASPHA i TRAIL 20' `Q 18' 18' , LOT J-1 63' 45 7,449 SF / LOT J-2 5,892 SF / / 120' / 40' I gR�eq c / K / MATCHLINE - SEE SHEET 16 / o co WETLAND .O O 0000 WETLAND O O O 0 0 0 / 00 O � STREAM — 00 COMMUNITY PARK ° TO BE DEDICATED TO THE COUNTY OF ALBEMARLE / FOR PUBLIC USE AS A PUBLIC PARK i (SEE SHEET 69) / BLOCK J - I 6'ASPHALT � DOGPARK AMENITY TRAIL SPACE VILLA/TOWNHOUSE W/ 2 CAR GARAGE , �,� AND 2 APRON SPACES, TYP. + TYPj#P'� (GUEST PARKING PROVIDED ON LOT) TYP. ` \ + O 6,324 SF FOOTPRINT SHOWN oo �� \ / 11,000 SF MAXIMUM cA o��`j SF e \ BMP J3 14 #P / i LOT J-33 5,198 SF ogR S8 /#P� / PHALT %OTRAIL SRF T LOT J-32 egCk TYP. 4,520 SF �/ / '� W 61324 SF FOOTP INT SHOWN W 1$ �,p � � � � � D � / �¢� / / � 11,000 SF MAXIMUM � ` ' \ / 5 CG-6, TY LOT J-31 � ON -BYRE RKING 5,198 SF w REQUIRED FO W K W 44 / VDOT ,�_� # j O LLJ 4 0 CG-9B, TYP �531' ` '� - F�'/ / /� / Z_ R.O. 9' TYP. ,' � TSFTe / J Q qcK / LOT J-30 18' 20' p / 5,198 SF O� � TYP \ TYP. 2�x�0 � � � 20' MI` SF ��, / �m 6.5' \ / / / / LOT J-29 /� 5, / 4,520 SF LOT J-4 \ / FRQN7_ 63' 45' 5,582 SF 2 / / / T '� Kq< p, 20gOT) / / 23 / (10�%"M�TYP. � ^' � #P `- LOT J-5 M �a</' V 30;.a `moo � , \ 4,575 SF / % 2S41,0", 53�>>4 Zu 9' TYP. FRONT y) NF33�'83'0 F TYP. X- � FTegC / / S F 1�' LOT J-6 VDOT � / ' / / CG-6, TYP 404,520 SF \ J , 1 ° / � ON -STREET PARKING / ` F 6,324 SF FOOTPRINT SHOWN REQUIRED FOR PARK TYP ` (#P) 01.0T J-7 V k-, RO 11,000 SF MAXIMUM ♦ / �� / U / 0 7x F \ LOT J-8 63' 45' 5,198 SF / / SPEE 23' MIN. 8,432 SF FOOTPRINT SHOWN �► ` S'RF / / / TYP. c LIMIT SIG \ 13,000 SF MAXIMUM ` q�TEgc / LOT J-9 4,520 SF / TMP 79-25B ROBERT LI VENGOOD RESIDENTIAL / ,� `\ / 40 1 °' 4,520 SF DB. 575, P. 609 OOgO°°� _ � coo 0 0 0 0 0 LOTJ 11 C/ 00 00 00 / 5,198 SF �m 00C 00O0 c�c �.41 000°0°�0000° o� 000 0 000 o O 0 00000000 OO COD `�FgRs / OooOOOOOc goo °000000 / 00000 0000 jO 0000000000C J 0 0 0 0 0 0 00 0 0 0 O 0000000°°00C, 0 0 0 00000000°r 00000°0000OOOr AMENITY ��000000000 O °000� SPACE 8,432 SF FOOTPRINT SHOWN \/ 0 ° 00 ° ° ° ° °0 ° O ° r i 13,000 SF MAXIMUM 1� ,/000°O°00000000 ,1,0 00 a 00 °000000 I � �000000�00r J i �°° 00°O°°00 WETLAND 0OO 00O 00 °JO 00000 °0000000�00 I O°0000000�r I 00 O O 000000 0 0 0 0 0 /0°°00°°O ° i 00000 000000000 TMP 79-25C 0 0 ° ° °o°o o / DANIS WILLIAMS o "" 0 0 0 � �► RESIDENTIAL I 00 0 0 0 0 0 0 0 DB. 4207, P. 348 I 00000000 °°°OOoo 00°°°OOO °°00Ooo � °000000 Oo°o0o0 IiOOO000 Lj0O000 °0 cc TMP 79-26 / DONALD RIGGIN RESIDENTIAL DB. 1031, P. 209 � I I I 0 10, 20'0:0 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ele" P�1 H OF Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 +A \ - noo°°�° °° - + °0�� )000-0�O -, 0c 000 0° 00000000 - MATCHLINE -SEE SHEET "17 ° ��► 0 J u o .� ° _ WPO STREAM O O00 00 O00 000 a° 00 000 OOOo 0000 000° �O / �� 00 co °0°000°��00 � ° O°°c0oo00a0OOOo000 / BUFFER - \ + ' °00�00000000°000000 0aa0° ,00000 O °Oa a0C Oo0°000000 / °OOO 000000000 acocca° °°ococ c ° O0° °O OOO°° ° 0 0 coo c o o 0 0 0 0 O 0 0 0 0 0 O o o° 0 0 0 0 0 0° 0 0 0°° 0 O + \ 000O0oo000°O°Oo000a0a00��a000O0O0o O,00 - f /� 00000 Oo0000°O 00000°°�Oc0000°O o0� Jv �Q r g 0 20' 40' 80, 0000°° c000OO°O 000000� o00O000°O°0000°°�,JO + WPOSTREAM 00000C °00000 0000 0 Ocoo00 00000E /� BUFFER ' 00a000°�DoocO00°�O° �00000000O0000Occoa000° ` .+ \X WETLAND 000000°cOo00O0O°o`, `�oc0o0°oo000OO°0000000 O O O c o o c o o 0 0 DOGPARK + 6'ASPHALT °°0000000000000°°0 000a0000co00aa000aO00 / BLOCKJ TRAIL OOcc0000° cco0a��0°° cocoa(000000 0 0 0°° 0 0° + ` + ' a°000C 0000000a000000000OcO00000c°00 00 0O / cC + ao00cc°°ao�0000000C a0co00oo°O + / 0 0 0 0 0°° 0 0 0 0° 000 DOG PARK + oC000000000 00000o0O00 00O ` ` / ' 0 c O 0 0 0 0 0 0° C 0 O , 0 O O o +/ + COMMUNITY PARK co CD0000\ � C000° NO** ' } TO BE DEDICATED TO THE COUNTY OF ALBEMARLE STREAM FOR PUBLIC USE AS A PUBLIC PARK ` /+ (SEE SHEET 69) i 000 woo\+ +�+ +/ ` ' maw woo woo / 8,432 SF FOOTPRINT SHOWN 13,000 SF MAXIMUM -I- + / 00 / I \ 8,432 SF FOOTPRINT SHOWN / AMENITY 6' ASPHALT 13,000 SF MAXIMUM ° 0 ° SPACE \+ / + TRAIL WETLAND +� 6' ASPHALT 0 0 0 O 0 0 0 AMENITY TRAIL o a 0 0 °/ SPACE -GYP I /� 0°coo°000c c o0 � gp,CK, I Oo 0000a0 5 E SE \ \ 0oO00Do00000000000000°° \ \ Ocooc000°DOooOcO°°OO i-\ 6,324 SF FOOTPRINT SHOWN 03 0 0 0 0 0 C ° °DO O o 0 0 0 W 11,000SFMAXIMUM Co000°000000 /0 \ =\0a000000cocoa o °O / \ W / SFTeq SK\ 0 0 0000 0 0 0 ° °DOD 0 0 O PCK \ \ 5\ W Yp O00000 0000000 RSE� N / U/ E 0 0 0 0 0 0 0 0 c o 0 0 0 / 5 R \ 1 O 0000°°O -� / \ 40' / W 0000 /� � °0 �0000000 \ 160' \ LOTJ-20 0 o O LOT J-21 / WETLAND ° / O \ ° ° ° \ \ \ 9,438 SF \ / STREAM cc \ \ 5,717 SF / � O o \ \ / o \ �, LOT J-22 0 ° o o \ N 63 5,103 SF c0 / 0 \o \ \ N 45' LOT J-23 \\ (a 0000 5,272SF / °O 3 0 0 a 0 40' 1 A \ 1 r / 00 cocoa 3 \�0 / LOT J-28 ° 0 0 0 00 0 0 0 1 o LOT J-24 - \ 5,198SF �<v �,� Co/°Oo )Ooo \ \ 5,198SF 00 ° 0 0 0 ° \ LOT J-25 \ / o ccco0 / 0 'b aoaa \ \ 4,520SF c0 00000coca 63' LOTJ-26 \ \ Q o00 0000°° 45' 4,520SF \ 70, ccr JO003a0a0a0 cr \ OO° a°aOO000O a LOT \ _ 0 0 0, Our- O a O o o a O _ 00 -)0a000 0000°O --� N 5,198SF \ T c0000000000°0 m 23'MIN. 181 Bq k� 18' / / ,O O O c 0 0 0 0 A O r J O o°° 0 / \ M p / �� o O0 0 0 0 0 o a 0 0 0°° o / \ `r' �C� 6� q0 o OOa°° / �` \ gE18PC ° 00 ° oo00000 0o o FRO ° O l \ O u 00 0 0 0 0a 0 0 0 / / \ \ 10, #P 3g+ ` , ;' END LAZY BRANCH LANE - YF� _- � 0 J000000c°0000000 // \\ ,i \:- 20' � / - - �aoo coOOOooOr / 1 \ A- 0°aaa OOaa00OJ° \ 1 0a00 ao° / TYP. TYP 6.1 t _�/ VDOT STD. \ E CG-9B, TYP ON -STREET PARKING Aar e�x - - - - - - - 2�8 REQUIRED FOR PARK s, 54' X (#P) (2) / 32*0 „ _ _ �: " G �- 20'­ (� �I #P -� - #P i� _ f�P` P 1 \� TYP.��� -77 #P � #P 33+Ob - - - 6.5' L=220.67' L=220.67 �4- _ 5' R-335.Ctp -I 4- R-334.0 y 23' MIN. <NP> 18' ONT SEA VDOT STD. 1 � � CG-6, TYP TYP - 23' MIN. _ / STA. 3 3 39 33 5 = - TYP. _ _ _ _ - i 5+7 0' RIGHT i 18, m \ _ _ CENTER OF CUL DE SAC Cf)TYP. \ LOT J-1945 M- LAZY BRANCH LANE 10' FRONT ETBACK, TYP. ' � I \ 5,787 SF 63 � , TMP 94-1 1 ON -STREET PARKING \ PIEDMONT NEIGHBORHOODS LP ►- REQUIRED FOR PAR ' � HATCHED AREA RESERVED / I \ LOT J-18 FOR FUTURE RIGHT-OF-WAY RESIDENTIAL Y (#P) (13) .� m I \ 4,520 SF \ AMENITY I DEDICATION UPON DEMAND DB. 4301, P. 211 45 LOT J-12 \ LOT J-17 \ OF COUNTY Lu FRONT SETBACK ALIGN W/ ACSA DB. 4192, P. 124 v, 63' 5,331 SF I \ 4,520 SF / u-i LOT J-13 1 EASEMENT, TYP. (10' MIN.) I o 4,449 SF ► 1 a_ \10, 40 LOT J-14 1 ►- LOT J-16 1 4,463 SF 6,625 SF \ \ 1 1 01 LOT J-15 m m / 6,980 SF W \ \ I I w \ \ I o \ VILLA/TOWNHOUSE W/ 2 CAR GARAGE 1 `f' \ / ♦ AND 2 APRON SPACES, TYP. I \ (GUEST PARKING PROVIDED ON LOT) I 1 1 �BACy I TMP 80-47 BETTY McCLANAHAN - - - - SCR BETTY T/ — ♦ RESIDENTIAL DB. 1184, P. 718 I 8,432 SF FOOTPRINT SHOWN ` 13,000 SF MAXIMUM � ♦ I 8,432 SF FOOTPRINT SHOWN ♦ I 13,000 SF MAXIMUM I AMENITY SPACE ♦ I s Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ele" P�1 H OF Alan G. Franklin Lic. No. 35326 W T � o N A L =w LL� (D < (0 Z o `*� 0 i�> CN > w �U) � =Q° o w� J ozQ J Z :5; J � LLI m � > J Q W H U) Q Z L.L ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 ►Ian Franklin PE, LLC -�--- PROPOSED GRADE �-- WEST EAST -------665'SIGHTLINEL�'zQ�1.'�— ---------- ---- ---------- ---- ---------- ---- ---- ---------- ---- ---------- ---- --- ---------- ---- ---------- ---- ---------- ---- ---- ---- -- J w w m BUTTEP.FI LD m Z LANE DECISION Z O POINT O Q Q Z Z O O U U w w w w 390 390 380 380 370 370 360 360 3+00 2+00 1+00 0+00 1+00 2+00 3+00 SIGHT LINE PROFILE - ROUTE 250/BUTTERFIELD LANE SIGHT LIP SCALE: 1 "=20' H; 1 "=10' V 390 390 380 380 370 370 360 360 7+00 6+00 5+00 4+00 SIGHT LINE PROFILE - ROUTE 250/BUTTERFIELD LANE - LEFT SCALE: 1 "=20' H; 1 "=10' V 390 390 380 380 370 370 360 360 4+00 5+00 6+00 7+00 CIE PROFILE - ROUTE 250/BUTTERFIELD LANE - RIGHT SCALE: 1 "=20' H; 1 "=10' V 400 400 390 390 380 380 0+00 1+00 2+00 3+00 4+00 5+00 6+00 SIGHT LINE PROFILE - RTE 250 LEFT TURN INTO RV SCALE: 1 "=20' H; 1 "=10' V 3.5' TA ------ GET ---- ---------- ---- ---------- ---- --- ------- ----6 5'SIGHTLINE ------- EFT(60MPH) -- ---- ----- w 0 m Q z Q z O U w c� ---- 3.5'TAR ET Q Z O Q z O U w w 'SIGHTLINEL FT�60MPH� WEST --- 3.5' EAST ---- -- 6fi,5.�1 L�1NF�EF T OMPH — �—� — ---- -- —— ---------- ---- ---------- ---- ---------�- ---- ------- --- ---- 66 --- -- ---------- ---- ----- --- ---- ---- ---- ---- -------- 3.5'TA G D RTE 250 TURN DECISION POINT LEFT EXISTING/PROPOSED GRADE E GRADE ISTING/PRO Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alati@alanfranklinpe.com eceo �? . c� v Alan G. Franklin Lic. No. 35326 O �v Fss / o NAB KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 721 • 1, :1, 370 alet 3+00 2+00 1+00 0+00 1+00 SIGHT LINE PROFILE - TERRAPIN TRACE/BUTTERFIELD LN (WEST SIDE) SCALE: 1 "=20' H; 1 "=10' V 390 •'1 370 360 2+00 390 370 360 3+00 f LAZY BRANCH LN. ROUTE 250 go, SIGHT LINE RIGHT 25MPH) (— — — — ___— ---- — -- TAR 3.5' —� —— 280' SIGHT LI ELEFTS25MP— 1 _ — — — ---- ------_ 3.5' ---- PROPOSED ---- ___—_-- --- TERRAPIN LAN GRAD _—_-- DECISION POINT ;5�ARGET 3+00 2+00 1+00 0+00 1+00 SIGHT LINE PROFILE - TERRAPIN TRACE/BUTTERFIELD LN (EAST SIDE) SCALE: 1 "=20' H; 1 "=10' V 390 370 360 3+00 2+00 1+00 0+00 SIGHT LINE PROFILE - MOSSY ROCK RD/TERRAPIN TRACE SCALE: 1 "=20' H; 1 "=10' V 370 — — — — — — — 280' SIGHT LINE LEFT �25 IV PHL --- 360 350 CRESCANT AVER I 3+00 2+00 1+00 0+00 PROPOSE GRADE SIGHT LINE PROFILE - MEANDER WAY/BUTTERFIELD LANE SCALE: 1 "=20' H; 1 "=10' V 1+00 LINE P.IGHTL25 MPH 1 +00 2+00 2+00 2+00 XISTING RADE 390 W 370 M 3+00 • 1� ffe 3+00 380 370 360 3.5' TARGET 350 3+00 ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alati@alanfranklinpe.com Alan G. Franklin Lic. No. 35326 T = Fss / O N A L KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 370 370 360 360 350 350 340 340 3+00 2+00 1+00 0+00 1+00 2+00 3+00 SIGHT LINE PROFILE - BUTTERFIELD LANE/LAZY BRANCH LN SCALE: 1 "=20' H; 1 "=10' V 370 370 '�IC�HT 11NELEI=L(25 (y1P13) � — — 360 ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — TARGET 3.5' TART ET 350\—PROPOSED350 340 340 3+00 2+00 1+00 0+00 1+00 2+00 3+00 SIGHT LINE PROFILE - CATTAIL COURT/LAZY BRANCH LN SCALE: 1 "=20' H; 1 "=10' V 370 4 37O CATTAIL CT STEAMER DR—� — — ---_�'SIGHTLINE T 25 MPH — — — — — —' '— IGFI�-- _---- — — — ^ 3.5' TARGET 91Z---- ---------- — — — — ---------- — — — — — 280'SIGHTLINERIGHT(25 PH)--- -------------------LF------------ —— 360 3.5' ARGET 360 PRO OSED VILLAGE AV GRADE DECISION POINT 350 350 340 340 3+00 2+00 1+00 0+00 1+00 2+00 3+00 SIGHT LINE PROFILE - VILLAGE PARK/LAZY BRANCH LN SCALE: 1 "=20' H; 1 "=10' V �— CATTAIL CT CUL DE SAC 370 370 280eSIGHTLINERIGHT125MP�---------- - ----- -- 3.5' -'-- ----- _-__ 80_SIGHTLIN _ __ RIGFiT_(25 MP I 3.5' TA GET STEAMER D GRADE 3.5' TARGET 36 -I 360 POINT 350 350 340 340 3+00 2+00 1+00 0+00 1+00 2+00 3+00 SIGHT LINE PROFILE - STEAMER DRIVE/LAZY BRANCH LN SCALE: 1 "=20' H; 1 "=10' V ---- — _ — '— — — — — — — — — — — — — — — 280' SIG TERRAPIN TR BRANCH LN LW� — — — ------ 3.5'TARGE --- 3.5' TARGET T LAZY � IGHT�,.25 MPH — ---- — ----- IDECISI t5' N POINT PROPOSED GRAD �— BUT STEAMER DR —� ERFIELD LN _----- _ — —— --- ---------- ---- -----_280'SIGHTLNERIGHTL5MPHL-------- ---- -- ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alati@alanfranklinpe.com T H OF c� v Alan G. Franklin Lic. No. 35326 T = Fss / o N A L KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 721 PVI STA = 11+10 PVI ELEV = 379.73 A.D. = -3.00 00 K = 16.67 PVI STA = 13+14.76 co 11 PVI ELEV = 369.49 50.00' VC J DESIGN SPEED = 25 MPH A.D. = 1.80 w - K 111.16 > w z 200.00' V 0 LO N DESIGN SPEED 25 MPH O Z O 6 00 � coLO 06 + w + r- > w `° °' co w U 390 390 - w w rl w EXISTING GRADE + co M cl) � PROPOSED GRADE > z dO > J J0r W — — —3 ;G°),--- — d W rn N 380 -- H `° 380 T \E + Z �_ M LLJJ ti L O O w > d W M co U) 0n Z W w 370 H ° w __ K W W Z w Q 370 > W MIN V M " Z U) ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AN < x w LL.I STRUCTURES WITHIN THE RIGHT -OF- AY SHALL CONSIST OF TYPE I — — — — — — — — — — Q z Z 360 SELECT _MATERIAL AS DEFINED IN SECTION 207 OF HE 2016 VDO ROAD 4 ,. Y — `` 1' `K _ — — — — ~ — W U J 360 AND BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE — — — — — — _ _ _ _ — - U — — UNIFORM LIFTS NOTEXCEEDING 8" AND COMPACTED TO 95% OF THE SOIL'S _ 0 MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 U) O U O w > ~ Q 350 � 350 340 340 p� M It) m d) lf) �� ��n10 1" co O M (p co N (0 tx) co 'It M N In t` M M r N N O� 00�� �� N K, co N O� M N �o 00 M N Cfld r" co N a (N M njN 0) N `�� O O Lf� po M M Oj� �� In 00 d) 000 cU� C9 O 00� O r` Oj0 r� N Oj� N 00 Qo CV) c 00 Ad N O N N Cp co Lf� N�j p� N d) NN p 00 �� N Cfl MN nl� � O A O O M nl� `�0 Ln N OOj � CO O �m r� 00 a0 lO M00 00 OD 00 C O r� M°0 00 00 M~ M co M~ Mrs co M co M cD co Mrs cfl M Cfl M cfl M MO Cv�0 MO Cv�0 MO MO Cfl MO Cfl O Cp MO Cp MO cfl MO Cfl Cfl O w Cfl cfl MO LSO Cp MLO M� M co co co co M co M co co M M M M M M M M M M M M co M M co co M M m m m M co 10+00 11+00 12+00 13+00 14+00 15+00 16+00 BUTTERFIELD LANE (PUBLIC) PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 3 390 380 380 LO Cfl 370 r Q 370 Lu 360 360 U 350 C)7 350 op op 34 340 aoLO LID ICT Iq M 17+00 18+00 19+00 BUTTERFIELD LANE (PUBLIC) PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V LO ti ``' I- PVI STA = 10+75 > z PVI ELEV = 76.15 J J � A.D. _ -4. 0 PVI STA = 13+00 W Lu U > Q K = 12.5 PVI ELE = 362.65 L.P. ELEV = 357.95 0- z w r- 50.00' V A.D. = 2.95 - 1 +9 6 390 ow o DESIGN SPEED 25 MPH K = 33.93 390 o Q U? Q 100. 0' VC PVI ES E� = 3578 5 N W' + o co DESIGN SPEED = 25 MPH A.D. = 5.05 it z IW- + o � o EXISTING GRADE K = 26.00 _ < 0 co O U + PRO OSED GRADE 00 380 —cn ---- > w `Y' a J 131.38' VC u w z 380 ~2.00% -2.00% — a W o `� LL w w _ — _ LO N M T > Z — _ Lu CD rn � tl W — — -s.00°i° -- > J W c j CM r CO cfl 00 LL LO co � W 370 —_ Inomm Q 370 _ -__- -- — — —_ aw >W qt �0 — — — — --- --- w — — --- __ a w ; " W aw -- '--- Q w � Q �w ~ ALL FILL MATERIAL SUPPORTING ROADWAYS, EM ANKMENTS, ND - — _ > ID 360 STR URES WITH If WPr .05% 00%�LL % m— — 360 SELE T MATERIAL A DEFINED IN SECTION 207 O THE 2016 VD T ROAD — — — AND BRIDGE SPECIF CATIONS AND MUST BE PLACED IN SUCCESSIVE N UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO 95% O THE SOIL'S U O MAXIMUM DRY DENSITY AS DETERMINED BY AST D698 0 �U) 350 0 ° 350 O M Cl. LO d Lf) c0 N N M LO r Q0�0)Lc) LO (p Ln L{� Ln a. LO 00 CO � N O o ad cd cci �r �i N d Ln 00 Lr) LO O o Ln � ai Q Lr) N o� M O O od 00 � ►� lr� N O (� r` p) d CC3 N 00 co M r N 0 O CD Cd O 0') a? Cv� O un n co Cp 00 Cn rr > ~ M O O) M M O O N O CO 0)(fl M t` oS O VO ai p0 ti Op ti rr O CO r� Ln r� rZ M r� N r\ r� ti r­ r-- r` r— r- O O a0 C° o COO O Cfl Ln O CO M o Cp M o Cfl N o Cp CU O o o Cp O o Cp o Cp 00 o CO 00 o COO L0 CD Cp r` Lo c0 a0 o COO «% Lo o h M M M cM c'') Colo, M M CV) M M M (M M M M M M M M M M M M M M M co cy) c� M M M M M M c� M M M M M M M M M M M co M� co M co M co M M co m M M 10+00 11+00 12+00 13+00 14+00 15+00 MEANDER WAY (PUBLIC) PROFILE SCALE: 1 "=20' H; 1 "=10' V ALL FILL. � MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND STRUCTURES WITHIN HE RIGHT -OF WAY SHALL CONSIST OF TYPE I SELECT MATERIAL AS DEFINED INS SECTION 207 OF THE 2016 VDO ROAD AND BR DGE SPECIFICATIONS AND UST BE PLAC DIN SUCCES IVE L.P. ELEV = 353. 5 - - �EDF �OMPAC � L. = 18+45.92 MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 698 .STA VI STA = 18+30 P I ELEV = 353.00 A.D. = 5.20 K = 26.51 137.90' VC M DESI N SPEED = 25 MPH w � z_ J J � W w � � � �`! EXISTING G DE rn J � = > Z a w PROPOSED GRADE � � z � � w > M M O W' N Q jJ I— W o m O) _ d W d W rn Q � z a O > N � � UO o� ow � � N Ow ao cfl co Co � 00 ti cl, O o p � o � °� CO 0 � 00 co ep � CO N � � CO °o a0 CO N Cp � N CD � � � ao o o o o CF o CF d' � d' o d' o d' o cl' o M M M M� M M M M M �� M M M M M� M M M M M M M M M M M ►Ian Franklin PE, LL( Civil and Site Flan Engineering 427 Cranberry Lane Crozet, \/A 22932 434-531-5544 alan(7alonfranklinpe.carn P_T H OF Alan G. Franklin � Lic. No. 35326 O cv T = Fss I o NAB W J0 J Q z LL U LL 0 Q KEY ISSUED: 08-09-19 SCALE: REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/AGSA/CO COMMENTS 10/01/19 - VDOT/AGSA/CO COMMENTSI 04/24/18 -FILIAL PLAIN SUBMITTAL 04/04/17 -SRC COMMENTS SHEET OF 721 H.P. ELEV = 377.86 �11 390 370 360 350 10+00 11+00 12+00 13+00 14+00 15+00 16+00 TERRAPIN TRACE (PUBLIC) PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V L.P. ELEV = 370.54 L.P. STA = 17+01.70 0 390 .1 • 370 360 35 PVI STA = 20+90 PVI ELEV = 387.61 A.D. = -2.25 K = 22.22 17+00 18+00 19+00 20+00 21+00 TERRAPIN TRACE (PUBLIC) PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V 390 '1 • 370 360 350 0 M �11 390 3 00 380 380 Lo 370 360 350 370 w z J 2 U 36075 Q 35 H.P. ELEV = 375.71 cl i I- co o-'� M M I` co g L.P. ELEV = 370. 1 L.P. STA = 16+6 VI STA = 16+5 PVI ELEV = 370.31 A.D. = 6.00 K = 10.00 60.0' VC DESIGN SPEED = 20 MPH rn N I- (M u d o 0 OW 0) Q co c to co O 11 0 M D_ J i) W Z 0- W 2.00% �O �O (�p0 M co M co M M M M M M 390 '1 • 370 360 350 16+00 17+00 CATTAIL COURT (PRIVATE) PROFILE; STA. 15+80 - END SCALE: 1 "=20' H; 1 "=10' V L.P. ELEV = 360.43 PVI STA = 14+9 L.P. STA = 10+49 P 1 ELEV = 376.71 PVI STA = 10+66 A.D. = -8.00 PVI LEV = 359.75 K = 17.00 K = 12.50 o DES113N SPEED = 2C MPH co w 102.0' VC ISTING GRADE �+ d + d J DESIGN SPEED = 20 MPHlt ROPOSED GRA E "' "' w J U > Lu > b- J w-- a J W > Z _ -- ---- ---- —_ 0o i� L�A O Z J OD C c') I- > — — - O U ; w > J —_ �� Z w < W w A.oQ°ice — — — — am— U) N — — — - ALL-FILL MATERIAL SUPPORTING ROAD YS EMBANKMEN_TS,AN --- STRUCTURES WITHIN THE RIGHT-OF-WAY SHALL CONSIST OF TYPE I SELECT MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 VDOT ROAD — AND BRIDGE SPECIFICATIONS AND MU�T BE PLACED IN SUCCESSIVE UNIFORM 4IFTS NOT EXCEEDING 8" AND COMPACTED TO 95% OF THE SOIL'S cn cv r� � � � I co MAXIMUM DRY DENSITY N M Lq M AS DETERMINED � � e— co BY ASTM D698 � � � N, O) 00 c ? of � — � cfl d) � � ti � c') Lf) �i M cd � cn M M a � ci I- d. O rr ao cV (O cri rn d — ai � O� o � rl I� N, co � 00 � M� 0 IS cV (fl co I-- h� (O M d co N I� d) lf� h 0 l6 0 In 0 Lr 0 In lf� Cp N N Cp rr COCp Cp Cp Cp 0 Cp Cp 0 Cp 0) I� N O I� �r O N CO M CV) M O M co O M( c) M O M toM ch c) co O M c) O M co O M c) O M O M co M O M co O M O M c) co O M c) O M co O M co O cn co I­M� M M cn ti M co r- M� CO M� co m M ti M co r- M m r- M co r M co ti M� M co 10+00 11+00 CATTAIL COURT (PRIVATE) PROFILE; STA. 10+00 - 15+80 SCALE: 1 "=20' H; 1 "=10' V 12+00 13+00 14+00 15+00 LO Q U) w Z J U M M 11� •t 370 360 ME I )0 ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com '�P\_T H OF Alan G. Franklin Lic. No. 35326 O �v T = Fss / o NAB V > W J LL 0 Q 0 KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 721 ►Ian Franklin PE, LL( 370 360 350 340 330 M 370 PVI STA = 10+49 PVI ELEV = 373.24 A.D. = -4.11 K = 12.17 rn n' Wrr L.P. ELEV = 357.57 L.P. STA = 13+87.96 PVI STA = 13+73 PVI ELEV = 353.45 A.D. = 11.11 H.P. ELEV = 362.70 H.P. STA = 15+93 PVI STA = 15+86 PVI ELEV = 364.10 A.D. _ -9.00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 MOSSY ROCK ROAD (PUBLIC) PROFILE; STA. 10+00 — 16+60 SCALE: 1 "=20' H; 1 "=10' V LON 360 + Q 350 LLI Z J 2 340 Q 330 • 370 360 350 L.P. ELEV = 345.01 1 r ClTA _ nA . A!_n /n7 VI STA = 21+1 PVI ELEV = 343.14 A.D. = 7.50 Q K = 26.67 w 00.00'_VC 0 DESIGN SPEED = 2 MPH U EXIS ING GRADE PROPOSED GRADE d- U w d Q O o a jw w O --- -- — -- + o (0 + o -j ---- - mot,/ �0 N m W� I -- — WI- W i ULf? J _ d J W > W w ti 0- W O + O +� N N N c- w Z Q p z W 3.50% _ OF —\�� 0 �cn U� �� co b p w U O O ALL FILL MATERIALSUPPORTING ROADWAYS, EN BANKMENTS, ND U) U) O IL U STRUCTURES WITHIN THE RIGHT-OF-WAY SHALL CONSIST OF TYPE 1 > �- w SELECT MATERIAL S DEFINED IN SECTION 207 1 F THE 2016 V OT ROAD o ~ w O w_ o w ~ AND RIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE > > > UNIFORM LIFTS NO EXCEEDING 8" AND COMPACTED TO 95% OF THE SOIL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 co M ti r � co 1— co co Q � O N O Co M �p d It d. d 00 't p It 00 d' c7 't In 't cv-) 't c7 't In 't O d d. 't c7 ' � % c0 cp t r c0 cn m O O � O d� (p ti O co (fl O) O ti (p ti (fl m O (fl U? O LO (fl I� O � (fl O) M 00 m cM c0 N In M In f" � O O) 7 a0 d) M 4 i CO i� � ti CF O O c0 cD In N c0 O cD O Cfl M � I` M O c0 C? <F h c0 � a0 co O ~ cp Mo MU m M� cM MLO m MV co M� m M� m Mug m M� co M� cM � M� co cM M'n M� co M� co d M� m d M� m d d M� M� m m d M� m M� m d M� m d M� m d co M� d M� m C1 d M� M� co m d � d d00 Ch d Mom' M� Mom' M4 M M co m m m co 17+00 MOSSY ROCK ROAD (PUBLIC) PROFILE; STA. 16+60 — END SCALE: 1 "=20' H; 1 "=10' V L.P. ELEV = 360.27 1 D CT4 - 74i71 PVI STA = 3+36 co PVI ELEV = 59.72 0 A.D. = 4.00 co w K = 37.00 (9 co 148.00' C O o z w w DESIGN SPEED = 25 MPH +a co Cco OQ w z N o' N> >- > w 7 >w Jz aw EXISTING GRADE d w w< r z > J PROPOSED GRADE m + -j �- w .< 11 v NL Q < cr- O cn m - — _ cri 0- -3.00% — — — _ w 0- Q — ----- 00% 0 ° J TIE N D OF PHASE 1 ROADALL FILL MATERIAL SUPPORTING ROADW_ EMBANK ENTS, AND U O STRUCTURE WITHIN THE�ED JAYS, IGHT-OF-WAY SHALL CONSIST OF TYPE I o W SELECT MATERIAL AS DEFT IN SECTION 207 OF THE 016 VDOT ROAD C/) O AND BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE --UNIFORM-LIFTS-NOT EXCE DING 8" AND-C:OMPACTE 5 /o Ow S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 O MO M� O cV0 ML{) O d.N t�)O n0090 r N cNp (Ap O (gyp CD O O dj O (0M (0M O (0M O M M co M M M M M m cM M M M M 23+00 24+00 19+00 20+00 390 380 380 370 370 360 360 350 350 VILLAGE PARK AVE (PUBLIC)_— CONTINUATION OF PHASE 1 VILLAGE AVE PROFILI SCALE: 1 "=20' H; 1 "=10' V O M 21 +00 L.P. ELEV = 365.90 22+00 370 350 340 330 23+00 L.P. STA = 26+74. 1 VI STA = 26+1 PVI ELEV = 365.07 A.D. = 5.50 K = 37.09 204.00' VC m II z DES[ 3N SPEED = 25 MPH w > J co °o CDO co 19 O co C6 (0J Q J W W N LO m m mU W w U - wz 00 w oo EXISTING GRADE J w z PROP SED GRADE N oo + � ICI N 2 N i J II Z _ — > NO 4.50° _ _ — — w Q m (n m ._ cnW }. d Q TIE TO END OF LZA ----- PHASE 1 ROAD U _ — ALL FILL MATERIAL STRUCTURES SUPPORTING WITHIN THE ROADW YS, EMBANKMENTS, IGHT-OF-WAY SHALL CONSI AND T OF TYPE I o � w SELECT MATERIAL AS DEFT ED IN SECTION 207 OF THE 016 VDOT RO D AND BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE Ow >~ UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED T 95% OF THE SOIL'S MAXIMUM DRY DENSITY AE DETERMINED BY ASTM D698 c- % m co( c0 Op ad O �V O O) cfl �� 00 I" O) �o CV % N d CI-) cti N O �0 (') �- co �00 LO n m �ti 00 (p c- n c0 M N �ti �(0 c0 Q (O 1"( m N' O� �MV P- M (0 M o M o M o M (.0 M o M (0M (0 o M o M(0 M M m m m co m co m co m M co m 25+00 26+00 STEAMER DRIVE (PUBLIC) — CONTINUATION FROM PHASE 1 PROFILE SCALE: 1 "=20' H; 1 "=10' V 27+00 390 370 360 350 0 0 0 0 0 Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P-T H OF Alan G. Franklin Lic. No. 35326 o Fss / o NAB KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENT 10/01/19 - VDOT/ACSA/CO COMMENTSI 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 370 360 350 340 M 10+00 11+00 12+00 LAZY BRANCH LANE (PUBLIC) PROFILE, STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V P FI F\/ = '�Fd RF L.P. STA = 13 78.04 w z PVI STA = 14 11.98 J PVI ELEV = 353.51 v w z A.D. = 6.0 `O w K=33.0 > w 200.0' V CD Lco O J Q DESIGN SPEED 25 MPHLO rn r cfl 00 LLI _j + CO J + L i CO w T COU w w CO t`> +LL H w "� aw 4.06 >W aw �� en m __ _ --- u — --- — c� U ROADWAYS, :RIAL SUPPORTING EM ANKMENTS, AND c~n O WITHIN THE RIGHT -OAF -WAY SHALL ONSIST OF TYPE I ~ ~ Ow RIAL AS DEFINED IN ECTION 207 O THE 2016 VD T ROAD - ;PECIF CATIONS AND MUST BE PLACED IN SUCCESSIVE > S NOT EXCEEDING 8" AND COMPACTED TO 95% O THE SOIL'S 'DENS TY AS DETERMINED BY ASTN I D698 t�to 0(0 I c? ti ISO O Mto 0) pN 00 O) d t�i N ppM ni (ell- d ni tr)N 00 tV d tV 0 p0 00 tV I� Q, I` rl U? N o O 00 N rr �n h rr V) o rr m rr m rr m m L LO m L m L N m co c N LO LO co o co c�c� o m M m M M m M M M co M co M co M 13+00 H.P. STA = 16+82.23 L.P. ELEV = 358.29 PVI STA = 16+51.6$ L.P. STA = 19+35.68 PVI =363 93 z STA- 8 A.D. = -6.06 O J PVI ELEV = 57.55 K = 29.73 ro A.D. = 4.)0 Z 180.0'VC w U K=37. 0 DESIGN SPEED = 5 MPH w 148.0' V 370 M o DESIGN SPEED = 25 MPH C° o 6; O EXISTING GRADE + _j PROF OSED GRADE O > aD N + J Q w H Q > J Colo- 2.00% a w 360 QOEM" XX moo. LLJ ��` �� , . , x — _ — o — 350 — CONTEC BRIDGECO�INGLE RADIUSSTEEL ARCH SPAN x _ CL _ J O w_ J \/ ON CONCRETE STRIP FOOTINGS, OR EQUAL > _ (28-10" S AN X T-5" RISE) 8' (SPAN) X 4' (HT) (� CONCRETE OR MODULAR BLOCK HEAD/WING WALLS, TYP. BOX CULVERT 340 ~ fp� M N cry I of � c ) N d O o o I- d. 00 I w tp W d O ni �r co O �r w N h t0 00 tri c0 % �t <r (0 In O M d co O cv) I� M N ni o o I- M - d co d o In N to to c0 � co N r � co � l� co c m 0 � o O to o � � to � to to (D � to 00 � CO � 00 � 00 l(� Ln c� Ln to m c� 00 to co M co M M M to co M M co M co co M M M co M co M co M co M M M co co co co co 17+00 19+00 18+00 LAZY BRANCH LANE (PUBLIC) PROFILE; STA. 16+20 - 23+00 SCALE: 1 "=20' H; 1 "=10' V 3701 �C•1 340` C 370 350 N 370 co 360 XXX U) w Z —350 U '34 cQ G 0 14+00 15+00 16+00 w co Y 00 to M w w > Lu J J w J o ai Z Q o +p co N J w O + N uJ H W _. 2.00% - _------- — < 360 en _ W Z z350 ALL STR CTURES WITH N THE RIGHT- F-WAY SHALL CONSIST OF TYPE I SELECT MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 V OT ROAD U AND BRIDGE SPECI ICATIONS AND MUST BE PLACED IN SUCCESSIVE UNIFORM LIFTS NO EXCEEDING " AND COMPACTED TO 95% OF THE SOIL'S Q MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 �� N� �� O 00 °d ai O O O �� �� OR N N M N co tp 2 340 cp pco tV spin In 00 N N� M� oo N rr tt; O O N� O td O p� �� �� N CO O o o (p (p N tp �� d tV N (p tn"t co M M tp O"t O �r tp M to M �n M M to t2 co M o M m M m M co M co M co M o M co M m M co M o M to co co co to M 21+00 co co co co co co co co co 20+00 22+00 24+00 25+00 26+00 27+00 28+00 29+00 _AZY BRANCH LANE PROFILE; STA. 23+00 - 29+80 'CALE: 1 "=20' H; 1 "=10' V L.P. ELEV = 354.14 C It N T co TA = 30+79.1 M Q co PV STA = 30+48.7 w d u O PVI ELEV = 351.3 Ij w Lu w U A.D. = 4.56 °' U J 0 0 C0 K= 109.76 00 � c6 w o li w + Ocj� 0 M > — -- --- ---- -- --- — Mw 500.0VC EXISTING GRADE co DESIGN SPEED = 25 MPH IWO GRADE _ — — — — — — — _ H w _ Q p U � //--PROPOSED � ' U — _ t-- w O N M co CQ 2.00% > W N ; y p � N O U MT O- U � — ! �r -- I ERIAL SUPPORTING ROADWAYS, S, AND C/) ~ ~ ALL HILL UP W o U) wO U) — _j J STRUCTURES WITHIN THE RIGHT -OF -WA SHALL CONSIST OF TYPE 1 Ow z OUBLE BOX SELECT MA ERIAL AS DEFINED IN SECTI N 207 OF THE2O16 VDOT ROAD > _ O w_ O CULVERT AND BRIDG SPECIFICATIONS AND MUS BE PLACED I SUCCESSIVE J > > ' (SPAN) X 2' ( T) UNIFORM LIFTS NOT EXCEEDING 8" AND OMPACTED TO 95% OF THE SOIL'S 2 MAXIMUM DRY DENSITY AS DETERMINE BY ASTM D6913 .M t� O .ter M NO N p er d Nt0 tV O N N of M d p of p t0 c7M 00 M (flN O Ch cl co NO M 19 tIi O ti MIS M tIi t\ti I� r N O In N ni O CF M N tD I� t\ti pI� In 00 O °0 M N 00 I� 00 ti a ti 00 In c � co rF M N t') N to t� Ind In to t� lt) �n d In �n �n d In V) Ln d d d Ln M L d d to L In � M to to to In to � M to to to Ln c,� O to to co to �n t, ti �n ti �n M ti C0 L M O C0 L M O tp V M d) V M� O t0 M O tp o M O Cp o M Cp C0 M CS) Cp M M N f0 o M t0 M co cM co cM co cM co cM co cM co M M M M M M ce) M co M co co M co co co M co co co 30+00 31+00 LAZY BRANCH LANE PROFILE; STA. 29+80 - END SCALE: 1 "=20' H; 1 "=10' V 32+00 33+00 34+00 35+00 36+00 370 350 M0 A A A Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alati@alanfranklinpe.com e ��P�T c C� y Alan G. Franklin Lic. No. 35326 T = Fss / o NAB KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/00/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 4— I -- MILL & OVERLA I I \ I I� I \ I I \ 0 10, 20' 100, 200' 400 \ I I 1 \ \ \ \ L 4 ----- - ---- ----------- --- YELLOW STRIPED - GORE— — I _ _ I I _ LIMITS OF -ASPHALT - - — — i MILL & OVERLAY, YP __-- V— Tc INV. 370.�6 — - —DOUBLE YELLOWI -- STRIPE — — -- — _ — --- — �� / GR EL — + % LINE 380 NL= y 4+00 _ — — - - \ — — 1.3LFOF33— --'° — —_— _ - - LIMITS OF NEW ----------------- ADJUST _ _DRIVEWAY / \ \ _ / / �� APRON A DRI VEWA Y FIBER OPTIC \ i 12 / �\ \ NEEDED POST INV. 368.16 \ TM P 8�0-46B / _ AUBREY SHIFFLETT / _ _ - �% o Ix �� / / - \ � � \ RESIDENTIAL B. 1414, P_ 261\- \ Ab - — I E ECTRIC ��- A v \ v A POLE & — A \ 'y \ — INV. 392.50 — k�Q PHONE PED. \ \ \ V� � V O 44.8' OF 18" RCP/ \ O @ 3.73 % PHONE PEDESTAL FIBER OPTIC POST _ ©o 00 cZj i ;'" TMP 79D-18 \ I \ \ R. GREGORY MAGRUDER \ ` w RESIDENTIAL � DB. 368, P. 175 — — — — — — — — � �� ,, � _ , \ , \ �� w FIBER OPTIC U) POST 400 INV. 390.83 U I / -- \ \ Q LANE TRANSITION SIGN & _ \ \ �MAIL�OX / \ ' INTERSECTION AHEAD SIGN �� / I \\ TM 79D 17 B / / ! R. GREGORY MAGRUDER \ \ \ (" ) RESIDENTIAL �i DB. A68, P. 175 TMP 7 � D 1 � 9 \ i \ MM� �79D-16\ R. GREGORYMAGRUDERI — — GREG RY MAGR ER RESIDENTIAL ESIDEI TIAL � DB. 368, P. 175 � I I i \ R` i DB.,, 368, P. 175'v I I i I I I I \ \ o 1 / i C-) 1 i - � I \ I __j -----� \ \ LC )\ / / I I i I \ \`I-----,-' I �� ✓ i �/ TMP 79D-115 i R. IGREGORY MAGRUDER RESIDENTIAL I I DB. 368 P. 1175 I i MATCHLINE - I EE SHEET 31 / ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_1 H OF I/ Alan G. Franklin Lic. No. 35326 W o � NAB KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTSI 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 TYP 1 / / - - I I NOTE: \ 380 REFERENCE APPROVED WP 2 1 - 17 FOR EROSION / / / \ / / C O O 0 8 000 O& \ 1 �/ / \ \ 1 / � / � I � Q �10 � 100 200 SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, \ / / - - - - - / AND STREAM BUFFER MITIGATION PLAN. \ - - - - - - - - _ - - _ - TW 372.6 / , I \ I W \ - INV. 370.6,3- / --- \ I I O \ \ - - ---- --- I\ / '-- ---- Ljj 72 LF OF 12 — / GRAVEL O / PAVED \ \ -DP @-2.99 . / ZIVITS SPFfALT— I I O - - - - - - - ELLOW STRIPED GOR '5�. �_ _ _ _ - - - - - - - - - - — - - _ - - MILL & O ERLAY, TYP DOUBLE YELLOW STRIPE- — I / PAVED ?OUTE 250 55 DlrcM 66� R — —_— ------ ---- --- --- — --- - ------___---DOUBLEYELC=OT/� RIPE -- -------- - - - )- - ---- ----- --- --- -SINGLE IW -- MPH----- O1N . -- 18+22+00 -- - — — 17 00 oy 20+00 21 +00 r --- --------------------------------------------------------------------- — --- 16+00 TZ — — — 1 — — - xr...,� --- - --- -- ------ -- — — - - - ,,----------------- - -- - --- -- - - �♦ -- ■-♦ -- -- f� STREET _ -- oy --- --- -- -- ----------__---_----— — — — — — — --C------------------- - NAME SIGN STOP \ / �BER / - - - --- - - - - --- _ -- -- — - - - - - - - - - - - J POS - - ,L ��� \ SIGN \ + �� +I- _ _ STOP BAR ADJUST I DRIVEWAY � i I / � TW 0.75 10 ASPHALT TRAIL \ \ i APRON AS / i I W/ 2' SHOULDERS 382 LIMITS OF NEW INV. 3 I , NEEDED. / DR/VEWAY I 1 j (2% MAX. CROSS SLOPE) 384 AVEMENT, TYP UD T TD. CG-12 � OT STD. 378 \ AMP YP - - 1 386 CG-7, TYP X TRANSIT 1 386 376 CG-7 388 _ \ R.O. 1 ION 74 57 LF OF 15" RESERVA ON ONE \ ^ I z EXTEND 20 DRAINE \ - .%�V 1�2" DIP 6 L SET 372 I\ \ RESERVATION ZONE E W DOTS I \ I DOT STD M 37CONCRETE V O �4> I SI GLE FAMILY DETACHED ICI 00 INV. OUT 367.20 FLUME/FLOWFL NE BETWEEN / R SIDENCE W/ 2 AR GARAGE AND INV. IN 36 END SECTIONS \� 2 PRON SPACES, TYP. INV. OUT 368.20 15" FES (BOTTOM WIDTH � 2'; DEPTH 6") t� y. -— ` �� INV. IN � AMENITY � •M � � _ - _ -�_ � � � � � � � � �, 367.00 mum\ SPACE I� � - AMENITY � � SD11 ) SPACE I i \ II X X"P BUFFER V +ry TMP 80-46B x \ _ +_ x381) X x x I x x B FFER x\ I Lu- AUBREY SHIFFLETT \ -- � :�• - �'� — — — — —� — — — —' � _ s o � \ , I Q II RESIDENTIAL �� --��— — — -- -- — — -- —� — ���� -- 23 \ _ J--II D8. 1414, P. 261 \ / r I I SPEED 0- _ - - N 0 \ \ \ LIMIT SI N w � � LL II Q � � I � - ui - I \ \ III co II I I 1 �00I o0 I� - r / I I I 1 I I 20 DRAINAGE � EASEMENT, TYP. \ + � II I + 1 '� ' � ', PUBLIC LOT 1-15 I LOT I-16 I I I/ I I I I I I I (PUBLIC) LOT 1-24 \ II yo \ \ x I 5,424 SF I I � 5,424 SF ; I LOT I-17 I I _ I 1 I LOT I-22 7,547 SF \ 5,424 SF LOT 1-18 LOT 1-19 I 5,,4424 SOF I 5,424 LOT SF 1 373.50 5,939 SF I 37 .50 I I� LOT 1-23 37 .50 III 376 5/8" WATER 5,424 SF / 15,424 SF 15,939 SF STA. 12+70.85 BUTTERF LD LANE =- I - - I STA. 15 99.28 TERRAPIN ACEI T \ \ METER (WM), TYP. I w �tio \ \ 1"TYPE -K COPPER I I / I - I II I 11 I - 1 � W�XTER CE, TYP. / I I I DRA1 GE I A A I, 1 / \', 1\ I EASEM T, TYP. z 1 z I \ I ,, � II LLILATERAL TYP I -- -- (PUBLIC') v D SD v �� 4 I VC SAN. � . ' VDOT STD. I �'� U) \ \ ��0 x � � I i t � ��' A 72 1 CG-9B, TYP M12 I 2M13 I/ I I I LIJ1* AQSA Z \ \, \ ! EA M NT, EASEMENT, TYP. J O \ X I TYP. I I= I I 2 2 370.7 T - - \ s „ 3 R6� I 8" G.V. AC A S S S R S S 8" ACS S S R - \ � 8" CSA S.S. ' '3.7 Q yo 8"i�LUG x L s s • s s s s T s s� Rs s s s s s x D i yO A t .o, �r 711 +00 8" ACSA W.L. 'R' 1 +00 8" ACSA W.L. 'R' �3+0(�(200 ADT) 4+00_ PRKING 15+�Q 0 2M11 8" ACSA W.L.'R' 6+0 W W NO W W W W W W W W W W W W W 1N W W W SIGN W V�7 W W W W _ r AVAILABLE GUEST, TE �RAPIN TRACE ry I Imo) I I 6" X 6VTEE I I I - I I - BEGIN TERRAPIN LANE VDOT �T:),--\ SD 'l FHA # 2 STOP (3 X 8' TEE 8" X 6' TEE ON -STREET P G �� (PUBLIC: 25 MPH) �'^ CG-6, Y SD 2M10 SIGN (3) - 8" G.V. J STA. 10+00.00 (2) - 8" G. PC = 10+14.50 2P2 I 2P1 PC = 12+99.51 I �� 6" + STOP + \ > SIGN WM W o,INA WM U Q 01) \ cn 6" X 6" TE s SPEED A ` VDOT ST . CG-12 � � --- VDOT STD. CG- 2 --- -- � HC-RAMP, TYP _ � ' � � � VDOT STD.',CG-1� STRE T 6" G.V. LIMIT SIGN I / \ HC RAMP, TYP \ \ \ STA. 11+90.66 TERR PIN TRACE - n HA #S � HC-RAMP, TYP 4" PVCISAN. \ STA. 10+00.00 MEAND R WAY NAME IGN Z� LATERAL, TYP. \ \ _ - -K COPPER I I I z \ 1 TYPE K COPS — I I 1 1' TYPE \ \ WATER SERVICE, TYP. 1 I J 1 ATEF SERVICE, TYP. I I A \ I SD - SD \ X NO 5/8 WATER r F /8" WATER - - - V - 370 M9 S1 ( ) I(WM),TYP. DRAINAGE - \ \ o METERI\ EASEMENT T P. SPEED PA KING METER WM ,TYP. cn \ 1 \ SIGN 4" PVC SAN. - , \ , Y MIT SIGN \ LATERAL, TYP....._..__.... N - _ � \ ., -_ '' � \ (PUBLIC) I LOT I-27 ��` LOT I-28 I LOT I-2 O 9 935 SF 4 596 SF I \ I I , I \ \ \\ LOT 1-39 - \ T 6' I \ 8,646 SF \, - - _ '" � k�1 . � 4,644 SF - LOT I-31 LOT I-32 I � \ 11 \ \ LOT I �0 \ 7,149 SF 5,952 S 5,952 SF S2 � Q ,, AVAILABLE GUEST, I I I ON -STREET PARKING \ L VDOT STD. > CG TYP WM , 6 A V I I o LOT 1-40� VDOT STD. 368 I �+ � \ \ 6,481 SF - � � I a v \ v v v \ CG 6, TYP Z AVAILABLE GUEST, !- \ LOT I-38 I I ON PARKING \ \ f \ \ \ \ \ 7,681 SF / rn \ \ \ - \� cr o � 7 `moo � � -- \ N I \ \ \ o + ��� LOT 1-33 �� I� \ °'� Wn � .I .L - co - � � \ LOT I-41 i M 1 ' o \ 5,952 SF �� j �k m \ / LOT I-37 — - M8 2s \ M I� 14' ACSA � " � SD EASEMENT, � � SD 203 4 7 TYP. ' \ \ I \ \ 3 NOTE: \ 64 P � \REFERENCE APPROVED WPO 2018-00017 FOR EROSION & AMENITh\ \ \ T 1J`f SEDIMENT CONTROL PLAN, STORMWATER I\iIANAGEMENT\PLAN, I \ SPACE I LOT I-34 04.66 ND STREAM BUFFER MITIGATION PLAN. AA �\ "co 15' DRAINAGE 5,766 SF V\ \ LOT 1-42 V / /� I EASEMENT, TYP. SE ' MATCHLINE E MEET 32 \ 5,952 SF \ i �,, r' �/ (PRIVATE),' - Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 1H OF �P � A o G1 Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB w (Da z z Q Q � � \ � J / Z � Q O 06 z w C.9 J z Z< o a >coLLI � J Q KEY 27 ISSUED: SCALE: REVISIONS: SHEET ill =20' 1 OF 72 BM SET/MN. ELEV. N. I I I I � I I NOTE: I Z 380 REFERENCE APPROVED WPO 2018-00017 FOR EROSION & SEDIMENT CONTROL PLAN, STORMWATER MAN I �Q � � \ MANAGEMENT PLAN, I J 1 \ \ AND STREAM BUFFER MITIGATION PLAN. W \ TW 3 72. 00 / / / I 1 0 10' 20' 100' 200' MP 4.70% _ _ - � \ \, INV. 369.48 � _ � I 60 \ -- - 63.8 LF OF 15- - \ / / / I \ I I I \ I \ \ / I - INV. 6 3 .44 RCMP @ 2.67/ I I I i - M. 375.00 cj -S+NGLEWH TE STRIPE LIMITS OF ASPHALT SIGAt - - - - - - - - - - --- - -- -- --- - --- - - ---- - - SlGA] / GRAVEL --DITCH - - / _ - - -- - - - -- -- - -- --- YELLOW �RIPED GORE �/ i \ _ _ o -- __ - MILL & OVERLAY, TYP - - - - - - - - - - - - �71TG1� - \ - �iCH- � � � \ -Sly _ - - - - - - - - - - - - - - - - - - - --- ------ - --- ---- - DCJB6E�'01AL - - - -- _ - ----- -- EIbTELlI�IF - - �----- --- \�-- 23+00 24+00 25+00 26+00 27+00 28+00 29+00 - - - - - - - - - - - - - - - - - - -;- - - - --...------------ ---- - - - - -- ----------------------------- - - --- -- - - -- - ---- - J x, -- ---- -- - - - - - - - - - - - - - - - - \ -_- - _------- -------_--- -_-------- -----------tom- ____- _------------___ _ - 7_4' - - - - - - - - i 1 \ 0 - + + + + I + + + / - _ 378 378 VDOT STD. FIBER OPTIC � CG-7, TYP VAULT - - / - 380 I _- _ \ � 381.9 � � _. 382 378�: �� 8o- - ----- I I L �� - / / 384 / 8 I 10' SPHALT TRAIL- + 379.0 W/ ?' SHOULDERS I 376 I °/ MAX. CROSS SLOPE) I I 380 / \ 388 -- -- - VDOT STD. r'G-1 LIMITS /� - - - - - - - - -- - - 74 I / / 382 REPLACE �/ / 7FI BER OPTIC, pST HC-RAMPS,I�CT, 7 - - - - - - - - - I I / 70' R.O.W. 384 DRIVEWAY � / ADJUST EX. ENTRANCE TO 386 APRON & 15" CUMBRIA DRIVE AS RESE O � - _ - - - 372�_� I / RESERVATION ZONE I O,HE 388 CULVERT / NECESSARY / _ - 70 I I I II / , _ I I I 390 O 3 0 OHE INV. IN 377.15 (PROVIDE PAVED APRON) CONSTRU DO EX. 15" CMP I I I �/ I / INV. OUT 376.50 I _� X / RIM 3 .5q 368 I I / z 394 I O M + INV. IN 367.78 I I / 1 m P / 1 I TEMPORARY CONSTRUCTION', INV. OUT 67.68 20'DRAINAGE / I / / SPACE EASEME 1 EASEMENT OR LETTER OF W 48 LF OF 115" EAU EMC NT, TYP. I / / I � \ � PERMISSION FROM OWNER OF p0L (I ) / / / / TMP 80-58A TO BE AQUIRED RCP 2. 5% _ I � PRIOR TO CONSTRUCTION W ..'.�m�..L \ \ IP RAP I J I / / SPACE / _ - + DOT ST[b EC-1 I I / / / AMui I I + / ACE / - AMENITY ` \ \ fI) �) I OUTA66.36 I I X I SPACE 3 N S PE + I � � + � W + 30 LA APE + / � Z X + I ► X _,� �� I X I + X SWM/BMP I I I X I � I I _ i i \ l I v 00 � � � FOREST/OPEN \ 8 / CV`, C�� SPACE EASEMENT AMENIT I I I / 10 `�A I-' SPACEe / I- I - - - - - - - -� - �' m LLJ W I STA. 8+66.39 TERRAPIN TRACE �- STA. 10+00.00 MOSSY ROCK RD I \ \ \ \ \\ / I I / I I I I \ X\ "\ I I\ \ \ I \ \376. 0 I I I 379.50 I I I 1383.Ob I I I 0 I 388.50 I it ;, 390.50 I 390.50 I \ X - - - LOT I-25 / / / I I \ \ \ \ I I 378.00 I 380.50 1 381.50 I I I i 84.50 I 0 390.50 390.50 �, - ! - - � - 375.00\ 387.5 \ + 373.00 / C NT H RIDGECOR SINGLE RADIUS I \ I \ _ 7,547 � I \ \ \ I i I ST EL RC PAN ON CONCRETE J / 5/8" WATER LOT 1-26 STRIP OOT GS, \ \ I 2 OR EQUAL / � I I \ V A I I 10 I � 15 -TOWNHOUSES �%V/ 1 CAR / METER (WM), TYP. I I \ \ I 1 I GARAGE & 1 PARKING APRON / (2 -10 SP X 7 -5 RISE X 71 -10 L) / I I I 1 \ 1" TYPE K COPPER C NC ETE O ODULAR BLOCK / I I I 1 \ \ I I I GUEST PARKING ON TERRAPIN 20' DRAINAGE / I I I Q WATER SERVICE, T EASEMENT, TYP. H D/ IN WA LS, TYP. / / I I I I I I I I\ I I I I I I I I I I I TRACE (4 REQ. - #) AMENITY X 1 I I I I SPACE 4" PVC SA -(PUBLIC) -/ I I I \� I V I I I I I I I I I I I I 2 LATER TYP. LOT - 4" PVC SAP \ � �,,� � I LOT I-53 LOT I-59 y� � / I I I I LOT SF \ \1,8 OI SF LOT 1-52 2,418 SF LOT 1-55 ' LOT 1-56 57 LOT 1-58 2,416 SF LOT 1-60 LOT 1-61 LOT 1-62 LOT 1-63-- LATERAL, TYP. _ I 378.50 F E 380.00 1,860 SF LOT 1-54 1,860 SF I 1,860 SF 1,86F - c) I FFE03 17 001 1 8 FFE 382.50 2,418 SF I FFE $.00 2,418 SF FFE 390.50 1,862 SF 1,860 SF 1,860 SF 2,418 SF \ 46' ACSA + / 2 418 SF FFE o I � PRI ATE S.S. FFE 381.50 FFE 383.50 FFE 385.00 FFE 386.50 FFE 389.50 FFE 392.50 FFE 392.50 FFE 394.50 I FFE 394.50 1 TYPE K COPPER \ - II-- T L c� i i 1 I I LAT RAL I 14 ACSA I WATER SERVICE, EASEMENT 1 I �AS MENT I EASEMENT, TYP. 1 14' ACSA M � �_, 377; 0 � \) 380.00 I 383. 6 i 8�6.50 I I 391.00 393.00 5/8" WATER \ I X 75.50 7 1. 2. 385.00 88. 0 391.00 393. - 8 50 38 00 00 3$9.00 I I I EASEMENT 370.00 I METER WM 2R3 / I �� I 1 I I� I T� I LF I z I i I / T I �. ( )� TYP. I _ A I I : I'� TYP. / I - - - - - - 1 . I -� - � � , � \ I I .I I I °- I� I I I I S,I I , I I I I .I I rt � ��, + -- ' I SS I �0.75 � II I I 1 \ I I I I I I I �� R4-1 R4 ACSA S.S. 'R4-1 - / / 1 I I_ V I T8 I S S S- --- _- --- /� � � I I I I 'i �, S S I S8 .�..� � S� I S � I� • , S S w S � � S S S S I S � S - �393.�0 SD M 2516 DWM m �� 4- 8 X6 TE� 8 G.V. / W M _ S D / + N P + i 2R2 I t / / I I \ I �� px%V 6 G.V. i � SD 2 500 ADT � I I I I'�I � � � � ;-� ; 13g2 � 8" PLUG I �' 8" ACSA I. � $ GIN 0 �1OVO I I I �' gCSA W.L. ' ' 19+Q AC�q W.L. ' ' 20 0 (200 m 21+0 W W W W �/�/ W W W - W W W W ns W W W W rfU W W W W =� % W W W W W N AVAILABLE GUEST, I I I I I I p i M 1 � / uio 1 I I PA - ING ON -STREET -PARKIN G I I I I I I ��I -7 "h-5' TEE O a I / / co co < SIG VDOT STD. ON -STREET PAIRK�NG - - I I I (2) - 8" G.V. r- I 8" X U TEETB R AP I N TRAC 1 cn� r '� _�� - �� - -� �' U SLYN ) CG-6, TYP REQUIRED FOIR 9hOCK 1 I I I 6" G.V. I SD 6" G.V. ( gLIC: 25 MPH) I � Q 2S1 - 2S14 F(!A#R3 + - � #I I I I 1 VDOT STC� 00 Q i i\ � NP I - - - - I M _ 00 DEDICATION U ON DEMAND, I X i V� L OF COUNTY TW - 370.06 Q I I I I I I 1 / I E�1 MENT / STREET I I VDOT STD.;CG-1236_4 (P BLI I o;HC-RAMP, Co I NAME SIGN � � � � � I 1 �� I � U) 1 I ll 11.2 LOT I-14 3 � I I BEN I ST P I LOT 1-�6* I I X I Z 6,784 SF SPEED I SI N "j / i- 7,5281SF II I I I I i I / OD AR BLOC LIMIT c 4" PVC SAN. I I� I I + /� BLOCK _ LATERAL, TY� I I " X R AINING WALL I n ZI � I MAX HT) Z'I 'IrII I ACSA I/ / STA. 20+92.20;'33.50' RIGHT = / - _ J \ / \ CENTER OF CUL DE SAC � EASEME T I O O _ -- � "<.�-� I / TERRAPIN TRACE MP 80-52 ' I Sv l RI VA NA INVEST ENT Mi V RI LE CSA - o I I I I I I I I /RESIDENTIAL cn E SE EN ,TYP., qB. 364 1, P.,400 409 U I I I I I I I I SINGLE FAMILY DETACHED LOT 1-13 ' I I I X I I I I I / RESIDENCE W/ 2 CAR GARAGE AND DB. 3536, P. 594 - - I - - - M m* I \ X I I 2 APRON SPACES, TYP. 5;950 SF � a I I � � %- � � LOT I-67 I L T I-65 , EASEMENACSA �1'952 SF � I I $18 SF' SS - AVAILABL T, I � � I/ � YP. R3 ON -STREET KI 36 f L_ I I I= 82 / - I to + 1 I 1 ___ AMENIT I � �- Q - - - - I SPACE / � --- - I u'� X \ 7,062 SF _ I _ SS _ w \ \ VDOT ST � 3 (I c° _ - + I � � STREAM 6 T5 CG-6, TY 6 - 1NM - \ \ i 2V6 / V OT STD LOT I-68* \ \ I - II X - I I = I C 6 TYP � LOT 1-12 L w 2 F 5 S x 1 I \ \ 5,950 SF I 6° x 6' TEE v - I 6" G.V. \ \ i � I I FHA #U1 AVAILABLE GUEST, � \ - - / / \ ' ON -STREET PARKING I + gA SWM/BMP I D I FOREST/OPEN + bZ \X \ \ _ I SPACE EAS�M I \ X \ \ � w �l 1 \ LOT 1-69* �� \ \ / NOTE: �� 36 / AMENITY REFERENCE APPROVED J PO 2018-00017 FOR EROSION & LOT I-11 � � � 5,952 SF '�� � � ---- ---- ---- \ I / I + � � SPAC€ � SEDIMENT CONTROL P N STORMWATER MANAGEMENT PLAN 5,914 SF \\ \ B 6 = \ \ AND STREAM BUFFER MITIGATION PLAN. X MAT L E - SEE SHEET 33 \ \\ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 'P_7 H OF V ele" Alan G. Franklin Lic. No. 35326 W NAB (Da z z Q Q � � \ � J / Z � Q O 06 z w C� J z Z� o a >coLLI � J Q ISSUED: SCALE: 1" = 20' REVISIONS: SHEET OF 72 \ \ \ \ \ \ 0 10, 20100, 200' — — — — — — — — — — — — — 1 l INTERSECTIO I \ \ \ \ \ / AHEAD SIGN _ SIGN� — — — — — — — — — — — — — — — — — — — — — — — — — — - - ---------- 33+00 33+81.87 1 1 C Mr,1 1Tr7 r)r-n icr- nnou� I I , -4/ \ I I I I \ 1 \ — / LIMITS OF -ASPHALT --MIL& OVERLAY, TYP SHONE Pam. _ — — — — — _ — — J 5 I \ N V. 360.81 -- — — -- --- -- --- --- DOUBLE YELLOW ST PE YELLOW STRFP-ED-GO E- -- PA VED 49.10 LF OF 15 Z CIP @ 4.71 - O� - - -- — — --- -- --- - 30+00 ,O +00 32+0 — \ - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - -- INV. 364.23 \\ I INV. 363.62 -� /- --�- I 6 O — FIBER OPT AV/EL /(10) MAILBOXES tiF O \ \ \ \ \ \ 25' ` \� y� - POST/ \ �\ ` J 31.2 LF OF 12„ z OyF EXTEN EXIST 366 �\ CMP @ 1.94% \ j 15 CIP PIPE L \ \ \ \ INV. 363.50 370 LIMITS OF NEW — I — — — �— — �� —o v PAVEMENT, TYP / / s�, - vv v� v v v \ TMP 80-58 \ �JAMES RICE TEMPORARY CONSTRUCTION EASEME T OR LETTER OF I PERMISSI N FROM OWNER OF TMP 80-58 TO BE AQUIRED PRIOR TO CONSTRUCTION I TMP 80-58A N I— MARYBESS RESIDENTIAL — — DR 39,98, P. 409 OHE OHE OHE OHE / E HE OHE OHE` � OHE OHE �OHE OHE — — — @H� — — — OHE OHE OHE OHE -� qHE - -- = — — OHE �— OHE OHE DB. 35 6, P. OHE OHE DB. 56 P. 608 w JO SON � RESIDENTIAL w DB. 568, P. 608 w \ \-------- -- - - — LW \ / \ I I 1 I (.3 75 -— — I / , \ I I / I , L/ q / - I � - I / / TMP 80-53 ------------ _ - COSGROVE RESIDENTIAL \ / / DB. 2821, P. 505 i v v TMP �0-54A \ TODD C SGROVE QI O I \ RESIDENTIAL v / DB. 39918 P. 409 I \DB. 17 1, P. 672 II \ C(7 I DB. 3 4, P. 399 0100 i - _ I ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PV1 H OF I/ c� v Alan G. Franklin Lic. No. 35326 W O �v T � Fss / o ��� NAB KEY 27 ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTSI 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 NOTE: REFERENCE APPROVED WPO 2018,00017 FOR EROSION & SEDIMENT CONTROL PLAN, STO MWATER/MANAGEMENT PLAN, AND STREAM BUFFER MITIGATION PLAN. V / MATCHLINE - EE SHEET 27 _ i - 0 10, 20' 100, 200w _ Cn Lu Lu I� \ - ---- - - U) \ I TMP 79D 14 i TMP 79D 15 TMP 79D-13 i R. GREGORY MAGRUDER \ i R. GREGORY MAGRUDER U R: _GREGORY MAGRUDER / 0 I - - RESIDENTIAL RESIDENTIAL 'RESIDENTIAL I\ I - -- DB. 368, P. 175 / DB. 368, P. 175 TMP AD-12-- GREGOO MAGRUDER REST ENTIAL \ \ I \ DB. 3 8, P. 175- \ SWM/BMP \ - - TOWNHOUSES W/FOREST/OPEN -SHARED SPACE I \ \ \ - - - NOTE: PARKING IN CONGREGATE - - \ \ I PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND / LOT W/ EASEMENT EASEME MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT \ OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR - 0' DRAINAGE MAINTAINING THE PRIVATE ROADS/ALLEYS. / ! EASEMENT, TYP. --_ \ \ - CE (PRIVATE) - - X X \ X X 2L4 - 5- - - - - - �84. II 3$3 00 �S VM/BMP f $- 35 00 3$5.0 FORESTJOPEN $6 U.00 + SPACE EASE4ENT I - \ -- -- �- 3 5 00 - - - / I 376.00 - - - - \ I -- - - - _ - - O C RESERVED FOR FUTUR 0�_ 3'��I 00 I I I \ _ 0 30 ACSA EASEME�hT � _ \ I 1375.00� I I-LOT G-1 - -- - � I i I I I , ,T n "n . __ _ .. i 17JQA QG / 0 a _° �n n O \ EXTENSION 1 0°O0ou GIII \ -3720 - I �F_F954 IF 958 SF E 378.0.502TI I .. I I _VDOT1.STD I CGI -6 � E I I ;oLOT GI -13 0000000000 � 00000°°° \ OLOT G-5 LOTG-6 2FFE 387.00 1 FFE 378.00 1 FFE 378.00 2,991SF 1 \3LOT .0..G'0 �- ••1,; 4 LIJ0°0°O°\ �° 0 3,107 SF 2FFE 387.00 2FFE 387.00 (DRY GUTTER), / °\ \ LOT G-2 LOT G-3 1,936 SF ;FFE 377.00 1,900 SF ° °O 0 ° 0 O LOT Cr1 �-1924 SF 1928 SF LOT G-4 1FFE 378.00 TYP FFE 376.00 0O ° 3,019 SOO°°0000O0°O0 °O .2FFE 387.00 00°O°OO 0 0 °On 1 FFE 374.00 1 FFE 375.00.,2FFE 386.00I 000 2FFE 384.00 2FFE 385.0I1FFE 376.00 375.2FFE 383 00°°�O �°0° 0FFE385.00 SD 30'ACSA \ 2K4 0°0°0\ 30ACSA F _ EASEMENT, LOI T G-15°000°0 a OOOOnEASEMENT: 1,900SIF °o°°°0 0 376n-3Z�80 IWMTYP. O00 0 ° -- DWMFFE 375.00 000O00O0°O O°8" STUTYP W 00°0 0 0375-00 o, 0\00000 oMC0000�OC°Oo00-!\DWM � / 73.00 0 000 �SD6 G.V. WM 1 -5 T 0n00000000DWM, 5.°°00000nn00 75.2 00000000 B.O.A. \ V 00\000000000 \ _I- / 0 ° 0 0 00 ° 0 0 00 3 1.84T I I II 37 .34TC �' I I ENDS O 0 0° I I I I 3 6.26TC 374.8 n00 � B14\A � f' ,W, 1 - \ 0 O 0 0 0° I I l I 18" TEE 75.44 C 8" AC A W W / 000000000 �72. ��I �� I % I 37 ITC - - 15+ / 0O°o000 WETLAND O � NCRETE � � �� \ \ z_ 1.58T � � � 6,. G. .RED � '� �1 �R�W � D9T / n0 L, \ O O C 0 ° 371 50TC 16+0 PH) -1 _ / 0 ° 0 0 0 MPSTER P D-^- CAW• (PRIV TE: 20 _ - CG-12 H AJN S 374. 2TC • W A S 8^ W SA W BLOCK G °\ ° 0 ° 0 ENCLOSl1R `� -� ; S � � S ' o W - --I � S ACSA / 0 0 00 X x (� B5 I �T- - S S S S-7Y1'ITC 374. 3TC S W O 0 I 373.55T I j / S ' -6, T CG°.O g3 � -_ e S _ 1 37Q73TC 0 � I _ 4.00 =-- BQC 370. 7TC I I 3 \ I A W1 - -I _ _ 374.00 _ �- DW - 2J6 �l END GATT. \ URfi X - � _ \ 71. T X 3� -- - / 368 '�7 � ITY K COP 00 M ,l LOT G-25 1TYP. / 4�PVC SAN. - 37Z 00 \ � � `•�I '�::,: I 2,454 SF / LATERAL, TY j O FF-E 376.00 I LOT G-26 / 372.00 _ /- - n 'AMENIT C6 O TE _ - _ _ 20 DRAINAGE 1-,715 SF 1 \, VDOT-ST - WEB nvWTRAI D 5/ETER M), _ LOTG-27 -- - - - - EASEMENT TYP. FFE 376.00 -1,$36 SF -- - - - CROSS -LOT SHARED 371.00 \ (PRIVATE)-0--0-- ° O 0 ° o FFE 376.00 LOT 1 SF -- -- - CG-6, TYP �O O 0 I 00 � �O � O O J' 2,991 SF PARKIN &PEDESTRIAN ' i O � O C 0 ° � - FFE 376.00 ACC_ESP EASEMENT (HA CH)-- - -- - - - _- - 0 0 0 0 _ - \ \ 00000\ ° �Q \ 0 ° RETAINING, I1C�1iQ` - - - _ _ 357 0 / LOT G-29* / I \I 0000"�� - -- - � 2,991 SF _ PARKING & PEDESTRIAN 00 O 0 0 OC FFE 374.00 LOT G-30* - O 0 0° 0° 0° U 1.00 1,900 SF LOT G-31* ACCESS EASEMENT (HATCH) O 0 00 / I - -- \ 0°000000000000� - --- - -- - F� E 374.0 -1,9GO SF 36 0 FFE 373. - - �\ OCOO�' � N 367 0 \ 0 0 0 0 0 0 0 - - - I � / L T 32 `7 0 -- -- 00oDoo\°0 I�A� OA0 ENT_ I _ 00 1,900 SF -°- --_-- - -- - - - - - - -- - _ FFE3720 -- -0,000- - 0000 `- - i - � STREAM � �� � �1dR19LA�2® - - - I � --- - _� OAR G 0 - - � I I WETLAND°0 000 0 0 00 0 0 X SD- 365: 0 I 1 _ P \ O 00 0 0�O 0 ° 364�00_ 363/00 O O O I oo00°O o x _ 0 \ 00 \ 0 0 0000 ° o 0 _ + I °o° 0°0 0000 X -- J - _ \ ° °°O00o000000 0 ° 0OO 0 0 00 x + I 000000 0°O \OOnO °0 °O° 00000 x I 0 0 0 0 0 0 0 0 ° 0 0 °°000000�\ )00 00000000�00 OO 0000 0000 0 000000 ® 000 I 0 O -- / On o 0 00 0 0 00 0 0 0 00� ff4o � CO o0000000 C 20' DRAINAGE 0000 000000OSR�(E �CnOn00000000O ASEMENT,TYP. 00000°°00000 �0°I o 00000000000 0 O O ° O C \ 0 0 0 0 O O 0 ° ° O C 0 0 0 0 0 0 0° C° 0° 0 0 0 w - 000 00000000 000000 °0000°O 000° -- -- �00 0Qo 00O °000 °O\ o o / __ -_ +, 0 0 0 0 0 O C 0 0 n b n n O 0 0 0 0°° 0 0 0 0°° 0 0 n n 0 O C O _ _ f 0 0 0 0 0 0 0 0 0 0 OO O C 0 0 0 C 0 0 n 0 0 0 0 O Q o O o + 000�°O °��e Doom°b 0000° 000oug ° 00uu - - o 00 °moo n o 0000 0 / - - onn o0 0 0000 oOo °oQ� °00 On000 °\0O 0 °� 000°O 0°ObQC°000�60Cn\\ C0000 `\O ° o 000 ° o° 00 0 � ° o �0000O 000 0 oO°°�00000° ° 00 0000 O - - °oOCOOOO°0000 \°Q-a0-0 00000 D00°O 00 OQOO°�� 000°°�°n00 O0° Cn000 0000000C 000000 000 °00000 OOCO000000C°OOCOo000U0_ O ---_- T 00 C °O0 O0 °°)00000OOo 000000 °oO O 2 \ 0000 n° 0000O n000C00°On00OC °000n O 000°00n0 00 0 000000C° 0000000 00� l - \ 0000 \oo0 0000000n00 OCn0000n0 - O C°°° O o 0 0 0 C 0 0 0 - °n0 00OOC00000000CC0000000 OC 000000 °00000000000 0000m-' 00 0°0000co 000 _ BLO K E I I - M VV I I I P \ VV , I / PHA v w W - � I - w - - - / B OCK F I r - _ v - X vv S � � �__ ,y w 1 / VV I I -VV co 9/� ` W VV I � - w_ AHLI EE S E 4 �. _LL Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF c Alan G. Franklin Lic. No. 35326 W T � NAB ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 MATCHL'INE - SEE SH ET 28 \ - \ wM 36� vLOT 1-36 04 , _ S F 1 1 ♦ ON STREET PARKING ZONE 1 o 10, 20' 1,00 C� ♦ EXCEPT WHERE BLOCKING _ C W 200 �, W 3 VDOT STD. NOTE: \ \ DRIVEWAY AV GUEST, _ � REFERENCE APPROVED WPO 201'6-00017 FOR EROSION & \ N I �'-- -9O ON -STREET PARKING ' \ / N �� SEDIMENT CONTROL PLAN, STOR PLAN. MAf�AGEMENT PLAN, \ \ \ \ \ \ \ \ � W AND STREAM BUFFER MITIGATION ANOA DRAINAGE ---------------- -�` . W I \ \ \ \ \ \ \ \ \ \ \ SS 9/2 / ,_ � I 1 ' EASEMENT, TYP. 1 LOT 1-43s, / ( TMPA79D-15 o 6,436 SF �� ♦s (PUBLIC) w \ Z ACS W. / LOT I-35 r� SINGLE FAMILY DETACHED \ L I R. G EGOR� MAGR DER ` ' 7,622 SF - \ '� RESIDENCE W/ 2 CAR GARAG D RESI ENTIAL 2 APRON SPACES, TYP. S \ / � / d- 14 'ACSA / , P. 175 V ♦ Q DB. 36 _ � 1 EASEMENT, STA. 16+43.49 BUTTERFIELD LANE 22.5' _� _ _ - - -` 11 STA: a 15+70.74 MEANDER WAY 1 TYPE K COPPE WATER SE ICE, T \ ♦ BEND _ _ _ 1- - - - \ i 5/8" WATERS M �_� - - _ _ 360.7SC \ I - _ METER (WM), TYP. V - - �� _ _ _ / M \ - - - / 4 PVC SAN. I LATERAL, TYP. / 2SD 0 02 LOT 1-47 6 �4'` p 7,404 SIF I M6 i S � � SWM/BMP I FOREST/OPEN / (200 A /� S � , / PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND I I \ SPACE EASEMENT \ \ A P NOTE: / fin, � S MAINTAINED BY THE!HOA. NO PUBLIC AGENCY, INCLUDING VDOT q L 's WM r OR THE COUNTY OF ALBEMARL WILL BE RESPONSIBLE FOR \ R / MAINTAINING THE PRIVATE ROA S/ALLEYS. (PUg� lIC:25MP /� J+�� � � / / H) - 8" 6' TEE • (2) - " G.V. /SWM/BMP - s M / 1 f I M G.V. _ FOREST/OPEN � � �� �OW � SPACE EASEMENT I STREAM 2M M - BLOCK G i, � �� '�LOT / / 8,842 -SF / __ - - - ��� STREET i- - NPR TOWNHOUSES,W/ SHARED // / WIV�o NAME SIGN PARKING IN CONGREGATE O GREGATE AWI I \ -� -- / AMENITY SPACE _ Q BLOCK I � _ STOP - + � / � / \ / / � - 1 6„ X 6' TEE IGN ♦ X I I \ LOT I-46 6" G.V. ---/ --- - FHA#S1 - 7c AI \ ` 8 722 SF l VDOT ST\ - 2 E ASEMNT, TYP. \ \\ / HC-RAMP 374.00 - - - SD / (PRIVATE) \ SD 3/3-00 370 / / \ LOT 147 / , ; / - - -- ; ! o / �71.00 / p _ _ \ - --- / \ \ \ / 7,577 SF - s8 I _ _ \ 3 � 1 LOT G-16 / / 370 `� - - 1,900 SF - 'SWM/BMP 369.OQ 1 368.06,- " -- � \ I FOREST/OPEN � / 1 LO JA•8 // FFE 374.00 COT G-17 1 5/8" WATER ; � r_ \ 1 1,900 SF LOT G-18 (WM), TYP. 1 / LSD SPACE EASEMENT \ \ 1 3 SF L s 2,991 SF 1" TYPE K CQ PER/ 1 L2 X 4" PVC SAN. / 1 W / FFE 3�2.00 0 66�/ \ SWM/BMP FACILITY � l � 1 FFE 373.00 WATER SE V C TYP. � 367.00 - LATERAL, TYP. \ = LOT G-19 / 1 /365.00 �/ ; 2L1 \ MAINTENANCE / / T 2,991 SF / I \ / 64. 0 EASEMENT II - FFE 371.00 1 900 SF0 / \ \ (PRIVATE) ~ Q / FFE 370.00 LOT G-21 71.00 1 / 1,900 SF / _ 1 FFE 369.00 LOT G-22 _ 1 �o W �N � DWM OOT STD. G-6 1 1,900 SF LOT G-23 co 1�2 FEE 368.00 SS VDOT STD. ' DRY GUTTER), 1 1 1,900 SF LOT G-24 � IX M \ 1 � 1 9.00 4" PVC SAN. FEE 367.00 1,900 SF CO -_ \ MODULAR BL CK 1- _ CG-6, TYP 1 W a 1 OT G-42 \ \ AMENITY RETAINING W LL WM/BMP ' I� + LATERAL, TY�. FFE 366.00 = 2K3 /2,660 SF / X SPACE ) F REST/OPEN S- / cIr SD 30 ACSA I (10 MAX HT / 00 LAT -EASEMENT FFE 365.00 j I 8"ACS WM \�361.00 TYP. 1 1 S CE EASEMENT A S•S ,R 1 / DWM -366 0 /` 1 JACK D BORE SAN. 20 ACSA I �65.00 \ SEWER NDER EASEMENT, 68.83 C / DWM BMP G� STREAM TYP. 68.01T � (1310-FILTER) 1 13+ 368. 3TC 7. �63.00 W SD \ 75TG� / y DW K Do �l 1 SD \ �I -12/ w 67.85TC_ / �% / / _ l K2 `,' \\ SS 1 ON -STREET PARKIN ' Z� O SS S HC-R P / w 2 �- / l i I_ 8 'TEE \ B9 R1 E REQUIRED FOR PARK � P 3 7.88T T % ) 1 / }5 • \ 1 ( ) (5) '/ � 1 _ 1 LOT I-1 #P EASEMENT, YP. � W 3 .98TC S 1 +00 1 / I 62. 6 C V \\ / / LOT I-2 1 PRIVATE - 1 R --- ( ) i _ � 826 S F / s (PR T : l + - 20' ACS ' 6,825 SF s /36 .20TC S MPH) "qCS l EASEMENT, TY' I 6 .90T S / W q W,L. '�, 34�40 -P� 65' X or' rn \ \l 1 ��w I _ X \ I \ LOT 1-3 _ S 362.14 C SS / O 1 \ / 2J5 �' \ 1 C /I / I I 3� 11+0 ` I B10 / \ s �J - J� 1 / 7,850 SF SD / 4 CSA 1 / r OT T 0 Al 2M3-1 EASE NT, I / 2 • ' - -i _ P. S•S• � RFIEL LANE T W WNf� „ CSA / \\ \ \ 1 STA. 13+88.87. LAZY B ANC LANE ® _ +- �/V / 1$A� - A-�36900 OT S / / / 1.49T S g STREET _ j - 353.75 • o 369.00 CG- n° / / �_ l� / _/ / g ♦ NAMEf \ o \ SD d ' W A �� . M 2S LOT G-33 DW / • ss 6 \ + \ 1 I �- i M3 1,900 SF 8.00__ - / l I 6 9 NPR B11 \ ° � 1 \ \\ \ �-� � �' STOP � _ � � PEED � FFE 371.00 1 - - - A �- 1 / i / BMP ACCE S \ �1 IGN IMIT SIGN W --- 36$� 36 - _ I \ VDOT STD - � � Z _ z I :. �� -� S ED \ + �� VD T STD. CG-1 LOT G 34 / 5.00 y M \ \CG-6f TYP -- -I � 1`\ � � +DO \ \\ LIMIT \ 11 � _ _ _ \ HC RAMP, TYP U - - 2,991 SF J - DTmidl SD / cS� /M7 FFE 371.00 / 1 _ - - -64. 2J4 16+ \ LOT G-35 1 363 0 LOT G-37 CROSS -LOT / / M 2,991 SF LOT G-36 1 1,900 SF !- p / FFE 369.00 1,900 SF PARKING & P DESTRIAN - M .. \ \ \ M WM - Q FFE 367.00 1 2 3-1 \ \ FFE 368.00 ACCESS EASEMENT (HATCH 362 0 6 \ \\ \ \ (690,q / TREET 1 - - - LOT G-38 1 1/ LOT G-39 20'0 SFIDRAINAGE "� DT� SIGN a I ° 362-. 0 1 FFE 0366.00 1,900 SF / EASEMENT, TYP �� \ STOP G x I \ \\ \ \ / M c / SIGN I NP? T \ \\ \\ LOT G-40/ 15+p0 „M_Sq w SNP �p v? ♦ \ _ FFE 365.Ofl (PRIVATE) o Cco 1,900 SF LOT G-41 1 \ oo \\ <N \, / L. ;� _ 2 N 2 + Q \ 36 �.00 361. 1 1 1 / / FFE 364.00 2,660 SF FFE 363.00 IVDOT STD. HC RAMP, TYP / ��y 8" X 8' T E �\ _ \ \ \ Z r L�RgN 361. 0 / I / / � - p / (3) - 8" I x \ \\ \\ + \ � (PU 25�� LANE � M X BvC: L.� C 362. 0 2 3 X \ - \ MP1 /) 8" X 6' TEE - T 6" G.V. 20' DRAINAGE �l 62�00 I 1 FHA #X2 _ M 44 EASEMENT, TYP. SD X - L--'361/ / \ + , . _ 8„ PRIVATE x X SD X 8; TEE - / ACSA (PRIVATE) 361.0 S S B8 \ (3) - 8 G.V. "" __M ODU � �_ �;% o,: 2M2-1 X \ RETAINI G W L _ - -- \ S - M SD 12' MAX 2M2-2 O O BIBMPLTER � i � / SD TREE PA IN �o � / ( S _ 0 O O O ( ) - - - _ 2 % RER UIRED OR AR ~ AME Y F _ � S J- SPACE O O O STA. 10+00.00 CATTAIL COURT = , owwo 0000 X \ STA. 17+59 .O STREE A NG 1 + - � � _ O 0�O 0 0 - _ _ _ / 80 LAZY BRANCH LAN R UIRED FOR P R 0 0000 040 X S g0 O VDOT STD. / (# (12) �'� \ - CG-9B TY M2 • _ aOo� _ x 00 - SAN. 0 Cr� O � 0 00 \ CG-6, TYP x y� I I ! 7 8 _ ff CSA S O 0 � E O 0 X x I I „ LATERAL, S q S S• B O WATER 000000000 000000 AM PACE _ 2D O 0000000OQou0o00(0) LA AR RK I BMPG� ��, METER(WM),TYP. \ / 14A 0000 00000 356-- 7� 0 CSA- O O O O O O O \ _ IBMP ACCESS (BIO-FIL ER) LOT J 34 �� EASEMENT, 1 : 000 00000000�000000000000000 \ / �y 00000 000 0 �> i 6,856 SF - � TYP 0000 0000 / BMP ACC S �, 0 0 0 O O O O O O 0 0 0 0 0 / 0 0 O O 0 O O 0 0 �, / _ / CONTECH RIDGECO INGLE RADIUS \ II L T J 35 ' 352 00000000000000 0 O / / O O 0 O � � � � / STEEL A H SPAN ON"CONCRETE NCRETE \ � � � � i 6, 6 SF I LOT J- 000 0000 0000 \ / o ) �\ _1 1"TYPE KCOPPER ' 6856SIF 00 � + STRIP FO INGS, ORE L \ WATER SERVICE, TYP.I\I ' O O 00 0 _ � ` (28 -10 SP N X 7 -5 RIS OIL) CONCRE OR MODULAR OCK \\ 1 -WETLAND MAINTENANCE SWM/BMP FACILITY i MAINTENANCE HEAD/WI WALLS, TYP. ` ' \ ' � �� � �- � / 6 ' � 20' DRAINAGE LOT J-37 EASEMENT 35 \ EASEMENT, TYP. 6,856 SF � \ X X - ` \ \ I (PUBLIC) MODULAR BLOCK STREAM � /RETAINING WALL D (6' MAX HT) 2 �- - - � \ X � STREAM � BLOC J / \ X + 356 / 1 SWM/BMP FACILITY\ ' 1 MAINTENANCE ' 19+26 SWM/BMP \� EASEMENT \� - \>13 FOREST/OPEN \ / / + X (P ' 6 TOWNHOUSES W/ Sp PACE EASEMENT \ / ' SWM/BMP X 1 CAR GARAGE & SWM/BMP 2H _ FOREST/OPEN X ` P KING APRON X ----- - - - SPACE EASEMENT 1----FOREST/OPEN FOREST/OPEN WPO STREAM ----- � BUFFER ' X SPACE EASEME _ _ X \ I _ SPACE EASEMENT / MODULAR BLOCK - \ X 34 ` X RETAINING WALL \ X PRECAST CONCRETE BOX CULVERT \ ' _ 6' MAX HT + 362.50� \ ( ) _ WITH CONCRETE OR MODULAR SWM/BMP FACILITY / WETLAND BLOCK HEAD/WING WALLS MAINTENANCE SWM/BMP FACILITY \ X -J362.50 1 r k Q MAINTENANCE ' \ LOT SF (8' SPAN X 4' RISE X 75' L) EASEMENT + LOT F-7 362.50 - X s O 0 0 O INV. IN 349.00 (PUBLIC) ' PUBLIC \ LOT F-8 / -�� O O EASEMENT FFE 364.50 1,640 SF 360.50 _ � 00000 0 INV. OUT 348.00 (PUBLIC) FFE 364.50 LOT F-9 1 -�, 360• Q \ � D \ X 1,640SF \ �OO000000 COMMUNITY PARK LOT F-10 = x U 0 O O O O 00 0 O AMENITY TO BE DEDICATED TO THE COUNTY OF ALBEMARLE \ \ 2 1 \ FFE 364.50 1,640 SF LOT F-11 Q O O O 0 00 SPACE FOR PUBLIC USE AS A PUBLIC PARK, 1 FFE 362.50 1,640 SF 1 a, 0 O O O 0 \ - FFE 362.50 0 0 0 0 0 STREAM MATCHLINE - SEE SHEET 34 - - Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com OF c Alan G. Franklin Lic. No. 35326 W Fss / 0 NAB w (Da z z Q Q � � J> � \ � J / Z � Q O 06 z w C� J z Z< o a m >0� J Q ISSUED: SCALE: 1" = 20' REVISIONS: SHEET OF 72 I 1" C PP R _ - � II J AT SE VI TYP. I I / T 5/ " W TE co TE (W ) I 36 LOT I-10 / STREAM c) 5,767 SF !�� M INGLE FAMILY DETACHED y SD RESIDENCE W/ 2 CAR GARAGE AND 2S9 — I ' 2 APRON SPACES, TYP. / 1 / / N- TR ARKI G ZONE* MODULAR BLOCK / co *EX EP WH ' RE LOCKING -------- - RETAINING -WALL ODR E AY 6 MAX HT -- - -- _ 4, S A � 1 A LOT I-9 S ME T, 1 ON -STREET PARKIN TY 5,767 SF �I REQUIRED FOR P (#P) (15) S R2 I % SWM/BMP _ I FOREST/OPEN SPACE EASEMENTLn 6 AVAILABLE GUEST, INI ON STREET PARKING' EASEMENT,- 7 (P MATC I EE SHEET 29 (PRIVATE) TYP. D� VATE) _ 0 3 5. \ p _ ®� `v / 4" PVC SAN. \ 0 100, 200' cis / LATERAL, TYP. O O N \ x \ \ �' •• p LOT 1-70 J 5 / ' A ENI i \ 5,952 SF PAC \ \ \ Sp m , . ' \ NOTE: \ \ 2V4 a� / co � \ \ / \ \ \ REFERENCE APPROVED WPO 20 8-00 7 F R EROSION & \ \ SEDIMENT CONTROL PLAN, S RM ATE MANAGEMENT PLAN, \ O a \ \ AND STREAM BUFFER MITI TIO - LA .75 " \ / _ / \ / M V/ _ \ \ - . 1/M a� _ co 90 U � I LOT 1-71 / 1 \ 5,952 SF I A a 06 �co CSA / ASEMENT TYP. 2U5 s 2 6 SINGLE FAMILY DETACHED 357.75 / RESIDENCE W/ 2 CAR GARAGE AND 2V3 _ — - 2 APRON SPACES, TYP. LOT 1-8 _ / / 3+ v 5,767 SF sD % A -� 2U4 � 20' DRAINAGE O — / EASEMENT, TYP. + _ +O ' (PRIVATE) / — / \ / 11.25 1 _ I BENDco 1 MP ACCESS I \ I , SViM/B P FACILITY MAINT ANCE j ! i -ASE ENT � � 11.25° \ / -_/-� - LOT 1-7 VDOT STD. LOT 1-72 (PUBu) A BEND J �' \ J CG-9B, TYP / 5,767 SF / ) I + u3 � ��' / / �- � — — � ' / I 6,541 S I AMENITY / 8 4 SPACE 1 4" VC AT P.LA / 1� co / °p0$ / v LOT 1-73* - � 11.25 / 5 237 SF 1 LOT16 � , _ 5,767 SF / ° BEND I --- - - --- / / / I SD \ \ TMP 80-55B / \ - � I ULLERY RESIDENTIAV ° rr \ D8. 2478, P/535 380 BMP IL LOT 1-74* / ° 1 1 B10-FILLER) 1 x� "� LOT I-5 ( � ° I; I (0 5,767 SF 5,228 SF d PRECAST CONGKETE BOX CULVERT ° cal I MODUL IR BLOCK 11 \ � I { M WITH CONC TE OR MODULAR ` RETAINI G WALL I ��, 6 MAX T r co M BLOCK HEP(D/WING WALLS x I', � I � -0 �' N �"-" � SP ED _ 4 SPAN 4' RISE X 78' L I 2U1 ( ) IMI� SIGN STA. 16+44.57 MOSSY ROCK-RD W INV. IN 3 2.50 ° I o STA. 10+00.00 LAZY BRANCH LN 0 341.50 I I �' G WM / / / LLI W LOT I-75* ST EAMc'V I \ / ���� + LOT 1- + + ° A I 3 / \ / / / / I BMP I �� / � 7 631 F ��. BI -FILTER / 8' I 8' TEE ' \ � ✓ \ - - - / / / \ \\ s�• I / / ® // (2) _ / G.V. / \ -- --- --- - - / / / i / - I _= 6" G.V. IN- J I PCLOT - — — 370 14' ACSA 5,223 SF x \ EASEMENT, +t _ EED ° (P TYP. i / / _ I STREET ; IGN ° I+ NAME SIGN 8"XUTEE SD STOP 6 G.V. 2T2 q4 `c°�A\� SIGN FHA #X1 koo GN - N /TMP 80-55 M <NP + 2S4 -�MP �`' � � 360 x� � GERALD a Y -- — — ACs�'w � Z.( lPNP_ _ — — HUG HES / �. X' M W ��\ p p•0 nN c'. LOT J-56* / RESIDENTIAL / 5 12+Op -- (3) - 11.25° k ,214 SF \ / DB. 739, P. 579 0 \ / _ /----- - _ _ BENDS \ / / WM � I SS B6 II_ � � s 32 �}OT J-38 857 SF 1 20, DRAINAGE I / I EOEMENT, TYP. 3501 i (PUBLIC) ,WPO STREAM / I L SWM/BMP FACILITY / I / MAINTENANCE �48 EASEMEN 1 SWM/BMP FOREST/OPEN CE EASEMENT' \ VDOT STD. CG-1 \\ SD \ \ HC-RAMP, TYP \ N \ \ � WM , SPEE + / LIMIT SIGN / T ,, �' \ x \ `� � �� � � WATER SERVICE, 358 , / \ TYP. / x r I I\ A LO 9 N �LOT J-55* \ — �s \ 7,321 SF �S� ��, 5,187 SF BS O N-STREET PARKING X 5/8" WATER Q,UIIRED FOR PARK V1/M , SS I \\ � S ( ` � METER B5 TW = 358.00�CSA \ O i BW = VARIES �, EASEMENT, TYP. 7� V VDOT STD! VV vp \ \ SWM/BMP CG-61TYP N \ FOREST/OPEN \ SD 2W5 4 PVC SAN. SPACE EASEMEN \ �,� \ LATERAL, TYP. I \ JACK AN BORE SAN. N / \ 4" PVC SAN. \ \ \ / , I SEWER U DER � \ LATERAL, TYP. ` 00 ' LOT J-54* SPAN OF \ STREAM \ \ 5,178 SF \\ x STREAM 6' ASPHALT LOT J-40 � � p ` � � / � � \ \ \ TRAIL \ 6,102 SF ° / 1 I cn I 1 .STREAM ° PARK 1C1 6' ASPHAL TO E DEDICATED THE COUNTY OF ALB MARL \ \ \ / \ � NOTE: TRAIL FOR SE AS A PUBLI PARK \, N / + REFERENCE APPROVED WPO 201 -00017 FOR EROSION & SEDIMENT CONTROL PLAN, STOF MWATER MANAGEMENT PLAN, ' LOT J-53* �V AND STREAM BUFFER, MITIGATION PLAN. MATCH LI SEES ET 5 \ T2 / 5,169 SF Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF T/ Alan G. Franklin Lic. No. 35326 W o NAB ISSUED: SCALE: 1" = 20' REVISIONS: SHEET OF 72 RT VATIC II�EE S T 31 FFE7364 50 1,640 S8 I I I I �I N ' EX. 30" / - MH TO CURT / MOH T CURB , SD C'ONV RT E / \ CSA SS FFE 364.50 OT F-9 / INLET ,L �`3 HDPE 20' DRAINAGE IRivann -1 1 0 SF LOT F-10 / LOT F-11 / LOT F-12 INLET SD 363.00 F 364.50 1,640 SF /FFE 362.50 AMENITY EASEMENT, � FFE 362.50 1,640 SF 2,745 SF EX. 24 / � � � -� FFE 362.50 HDP , SPACE \ TYP. 10.5' ACS 363.00 EASEME T, TYP. /X k / 361 00 /L A - 361.00 �� a � - _ k- co SPEED \ - 61.00 f m O Q LIMIT SIGN _ W - L 6" X v W FHA X3 � 0-AC A \ \ wVV �/LLAGE A (PUBL 1 P RK ,� + W SA SS MH I C.25 8'� MPH) f ACSA W �/ - Riva Vil-1-14 f W EET pZ I rn i/ EX. 24" f NAME SIGN v _ w _ -. SD HDPE 2 04+ 0 W P ON -STREET PARKING S /BMFA I" 4-2 8' X 8' TE REQUIRED FOR PARK MAI NANCE ' •' _ - ; SD CONVERT EX. (#P) (5) EASEM T o / (3) - 8 G. / _ �� (PUBLIC) A4-1 MH TO CURB + INLET A4 ' T TIE TO PHASE 1co Q 6 WATERLINE AT 8" SNP U h, DIP STUB _ \ =- CO 6 TOWNHOUSES W/ 1 CAR GARAGE & STOP — 1 1 PARKING APRON SIGN I / GUEST PARKING ON / STA. 20+99.66 LAZY BRANCH LANE _ SEDGEWICK LANE Wl f� `�' VDOT ST G-STA. 24+31.33 VILLAGE PARK AVE (3 REQ. FOR BLOCK F) HC RAMP, T N-STREET PARKING � i R QUIRED FOR BLOCK F / z #F) 3) VDOT ST V _ ON-STR T PARKING CG-6, TYP / REQUIRED OR BLOCK D 62 (#D) (2) �N X MATCHLINE — SEE SHEET 32 7�;_ M \ , 1 ° o ° O - M w LLI BMP (POND)w w° Z \ \ \ 10'ASP < \ T \ \ \ co `� r /4' ACSA 362 5°0� I CONpp��FF C. �rLZ1�HT-Y_ N _ A2 2 W/SIDEWALK, TYP ADA mom c5.0/ SIGN, TYP.' �o / i - \ o 7 _ PAVILION I O� BLOCK D _ � � � _ 0 1„ WATER � C.) _ 2 AREA RESERVED FOR � � o 0 0 0 0 _ F % I I-fieNRESIDENTIAL/MIXED USE DEVELOPMENT � , j / co cz� Ov I V0,000 SF MIN.) ro 00 0 - O ACSA SS MH -U ° -1-13 / R M I • , 8„ X 6, T l _ P KING/�i/��ll�� �. ' , �` � � \ W _ �8" - U G.V.co ONE SIGN, TYP. \ COMMUNITY PARK a I C o 0 0 0 6" G-V- _ r 1r TO BE DEDICATED TO THE COUNTY OF ALBEMARLE 6STUB " O o 0 0 0 D RESTROOM ,e °.4 ° , ° , . , . • FOR PUBLIC USE AS A PUBLIC PARK (SEE SHEET 69) ° . • O /co0 0 Oa GREEN SWM/BMP a O 0 O / i FOREST/OPEN O a � ON -STREET PARKING � _ _ _ a� REQUIRED FOR PARK A2 3 _ / SPACE EASEMENT l (#D) (23) Q �: a O� a0 ° 0° VILLA/TOWNHOUSE W/ 2 CAR GARAGE ° � AND 2 APRON SPACES, TYP. 'I (GUEST PARKING PROVIDED ON LOT) EX. 4 PVC SAN. LATERAL / O a O O 4 • w I I TIE TO PHASE 1 b WPO STREAM , WATERLINE AT 8" / �� I BUFFER a O DIP STUB L o . . • 8"X6'TEE 8„X8'TEE I � I co j � . O 6" G.V. (3) - 8" G.V. / A 1 0� 5 n / / O bA P RKING �\ / a FHA #Z1 VD T STD. CG-12 a / SIGN, PA o0a HC- AMP, TYP / z I (-' l CONC. CURB FLUSH �y _\ AMENITY I ' W/ SIDEWALK, TYP__ . AC TLAND s' WM/BMP FACILITY o� `� f W mow. coo co � � \ M INTENANCE ?C 1 / N `'' `Y' M O EA EMENT W6+00 CIO T 0000 O - �j OOOO O (pU 1 O \ \ 8 �OOOOO 0OOd L/C25M '\f STREET � 00000�000 W J H) NAME SIGN 00000000 62 0000 A W Lw co I /,' ACS000 00 2G3 0 / STOP SIGN EXTEND EX. 4" U X/ PEED _ SWM/BMP PVC SAN. LATERAL PE I - (� LIMIT SIGN oM � � � � - . ��� � - � FOREST/OPEN / \ SPACE EASEMENT � f LOT H-1 RAIN GE I Q I 366.50 5,094 SF FFE 368.50 -- \ I � � � SPAN OF � 67.00 � STA. 23+79.66 LAZY BRANCH LANE _ \CD SW BMP / � � � / STREAM REST/OPEN STA. 20+30.68 STEAMER DR SPACE SWM/Byl� FACILITY _ 366.50 1' TYPE K COPPER 1 \AEEMENT MAINTENANCE REFERENCE APPROVED WPO 2018-00017 FOR EROSION & / 6 ASPHALT / \ I WATER SERVICE, TYP. _ p / I \ EASEMENT / TRAIL 5/8" WATER j Q_ \ SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, \ \ AND STREAM BUFFER MITIGATION I PLAN. \ METER (WM), TYP. 67.00 _ I / / \ LOT H-2* / / \ ARRY / ` 1 4,000 SF SD POND FFE 368.50 _ 6 - I / ADD 4" PVC SAN.- _ // \ / 2G1 LATERAL WETLAND 365.50 — 0000 00 O 0 O O 0 0 0 D 0 0 O 0 0 0 0 0 0 0 0 0 0 / / 1 BLOCK H o n 00000U000 0 366.00 �- / c43 /I 0000 0000000� 1 �� O O � LOTH-3 / ,_y / 0000000 4,000SF y 00OO°Opp FFE 367.50 ON -STREET PARKING / \ 0 0 0 O 00 EXTEND EX. 4" REQUIRED FOR PARK 0 0 00 / PVC SAN. LATERAL WNV - f v� (#P-�(8) l I O O , / i J SWM/BMP + \ \ \ FOREST/OPEN \ \ /VDOT STD. _ / X v � CG-6, - / / / \ �- ' / I SPACE EASEMENT 364.50 SWM/BMP a - -� BMP H1 / V 1 \ FOREST/OPEN b BIO-FILTER VDOT STD. ) SPACE EASEMENT 65.00 = CG-9B, TYP P �= C , � BMP ACCE S X � \\ LOT H-4 / STREAM l � - - 7c , - - ; x = 4,624 SF �� \� \ II \\ FFE 366.50 / 0 2F Y, _ DOG PAR \ WM _ SD 2 F 1 00 _ o X BMP ACCESS / O O O 0/00 �}20' DRAINAGE O O O O 1 1 - 1 ACSA SS MH EASEMENT a O 0 000 0\ I' Rivannavil-1-12 o MATCHLINE — S°H 36 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_1 H OF G' Alan G. Franklin Lic. No. 35326 W T � Fss / 0 NAB iff ISSUED: SCALE: 1" = 20' REVISIONS: SHEET OF 72 X / i S1 _ Q \ — o � � C 1 E'- EE SH\ T 3 swM/BMP FAc Lli\Y 6�102 SF - �' 2� `< ss MATCHLIN \ T2 / \ \MAINTENANCE 4" PVC SAN. EASEMENT LA\TERAL, TYP. / (PUBLIC) \ t - NOTE: 0 EASEMENT, 0' 20' 100' 200' REFERENCE APPROVED PO 2018 00017 FOR EROSION & X \ \ o __ \ TYP. 20 DRAINAGE SEDIMENT CONTROL PLAN, STORMWATE MANAGEMENT PLAN, T X AND STREAM BUFFER MITIGATION PLAN. \ D N \ EASEMENT, YP. I \ _ \ \ -1 - \ N 1 A, ENITY � S N � \ ,PACE \ � ENITY BMP A CESS 2W3 SD /SPACE SWM/BMP 2W3-2 I FOREST/OPEN SOT J_42 � ® � � � I � �TMP 80-55 SPACE EASEMENT \ � 6,102 SF / � \ \ \ 4�.75 � � � � \ GERALD U ASPH T �I CIO / �� V �( N J HUGHES TRAIL 20' DRAINA E / \ - /Z / I I RESIDENTIAL \ SEMENT, P. G o DB. 739, 579 LIC VDOT STD. A 'A CG-9B, TYP I \ o I I \ WPO STREA \ / ")Z'6�T _ �,''' i � ; - � � VDOT STD. LOT J-52* BUFFER SD ' / 8 'y CG-6, TYP 25,283 SF I A, / 6 G.V. HA #U3 Lp ON -STREET PARKINIG ., LOT J-43 V REQUIRED FOR PARK \ I 6,102 SF W 6' ASPHALT SINGLE FAMILYDETACHED LLlO \ 0 0 0 ` TRAIL �' '�W I�� RESIDENCE W/ CAR GARAGE AND 2 \ \ A I O2 APRON SPACE, TYP. (n ' " \ \ 2W \ I \ W ---- - -- W C' \ 4 PVC SAN. �` \ LATERAL' TYP. �i \ ° �." '\ Z . BMP 11 I I I I � ` ° _,._ :� \ � I LOT J-51 (POND) i I I \ ° ° y ; , O 5,274 SF \ 2 V U I O Q / I \ LOT g \ i � 2 ' ACSA W W BMP J1 =X �\ EASEMENT, TYP. / \ I (WET SWALE)x6 \ V / SD \ \ 'VA -1, \ \ LOT J-50* Y — \ \5,264 SF A A _ � ss x - - ITI LOTJ45 _ /j �o,M>\ \ 5 6,667 SF 345.7 / � 14' PRIVATE \S.S. LATERAL C;� EASEMENTX � k 70 / a PGSPs / 00 \\ 7 � I 5 2X5 B LOT J-4 \Da 170 (P / s/ / 5,255 SF \ a�\ a • o I j N " I I 2SD X4 \a \\ I I� B3 % / :o 20' DRAINAGE OCK J oa \ BL, S T -46 I I \ I W X EASEMENT,T + I 2 2 F I / � � ....,(PRIVATE) I� 347 75 x I Irh I 20' DRAINAGE / SD 2X3-1 �cp EASEMI�LT, YP. / 2X3 _ r - STREAM I I I \ \ \` \- �N cu") / SWM/BMP ------COMMUNITY PARK FOREST/OPEN / � � / �— — WM SPACE EASEMENT TO BE DEDICATED PUBLIC THE COUNTY OF ALBEMARLE FOR C USE AS A PUBLIC PARK SWM/BMP FACILITY MAINTENANCE I / \ i � + ` \ � \ 2X2 /I / X EASEMENT SO 1 TYRE K -4 COPPER WATER I I 6 6 7 F SERVICE, TYP. / SWM/BMP FACILITY I 1 �� �S a MAINTENANCE I I EASEMENT 4 PVC SAN. STREAM-1 TREAM LAiERAL, TYP. � � � i _ � 22.5° BEND � A — 5/8" WATER X \ v SOI METER (WM), TYP. N ,\ SD \ \ A I X1 N 8" X'6" TEE STREAM � — — — — � \ � �� II A �`� � �'' i 6„ V. � X v > G.V. FHA #U4 / \ I < B2 O J-48 B.O.A. ° 69 SF -- — i STREAMI / O I STREAM \ \ MP 2 BUF 6' ASPHALT O O 0 °� \ / I ( SW E) �— X STA. 22+60.30; 33.50' LEFT = 1 O CENTER OF CUL DE SAC TRAIL WE � ° ° O \O O\ \ \ \ \ �. 00o0OO Ooo°OO \ f J X \\�\ \ \ ` �Z MOSSY ROCK ROAD 00OOV0\ 000OOO \+ 0 0 0 0 °°\ O 0 O 0 0° \ V ` VDOT STD. SWM/BMP / I / \ 00 O000000000000000 �3�5 �' \ �� X V CG-6,TYP FOREST/OPEN / 000 000000�00000000 / \ \ SPACE EASEMENT �` \ °0000000°O 0000000 \\ ' A HATCHED AREA RESERVED 0 0 O O 0 0 0 0 \ X FQR FUTURE RIGHT-OF-WAY 0 \000000 0 0 S' \ � � ?�� EQICATION UPON DEMAND O O \ O X O \ o° O 0 / BMP ACC S T fOF COUNTY 000 00 / I ' 00 SWM/BMP O FOREST/OPEN \ SPACE EASEMENT / X i / \ NITY \ �m SPACE \ \ I / SWM/BMP FACILITY 0 0 0 / + / / I MAINTENANCE 0 0 0 0° \ i L — 0 ° \ s ` \ � TM o80-55� EASEMENT O 0 ° ° \ / \ 000000°° VT/ILLIACATON� (PUBLIC) 0 0-0 O 0 0 O 0 0000 \yy\ / \X \ ♦ �� \� REST TIAL x - 0000 000 0 0 0 0 0° \�ooOOOo S ` � DB. 270 , �.J49 � 0000000 0 0 0 0 0 0 -- X B1 \ �� ♦ DB. 171 �, P. 589 00000\\0\0000\ o� \ �� \ \ m --- oo0OO 0000° — --- - --- - -- \ • / � 0000°O\0oo�00°\O\°oo \ \ \ o ( 000°\000°OOOO\°00000O 0 0 0 0 0 o _ o o _ o fly /00\yyy0°OOO\\y°O °yo \ X cl I �� / ' r °°0°°OO\0000° °Oo\ °O v 0000 00 0 0 0 ° , �I WPO STRE�rM /, COMMUNITY-PARKNow I Il B FFER I �I yO0000°00000o°0O°0000°�°O° ° ° / TO BE DEDICATED TO THE COUNTY �F ALBEMARLE \` O 0 O 0 ° ° ° 00 0 O 0 0 0 0 ° 0\ O b O 0 ° °03 \ O ° ° 20' ACSA \ - --- -- - ----- ---- I FOR PUBLIC USE AS PARK ` 00\\CD \\\000\\\0\\00000�\\00 0000 \ I 1 i 00 0ooO 00000 000�00 ° EASEMENT, TYP. \ � WETLAN 0 0 00 000000 OooOO° 00001 00 I / I 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \,� 0 0 0 0 0 0°°° 0 0 0 0 0 0 0 0 0 0 0° 1 0 0 0 \ O 0 6 0 0 0 0°°° 0°° 0 °° / , O 0 --- , O 0 O , 0 O O 0 O° O AERIAL CROSSING OF STREAM AND LOW LAYING C 00 °00000 °000000 �00000 / / / / \ 00°°O�0000°OO 0000000000000000° / ° 00 / 0000 0000000 000 000 ° 001 0 °0 AREA WITH 8LONGSPAN 10"DIP SUPPORTED 0 00 000d 00 00000 0000 000 _ 000 O STREAM �' \ 0 0 O , O o o— 0 0 0 WITH 18"0 REINFORCED CONCRETE SONOTUBE Oo O°00000° �00000000000�00000°000000 °�OOOOOoo0°�00�0oO° PIERS@170:C.WITHQDJUSTABLESTAINLESS O � 00 O oo \ 0� Oo CO. I 1 / O 0 0 0 0 0 0 O o 0 0 0 0 i I 0000 C) �o0 00 000O00 000\o , ooO\0 °°O oo �. �� -- 000 000 00 00 0 0 I 0000 000 °O o °O 0 0 00 000 0°O00o °°O00oo °O STEEL STANCHION SADDLES 00°\\0000°ooO°°°oo \ o° / 000 000°000 00000 000\00°000`,O\\00000°\Oo0000000\\ Q' \ /i I \ ° 0000OOO 0000°OOP ooO°\OOo o°Oo`,00 °OOO°oo oOOO°Ooo o�O - / \ 000 00000 0000� 00C�o0O° C,000°OO 000o0OO 00o0°OO 00 \ \ 0000000 0000000 0o0OC 000000 0000" 00000 0O0°OO \ Ooo0°O OooOO° 000 °° 000`,OO 0°O00o 00000 °°00 / 0 0 0 0 0 0 ° 0 O o 0 0 0 0 0°° M TCHL oQ 00000 0 ,00 \ � 0000 ,000 00 -- INE-SEESH ET oo 00000OO °OO° 000°OO Oo�000000O0°°00000°°OO°00OO\oOOOO OooO / \ 0 0 0 o 0 0 /= �. --- Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_1 H OF 1/4 Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB ISSUED: SCALE: 1" = 20' REVISIONS: SHEET OF 72 ACSA SS MH 360 MATCHLINE -,SEE SHEET 34 f Rivan -11 �0 358 / �O 0 O O / / I °O00 / �j 362�// - / WETLAND 000 \ -- �i 354 - - - PRECAST CONCRETE BOX CULVERT O / WITH CONCRETE OR MODULAR I STREAM / / // O O / / I - � � -- BLOCK HEAD/WING WALLS O (6'SPANX4'RISE X70'L) COMMUNIY PARK / o ° / MODULAR - I. INV. IN 349.00 TO BE DEDICATED TO T/Hit COUNTY OF ALBEMARLE / MAINTENANCE I O / ° / BLOCK \ / OL�348.00 FOR PUBLI"SE AS A PUBLIC PARKr / EASEMENT C / 0 0 ) - _ -- AR -BLOCK- - - �E SHEE = j / (PUBLIC) / / BLOCK J / HT - _ ' 'ETAINING WALL ,m 0O\ 0 % i \ \-�- RETAINt. O O X � ° O O / / A / p0 i (10' MAC 0Oo O O O ° 0 �j / \ \ U� I - - - ` \ \ / 6' ASPHALT DOGPARK O O O 0 O O O ° / / '\ _ _ j�� AMENITY i \ \ / TRAIL O O °� 0� 00000 / / /� SPACE � ., \ O A °000000°OO OOO i � � ��. 20D ° ---- --- ----- --- STREAM /� \ y �� SEMENT, TYP. ° 00 �, VILLA/TOWNHOUSE 1�V/ 2 CAR GARA / / AMENITY SPACE 5 + ° O O / 3 g X g T ✓ ° AND 2 APRON SPACES, GYP. 0 0 0 / LINEAR PARK W/ TRAIL >_ r ° ° ° c? i ° 0 \ BLOCK H (3>-8 G. . \/ (GUEST PARKING PROVIDED -ON LOOT) \ ACSA SS MH 3g8� RivannaVil-1-10 ,o- ° ° \ l ° 2E TIE INTO TANK_ SWM/BMP DISCARGE W/ � � � � // FOREST/OPEN / \ � 2E _ ;! ° 12" X 8' TAPPING � - -�� SPACE EASEMENT , � � SLEEVE & VALVE � - 2� �- BMP J3 ADD 10 TO EX. 20 i V I ACSA EASEMENT / / 8" X 6' TE �, (B10-FILTER) 20' ACSA 450 ,-� G.V. x / 8 EASEMENT % \ - - 356.50 _ BEND / 7.5 TRAIL ' = FHA X4 1 a' + W 1114 w/ EASEMENT M N \ i ON LOT �� / \ l2 �,. SD �o A BMP ACCESS / / - ' PC S �6' ASPHALT 2D1 -- 20' DRAINAGE �\ TRAIL --- +�° x EASEMENT, TYP. 356.50 \ \ -- W 2 .50 BEND ;� �. CLOT J-33 .50 35 - \ ` 5,198 SF EXTEND EX. 4" 58.50 / / 6' ASPHALT S - - 4.00 PVC ,SAN. i �- LATERAL TRAIL \� LOT J-32 M EX. 4" PVC / �_ ; � � 8 s s '' Xoo SD x 4 520 SF / / / I- SAN.LATERAL - \ 364 90 \ \ FFE 358.50 i W - _ - _ �' / LOT J-1 % \ - ♦ �Y VDOT STD. / / / / 2 CG-6, TYP LOT J-31 50 U) 7 449 SF % �ON-STRE RK v 63.50 \ w 5,198 SF W FFE 365.50 / �' N �� REQUIRED FO K W 4ER E 358.50 (#P) (2) (� / EX. 4" PVC -- \ _ FIFE SAN. LATERAL / / f VDOT bV W 57.00 / / / W __[O� i j _. CG-9B, TYP, / _ \ 7' � 355 5,892 SF / - - =x. 4" PVC j D ��qfi,�C - - /-�a57.00 LOT J-30 FFE 365.50 / SAR.-LATERAL b3 356 Sq 5,198 SF FFE 357.50 5/8 WATER \ 363.50 _ _ LOT J-3 \ / ° /\_ METER (WM), TYP. / / ��_---� - 6,164SF \2.00 4 / - ;d, w EXTEND EX -- _ � � _ LOT J 29 - + FFE 365.00 \ \ / / PVC SA / ACSA SS M 60 00 i� / ER L 4,520 SF /363.50 RivannaVil-1 �� Is, w / FFE 357.50 - X. 4" PVC � 1" TYPE K COPPER / \ LOT J-4 / SAN. LATERAL �, S ' \NA� , w 2Q o, 356.00 WATER SERVICE, / 363.00 5,582 SF 358.0 'qQ�. A i TYP. --- FFE 363.50 /V ��� l4i AGE - - AS T / X. 4" P.VC WM SD� TYP ENT SAN. LATERAL 357.00 3 � 2 - LOT -5 4 575 F / 1"TYPE K`�COPPER � ;''�;,,_ - � • 25 0 ' M � � \ 356.00 / FFE 361. qc��� \ 35 .00 5/8" WATER S,1 SD r� / WATER SERVICE, TYP. �X (9 `- Mpy A / R WM ,TYP. / S C w S __A 361.50 6 ( ) q°(A� VDOT S C2 j / EX. 4" PVC FOREST/OPEN � / '�S - F o. CG-6, TYP \ LOT J- SWM/BMP / � \ SPACE EASEMENT _ 4,520 SF SAN LATERAL FFE 359.50 ---_ \ 359.50 ON -STREET PARKING REQUIRED FOR PARK �, (#P) MOT J-7 o W / 3 00 �� S o 357.50 � 5,198 SF /� % r�1 00 \ / FFE 358.5� FFE 357.5 356.00 S " 2 FF 57.50 � / � 356.50 LOT J-8 ;qWM 5,198 SF 356.00 s' � SF FFE 357.5� LIMIT/SIG SD SD �\ A 3� C3 ` EX. 4" PVC ��� BB2 \ LOT J-9 355. V �� 4,520 SF SAN. LATERAL 356.00 / ADD 4 SAN. � / FFE 357. , \� v TMP 79-258 V ���, v / / Ex F PRESENT LATERAL E 0 +o X. 4" PVC \ ROSERT LIVENGOOD �► + LOT J-10 / SAN. LATERAL 0 RESIDENTIAL \ \ 355.50 4 520 SF ACSA SS MH SD � � V / RivarrnaVil-1-8 !hB61 00 DB. 575, � 609 V I v 355.50 / � 00 00 - ° 0�,00 000 LOT J 11 SA H O o 0 iva aVil- ° °C 0 0 000 355i'So� / 5,198 S ,�, 0 0 00 0 0 000OOoo0 o00°OOP o 0 D O00000 O C / 355.50� 00000000 0 000 V \\ 54.7 A\ QQ nk O Z F' ST CONC EQUBLL UL ERT WIT }�-CC+NCRE� OR � � O A M LAR BLOCK HEADIWIN 3 \ / 0�' (4 SP/AN X 2 �,RISEJX 60 L� 0 J IN, IN348.0'Q000°°° O 0 0 0 ° O I v v CC �0 o Oro 0 0°000�� % o o O O 0 0 0 J 0 0 \ 0000 \ V 0000000000 00 AMENITY O O O PA O 0 SPACE i NOTE: \ \ OO 0000000°OOO10 Dr AA1 REFERENCE AP ROVED WPO 2018-00017 FOR EROSION & 0 0 0 0 0 0 0 0 ° ° O O 0 0 0 0 ' SEDIMENT CONROL PLAN, STORMWATER MANAGEMENT PLAN, i �� \ O O O 0 O °DO000(, J �� AND STREAM BUFFER MITIGATION PLAN. i O 0 0 0000 0 0 0 0�0� i 0 00000 / 00 00 0000� Z A / WETLAND 0 00 0 0\ 0 00 00 \ / 0 0 0 0 0 0 0 i I °OO0000° ° ' 1 � °�000 0 0 000 / 0O °OOO \\, I 000000 0 0 20' DRAINAGE V A 0000 � O EASEMENT, TYP. D \ ' TM 79-25C I o ° ° ° o 00000000 (PRIVATE) v�/ v � DANIS WILLIAMS I o00000OO � � 1 RES16ENTIAL 000°DODO / SWM/BMP I i 00000000 FOREST/Of�N DB. 42 7, P. 348 0 0 O ° � � 0 0 00000 0 � SPACE fFASEMENT o° \ V I I °00 --- � 0000000 � ,- IoOO°000 Ido0O000 1 I I I I� 0Ooo00 / / / I \ \ i TMP 79-26 DONALD RIGGIN I \ )Z/ / RESIDENTIAL DB. 1031, P. 209 /! I ! I I I I / / I o I \ 0 10, 20' ' 100, 200' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_1 H OF G' Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB w ISSUED: SCALE: 1" = 20' REVISIONS: SHEET OF 72 / + �� MATCHLII E-SEESHEET'DDDDDOOO00000O°O OD00000 ,� 00000000 0000° OOoo°000 ° I O O O WPO STREAM V l 0000 0000 0000 DOOD00 �-O 0OOq O I 000 00000?00000000000000`00,0000 00000°00000000000°0000 � / BUFFER \` �� ---_ _ ��� / l I ° /0000000 OOO 0O°O 00 )0000�0000000 OO O0O 0 O ° 00 00 000 °� 0 000 000000 0000000 DDOOOOO,OD00000 p0 O °00000000 000 0000 0000°� )0000 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 / - - - / ' j / J I 00000° 0000 0 000000` 00000000 000 °OO' �O 20' 100' �00'-' I y0O00°0000000°00C300000 OOOOOOO0000000( °0�00 / WPO STREAM % Q / `/ 00000000000/000000000��00000000000 00000 �500 BUFFER / 0000000000 00000°0C)0000000000000 C 000°0 00 ` WETLAN 0000 O6000 ��v00 00000 0000 ` _--- -- / i / O 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - ---- DOGPARK -- - -__ i ' �� 00000° 0OO 0°O°�0000000 0°00000 O° �. 6'ASPHALT 00 0000 0��v0 00000 00000co � I' BLOC TRAIL 0000000°000�OOOC�� 000 / / 00 000 00000 00 DDOo0000 I ` + i ' � � / 0°DO00 °00�,000 000000 000 00-- O O o 0 o O O I / 000000000000`,v00000°000000000000 / / ° DOOoo o� o0 ` I ' C O O O0 0 0 0 O O� 0 O 0� �\ 0 AERIAL CROSSING OF STREAM AND LOW LAYIN i 0000000 00000000 00000000 AREA WITH 8'LONG SPAN 10" DIP SUPPORTED DOG PARK I / ' I C O0 0 0 O°O0 O o o WITH 18"0 REINFORCED CONCRETE SONOTUBE-- / O O O 00000000000 O O PIERS @ 17' O.C. WITH ADJUSTABLE STAINLESS + COMMUNITY A U A I ITS/ P /� �I! / 0000 O �� 00000000 00 0 0 ° ° EXISTING 20' ACSA STEEL STANCHION SADDLES C �V M N i A K � / C ° v O SEWER EASEMENT ` _ ____ / � D.B. 5025 - / �O BE DEDICATED TO THE COUNTY OF LBEMARLE / STREAM -- ` \ FQ�PGBLI USE AS A PUBLIC P RK , P. 711-730 ACSA SS MH / - (�E SHEET 69) / SWM/BMP / I � � � / \ RivannaVil-1-1 / / , FOREST/OPEN -- -- \ i ` / \ SPACE EASEMENT EXISTING 20' ACSA ! /' SEWER EASEMENT D.B.4748 +� ` _ _ / / \ i / _ A -PHASE \ P. 716-722 + / i -- -- - i - - sq \� / _ _ \ SWM/BMP FACILITY- - _ , X - ,q, l MAINTENANCE +° - EASEMENT / / r qp S I V '9S�c (PUBLIC) - -- \ \ + AMENITY EX. 4" PVC SA � -I- 6 ASPHALT O O ACE / LATERAL TRAIL NDO 0 O / / / 340 / --- ----- _" \ / \ - - IIII U ASPHALT o O / ACSA SS MH - AMENITY TRAIL / RivannaVil-1-2 - -- --- - - / - - SPACE I °0 0 0 �0 00o0 OO 000 ioo/o O 00 00 Oo O / LCSAN. 00000LATERA O 0 _� 0O000OO 00 000 e�-- - - - -- --- ---- 00 - - - - - _ - --- i _-- - --- - - I -- '--- - / 0000 °i _ �__C7_ �30 0000 i 00- 5 - - 354 00 g 5300 ui � 000�D000°/ � 0 O 0-0 y - - \ SWM/BMP FACILITY / O 0 �O 01� 5 w / MAINTENANCE O - ° ° r' O 0 PHASE / 354.00 / v LJJ 000000 000�0 S-s�` "- - w �� EASEMENT _ - (PUBLIC) OO 000000 E 8'"AC--'� _ - - - 355.00 - O O<' O ���� SA / W 0 0000000 --- \ / 0 O ' - ' 350 _ - ---- 0- - --- - - oo /°0 °ooO° - - _ - -- - - -- - - LOTJ-20 0O WETLAND i - } LOT J-21 \ 9,438 SF 355.50 0 O O _ S STREAM / 0 ° 0 �_ -- -- - �354.00 \ 5/8" WATER METER \ ,717 SF 354.00-- - - -- - (WM), TYP. LOT, a ° 0 � � _ 1" TYPE K COPPER 0 O 00 / 5,103 SF FFE 362.50 0 0 / / _-353.00 / - -WATER-SERVICE,-TYP. J 23 TYP._ \ FFE 363.50 20' DRAINAGE ,; � O � � EASEMENT, ` O/� O 0 \ / 352.00,- / - \ 5,272 SF \ 3 2.00 361.00 TYP. 0 0 0 o O O FFE 363.50 O O q LOT J-28 / / o 0 c1 ° ° ° / = \ LOT J-2� °O �O 00O �� \ /5 SF 36.0o 5,198 SF o o/ 0 o0 i ;ho BMP ACCESS \/ F 364.50 / FFE 357.50 0 0 0 000 O O i LOT J-25 / 3 p 363.00 �9/°4,520 o SF-- / O O o 0 0- \ 0 � 0 0 ,ADO 0 O o , � 20 DRAINAGE -LOT J-26 0 0 0 0 0 0 0 0 0 0 EASEMENT, TYP. / FEE-363.50 -) A 4,520 SF FFE 363.5F 0- � O OMCD'U ��� � �� ��' (PUBLIC o CRE "-ULO O - „ LOT J-27 / 362.00 I i 00�(�� 5,198 SF FFE 362.5 / O �0000 0000 ASTJC;® ®L I i ♦ ; ` / 36+40 a / 0 381.00 FFE 361.50 h� ��O 0 ��C�EA®/1� ALL SD ° o O cRi$®� SD n 36 .00 /l : - i END LAZY ' - �� STA. 36+ C1 0 J0Oo �.Q000°0��° `��/ 2A1 \ ` o / � - � BRA H L O 0 0 O O '' ` � -' �, s 36+ M O O 0 _U3471u� N / C�� � % N!C A E O OO O 0't� O O O O 0 O O O ° 000 °000°OO BMPJ5 0 l o / \ (BIO-FILTER) _ __ �,�r � ACSA ss M o. W � !�. + 0 r 0 00�jQ� O 0 0 ° /5�� / y RivannaVil-1-4 O �� C#O / / \ TIE TO/X. 8" O S.S. STUB � Who, �� � VDOT STD. 0 - 450 BEND O SD I SD WCG-9B, TYP ON-ST ET PARKING ING � �, -,IVI-. � REQU ED FOR ARK e M 0 O B1 \N �� (#P) 00 }oo \N / p,NE SI 2 34 p> PI�AG� 6 G.V. VV 6 _ f'\�C' e�. �' + NOTE:�REFERENCE APPROVED WPO 201'8-00017 FOR EROSION g� 5 Mp � � i FHA #X6 & SA wWL. _ �`� I p SE IMENT CONTROL PLAN, STORMWATE MANAGEMENT PLAN, _ - / W-� 33+# �W W - CSA '`': 1 � � 4 AND STREAM BUFFER MITIGATION PLAN. PVC SAN. ' WMo, - - - o, LATERAL, TYP. SD o, 2A3 �� �362.00 VDOT STD. � ACSA SS MH;" _. _,�' < ",1?> ` ♦ CG 6 TYP I RivannaVil-1-6 I ( / FFE 363.50 ♦ I I I / / I I I _ ' 362.00 I I i C - �� I - A P FFE 363.50 �r HT 357.0 _ fi - - � j � � i / CENTER OF CUL DE SAC . -- I I i LAZY BRANCH LANE I I LOT J-19 FFE I I, / F� 361.50 ` I I I I 1 I ON -STREET PA 3 KING �� 357.00 EX. 4SAN � PVC \ 5,787 SF / / -- / I I / TMR 94-1 I I i� I / 360.00 / ffD�'40NT NEIG\IBOR OODS4I P REQU FFE 358.50 357.00 HATCHED AREA RESERVED I' - I - $AT4JUATERAL - -� i II I A LOT_J-18 FOR FUTURE, RIGHT-OF-WAY I / 357.00 FFE 361.50 \ 4,520 SF \ AMENITY � I 1 RESID TIA� i / DEDICATION UPON DEMAND D 4301 I P. 2h 1 I FFE 358.50 SPACE LOT J-12 \ / LOT J-17 \ � OF COUNTY � j i � / 1 � YI ACSA SS MH i EXTEND EX. 4" � � � �b4 5,331 �F I_ A I RivannaVil-1-5 FFE 358.50 ; / I / // I V Da 4192 P. 1 �4 LOT J-13 ; / PVCLATSAN. \ / 4 520 SF \ 4,449 SF � I � �I - � LOT J-14 / LOT J-1"6 / 361.50 4,463 SF / I % 6,625 SF I LOT -15 / 361.50 I � / I o SF 356.50 I A / \ 359<50 / � I I I I 1 VILLA/TOWNHOUSE W/ 2 CAR GARAGE i 356.50 V I / _� / AND 2 APRON P E TYP'. � � � � \ "� 'i GUEST PARKING PROVIDED ON LOT i 356.50� / i SDi I I 357.90 AA5 LP SD / I y +� x I' / 355.75 AA3 �I I i � I TMPI 80-4 1- � T _ I AA4 , �� '� 36 _ _ TY Mc�LA - - "' �, (� _ - ' • x �ESID NTIAL l I - v x -- 11 P118 _ DB 8 3 I I I I SWM/BMP FOREST/OPEN I % SWM/BMP AMENITY SPACE SPACE EASEMENT FOREST/OPEN SPACE EASEMENT i I I _ I I , Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ele" P�1 H OF Alan G. Franklin Lic. No. 35326 W o NAB (Da z z Q Q � � \ � J / Z � Q O 06 z w C� J z Z< o a >coLLI � J Q ISSUED: SCALE: 1" = 20' REVISIONS: SHEET OF 72 ►Ian Franklin PE, LL( STORM STRUCTURE SCHEDULE STRUCT. # STRUCT. TYPE STRUCT. LENGTH RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION 2A3 DI-313 10.0 358.16 - 352.32 33.86 LF OF 15" HDPE @ 0.75% 2A2 I DI-313 10.0 358.12 352.07 351.97 62.15 LF OF 15" HDPE @ 0.75% 2A1 FES - - - 351.50 2133 DI-313 8.0 355.72 - 351.75 33.84 LF OF 15" HDPE @ 0.74% 2132 DI-313 6.0 355.72 351.50 351.40 14.34 LF OF 15" HDPE @ 0.70% 2131 FES - - - 351.30 2C2-1 DI-36 6.0 354.30 - 350.28 43.36 LF OF 15" HDPE @ 1.87% 2C2 DI-3C 10.0 354.20 349.47 349.37 2C4 DI-313 6.0 354.50 - 350.40 79.13 LF OF 15" HDPE @ 0.72% 2C3 DI-3C 8.0 354.00 349.83 349.73 34.16 LF OF 15" HDPE @ 0.75% 2C2 DI-3C 10.0 354.00 349.47 349.37 91.42 LF OF 15" HDPE @ 1.50% 2C1 FES - - - 348.00 2D3 DI-313 8.0 357.11 - 353.11 36.32 LF OF 15" HDPE @ 0.74% 2D2 DI-313 6.0 356.82 352.84 352.74 32.77 LF OF 15" HDPE @ 1.65% 2D1 FES - - - 352.20 2E3 DI-313 6.0 360.66 - 353.41 43.20 LF OF 15" HDPE @ 1.53% 2E2 DI-313 6.0 360.00 352.75 352.65 54.00 LF OF 15" HDPE @ 0.83% 2E1 FES - - - 352.20 21`3 DI-313 8.0 363.52 - 359.46 35.96 LF OF 15" HDPE @ 1.00% 2F2 DI-313 6.0 363.76 359.10 359.00 114.54 LF OF 15" HDPE @ 1.75% 21`1 FES - - - 357.00 2G3 DI-3C 6.0 365.95 - 358.97 184.85 LF OF 15" HDPE @ 0.77% 2G2 MH-1 - 361.00 357.54 357.44 58.00 LF OF 15" HDPE @ 0.76% 2G1 FES - - - 357.00 21-12 DI-3C 8.0 358.20 - 351.70 33.86 LF OF 15" HDPE @ 1.18% 2H1 DI-3C 6.0 358.20 351.30 351.20 71.78 LF OF 15" HDPE @ 1.45% A2 DI-3BB 10.0 358.97 350.16 350.06 (replace existing mh w/ curb inlet) A2-3 DI-313 8.0 364.59 357.34 357.24 94.00 LF OF 15" HDPE @ 1.89% A2-2 DI-313 6.0 362.71 355.46 355.36 35.94 LF OF 15" HDPE @ 1.67% A2-1 DI-313 6.0 362.71 354.76 354.66 184.38 LF OF 15" HDPE @ 1.53% A2 DI-31313 6.0 1 359.02 351.83 350.06 (replace existing mh w/curb inlet) 128.70 LF OF 36" HDPE @ 1.21% Al FES - - - 348.50 (replace existing pipe) A4-2 DI-313 6.0 360.60 353.85 353.75 40.58 LF OF 15" HDPE @ 0.74% A4-1 DI-313 4.0 360.30 353.45 353.35 41.20 LF OF 15" HDPE @ 0.90% A4 DI-313 6.0 1 360.29 352.98 352.88 (convert existing mh to curb inlet) 81.52 LF OF 24" HDPE @ 2.55% A3 I DI-31313 1 6.0 1 359.02 350.80 350.60 (existing to remain) (convert existing mh to curb inlet) 33.83 LF OF 30" HDPE @ 1.30% A2 DI-3BB 6.0 359.02 350.16 350.06 (existing to remain) 213 MH-1 - 361.00 358.00 357.90 142.96 LF OF 12" HDPE @ 0.77% 212 MH-1 - 360.00 356.80 356.70 21.98 LF OF 12" HDPE @ 0.91% 211 FES - - - 356.50 2J8 DI-3A - 370.47 - 366.37 167.80 LF OF 15" HDPE @ 0.88% 2J7 DI-3A - 375.80 364.90 364.80 127.10 LF OF 15" HDPE @ 1.09% 2J6 DI-313 4.0 371.32 363.42 363.32 89.00 LF OF 15" HDPE @ 1.75% 2J5 DI-313 4.0 367.86 361.76 361.66 160.96 LF OF 15" HDPE @ 3.89% 2J4 DI-313 4.0 361.50 355.40 355.30 65.74 LF OF 15" HDPE @ 3.12% 2J3 DI-313 6.0 360.25 353.25 353.15 40.68 LF OF 18" HDPE @ 0.98% 2J2 DI-313 6.0 360.00 352.75 352.65 36.95 LF OF 18" HDPE @ 0.95% 2J1 FES - - - 352.30 2J3-1 DI-3C 4.0 360.55 - 356.55 38.00 LF OF 15" HDPE @ 2.24% 2J3 DI-313 6.0 360.25 355.70 353.15 21<6 MH-1 - 372.00 367.90 367.80 132.48 LF OF 12" HDPE @ 1.00% 21<5 MH-1 - 376.21 366.48 366.38 103.05 LF OF 12" HDPE @ 0.97% 2D4 MH-1 - 375.83 365.38 365.28 181.72 LF OF 12" HDPE @ 0.99% 21<3 MH-1 - 368.91 363.48 363.38 159.48 LF OF 12" HDPE @ 2.50% 21<2 MH-1 - 363.50 359.40 359.30 22.63 LF OF 12" HDPE @ 3.54% 2K1 FES - - - 358.50 CC2 YD - 355.75 - 353.50 132.00 LF OF 15" HDPE @ 0.75% CC2 YD - 354.75 352.51 352.41 66.00 LF OF 15" HDPE @ 1.00% CC1 FES - - - 351.75 YD = NYLUF'LAS 124" HVU UA IUH BASIN STORM STRUCTURE SCHEDULE, CONT. STRUCT. # STRUCT. TYPE STRUCT. LENGTH RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION 21-7 MH-1 - 382.50 379.40 379.30 112.00 LF OF 15" HDPE @ 0.75% 21-6 MH-1 - 385.00 378.46 378.36 142.75 LF OF 15" HDPE @ 2.98% 21-5 MH-1 - 380.00 374.10 374.00 22.66 LF OF 15" HDPE @ 8.38% 21-4 MH-1 - 376.00 372.10 372.00 142.96 LF OF 15" HDPE @ 5.18% 21-3 MH-1 - 368.50 364.60 364.50 159.48 LF OF 15" HDPE @ 3.39% 21-2 MH-1 - 363.00 359.10 359.00 22.14 LF OF 15" HDPE @ 2.26% 21-1 FES - - - 358.50 2M13 DI-313 10.0 374.47 - 367.12 38.84 LF OF 15" HDPE @ 3.99% 2M12 DI-3BB 10.0 374.47 365.57 365.47 50.08 LF OF 15" HDPE @ 6.91% 2M11 DI-3BB 6.0 370.86 362.01 360.06 31.84 LF OF 24" HDPE @ 1.41% 2M10 DI-3AA 2.5 370.86 359.61 359.51 53.98 LF OF 24" HDPE @ 1.44% 2M9 DI-3BB 6.0 369.48 358.73 357.63 145.42 LF OF 24" HDPE @ 1.49% 2M8 DI-3BB 10.0 364.41 355.46 355.36 118.00 LF OF 24" HDPE @ 1.44% 2M7 DI-313 8.0 360.61 353.66 353.56 69.71 LF OF 24" HDPE @ 1.38% 2M6 DI-3C 6.0 358.00 352.60 350.50 32.16 LF OF 24" HDPE @ 1.24% 2M5 DI-3C 6.0 358.00 350.10 350.00 70.92 LF OF 30" HDPE @ 0.97% 2M4 DI-313 4.0 357.25 349.31 349.21 148.76 LF OF 30" HDPE @ 1.00% 2M3 DI-3C 10.0 353.91 347.72 347.62 119.29 LF OF 30" HDPE @ 1.00% 2M2 MH-1 - 355.25 346.43 343.50 130.53 LF OF 30" HDPE @ 1.15% 2M1 FES - - - 342.00 2M3-1 DI-1 - 353.75 - 349.75 21.42 LF OF 15" HDPE @ 4.11% 2M3 DI-3C 10.0 353.91 348.87 347.62 2Z1 DI-1 - 360.75 - 354.75 30.58 LF OF 15" HDPE @ 4.58% 2M6 DI-3C 6.0 358.00 353.35 350.50 AA5 DI-1 - 357.90 - 353.90 85.00 LF OF 15" HDPE @ 0.88% AA4 MH-1 - 357.05 353.15 353.05 - 70.00 LF OF 15" HDPE @ 0.74% AA3 DI-1 355.75 352.53 352.43 108.15 LF OF 18" HDPE @ 0.75% AA2 MH-1 - 360.00 351.62 351.52 70.00 LF OF 18" HDPE @ 0.74% AA1 FES - - - 351.00 2M6-1 DI-313 12.0 358.60 - 352.60 56.44 LF OF 15" HDPE @ 2.39% 2M6 DI-3C 6.0 358.00 351.25 350.50 2M2-2 DI-313 6.0 355.19 348.29 348.19 44.46 LF OF 15" HDPE @ 1.19% 2M2-1 DI-3C 6.0 354.91 347.66 347.56 33.87 LF OF 15" HDPE @ 8.30% 2M2 MH-1 - 355.25 344.75 343.50 21\12 DI-313 8.0 355.64 349.24 349.14 41.91 LF OF 15" HDPE @ 4.56% 2N1 DI-313 8.0 355.21 347.23 347.13 33.65 LF OF 15" HDPE @ 7.07% 2M2 MH-1 - 355.25 344.75 343.55 204 DI-313 8.0 367.53 - 360.18 36.38 LF OF 15" HDPE @ 2.64% 203 DI-313 8.0 366.47 359.22 359.12 126.25 LF OF 15" HDPE @ 4.35% 202 DI-313 6.0 360.88 353.63 353.53 98.13 LF OF 15" HDPE @ 1.52% 201 DI-313 6.0 358.44 352.04 351.94 41.83 LF OF 15" HDPE @ 1.65% 2M5 DI-3C 6.0 358.00 351.25 350.00 2P2 DI-313 6.0 370.38 365.48 365.38 61.92 LF OF 15" HDPE @ 2.54% 2P1 DI-3B 6.0 369.71 363.81 363.71 82.23 LF OF 15" HDPE @ 4.99% 2M10 DI-3AA 2.5 370.86 359.61 359.51 2Q4 FES - - - 367.00 22.00 LF OF 24" HDPE @ 1.36% 2Q3 MH-1 - 377.00 366.70 366.60 99.00 LF OF 24" HDPE @ 1.52% 2Q2 DI-1 - 370.75 365.10 365.00 35.44 LF OF 24" HDPE @ 1.50% 2Q1 DI-3C 6.0 369.71 364.47 362.50 82.46 LF OF 24" HDPE @ 1.50% 2M11 DI-3BB 6.0 370.86 361.26 360.06 2Q1-1 DI-313 4.0 370.07 364.97 364.87 46.36 LF OF 18" HDPE @ 1.21% 2Q1 DI-3C 6.0 369.71 364.31 364.21 2R3 DI-1 - 370.75 - 364.75 24.00 LF OF 15" HDPE @ 3.54% 2R2 DI-313 6.0 370.94 363.90 363.80 50.13 LF OF 15" HDPE @ 1.44% 2R1 DI-3C 6.0 370.61 363.08 362.98 32.16 LF OF 15" HDPE @ 1.00% 2S13 DI-3C 6.0 370.61 362.66 362.56 2R1-1 DI-313 6.0 370.75 - 364.75 35.25 LF OF 15" HDPE @ 4.74% 2R1 DI-3C 6.0 370.61 363.08 362.98 STORM STRUCTURE SCHEDULE, CONT. STRUCT. # STRUCT. TYPE STRUCT. LENGTH RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION 2S16 DI-313 10.0 382.16 - 375.66 66.34 LF OF 15" HDPE @ 6.77% 2S15 DI-313 4.0 378.07 371.17 371.07 37.35 LF OF 15" HDPE @ 3.13% 2S14 DI-313 10.0 376.80 369.90 368.05 215.25 LF OF 15" HDPE @ 1.62% 2S13 DI-3C 6.0 370.61 364.56 362.56 53.85 LF OF 15" HDPE @ 1.93% 2S 12 M H-1 - 370.77 361.52 361.42 46.83 LF OF 15" HDPE @ 2.75% 2S 11 DI-3BB 6.0 369.58 360.13 359.90 149.65 LF OF 15" HDPE @ 2.14% 2S10 DI-313 8.0 364.50 356.70 356.60 100.88 LF OF 15" HDPE @ 2.98% 2S9 DI-3B 8.0 361.29 353.59 353.49 131.44 LF OF 18" HDPE @ 2.56% 2S8 DI-313 6.0 357.08 350.13 350.03 103.74 LF OF 18" HDPE @ 2.51% 2S7 DI-3B 6.0 354.18 347.43 347.33 39.74 LF OF 18" HDPE @ 1.69% 2S6 DI-3C 6.0 353.91 346.66 346.56 71.31 LF OF 18" HDPE @ 1.75% 2S5 DI-3BB 6.0 355.18 345.31 345.21 103.60 LF OF 18" HDPE @ 1.39% 2S4 DI-3BB** 6.0 357.16 343.77 343.67 37.41 LF OF 24" HDPE @ 1.12% 2S3 DI-3BB* 6.0 357.47 343.25 343.15 81.34 LF OF 24" HDPE @ 0.98% 2S2 MH-1 - 351.00 342.35 342.25 74.06 LF OF 24" HDPE @ 1.01% 2S1 FES - - - 341.50 2T2 DI-313 6.0 359.75 - 353.75 25.50 LF OF 15" HDPE @ 2.94% 2T1 FES - - - 353.00 21-17 DI-7 - 365.75 - 361.75 132.00 LF OF 15" HDPE @ 1.25% 21-16 M H-1 - 368.00 360.10 360.00 62.30 LF OF 15" HDPE @ 9.42% 21-15 DI-1 - 357.75 354.13 354.03 36.00 LF OF 18" HDPE @ 0.75% 2U4 DI-3C 8.0 357.61 353.76 353.66 50.75 LF OF 18" HDPE @ 0.75% 21-13 DI-313 8.0 358.14 353.28 353.18 60.22 LF OF 24" HDPE @ 0.83% 2U2 DI-313 10.0 360.20 352.68 352.58 74.00 LF OF 24" HDPE @ 0.78% 21-11 FES - - - 352.00 2V6 DI-313 8.0 365.67 358.42 358.32 108.61 LF OF 15" HDPE @ 2.38% 2V5 DI-313 10.0 359.73 355.73 355.63 31.84 LF OF 15" HDPE @ 1.10% 2V4 DI-313 8.0 359.73 355.28 355.18 109.75 LF OF 15" HDPE @ 1.89% 2V3 DI-3C 10.0 357.61 353.11 353.01 78.88 LF OF 15" HDPE @ 0.84% 2V2 DI-313 4.0 358.57 352.35 352.25 24.00 LF OF 15" HDPE @ 1.04% 2V1 FES - - - 352.00 2W5 DI-313 10.0 355.76 348.66 348.56 32.91 LF OF 15" HDPE @ 1.43% 2W4 DI-313 6.0 355.34 348.09 347.99 102.31 LF OF 15" HDPE @ 6.00% 2W3 DI-3BB 6.0 351.25 341.85 341.75 114.08 LF OF 18" HDPE @ 2.54% 2W2 MH-1 - 343.00 338.85 338.75 36.32 LF OF 18" HDPE @ 2.06% 2W1 FES - - 338.00 - 2W3-2 DI-7 - 349.75 345.85 345.75 51.00 LF OF 15" HDPE @ 2.45% 2W3-1 DI-313 10.0 351.25 344.50 344.40 31.84 LF OF 18" HDPE @ 1.73% 2W3 DI-3BB 6.0 351.25 343.85 341.75 2X6 DI-3B 8.0 346.00 339.25 339.15 71.79 LF OF 15" HDPE @ 1.11% 2X5 DI-3C 10.0 345.10 338.35 338.25 31.86 LF OF 18" HDPE @ 3.30% 2X4 DI-3C 6.0 345.10 337.20 337.10 45.04 LF OF 18" HDPE @ 2.22% 2X3 M H-1 *' - 346.00 336.10 333.72 77.88 LF OF 18" HDPE @ 2.50% 2X2 M H-1 - 338.42 331.77 331.67 45.00 LF OF 18" HDPE @ 1.49% 2X1 FES - - - 331.00 2X4-1 DI-313 6.0 346.00 338.75 338.65 71.79 LF OF 15" HDPE @ 2.02% 2X4 DI-3C 6.0 345.10 337.20 337.10 2X5-2 DI-1 - 347.75 343.85 342.75 48.00 LF OF 15" HDPE @ 6.50% 2X5-1 DI-313 6.0 345.53 339.63 339.53 50.60 LF OF 15" HDPE @ 2.33% 2X5 DI-3C 10.0 345.10 338.35 338.25 2X5-B DI-1 - 345.75 339.85 339.75 23.69 LF OF 15" HDPE @ 5.91% 2X5 DI-3C 10.0 345.10 338.35 338.25 2X3-1 DI-3B 8.0 345.45 - 340.45 40.89 LF OF 15" HDPE @ 10.64% 2X3 M H-1 ** - 346.00 336.10 333.72 2V5-1 DI-1 - 359.75 - 356.00 25.17 LF OF 15" HDPE @ 1.07% 2V5 DI-313 10.0 359.73 355.73 355.63 BB2 DI-313 6.0 354.31 - 350.31 12.00 LF OF 15" HDPE @ 2.58% BB1 END - - - 350.00 *' VDOT SL-1, SAFETY SLAB REQUIRED SANITARY STRUCTURE SCHEDULE STRUCT. # STRUCT. TYPE RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION C1 MH 360.25 350.45 350.25 94.98 LF OF 8" PVC @ 11.99 % A4 MH 357.65 338.86 338.66 Rvil-1-4 B 14 MH 370.00 365.70 365.58 50.18 LF OF 8" PVC @ 1.00 % B 13 MH 370.44 365.08 364.88 227.75 LF OF 8" PVC @ 1.00 % B12 MH 374.40 362.60 362.40 370.68 LF OF 8" PVC @ 2.45 % B 11 MH 360.73 353.31 353.11 89.88 LF OF 8" DIP @ 8.00 % B 10 MH 354.00 345.92 345.72 74.41 LF OF 8" DIP @ 0.65 % B9 MH 359.00 345.24 345.04 137.85 LF OF 8" DIP @ 0.65 % B8 MH 359.00 344.14 343.94 186.13 LF OF 8" DIP @ 0.65 % B7 MH 355.25 342.73 342.53 104.45 LF OF 8" DIP @ 0.65 % B6 MH 357.10 341.85 341.65 81.53 LF OF 8" DIP @ 3.81 B5 MH 344.00 338.54 338.34 56.48 LF OF 8" DIP @ 0.71 % B4 MH 346.00 337.94 337.74 371.19 LF OF 8" PVC @ 0.65 % B3 MH 340.50 335.33 335.13 124.70 LF OF 8" DIP @ 0.65 % B2 MH 338.00 334.32 334.12 171.29 LF OF 8" DIP @ 0.65 B 1 MH 338.00 333.01 332.81 209.59 LF OF 8" DIP @ 0.65 % Al MH 335.75 331.45 331.25 Rvil-1-1 S4 MH 375.33 369.37 369.17 54.39 LF OF 8" PVC @ 0.75 % S3 MH 377.56 368.76 368.56 130.54 LF OF 8" PVC @ 1.34 % S 2 MH 375.61 366.81 366.61 201.27 LF OF 8" PVC @ 6.36 % S1 MH 364A0 353.80 353.60 328.93 LF OF 8" PVC @ 0.96 % R2 MH 360.25 350.45 350.25 R6 MH 377.48 370.21 370.01 208.06 LF OF 8" PVC @ 4.05 % R5 MH 370.39 361.59 361.39 199.34 LF OF 8" DIP @ 0.81 % R4 MH 372.57 359.77 359.57 148.25 LF OF 8" PVC @ 0.77 % R3 MH 367.73 358.43 358.23 224.50 LF OF 8" PVC @ 3.47 % R2 MH 360.25 350.45 350.25 167.00 LF OF 8" PVC @ 2.72 % R1 MH 356.00 345.70 345.50 170.50 LF OF 8" PVC @ 1.62 B7 MH 355.25 342.73 342.53 R4-1 MH 370.96 363.16 362.96 63.56 LF OF 8" PVC @ 5.02 % R4 MH 372.57 359.77 359.57 R1-1 MH 359.00 349.20 349.00 207.20 LF OF 8" PVC @ 1.59 % R1 MH 356.00 345.70 345.50 T8 MH 390.00 382.20 382.00 220.78 LF OF 8" PVC @ 1.82 % T7 MH 386.78 377.98 377.78 150.20 LF OF 8" PVC @ 6.24 % T6 MH 377.21 368.41 368.21 189.99 LF OF 8" PVC @ 6.47 % T5 MH 367.21 355.91 355.71 273.58 LF OF 8" PVC @ 1.63 % T4 MH 358.30 351.25 351.05 185.92 LF OF 8" PVC @ 0.72 T3 MH 362.51 349.71 349.51 225.79 LF OF 8" PVC @ 1.81 % T2 MH 353.22 345.42 345.22 207.98 LF OF 8" PVC @ 4.00 % T1 MH 345.70 336.90 336.70 167.00 LF OF 8" PVC @ 0.82 % B3 MH 340.50 335.33 335.13 T7-1 MH 388.72 382.92 382.72 119.70 LF OF 8" DIP @ 3.96 % T7 MH 386.78 377.98 377.78 A 14 MH 363.60 352.80 352.60 Rvil-1-15 246.67 LF OF 8" PVC @ 1.28 % A 13 MH 357.09 349.44 349.24 Rvil-1-14 167.00 LF OF 8" PVC @ 0.60 % A 12 MH 363.65 348.24 348.04 Rvil-1-13 323.40 LF OF 8" DIP @ 0.60 % All MH 363.50 346.10 345.90 Rvil-1-12 87.27 LF OF 8" DIP @ 0.60 % A 10 MH 363.00 345.38 345.18 Rvil-1-11 87.81 LF OF 8" DIP @ 0.60 % A9 DROP MH 362.25 344.65 344.45 Rvil-1-10 148,87 LF OF 8" DIP @ 0.60 % A 8 MH 358.33 343.56 343.36 Rvil-1-9 282.66 LF OF 8" DIP @ 0.60 % A7 MH 354.60 341.66 341.46 Rvil-1-8 23.72 LF OF 8" DIP @ 0.67 % A 6 MH 354.43 341.30 341.10 Rvil-1-7 167.69 LF OF 8" DIP @ 0.75 % A5a MH 354.71 340.77 340.57 Rvil-1-6 100.85 LF OF 8" DIP @ 0.72 % A5 MH 356.05 339.84 339.64 Rvil-1-5 113.22 LF OF 8" DIP @ 0.69 % A4 MH 357.65 338.86 338.66 Rvil-1-4 116.65 LF OF 8" DIP @ 0.75 % A3 MH 1 346.50 337.78 337.58 Rvil-1-3 163.99 LF OF 8" PVC @ 0.79 % A2 MH 346.00 336.28 336.08 Rvil-1-2 315,74 LF OF 8" DIP @ 1.47 % Al MH 335.75 331.45 331.25 Rvil-1-1 158.60 LF OF 10" DIP @ 0.46 % EX1 MH 340.37 330.52 329.59 Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF o�� �2 Alan G. Franklin Lic. No. 35326 O �v T = Fss / 0 NAB W 06 m - Q W z UY O N > I- � w Z W 2 U W OzQ � a Q m �>a a w - U) 06 2 z L.L Ommmmmmj KEY ISSUED: 08-09-19 SCALE: NONE REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENT 10/01/19 - VDOT/ACSA/CO COMMENTSI 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 Q o 2 ti�� N = O N 6 Q�= LO o r" L0 I_ 10 c)� c/)r(a(y)co � + �MMM �M+ U)MMM �(¢Lr) co co co /)MMMM z z co 370 co Z j co Z j Z Z NOTE: z _ 370 RETESTING � ILL BE REQUIRED ON ALL EXISTING MANHOLES THAT ARE ADJUSTED AS PART OF PHASE 2 CONSTRUCTION. 360 _ _ _ _ 360 EXISTING GRAD — P OPOSED GRADE — — — — II 350 ' ' I Q 350 — ' � I I I— _ ____ — — — — — — — — — — — — — II O w —_—__ --- II -- � I I 340---- 40 ----- —963.99LF0 8"PVC@90. 9% — 395.74LFOF "DIPS/.47% ----- ___� _____ ___� =L F----- — — U 330 330 EXISTING 8" SEWER 320 - 320 Q Q. Q. Q, Q. Q 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EX SANITARY SEWER 'A' PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 25 37 370 360 360 350 350-17 340 340 330 330 32 320 17+00 18+00 19+00 20+00 21+00 22+00 23+00 EX SANITARY SEWER 'A' PROFILE; STA. 16+60 - 23+40 SCALE: 1 "=20' H; 1 "=10' V _ _ _ N _O LO ' rncv=LnLn�" M=ocom rn=Ooo = co c0 N -t CV <F co M ¢ CO � � c O ¢ O It "t + C/¢jMc�iMM �j + c)c) co + CnMMM EXISTING GRADE +v)MMM WNQ�zzj kNQ�z� kw PROPOSED GRADE NQ�zj 37 � zz, zz co zz co z> 370 0 d- 360 --__ __--- ------ -------------- _ _ _ 360 -- — — — \� ���— I I I I I I 350 w I I >67. 0LFOFS PV @ 0.60/ I — -------------- °�------- -------------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- �— 323.40LF ------------------------------------- U -� 340 ~ 340 75 + N co EXISTING 8" SEWER Q 330 ~ 330 NOTE: o w RETESTING ILL BE REQUIRED ON ALL EXISTING MANHOLES THAT AREADJUSTED ASPART OF PHASE2 CONSTRUCTION. UO Z m J m U 320 32 Q �: Q o J J Q Q Q Q Q m U U > U U > U co Q � � c z W z Q 24+00 25+00 26+00 27+00 28+00 29+00 30+00 EX SANITARY SEWER 'A' PROFILE; STA. 23+40 - 30+20 SCALE: 1 "=20' H; 1 "=10' V MANHOLES ¢ �ONCD ��_.-� ��i-��f� ��=MOO ¢<h��1-M— ��_ ¢�—� �� comer ��._��� ¢oO�Mu»M � �MMM � + V¢j�''>M �M+ c¢MMM � + � MM ���MMMM WU�Z~ ¢- � �ZO XISTING GRADE �Ugz ¢-- k�U>CNU W ¢�z� W�¢� E- ROPOSEDGR DE ��>O � j0 j j0 w I I I I I I I I 948.87 LF OF ° DIP @ 0.60 ° — 282.66 LF OF 8" DlP @ 0.60% ° -------- -----------°____ ---- ---° ° 00.85LFOF8 0 DlP@0.72/ 55.00LF DIP >0.60 % ---- M 3.72 LF F 8" DIP C� N .67� EXISTING SEWER w NOTE: RETESTING WILL BE REQUIRED ON ALL EXISTING ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com eceo �P�T � Alan G. Franklin � � Lic. No. 35326 O = , Fss / o NAB . W J0 ILL KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 -FINAL PLAN SUBMITTAL 04/04/17 -SRC COMMENTS SHEET OF 721 ►Ian Franklin PE, LLC 370 360 350 340 330 320 co�=OI N cp= 00 Q oo + ci� K Qi 0 M M M EXISTING GRADE Q CO co + N N M c`� Q ? PRO OSED GRADE k c` Q Z ��O W� >O 37 co z z co 370 360-OJ � ----- - C/) I 246.67LFOF8"PVC @1.28%-------- I I —___ 350LL' ______ _�__--- J U 34075 Q G 330 32 370 We 350 OR EXISTING SEWER NOTE: RETESTI G WILL BE REQUIRED ON ALL EXISTING MA HOLES THAT AR ADJUSTED AS PART OF PHASE 2 CONSTRUCTION. h v 31 +00 EX SANITARY SEWER 'A' PROFILE; STA. 30+20 - 32+80 SCALE: 1 "=20' H; 1 "=10' V Q J O +O O 00 00 CD U J O) �t N U) U ti 00 00 00 CO 0 00 O O O UzTmMoM EXISTIN GRADE cnz+(coomO Q :�izz� D PROPOSED GRADE Q��zI Q » O Q ~ > O cf) coU) z —— z --_ Q-- z Q 11.2' A.99°% 10.5' 9498L x OF N J O U 0 L 00 10+00 SANITARY SEWER 'C' PROFILE SCALE: 1 "=20' H; 1 "=10' V 11 +00 Q Li 370 360 350 340 6.: Q R 32+00 R R 360 350 340 330 320 I i ROADWAY R � ( I o z PAVEMENT m 36' MIN, E COATED STEEL BAND OR STAINLESS 36' MIN. 0,25' MIN, THICKNESS STEEL CASING INSULATORS STEEL CASING .I I�;2" BOTH ENDS I � J I I 2'-D' 2'-0' 7' OR 8' 7' OR 8' DUCTILE IRON PIPE 18' OR 20' JOINT (RESTRAINED JOINTS) f '� NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. i 2, ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE, SEWER TYPICAL STEEL SLEEVE INSTALLATION '-INID-F-R R,4DwY UNDER STREAMS N.T.S FIG. S-5 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SANITARY SEWER 'E' PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 70 00 ilf c Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_T H OF 710N Alan G. Franklin Lic. No. 35326 Fss / o NAB =w a U, Q Z Y (� O = � J J � m N > Z W � Q O � z w � J O LLui J m \ � J J _ a w �y U) J Q Z L.L KEY U W J ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 37 36 35 34 33 32 m 37 36 35 34 33 32 IN core, W WHO 320 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SANITARY SEWER 'B' PROFILE; STA. 16+60 - 23+40 SCALE: 1 "=20' H; 1 "=10' V 24+00 25+00 26+00 27+00 28+00 29+00 30+00 SANITARY SEWER 'B' PROFILE; STA. 23+40 - 30+20 SCALE: 1 "=20' H; 1 "=10' V - "t 10 d m 0 00 m COO f- to "t't N N N EXISTING GRADE Ln CDO o Ln Ln + co co Co � (n M M M co (n + co co M c� � z � � PROPOSED GRADE < CO � � ' < m — < j O < O < O cn z j U) j cn z j Z _ 50.18 LF OF 8" PVC 1.00% 8" S a 227.75 L OF 8" PVC 1.00% a NOTES: 2. ALL CIP SANITARY MAINS TO BE P 01 DIP. 3. THE MINIMUM VERT CAL SEPARAT ON BETWEEN SANITARY MAI S AND STORM DRAIN LINES SHALL BE 12". 4. THE INIMUM VERT CAL SEPARAT ON BETWEEN SANITARY MAI S AND WATER MAINS WATERLINE 18". 5. MAIN AIN 3'MINIMUM COVER OVER SEWER. QQ QQ Q Q Q Q Q Q Q Q J J J J _I J .J J J J J J 00 00 U U U U U U U U > > > > > > > > > > > > 31 +00 SANITARY SEWER 'B' PROFILE; STA. 30+20 - END SCALE: 1 "=20' H; 1 "=10' V 32+00 370 ofw00000 ofJ O O I� I� Ln Qc) LO U B @ 1 % `n z " cy) co co <�Ezzj Q > > O z z 360 > 370 Q z NOT S: (D-01 1. LL PVC SANITARY MAINS TO 1HE BE SDR 26 PVCPIPE. J N O _ O O rn m 2. LL DIP SANITARY MAINS TO E P401 DIP. U) z + LO m M 3. MINIMUM VERTICAL SEPARATION BETWEEN SANITAR MAINS AND S ORM DRAIN L NES SHALL BE 12". Q - 4. HE MINIMUM VERTICAL SEP RATION BET EEN SANITARYMAINS AND WATER MAINS WATERLINE 18. Q � O 5. MAINTAIN 3' MI IMUM COVER DVER SEWER. U CO370 — Q i 350 360 — — — — 1.21 3.5' 340 350 207.20 LF F 8" PVC X 1.2' w 340 z J 330 N w CIA Q aQ J J O O > co co 00 co IZT 0 320 10+00 11+00 SANITARY SEWER'R14PROFILE SCALE: 1 "=20' H; 1 "=10' V EXISTING GDE PROPOSED RAC 12+00 Q J U 350 340 70 Of BEI c c O 110 M c c Alan Franklin PE, LLC Civil and Site Flan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alas@alanfranklinpe.com H OF � v Alan G. Franklin Lic. No. 35326 T = Fss / o N A L F-d', =w LL: �a w U) < Z J ILL C) 0 O J > � m N / W w Z E) 3: 2 QU w a 7 W c/) oz Q zQw � >_j Q co w — c/) U) Q Z L.L KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 •e ME 370 360 350 340 39( 38( 37( 36( 35( 34( 390 • 370 360 350 340 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SANITARY SEWER 'R' PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 390 370 360 350 340 17+00 18+00 19+00 20+00 21+00 SANITARY SEWER 'R' PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V 39 co W M CO t0 (0 U) J r­ LO r— LO U)ONf,�COC6 Z+ M M cy) Q 2E Z < Z co Z 0 370 Q I-_ 360 U) w z _ 350 Q If TT T -'t W (D co r- U) J O C') OCO r­ CO Z + cM cM Q T G Q < 0 U) C j L—_ 58.33 LF OE 8" PVC @ 0.75% � = 390 380 370 360 350 34011,340 Q Q Q J _! _ _I W 17+00 SAN. SEWER'S' PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V �JONd'd.N U)0+0000 U)ON4MM (n=MCOIf)ln �OcO U) (006 Q�� MCMMM Z Z? Z+ Q �� M M Z� M Z+ <— Z Z >jo Q< 0 Q< Z) jo cn z z j ? j � U) Z j NOTES: 1. ALL VC SANITARY MAINS TO BE - 3DR 26 PVC PIPE. — _ 0 Q _ _ 2. ALL IP SANITARY MAINS TO BE F401 DIP. 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MP INS AND STORM DRAIN LINE SHALL BE 12" 4. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY M INS AND WATER MAINS WATERLINE 18". — — — — 5. MAINTAIN T MINIMUM COVER OVER SEWER. — — — — — — — EXISTING GRADE PROPOSED GRADE — — _ — — 4.31 — — 130.54 LF F 8" PVC 1. 4% -- -- ----- 0F8„pVC 6.36% — -- _ 1.7' 27LF — — — — — _ 1.4 2.9' 11 4.3' 4.3' 328.93 LF OF $" PVC 0.96° 1.2' X X w w w Z Z_ Z_ N N J J N N W W W H Q 0� H Q H Q H Q H Q Q H Q H Q H Q H Q H Q H Q Q H Q H Q O O x 0 J J J 0 J > > J J J J J J J J U) U) U) C i i C i U) C i w C) i v i C) i C) i 0 i i C) i C i w o _ _ w a w_ w o w a_ w w a w w L w o 00 10+00 11+00 SANITARY SEWER'S' PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 12+00 13+00 14+00 15+00 16+00 OR )0 10 390 370 360 350 340 ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alati@alanfranklinpe.com Alan G. Franklin Lic. No. 35326 �. Fss / o NAB r-- =w a U, Q Z Y (� O = � J J � m N W � Z D Q O � z w � J O LL UJ J \ m 0-J J _ a w �y J Q z L.L KEY Ud w J LL 0 W Q ISSUE: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 721 K11 �C•1 M1 370 �.1 350 �11 370 360 350 330 �11 390 370 360 350 C CD J O + O O o�mm O COM N Lo Lo Ln M F- J+ U) O fl- d7 Lf) (D a ,I -co I- J (q O O N 00 N d' N M LC) 6 LC) It �t � J� (n O N r-- Lo NC7) d7 (O ItIt (n = ce) co M M M M U)= Q M co cy = Z+ M M M = < z z❑ Q Z Q � Z H Q CO Z Q c ;;0 zZ; Q co ; z - a� U)� ;p z; Q� �� ;O z> Z Z Q z O (c) Q Q Q + (c) r U) w Z NOTJ ES: 1. ALL PVC SANITARY MAINS TO BE SDR 26 TO PVC PIPE. U 2. ALL DIP SANITARY MAINS BE P401 DIP. 3. THE MINIMUM VERTICALSEPARATION BETWEEN SANITARY MAINS AND STORM DRAIlI LINES SHALL BE 12". Q 4. THE MINIMUM VERTICALSEPARATION BETWEEN SANITARY MAINS AND WATER MAINS WATERLINE 18". CC G 5. MAINTAIN T MINIMUM COVER OVER SEWER. EXISTING GRADEPROPOSED GRADE __------- --- _ ------- -------- --TT --- - ----- 1.1' 225.79LFOF81'PVC 1.81% --- - ---- - -_-- - - - - - - - - - - -- - - ---- 167.00 LF O - 8" DIP 0.82 ---- -� 3.8' 1' 2 7.98LFOF8"PVC 4.00% 0 ° 1 X w Z_ J Q ih N w N J N j j Q Q Q Q Q Q Q O O a_U J U a U U d U d+ U dF U d U d U d ❑ 0 r cor LO N V tea_ V LO T V V d 10+00 11+00 SANITARY SEWER 'T' PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 12+00 13+00 14+00 15+00 16+00 I- JC�MNO HJNNO?r HJNN N U)OO�Ln (nppr- � _ CO c M � 0 4 � _ + ti rl- CO � �M QIOD �. MMM Z H + Q � CO(c Z H Q N m (Y c H �Q�;U �QIr;U �Q� O o U) U) Z; �c z> U)c/) (.0Q Z z Q 77 Q Q Z ~ __- Q EXISTING GRADE PROPOSED GRADE75 - - --__ -------- - - - - - - - - - - - - 4.8' 1 ° .20LFOFg"PVC _ - _ VC@6.47% --/- 8,1 9.99LFOF O �_ 1 -- ---- ---- .- 1.6' + ---- N -- - --- 1.5' 273.58 F OF 8" PVC 1.63 /o e Q ° 185.92 LF OF 8" PVC @ .72%° w z_ J 5 NOTES: _SD I- 1. V 2. ALL. DIP SANITAR11 MAINS TO BE P401 DIP. Q 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND STORM DRAIN LINES SHALL BE 1 ". G 4. THEMINIMUM VERTICAL SEPAR TION BETWE N SANITARY MAINS AND WATER MAINS WATERLINE 18". 5. MAINTAIN T MINIMUM COVER OVER SEWER. w z ❑ N � N (n N J � Q Q Q Q Q Q Q Q Q Q Q Q Q Q J J J J J J J J > >� J J J J U U O U O U U U U U O U U U U 0- 0 a_ d a- a_ d a- ❑ CL Ct a d - LO r - d' Ln r c - - - LO r - co - d - 17+00 18+00 SANITARY SEWER 'T' PROFILE; STA. 16+60 - 23+40 SCALE: 1 "=20' H; 1 "=10' V 19+00 J l* f- d) (n 0cocflr-r-� f = N CO f� � Z + co coco Q N Z_ Z Q ; ;o EXISTING PROPOSE GRADE GRADE �~ zz Cf) U 220.78 LF OF 8" PVC @ 1.829 b LF OF 8" PVC 6.24% 150.20 N NOTES: 1. ALL PVC SANITARY MAINS TO BE SDR 26 PVC PIPE. 2. ALL DIP SANITARY INS T��&P401 DIP. 3. THE �INIMUM VERTI AL SEPARATION BETWEEN ANITARY MAI S AND STOR DRAIN LINES HALL BE 12". U) 4. THE INIMUM VERTI AL SEPARATI N BETWEEN SANITARY MAI SAND WATER MAINS WATERLINE 18". 5. MAINT IN SMINIMUKI COVER OVER SEWER. w Z Q QJ Q Q Q Q _F-: U J J J 75 24+00 25+00 26+00 SANITARY SEWER 'T' PROFILE: STA. 23+40 - 30+20 0-01-ToOO J N O OI O M O N = Lf) M CO z + M co QcCO.��� Q<O C/)U > Q Z 20+00 �11 390 `1 • 370 360 350 370 360 350 21+00 J O LO r- r- LO ' J LO C? 0� O(po� U)O=o�LOLOLO co co co co z+ co co Q<2EZZI- -�I- Q E» U O Q zz> Q U) > Q z 0 77 - Q - EXISTING GRAD PROPOSED GRADE LF OF 8" PVC @ 5.02% ° 63. 6 J J U U a- a_ 10+00 10+60 SANITARY SEWER 'R4-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 360 350 !e L LOW 22+00 23+00 10+00 11+00 SANITARY SEWER 'T7-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V �11 ales] WEI �11 390 370 360 350 340 330 f ere L WE ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alas@alanfranklinpe.com Alan G. Franklin Lic. No. 35326 T = Fss / o NAL C/ 0 w J LL ry 0 W Q KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 -SRC COMMEI�ITS SHEET SCALE: 1 "=20' H; 1 "=10' V OF 72 0 cfl 400 400 Q cn E 390 z 390 U 380 Q 380 370 370-------------- 360 360 ul 350 350 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE 'R' (TERRAPIN) PROFILE -; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 400 0 _ -- ---_ 400 + EXISTINGGRADE (c) ALL FILL MATERIAL SUPPORTI G ROADWAY , EMBANKMENTS, AND PROPOSED GRADE — — — WATERLINES W THIN THE RIGHT-OF-WAY SHALL CONSIST OF TYPE I SELECT _ — — Q ATERIAL AS DEFINED IN SECTION 207 OFT E 2016 VDOT ROAD AND — _ 390 GE SPEC UNIFORM 390 (n L FTS NOT EXCEEDING 8" AND COMPACTED O 95% OF TH SOIL'S MAXIMUM w DRY DENSITY A DETERMINE BY ASTM D69 2' Z— C� 380 J Z SHALLOW WATERLINE P TO 3' OF MI IMUM _ — — 380 COVE TO PROVIDE 1' CLEARANC FROM U ARCH BRIDGE IF NECE SARY. I- ADDITIONALLY, PROVIDE INSULAT ON OF 1.4' Q WATERLINE PER A SA SPECIFICATIONS. 2Z, TF 370 - _1q, 370 3.5' MIN. COVER _ ---- --- --- - �' 8" LASS 52DIP — y WATERLINE 36 — — — — 360 2.' w U w U DO w U w w U w U w U w U w U w w U w U w U w U W > J 350 Ir 350 W N U) - W U) N LLI w (� Z W U) N W U) W (n W U) W UJ Z W U) W U) W U) w U) w U) LL' W W [Y W Q W (IfW O < W W LLLWWW W W Q [Y W W W 0 W W J W H Q H Q - CO > H Q (� r- Q ~ - ry CO i 4t H Q I— Q I-� Q I— Q I— Q (� H Q H Q H Q H Q w - CO > > 4k cf)� XU' a_ XU' _ o x(D( _= >Q OD CO > 00 r r 00 (D LL - e0 r— Q 00 00 co LL 17+00 18+00 19+00 20+00 21+00 22+00 WATERLINE 'R' (TERRAPIN) PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V 380 380 370 370 360 360 350 350 ul 340340 LU 10+00 11+00 12+00 13+00 14+00 15+00 WATERLINE 'S' (MEANDER) PROFILE SCALE: 1 "=20' H; 1 "=10' V EXIS ING GRADE PRO OSED GRAD ----�' -- 3.5'MIN.COVER \ 8" CLASS 52 DIP WATERLINE W W w W � W W W W W W W W W W W � w U U � � � U U U U UU � J W W W W W W W W W W W W W W W N d U) U) Z U) LLI Z U) co Cn (n fn (n U) Cn U) (!� � U) U) � W W .-w Z Q � W J � � � � � � W � W — J W � W H W W W W W W W W W W W W r— N � (/) � Q Q Q � W Q Q Q Q Q Q Q Q Q � co *t oo W > co m tt � a0 � � � � _ _ _ _ _ _ 00 W o0 > 00 GRADE ' — PROPOSED 3.5'MIN.COVE ---------- 6"CLA CLASS — —____ WATERLINE ----- 1.3' 4.2' C� ' 1.8' � w w w ww w w w w w w w w O ao U U 21 U U U U U U U U ? U U o0 N � N~ W UI W (� W UJ W U) W co _ W U) W U) W (� W Cn W UI W UI n1 � W W � � LLI W Z w � � LL' � � � � W W W W Z — r— �— N W W W W W W W W ►Ian Franklin PE, LL( Civil and Site Flan Engineering 427 Cranberry Lane Crozet, \/A 22932 434-531-5544 alan(7alonfranklinpe.carn o���P�T H OF Ir��G' o�� �2 c� v Alan G. Franklin � Lic. No. 35326 ,� o Fss I ON ��� NAB LL W Z Q z L KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTSI 04/24/18 -FILIAL PLAIN SUBMITTAL 04/04/17 -SRC COMMENTS SHEET OF 721 ►Ian Franklin PE, LL( ALL ILL MATERIAL SUPPORTING OADWAYS, EMBANKMENTS, AND WAT CONSIST OF TYPE I 380 MAT RIALIAS DEFINED ES IIhIN S CT O 207AOF THE E RIGHT- F-WY SHALL 016 VDOT ROAD ANDSELECT 380 BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE UNIFORM EXISTING GRADE LIFTS NOT EXCEED NG 8" AND COMPACTED TO 5% OF THE SOIL'S MAXIMUM PROPOSED GRADE DRY DENSITY AS D TERMINED BY ASTM D698 370 370 .c� — ---- 3.5'MIN.COVER --- - — 360 8" CLASS 52 DIP 350 WATERLINE 4 3' 350 > > 1.9' > w w w w w w w w w w w w w w w U U U U U U U U � U U U U U 00 340 � O co M_ > co (;, X 340 w w w w w w w W w w w w w uW co (n 0 Un (n (n (n (n Z W (n (n co Z (n (n W i Q ui Q w z w W W W W W W W co J W W W (n W W F J H I— H I— I— I— I— 1— U - � I— H U � � ap W Q Q Q Q Q Q Q Q > Ep W Q Q Q > Q Q co w co r r c— CO co �! r CO r CO 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE 'T' BUTTERFIELD) PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 370---------- TF - 3.5' MIN. 360 360 P CIO 350 — 350 340 340 W Lu U 330 w 330cf) co co Lu W ILI F— r 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE 'U' (MOSSY ROCK) PROFILE -; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 37 370 360 360 350 350 34 340 iLl 330 3301I A 17+00 18+00 19+00 20+00 21+00 22+00 23+00 WATERLINE 'U' (MOSSY ROCK) PROFILE; STA. 16+60 - END SCALE: 1 "=20' H; 1 "=10' V 1.4' 6" CLASS 52 DI WATERLINE U W W bo U U W p N W - N Z � W 0 w m H Q Q X U Q � � � � 00 CO > � � N � COVER EXISTINIG GRADE PROPOSED GRADE PROVIDE GRADUAL — — — — — — — DEFLECTION OF PIPE TO PASS _ — — — WATER UNDER STORM TO — — PROVIDE 12" MIN. SEPARATION _ — FROM STORM U U (W.� W w � W co W In (n d' W H o W ~ Q co > �k Q � � XU= � � � � CO CO LL � r 6" CLASS 52 DIP 8" CLASS 52 DIP WATERLINE WATERLINE O w 2.1' z U Q U U U � o0 N W � �W W W 0 Z p Z p � Z � � � x W Z 00 m W m � W W �~� N N N � � � > >opW � X > > >Q 0 0 Q EXISTIN GRADE PROPOSED GRADE = 1.4' U - Q 8" CLASS 52 DIP WATERLINE 1 .5' MIN. COVE _ _ _ 1.7' 1.5' w U w U w U w U w U w U w U w U > w U w U w U w U � � w U w U w U w U w U > W W W N N cow W W W W �� W W W W W W W � W W W (n (n (n (n (n - (n (n (n - LLi Q (n (n UJ (n Z (n (n (n (n (n w Q � W � � W � W W W W W W W W � W W W W W W W W W Z � Q Q Q Q Q ~ Q Q Q ~ CO > Q Q Q Q Q Q Q Q Q Cfl � 00 CO r 00 r � � � 00 CO m Civil and Site Flan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alati@alanfranklinpe.com T H OF Alan G. Franklin � Lic. No. 35326 ,� O �v T = Fss / o � NAB KEY ISSUED: 08-09-19 SCALE: REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTSI 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 370 360 350 340 10 370 360 350 340 330 10+00 11+00 12+00 13+00 14+00 15+00 WATERLINE 'W' (CATTAIL) PROFILE -; STA. 10+00 - 15+20 SCALE: 1 "=20' H; 1 "=10' V EXI STING GRADE PROPOSED GRAD CPHASE WATERLINE (EXISTING 8" DIP) ---- 3.5'MIN.COVER -- 2.2' --- ---- ---------- 8" CLASS 52 DIP WATERLINE w w w 5o U U U 00 > > > wz =z a� LL Of Of w OWm O W Q W Q W Q O ~ Q � Eow x Q w co 370 380 360 370 350 360 340 350 GRADE EPIIASE'lEXISTING WATERLINE ., PROPOSED GRADE 3.5'MIN.COVER 8" WATERLINE CLASS 52 DIP c� 00 eo w ; Z 00 W = co LLI Z ��O ~� ~� w m x0 > oo xQ w wQ� co "o�0 co 10+00 11+00 12+00 10+00 WATERLINE 'Y' (VILLAGE) PROFILE WATERLINE T (STEAMER) PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V 370 360 350 340 11+00 70 •c ME a ON 380 380 EXISTING GRAD 370 PROPOSED GRADE 370 Lid 380 360 -- — — _ 360 _ _ co- w ' - z_ 370 350 350 = U I— Q 360 340 2 340 w w J 350 330 ' �11� w » J _ - 330 W W W W f— I— U) W Q J W W w CO I—LJ W J F— N z 0 -w Z J cai> vai � x0C�= ED co co ~ oo 0o cfl w � `n LO _ - 16+00 WATERLINE 'W' (CATTAIL) PROFILE; STA. 15+20 - END SCALE: 1 "=20' H; 1 "=10' V EXISTING GRADE PROP SED GRADE 3.5'MIN.COVE ------ _ _- ui I- > 9.7' 7q.S 06 w Q 52 DIP - > c j = WATER INE w C7 � ' — w cn c+'> X Lj Y Q Z Z L.j Z < W CID x H wQ > w xQ H 00 00 10+00 WATERLINE 'V' PROFILE; SCALE: 1 "=20' H; 1 "=10' V 11 +00 12+00 13+00 370 360 350 340 ►Ian Franklin PE, LL( Civil and Site Flan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alati@alanfranklinpe.com P-T H OF Alan G. Franklin Lic. No. 35326 O �v T = Fss / o ��� NAB V ) w J LL ry 0 Z rig Tr w PRO KEY ISSUED: 08-09-19 SCALE: REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTSI 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 721 370 360 350 340 330 37 3 3r 3 3'= 31 3F 34 3'j 3i 0 3% 34 1' XISTING GRA E of PROPOSED GRADE EXISTING GRAD PR POSED GRADE MOSSY HOCK RD I — — 7.4' 36 7.6' 3.5' MIN. COVER 0046.7' 7"w, ASS52D11_3, WATERLINE ell > X j co w m w w w w w w w W w Z co w U U U w w U U U U �' __w w _ > > >L.L W - >_ N w < N > W > W > J N' D N W W N F W �u Z 0 w Z z 2! U) � U) � co � W Z (/) � W WLL = Cn � (n � U) � � � Z Q P2 U W—W ao of W co % w ~ cD T % W w W m U� W W m U 0 W W W i>— W— �—_j - � W 0 I>— .- 0 W I>— W i>— W I— W i>— U) X co >Q> X U > 00 CO X Oo U = CO U- r r X 00 U N > r- >— > > _ X co >Q> > O > M X r r 00 21 10+00 11 +00 WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 16+60 - 23+40 SCALE: 1 "=20' H; 1 "=10' V 24+00 25+00 26+00 27+00 28+00 29+00 30+00 WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 23+40 - 30+20 SCALE: 1 "=20' H; 1 "=10' V 31+00 32+00 33+00 34+00 35+00 36+00 WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 30+20 - END SCALE: 1 "=20' H; 1 "=10' V 370 10 .f 350 340 330 701 lose] Li] .1 ,01] 701 mel Li] E1 011 ►Ian Franklin PE, LL( Civil and Site Flan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alati@alanfranklinpe.com KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTSI 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 FRAME & COVER SEE FIG. S--I—D, E STREET SURFACE OR NON —PAVED AREA SLOPED AREA V-0" 2'—D°" RUBBER COATED STEEL STEPS MAX CAST IN PLACE �— PRECAST REINFORCED CONCRETE ° SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL Ll S—O" MIN THE DROP CONNECTION SHALL BE Q DUCTILE IRON PIPE (CLASS 50) b 5" BACKFILLED IN 6" LAYERS AND i COMPACTED BY HAND TAMPERS OR It 12" MIN BACKFILLED WITH SELF --COMPACTING 16" MAX STONE. !� 5_ p MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIES OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH Q TRANSITION OF FLOW BETWEEN If .A INLET & OULET PIPE SHALL BE t • a 4 PROVIDED. 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—I—C TD-28 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 ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". —� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE / SALT TREATED FINISHED GROUND ---/ 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH 6" MIN. LINE VARIES D.I. PIPE 1 . NSL�- 2500 PSI CONCRETE " -� 12 "I - PLAN SPACING SPACING SPACING M Z Z D.I. PIPE N ANCHOR NO. 1 AT z FIRST JOINT ABOVE GRADE SPACING MANHOLE. 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' z T Sop. 6" PROFILE T TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 36i"MIN f 24"MI EMBEDMENT 8"M IN 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" m i n —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) 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 w J Z av41 I Ip i 12" R ,/� 1 \C_i � L G1 _ 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN 2" BRANCH -do FLEXIBLE CONNECTION —�LJ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL l­— BE CORED AND A FLEXIBLE J CONNECTION BOOT " INSTALLED o TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S-1—B TD-27 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51 mm) LETTERS O (RECESSED FLUSH) 1" [25mm] SA \ 1 q CLOSED PIC t"`y PICKHOLES 1 1/2" r [38mm] T _T+I O O O I � 1 ` W (2) CORED PICKBARS T1 1/5" (29mm) DIA BOSS D 27 1/2" DIA 1 1/2" [699mm] [38mm] m 26 1/4" DIA 178mm -- [667mm] [ ] 26' DIA 1 1 1/2" 660mm [38mm] I(6mm) DIA 3 1/8" 24" DIA NEOPRENE GASKET [79mm] O [606mm] 28 7/16- DIA I 5/8" 1-- [722mm] 1 [16mm] j-I-j 23" DIA [584mm] 36" DIA 25" DIA [914mm] [635mm] O.D. DF GASKET GROOVE FRAME SECTION SECTION FRAME & COVER (SEE FIG. S-1—D,E) STREET SURFACE OR NON —PAVED AREA SLOPED AREA —� 1'-0" MAX 2, _ 0" n a RUBBER COATED STEEL ° STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 12 MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATION al DIFFERENCE ACROSS M.H. 5" 4'-0 FROM INLET TO OUTLET SHALL BE 0.20 (FEET. CONCRETE VARIES DEPTH OF FLOW LFILLETS CHANNEL TO BE 3/4 DIAMETER OF — CONTRIBUTING -- ' -- — SEWER. , 12 A FILLETED INVERT FOR A SMOOTH = 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 TD-25 EXISTING GRADES MECHANICAL PIPE JOINT � 8" GRIFFIN 20'— LONG SPAN D.I.P. I` 2' 11 N r 3' C� pl Ip > MECHANICAL EXISTIN PIPE JOINT �` GRADE z Ip I /%�//. I I /x4/.\///�// D° d a D PIER SPACING L APPROX. 17' O.C. S.S. AERIAL CROSSING - PIER/ANCHOR SPACING DETAIL -IQ11M rnN1r4?CTG rn1 I MANI -- FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE I =I IF POSSIBLE I _C>�i1=1 1=1if=ll�- I-IJI-I�Ii€I BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP 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 FI G. W— 9 :TILE ON IN JOINT RFACE) TOTAL) _LY SPACED ND BOTTOM �Ivnly/ NOTES: #6 (20 TOTAL) 1. SHOP DRAWINGS TO BE PROVIDED TO ENGINEER AND ACSA EQUALLY SPACED PRIOR TO CONSTRUCTION. TOP AND BOTTOM 2. FOR SEWER INSTALLED NEAR MINIMUM SLOPE, EACH SEGMENT OF SEWER SHALL BE SURVEYED AND VERIFIED PRIOR TO BOTTOM ELEVATION MOVING TO NEXT SEGMENT. OF FOOTING TO BE ON BEDROCK PIER ELEVATION B� S.S. AERIAL CROSSING PIER 4$ DETAILS N.T.S. TD-20 Item # 59A-8, Stainless Steel Stanchion Saddle Support s Service : Support pipe law to ground. Material : 304/316 Stainless Steel. i" Ordering : Specify by pipe (standard or ductile iron pipe), figure number, distance from center line to the concrete. A Note : The "F" dimension can be modified to meet any specific application requirements. Each unit has an adjustment handle that can be used to level pipe after installation. Specifications Pipe Size Vertical Adjustment (F) Thread Diameter (A) Pipe Diameter (B) Base (C) Hole Diameter (D) U-Bolt (E) STOCK SIZE (G) 8 in 6 in 1-1/2 in 3 in 3/8x9x9in 11/16 in 1/2 in 1/4x3in CONCRETE FOOTING ° ° d ad < d ° ° d 4 d #4 TIES @ 12",O.C. ° d d dd ° d, ° ° d ° 8'-0" d_ d ° ° (MIN) ° ° 4 d° ° - ° d d d d ° 18" Q SON OTUBE W/ (6) - #6 VERTICAL ° ° d (EQUAL SPACED) a d ° d 8'-0" (MIN) COLUMN SECTION A -A Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o���P�T H OF Ir/�c CJ Alan G. Franklin Lic. No. 35326 Fss / 0 NAB W� KEY ISSUED: 08-09-19 SCALE: NONE REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 (SHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE --� -VALVE E GATE DRAIN TO GRADE IF POSSIBLE—, BRICK SUPPORTS OR SOLID CEMENT BLOCKS `--TYPE "K" SOFT COPPER ATION STOP SHED 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 F1G. W-9 TD-20 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 VARIES VALVE BOX 4' DIAMETER BRANCH AND VALVE M.J. PLUG • VARIES WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") i VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC b CAP j LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG- W-•7) VALVE OX NO, 57 STONE M.J. FITTING I 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS e aro�e 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 TD-19 I 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 INITIAL BACKFILL ILAR FILL AS ROVED BY ACSA 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 QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270•) 18"-22" 7 CU. FT. VALVE BOX #68 STONE 6" GATE 42"MIN ° • VALVE r s e v $" X 6" TEE :p 2500 P.S.I. CONCRETE •, 4�' BASE AND THRUST 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 REQUIRED 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 FINISHED GRADE UNDISTURBED SOIL --__—+— REDUCER 4 2500 P.S.I. CONCRETE THRUST BLOCK 8 18" MIN. PROFILE VIEW UNDISTURBED SOIL - EDGE 24" MN. OF TRENCH d °a REDUCER 8" MN d :a A af.. d •-;4 d 2500 P.S.I. CONCRETE THRUST BLOCK--► 9'MIN• ----------------------------- UNDISTURBED SOIL - EDGE r OF TRENCH e'd .` 24" MIN. NOTES: PLAN 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 957. 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 Z Z_ N WATER 2500 P.S.I. CONCRETE THRUST BLOCK 1► ••� gip\ ��\�� ���\ �� �\- \\� \\�y\\����\,,;�•::: ; v V d 4 A a 4 ADJUSTABLE TRAFFIC RATED VALVE BMX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K"— SOFT COPPER 1 "xi •) NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE; 1) SADDLES SHALL BE USED ON PVC PIPE. 36" MIN. 1/8 BEND COUPLING A I TEE O FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. R. ^IMPRESSION x 3/4" MALE PIPE COUPLING APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. — CAST IRON LID FINISHED GRADE t� 12"-15" — METER BOX '-METER CORPORATION STOP«ram. t4 r"` BRICK AS : sm, NECESSARY SAND OR DUST UNDER ';-;M�•y;�,;:� a� ^.;i"{?s.1 4' DIAMETER DRAIN PIPE, 12" BOX AND SETTER (2-INCH i 'fy �,r`j•z'a•, !,'+,=yj,�^� LONG STONE POCKET, VDOT SPEC. MINIMUM THICKNESS) tia%:4�%'='"` '°'+:'1`' •,°•.*.+, xa.r ti: ;';`;'i;'.SPEC.20$, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/81" METERS) NTS FIG. W-6A TD-10 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF c C.) y Alan G. Franklin Lic. No. 35326 W T � Fss / 0 NAL =w LL U � ry J m_>_ w N \ Z Q w / w 2�0U z � zw 01� J o10� zQ a aQm � J > J � Q W H C) J Q Z L.L KEY ISSUED: 08-09-19 SCALE: NONE REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 PLANT SCHEDULE Canopy Requirement I I MILL & OVERLA Area of Phase 2 2,744,716 1 <10 DU/AC 20% 1 Qty. I Symbol 113otanical Name lCommon Name Size I Canopy/unit Species Canopy lComments (SF) (SF) Canopy Required (1,201,951 x 20%) 548,943 I 19 AA Acer rubrum'Autumn Flame' Autumn Flame Maple 2" Cal. 397 7,543 Alternative/Mix - Acer rubrum' October Glory' 0 10, 20' 40' 80' 17 AR Acer rubrum'Red Sunset' Red Sunset Maple 2" Cal. 397 6,749 Canopy Credit -Areas to be Preserved (656,1 18 SF x 1.25) 820,147 I 17 AS Acer saccharum'Green Mountain' Green Mountain Sugar Maple 2" Cal. 195 3,315 Alternative/Mix - Acer saccharum' Bonfire' Canopy Provided by New Landscaping - I 1 32 AC Acer saccharum'Commemoration' Commemoration Sugar Maple 2" Cal. 195 6,240 Alternative/Mix - Acer saccharum' Flash Fire' Canopy Provided 820,147 10 AM Amleanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Sery iceberry 8' Clump 130 1,300 47 BN Betula nigra'Dura-Heat' Dura-Heat River Birch 14' Clump 397 18,659 26 CD Cedrus deodara Deodar Cedar 8' 143 3,718 Alternative/Mix- Picea pungens'glauca' Parking Lot Landscaping I 7 CC Cercis canadensis 'Forest Pansy' Forest Pansy Redbud 6' 124 868 Alternative/Mix -Cercis canadensis 'The Rising Sun' Interior Parking Lot Landscaping = (Paved Area of 40,000 x 0.05 = 2,000 sf Required) 3,500 sf Provided _ 24 CF Corpus f lorida 'Cherokee Princess' White Dogwood 6' 124 2,976 Mix'Princess' with'Brave' and 'Appalachian Blush' Screening Provided by Dwarf Nandina at Street End of Parking Bays I _ 16 LI Lagerstroemia indica 'Dynamite Red' Dynamite Red Crapemyrtle 6' 77 1,232 M ix'Dynamite' with 'Pink Velour' and 'Natchez' Interior Parking Lot Trees = (87 parking spaces divide by 1 Tree per 10 space or 87/ 10 = 9 Required) 17 Provided 1 � - - - YELLOW STRIPED 21 LS Liquidambar sytraciflua 'Rotundiloba' Rotundiloba Sweetgum 2" Cal. 206 4,326 I 1 - GORE _ LIMITS OF ASPHALT 37 OV Ostrya virginiana American Hophornbeam 2" Cal. 99 3,663 I MILL & OVERLAY, TYP - 15 159 PA PS Picea abies Pinus NorwaySpruce p White Pine 8' 8' 41 118 615 18,762 Alternative/Mix - Abies concolor INV. 370.86 ----------- _ I \ ITCH - -- - -- - - - -- _ - -_- - -- - -- - YELLOWI \ -- � -- - - -DibUBSTRIPLE stroebus 256 JV Juniperus virginiana Eastern Red Cedar 8' 16 4,096 Alternative/Mix - Pinus nigra \ \ 141 PL Platanus acerifolia London Planetree 2" Cal. 368 51,888 - -- - - \ \�� LINE - - - - 43 QB Quercus bicolor Swamp White Oak 2" Cal. 299 12,857 23 QC Quercus coccinea Scarlet Oak 2" Cal. 370 8,510 Alternative/Mix - Quercus rubra- 13 QP Quercus palustris Pin Oak 2" Cal. 370 4,810 / 1.3 ­LF OF 33" 13 QW Quercus phellos Willow Oak 2" Cal. 370 4,810 / - DIP@ 2.96% �\ \\ , -' - 1 1J 72 QS Quercus shumardii Shumard Oak 2" Cal. 329 23,688 - ` nI 1 - lOn 50 TC Tilia cordata 'Greens Greenspire Linden 2" Cal. 249 12,450 / O v `� ' - \ \ - - On TOTAL = 203,075 �Nl r0 - n ��I_ - VIITSOFNEW _- - -- -- 1`J PAYEM-ENT; TY 22 CS Cornus sericea 'Cardinal' Red -twig Dogwood 3 Gal. - / ` J, - \ \ -- _ - � lOn 22 IC Ilex cornuta'Burfordii' Burford Holly 3 Gal. / �Qv �- �' _ !\�- lOn A -On 22 1 G I lex glabra 'Shamrock' I nkberry Holly 3 Gal. ADJUST 18 ND Nandina domestica 'Nana' Dwarf Nandina 3 Gal. DRIVEWAY 22 VB Viburnum burkwoodii'Mojave' Burkwood Viburnum 2.5-3' -' %- yOn - \ �- - APRON AS DRIVE w,4Y FIBER OPTI \ — — — 39t} \ \ NEEDED POST O 1 \ \ \ I v ' ' / ' lOn TW 371.96 \ G — , , - % — y�(� \ 1 _ � INV. 368.16 TMP 80-46B \,y G�� AUBREY SHIFFLETT o Ix RESIDENTIAL \ II \)G� / �Gn / I ` DB. 1414, P. 261 \\ / / P '¢ 11/0 I ' ELECTRIC POLE & \ Ay INV. 392.50 y�J� PHONE PED. ` O 44.8' OF 18" RCP \)G @ 3.73% y0n I — PHONE PEDESTAL FIBER OPTIC vG� \\ ' / I O yOC� I ` Oj POST you �' I \ �O L0 G� TMP 79D-18MB II— / / R. GREGORY MAGRUDER I \ O,o � _ RESIDENTIAL \ O,p� U) DB. 368, P. 175 w y FIBER OPTIC I W I \ � fn � y01\ INV. 390.83 I /\. \ W V LANE TRANSITION SIGN & TMP 79D-17 \ / I MAILBOX � � ' INTERSECTION AHEAD SIGN AI �� / R. GREGORY MAGRUDER RESIDENTIAL / 1 I DB. 368, P. 175 I ` ' TMP 79D-19 � TMP 79D-16 R. GREGORY MAGRUDER I \ \ RESIDENTIAL R. GREGORY MAGRUDER / I -� ` \ DB. 368, P. 175 County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: I I ® Trees to be saved; \ 1 ' m Limits of clearing (outside dripline of trees to be saved); \ I I I I I m Location and type of protective fencing; \ \ m Grade changes requiring tree wells or walls; m Proposed trenching or tunneling beyond the limits of clearing. \ \ \ \ I II I I 2. Markings: \ \ I I I I m All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. \ \ I I m No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: I \ m Such devices shall not adversely affect trees to be saved. 6. Fires: \ m Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. — � 8. Protective Fencing: m Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. m Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: / m When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail �� ------__ __---- ---� submitted for approval. _I 1 \ I I I I C I I I \ I I I I \ I L / I MATCHLINE - ISEE SHEET 54 ►Ian Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 0- lop Alan G. Franklin Lic. No. 35326 W o � F`ss / o NAB ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENT 10/01/19 - VDOT/ACSA/CO COMMENTSI 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 \ \ NOTE: 380 \ I - -- I REFERENCE APPROVED WPO 2018-00017 FOR EROSION & \ \ D ' 10' \ 20' 40' 80, SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, \ II T W 372.64 I I w \ AND STREAM BUFFER MITIGATION PLAN. ` I - INV. 370.63 I I O= \ — I I - —� I _ II I w \---------------- \ 72LFOF12"-- 1- YELLOW GRAVEL / PAVED \ - - O-------- LOW STRIPED GORE o-y - __ _ DIP @ 299°10 - - - _ _ _ _ LIMITS Off ASPHALT DOUBLE YELLOW STRIPE I / PAVED - ,-- - I - - -DITCH - - - - ------------- - - --- —_- ------ --- ----- --------------- ----- NE-- -=� ----- - - -- SINGLE WHFTf STRIP - _ _ 1 �zn i ITF ?��5AI�P H� � I I - L O�/1T FRIPELu - - --- -- - - ___------ ------ o - _— - ----- -- ----- - - - - -- ------------- ------- ---- _____---___------------- --------- - 2 _ _ _ _ _ , _ - STREET - �---=-----------__-_---------------- -------------- �---- Ion -- Ion Ion n 1-off-- - - --- 1t -- - - -- � Ion ion iofl Ion NAMF�I _ _ _ _ _ _ _ _ _ _ _ _ I _ _ ion i n �1 I ---- 65' SIGHT LINE 60MP�-! - -- n Ir- ion ion 1Jf1 - - - -*�--=-�3�1=-- - ion --ion ion ion ion - - -- - _ - - - - _ - ion -Ion ------- _ --- -- - II - - �lon _ --- — = -- II - � � I I STOP \�-Lon FIBER -- ------ _ ___ __ - - n to _� L. _ _ - — — — — - -- -- -- - - — — — — — ~ I im SIGN to ___� Pos ti - ---- --- - - I _ - - _ +PL IPL 'PL *PL F - _ - - - - - - r - - ---------- - --- +PL (• +PL +PL I I STOP --+---- -- __ -- - 70 � 1 BAR ADJUST / I ------ - - -- - -- - _ - -- - - ---- -- -- - - --- 2 DRIVEWAY \ 1 --- -- -- - - - -- ----- -----_ TW 0.75 37..0 L- _ -_-- - �---- 10'A.SPHALTTRAIL ,\ _----- �\ I APRON AS 1 W/ 2' SHOULDERS LIMITS OF NEW - - - -- - - - - - - - - INV. 3 - _ - - - - - _ - - -- - - - - I 0 NEEDED (2% MAX. CROSS SLOPE) - --38,' PAVEMENT, TYP \ O TD. CG-12 I I DR/VEWA Y VD--OT STD. eC i 386 CG-7, TYP------------------------------ \-378 AN ITI P� - AM YP EXISTI S�'EEtMEN-TREESA_ND_-- __----FR0�4__ N -- � --- ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AdD 3P? • \ - 376 �/OODED AREA TO BE PRESERVED R.O. I ION ' ---------------- - �C - 1 M AIN AT, TUR EIG THE -LOPPING OF TREES IS PROHIBITED. - - - _ �374 -- - -� - \ - - - SH BSA D TR S SH L BE UN MINI LLY D U TO PPO T ---- ------ RESERV N ONE q n L z \� 1 OVERALL HEALTH OF THE PLANT. RESERVATION ZONE -- -- --- --372 20' DRAINAGE — OT S D. I II �.� 1 EXISTING SPECIMEN TREES AND \ EA EM€N-T; TYIZ _ L_ 1 EXISTING SPECIMEN TREES AND WOODED AREA TO BE PRESERVED - \ 37 D-P-G-5 CONCRL I E O P 4> WOODED AREA TO BE PRESERVED SI GLE FAMILY DETACHED - FLUME/FLOWFLINE BETWEEN R SIDENCE W/ 2 CAR GARAGE AND \ END SECTIONS + 1 I 5 Vg 3 IC 4 IG 2 RON SPACES, TYP. \ (BOTTOM WIDTH = 2'; DEPTH 6") AC I 3 CS - Y� �/II�F� RRICi�LO �� �' 1 o ® 2 CS AMENITY I #Q \ N -1, 5 CS CF AMENITY 386 5 IC � � � 4 IG SD SPACE Q I I 13 PS `c AS SP % m i I I CF XJV JV CC • x AM PS + 4VB CC� � QC AM CF I NCMAPI I AA x + x PSX WER�) XJV QP+, PS AM - -. \ JV3 - + - JV Op+ I I + PS + X - \ _ X PS I I P X QB+ XJV QC+380 2IC XJV LS P X OW cc + X BN PS AA+ x S XJV X BUFFER JV X I I I TMP 80-468 S �� "CTART'S ��0%lAI��UR� PS * AC 3 CS OB+ PS I I Z I AUBREY SHIFFLETT ,�c _ � — — � 3 Ic 1 RESIDENTIAL 1 � ® � ® mum 2�3 VB DB. 1414, P. 261 ` I — — — — — _ JI SPEED ll I . . .................. I F SIGN � H O ' PS I I II IF_ -1 IF I ll I I I� _ I I ,' LL � oII co I %C - W a 00 -- r S I II II II II II \ II �� II � INL x PS \ 20' DRAINAGE 1 I I I I I I I I (PUBLICEASEM) TYP. I I Q+ + x LOT 1-15 LOT 1-24 I.� I Q i PS I 5,424 SF I LOT I-16 I I I I I I LOT 1-22 15 7 547 SF ti 5,424 SF LOT I-17 LOT I-20 �� LOT I-21 37 .50 LOT I-23 37._ 0 0 5,424 SF LOT I-18 LOT 1-19 5,424 SF Ili 5,424 SF 5,939 SF 5,424 SF 5,939 SF __ __ L x — 5,424 SF / STA. 12+70.85 BUTTERFIELD LANE PS �� \ STA. 15+99.28 TERRAPIN TRACE I W �y n �I- uw Ir _17o I x �� I I I I II I I \ I \� DRAIN A I �I I m \ I I I I I ILij 1 1 I EASEM � NT, YP. 11I z �N x W �y0 PS I III I I CG-9B TYP VDOT \� 372 o �� SD 2M13 UBLI v51 V SD _V `\ I - \ NI 2M12 L L II \ W l I - / - _ L'�- 370.7 I \ - z_17 �� I x Ps 1 _ � - � � � � � I � I � I I Q r �s s - � ! '� s s '�� \ Imo' s s s I� s IS ��� s II s s s s � � �'�� \, s s s — ss � s u s — — — -- — — — — -- --- 1 x TC I I i i - I TC TC I II T - ` + + + f 1 + + t/ + + i + + C+ + 1 TC ,� + I NO sD _ A _ 2 M 11 `5-I2. PS x vp-= W W-----�-- =--- J W -- VQ- W 1�/- ------ W- A W -�-- --- W - w-----�-W w- - _ _�/_ -� PARKWG W o I W �.; W L--- / M _ �q/ �� SIGN w - i% AVAILABLE GUEST, TERRAPIN TRACE 1�1 VDO - - - - - -' STOP I + - - - - ON -STREET P ING CO� �- - - - _ - BEGIN TERRAPIN LANE/ \ PS ` MPHl - - � I SD SIGN - STA. 1D-+00.00 - - - - - BLOCK ♦ NOTE: REFERENCE APPROVED WPO 2018-00017 FOR EROSION & SEDIMENT CONTROL PLAN, STORMWATER MANAGEMEN ` -AN, AND STREAM BUFFER MITIGATION PLAN. MATCHLINL_ -\SEE SHEET 55 ♦ (PUBLIC: 25 MPH T - - - CG-6, TY S 2 2P1 2M10 NP NP>� - - TC- + > STOP _ - + o, + o + -. ' I - I TC SIGN _ TC Ti- �, TC TC j _ VDOT STD. CG-12 (j) SPEED VDOT STD. CG- �' I VDOT STD. CG- 2 LIMIT SIGN I HC-RAMP; TYP \ MP --T,4 11 ERR -AP+ -BRA - STREET T HC-R I .O STA. 10+00.00 MEANDER WAY NAME SIGN -5�� \ I V �, 1 I 1 I I F_ I I z sD zl . I�400 m �' M9 S� N IC N Z \ DRAINAGE ���� LIMIT i N I EASEMENT, � S G I = � 1 \ (PUBLIC)I I-' LOT I-27 LOT 1-28 \ OV 5,935 SF , LOT 129 4596 SF LOT 1-39 /, I 1 4,644 SF LOT I-32 I j 8,646 SF \ +' � � \1� LOT I-30 LOT I-31 7,149 SF ` � i QB OV 5,952 SF 5,952 SF j AVAILABLE GUEST,�.- / II STREET PARKING \ _ I / I VDOT STD. _ I / ��Y CG-6, TYP I I - - - - - - - L_ - L Q LOT I-40 ��\\ �� - O VDOT STD. I /z + \ d) _ - - CG-6, TYP - - - - - - - - - - - _I Tn 6 481 SF \ 1 0 I s LOT 1-I 1 1 7 AVAILABLE GUEST, u' 6 I \ -STREET PARKING g 38 �' 1 ON -STREET 7,681 SF / _ __ 1 LOT 133OV 7,021 SF 1 i— 'L 1 Q Q \ � LOT I-41 5,952 SF �\ ' QB I I LOT 1-37 M8 8,394 SF t _ SD �n �� AMENITY � 0 \ \ -- i 1/ SPACE / 1 / LOT I-34 I / 1 co DRAINAGE 5 766 SF LOT 1-42 i' _Z/ � V1 L�E SrEMENT, TYP / ---I I ( RIVATE) _ _ 5,952 SF �� f. ♦ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alati@alanfranklinpe.com H T 0 Alan G. Franklin Lic. No. 35326 o = , Fss / 0 � NAB ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/00/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 BM SET/MON. I w NOTE: I I ELEV. 381.50 I Z REFERENCE APPROVED WPO 2018-00017 FOR EROSION & Q SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, I J CM @ P 4.70 AND STREAM BUFFER MITIGATION PLAN. I j OF 15" j Lu TW 3 72. 00 I I CM I _U INV.369.48 j O` 63.8 LF OF 15" I j INV. 376.44 I O \ CMP@2.67% _ I Imo_- _-__INV. 375.00 SIGN / U.S. ROUTE 250 (55 MPH) 66' R.Q.W. - / a i\ - - - - \\ FIBER OPTIC O / PAVED � CO - I I - - - - DOUBLE YELLOW STRIPE \ " SINGLE WHITE STRIPE / LIMITS OF ASPHALT SIGN - I I - - - - - - - -_ -- - - -- GRAVEL ° / - - - YELLOW §RIPED GORE - - SIGN DITCH - - -- - - - - - - - s o i MILL & OVERLAY, TYP O - 1-j - -- __ - - -D/T- - 350 - � � DITCH � SIGN - - - - - - - - - - - - - - -- ------ --- €XW#ITELINF I -- - -- —--------------------------------- 11------------------ -_--_--------------------------------- ------------ - - - - - - - - - - - --------<-------_-- - --- --- - -- - - - - - II - ---------------- - - �cb0 % loft loll J ofl - _ J ofl -ion loft loft loll loll loll lon,— loll -� , J_o(1 I — _ — — — — — —-------_- ---------- - _ - - -_- - j VDOT STD. FIBER OPTIC - --- I �f - - - - -- - - - - I - - _ + + + + + - 378 - CG-7, TYP VAULT - - - - - - - - - / - 380 378 - 3f32 - 37 ---- - 3- - ----F-IB€-R-0P�IG---- -- 7 10' ASPHALT TRAIL 3 Q - - --- -- W/ 2' SHOULDERS 380 ♦ / --+ -- -376 -- - - I •------- --- -- ---- - - Y. MAX. CROSS SLOPE) - - - Q / - --- - - - --382- FIBER OPTIC - VDOT STD. -1 LIMITS O E �_ AL PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED REACH, AND _ pST HC-F$%4/1PS, P PA 7 --- �74 - - - rr� / PCE TO _ BE MAIN AINED AT, MATURE HEIGHT, THE TOPPING OF TREES I�CFK~�I ITED. -----384 -- m / ADJUST EX. ENTRAN SHRUBS D TREES SHALL BE PRUNED MINIMALLY AND E --- -- - 386--- --_ - --�" / CUMBRIA DRIVE AS p RESERVATIO O -- I -1 372 OVERALL H ALTH OF THE PLANT. � ��� �T - OHE � OHE -- OHE ------------- cc, HE38�/ ♦ �� NECESSARY I �70 - -- _ _ _ ----390- 390_-- OHE� ♦ / (PROVIDE PAVED APRON) X , 368---- - --- - PA EXISTING SPECIMEN TREES AND m 394- -SWM7-BW - �- / / I LO + WOODED AREA TO BE PRESERVE D==° ♦ / I TEMPORARY CONSTRUCTION QC 20 DRAINAGE I�/- EASEMENT, TYP. / EASEMENT OR LETTER OF W 4 VB EXI TING SPECIMEN TREES AND PERMISSION FROM OWNER OF = 5 CS — (PUBLIC) WO OODED AREA TO BE PRESERVED TMP 80-58A TO BE AQUIRED . . . . . . . . . . . . . . . . . . . . . . L PRIOR TO CONSTRUCTION U) AS+ CC CAM AMENITY � W S C E M ` (n CIF + 4 CS 3 IC AMENITY PS EXISTING SPECIMEN TREES AND pS.Y QC+ AA �, I JV x BN x QB 2 g 3 IG - 3 IC 3 1% E AC 3 N S PE +LS -/ WOODED AREA TO BE PRESERVED JV * 3 VB 30' LA APEAR CF � + � W PSx JV P CC x f JV PS _3`; . JV \ z QW - + J xJV JV 3 IC AM +BN ` CF xJV PSx AA PS k X QP x x - Q JV JVx xJV AR+ PS \ U — — .� Q� x XJv O AS+ - -S Av* C _LS_- xPS Qg JVx + x I- ZINR7O ' ��DM, F _ _ < QP , CvM - - - - - - - - - - SWM/BMP 4 IG � - � � Ps eRl FOREST/OPEN --� -- SPACE EASEMENT AMENITY SPACE - - - - - - - - - - - - - - - F qN 0 m - - - - _ � x i 3gg S + v JV. _ I 3g0 AS � STA. 8+66.39 TERRAPIN TRACE _ ;! o w STA. 10+00.00 MOSSY ROCK RD O ��' s N I I I I I I I I m I I 1 I I 1 \ iv x + sx w LOT 1-25 I I 1� 1 Q LS + cn 7,547 SF CONTECH RIDGECOR SINGLE RADIUS I STEEL ARC PAN ON CONCRETE + } z LOT 1-26 STRIP FOOT GS, OR EQUAL 15 -TOWNHOUSES W/ 1 CAR x O I GARAGE & 1 PARKING APRON , JV (28'-10" SPA X T-5" RISE X 71' -10"L) = AC CONCRETE O ODULAR BLOCK m I GUEST PARKING ON TERRAPIN Q EASEMENT, YP. I I I I I I I I I I I I 1 I I I TRACE (4 REQ. - #) AMENITY PSx 75 PUBLIC HEAD/WING WA LS, TYP. - -- 3g2 SPACE / 1 ) co LOT 1-50 LOT 1-51 CO LOT I-53 LOT -57 LOT 1-59 _1 LOT I-49 1,360 SF 1,860 SF LOT I-52 2,418 SF LOT 1-54 LOT I-55 LOT I-56 1,86( F LOT 1-58 2,416 SF LOT 1-60 LOT 1-61 LOT 1-62 LOT 1-63 2,418 SF 1,860 SF 1,860 SF 1,860 SF 2,418 SF m 2,418 SF 1,862 SF 1,860 SF 1,860 SF 2,418 SF QB + TTL-_I co - I JV x 3 I I I I I I I I I I '�. 2 _ I - - �� - I� — — — — — — — — — —A T i -- _ - = �� _ I' h 1 G P S S S - - - � S s s S S S -(� S - S J J S - S S S s S � '. J b,. T - - - - - - - - - - - - - - -93 ` ' - - - - - - SD SD 2S16 q PS SD 15 TC 7C # I I T * P TC 2 R2 \ i r r - ,r , V x 2R1 500 ADT 1 # # #I'�' 3g iv sD - --- - - ---- -- -=- / r 0 P-S GN � � _� 1 � � � � � � � � 14-1 � 2 -+ ^ M W W W W W �/v ob W�� ff a vlr w w w w;M w w w W fin/ w w w w w w w �n, �r n/ NO AVAILABLE GUEST, �� i - - - - /�� i � PA ING ON -STREET PARKING ,�/ �; _ _ - - - -- / VDOTSTD. ON-STREETPARKI, I '/l TERRAPIN TRAC E -Ca- SIG -- CG- REQUIRED FOR BLOCK I 'I I �\ /' SD LIC: 25 - - - + i - ------ 2S1� VDOTST CG-9B, T QP roe -N P>= - - - _ NP > - i * * < NP >+' x - x i HATCHED AREA RESERVED SNP i PS S SD 280 SIGHT LI H - - - - DEDICATION UPON DEEMAN Y 2S12 TC TC � M>E (25MP � - ! ! _ - - - 2g0'� TC `� ' _ � D _ I TC TC H) - AS / ---_ - - - - OF COUNTY + / !1 / - I / - - ,- 1� JV iP m I� - _ � � - I i JV i 1 DRAINAGE --- jl I EASEMENT TYP _ _�,-- STREET! �� VDOT STD. CG-12 q T JV 1 (P�IBLIC� 1 + P NAME SIGN 1 % ----- - - � HC RAMP, TYP -- -_+ O o rfm U) T . �I TLOT I-14 � 3: ST P I LOT 166 6,784 SF I I ' F I SPEED SI IN7,528 S LIMIT SIGN JV A s / r O LS i Q + �� cf) CIO - LOT 1-13 xPS 5950 SF �%- + - LOT 1-67* I 5,952 SF ' AVAILABLE E� I � � CO ON -STREET P R KIG 1 I AMENIT __ SPACE , I � �� JV fco r ' VDOT ST _ � I STREAM I � CG-6, TY � � / -- � /� � AC 2v6 L I - 1 C 6, TYP LOT I-68* ' s x LOT 1-12 _ I / � 5,952 SF 1 i - 5,950 SF AVAILABLE GUEST, - .: Q + / / LS ' ON -STREET PARKING / I + 1 �� - I SWM/BMP 1 1 � = - I ' - FOREST/OPE Z V x ^� SPACE EASEM N I � _ II _ - - EXISTING WOODED AREA 1 ' TC 1 39 LOT 1-65* 8,836 SF ---LOT 1-64�- `7,062 SF w `o II TO BE PRESERVED / I i I � xJV ` \ _ ' Y 1 LOT I-69* LOT I-11 1 Q + 5,952 SF �� + ' AMENITY 5,914 SF � co� �� SPACE \ � BLOCK I \�_ I 1 ' O x Ps MATCHLINE - SEE SHEET 56 + PSx BLOCK / >< PS / /j STA. 20+92.20; 33.50' RIGHT = C+/ / CENTER OF CUL DE SAC / TERRAPIN TRACE TMP 80-52 jl RIVANNA INVESTMENT JV X RESIDENTIAL SINGLE FAMILY DETACHED DB. 3641, P. 400-409 RESIDENCE W/ 2 CAR GARAGE AND DB. 3536, P. 594 x JV I 2 APRON SPACES, TYP. 1 PS'I x +ILS )I `\/l I Ps \ \ s BN + \ JVx \ xJV \ NOTE: \ REFERENCE APPROVE %\ SEDIMENT CONTROL f \` \ AND STREAM BUFFER 0 10, ; 20' 40' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com rP _T H Alan G. Franklin Lic. No. 35326 T = Fss / O NAB KEY 50 .52 53 54 55 ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 -P 0 10, 20' 40' 80' 149.10 LF OF 15" CIP @ 4.71 % LIMITS OF ASPHALT PHONE PED. MILL & OVERLAY, TYP INTERSECTIO 7 CO I IW 360,81 AHEAD SIGN DOUBLE YELLOW ST PE I YELLOW STRIPED GOZE SIGN PA VED 0. \ II/8 14—\ P VED 0 — — — — — — — — — — — — — — 4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — -- — — — — — — — -- — -- — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — - ili U.S. ROUTE 250 (55 MPH) ------------------ - --------- - --- ----- ---- ------------- --------------------------- AV Cb �b�j I — — — — — -- - — — — — — — — 11 — — — — — — — — — — — — — — — — — — — — — — — — — -- — MAILBOX L6 ion ion ion 19 _WV. 363.62 0 0 E)n ion —ion ion i ion ion i0 /fefT- n- ---ion ion--- n ion Ion— INV. 364.23 376 - ------ FIBER OPTIC j GRAVEL Q`* 0 MAILBOXES 25' A�T POST 31.2 LF OF 12" CMP @ 1.94 37 LIMITS OF NEW _0 A TMP 80-58 PAVEMENT, TYP DAMES RICE TEMPORARY CONSTRUCTION EASEMENT OR LETTER OF PERMISSION FROM OWNER OF TMP 80-58A TO BE AQUIRED PRIOR TO CONSTRUCTION c1q TMP 80-58A LO RESIDENTIAL OHE — OHE — OHE OHE — OHE OHE OHE ONE -- 0I­IE -- O­H_E O-HF--_ OHE OHE — OHE — OHE --/19­DqHE998, P. 409 r_ 0HE Of-IE ---- OHE (SHE DB. 3536, �?11 01_1� DB. 568, P. 608 MARYBESS uj LL] U) w w w Z _j 15 jun"Ou" RESIDENTIAL DB. 568, P. 608 BN JV IYPA /V 'i V ool TMP 80-53 COSGROVE RESIDENTIAL DB. 2821, P. 505 40, I / i / TMP 80-54A TODD COSGROVE RESIDENTIAL DB. 3998, P. 409 \\�' DB. 1701, P. 672 DB. 354, P. 399 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com G, Alan G. Franklin Lic. No. 35326 0 N A L ISSUED: 08-09-19 SCALE: ill = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/0 1 /19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 NOTE: / REFERENCE APPROVED WPO 2018-00017 FOR EROSION & SEDIMENT CONTROL PLAN, STORMWATER/MANAGEMENT PLAN, AND STREAM BUFFER MITIGATION PLAN. i I / / / / I I I I I � � � I i r I I-- - - - - - - - -- I � � I I I TMP 79D-13 R. GREGORY MAGRUDER II II RESIDENTIAL D8. 36$, P. 175 TMP 79D-12 I� � R. GREGORY MAGRUDER 1 RESIDENTIAL DB. 368, P. 175 TMP 79D-14 R. GREGORY MAGRUDER RESIDENTIAL DB. 368, P. 175 I i 0 10, 20' TMP 79D-15 R. GREGORY MAGRUDER RESIDENTIAL DB. 368, P. 175 40' SWM/BMP TOWNHOUSES W/ SHARED FOREST/OPEN NOTE: PARKING IN CONGREGATE SPACE PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND / LOT W/ EASEMENT EASEI^, MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT low OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR -� 20' DRAINAGE MAINTAINING THE PRIVATE ROADS/ALLEYS. / EASEMENT, TY-P. CE P (PRIVATE) VX J X Vx AC Qp 2' AS Q PS - - -. -- _ - LS X X - 2 _ - - / JV _ — - - - 2L4 'P SWM/BMP \ - I -------- -� SPACE FORESTAR PEN V _ - - - - _ - T I t _I \ ZZ Z�- PSLOTG-12LOT G-10 I3,786 SFLOT G-7 AMENITY SPACE PS>< I 1,962 SF 2007 SF LWEQR PARK W/ TRAIL - $�- 3,,11 SF LOT G-8 LOT G-9 _ _ _ - 1,954 SF I 1,958 SF LOT G-13 LOT G-6 j I VDOT STDI CG-6 2,991 SF \ QR LOT G-5 3,107 SF I (DRY GUTTER), LOT G-14 W i / i / \ \ '` LOT G-1 LOT G-2 LOT G-3 1,936 SF j I I TYP / 1,900 SF � / \ \ I �" - 3,019 SF 1,924 SF 1,928 SF j LOT G-4 I i \ \\ j 1,932 SF I I /,a JV LOTG 15 �A j � - I J WETLAND CONCRETE Q \ _-- DUMPSTER P BLOCK G & ENCLOS PIS S Sx LO i I--- 'Lu w 80 U) Lu Lu U) EXISTING WOODED AREA PS . TO BE PRESERVED X MATCHLINE - EE SHEET 50 II I I I I I I I I 1,900 00 SF L� -_==—� 2K5 I • sD- ?K6 • ° II I OV+ Ov ItK I w w C IL 0URTW I w - _ --VDOT-STD.;--- -20_ W � PRIV TE. _ PH) -RAMP - - s W -- � W W ( - S W i�G-12 H " - - S _ _ IS _ s —� w - S s -- s S - — x0,_a VDdT S - S \CG-6, T -� !1 — S OV " - - 2J7 - o Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com G' Alan G. Franklin Lic. No. 35326 Fss / 0 NAB ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET O�72 MATCHLINE - SHEET 51 \ / / A3A / �. LOT I-36 \ � / 8,504 SF I _ _ DOT ST . I l \ / ♦ ON STREET PARKING ZONE /i 6 TY / W 0 10, 20' 40' 80' / i ♦ * O ♦ *EXCEPT WHERE BLOCKING -- I EROSION & / W NOTE: i O DRIVEWAY AV AILABLE GUEST, _ i Q � ON -STREET PARKING - �__ U) SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, � \ \.,>, ' _ � W AND STREAM BUFFER MITIGATION PLAN. 0 \ O J W \ �� i DRAINAGE / (� * I1-N-A EASEMENT, TYP. / I I - LOT 1-43 ♦ S I (PUBLIC)TMP 79D 15 6,436 SF ♦ I LOT 1-35Z\ SINGLE FAMILY DETACHED7622 SF R. GREGORY MAGRUDER \ RESIDENCE W/ 2 CAR GARAGE ANDRESIDENTIAL 2 APRON SPACES, TYP. P. 175 __ 16+43.49 BUTTERFIELD LANO/ 1 15+7-w74 MEANDER WAY SD LOT I-47 202 �� ,�� 7,404 SF -`3 \ M L j �r �� M6 - --' - SWM/BMP I ♦ _ NOTE: FOREST/OPEN ' \� -�j_�- Z00 A D A NP�r l S PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND SPACE EASEMENT S EXISTING WOODED AREA MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT , �R EXISTING WOODED AREA \' TO BE PRESERVED OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR / ` I�I/,q - � ` * � (PUBLIC. 25MP �/ MAINTAINING THE PRIVATE ROADS/ALLEYS. TO BE PRESERVED / / OV H J 5 1- AA_ l I SWM/BMP \ /if / - \ - / FOREST/OPEN _ _ SD _ /M - --- - M 1 SPACE EASEMENT STREAM �_ - BLOCK G � � _ I *Ls P // LOT 1-45 / OV I STREET TOWNHOUSES W/ SHARED / 8,842 SF / �/ / �NP� 1 NAME SIGN JV PARKING IN CONGREGATE LOT W/ EASEMENT / / • I ' #P AMENITY - AS Q SPACE BLOCK I / / \ STOP i - LOT 1-46 AC / �I 8,722 SF " VDOT ST\CG-1 QB * EASEMENT, TYP. / HC-RAMP, Tl� bI I PRIVATE I S - I: AA x I - - - -- / _ I M4 - JV LOT 147 -- ---- - Psx \ - _ / 7,577 SF l S8 I 11 AR * P \ �\ LOT G-16 _ / I \ SWM/BMP II 1 1,900 SF / �/ � \ � �= - � � \ LOT 148 1 , BN FOREST/OPEN / I I i # L � SPACE EASEMENT ,, 8,103 SF 11 l * / 1,900 SF LOT G-18 LOT G-17I / � __ SD � AA _ _ �� I � 2,991 SF / / / rn6, �� LL2 X - 11 l I W _JV \ SWM/BMP FACILITY PS gp - MAINTENANCE Ga , LOT G- F � � 211 I EASEMENT 1,900 SF 11 * I J I LOT G-20 / I JVx (PRIVATE) / I LOT G-21 / I JV \ \ - - - \ � � � / � Q J g ■ 1,900 SF * (� v, i LOT G-22 / o 1 _ VDOT STD. G-6 / 1,900 SF LOT G-23 0; QS / _ ►� "III I/ / DRY GUTTER), 1,900 SF x U 1 � LI; - , -�bOT STD. - Qi- / / 1 900 SF:JL CG-6, TYP a L"OT G-42 AMENITY / 21<3 / / 2,660 SF x SPACE �� � P _ `b I l I QP \ \ SWM/BMP - / _:jI m #P / FOREST/OPEN J I _I _ O I". * SPACE EASEMENT II I I� �l BMP GG AC / Ov I -.._/ ,I 1 (B10-FILTER) / I 1- B ;S1 1 - � x PS 1 Q ► - -1 ; - ° x _ w' \ / ]� __ 11 - vDOTSTD. K w - � / , , ' I S �2K1 �) � - sD ECG-12 S / K2 N-BYRE ET PARKN /HC-R MP w 11 REQUIRED FOR PARK AD P / (#p) (5) 20 DRAINAG / I S ATTA/ .� j LOT 1-1 11 LOT 1-2 / ASEMENT, YP. 0 L � � E CO / (PRIVATE) U R � 9-N * 6,826 SF � S (PRE E: 20 qT MP w * BN - I 6,825 SF � S H ` - _ -- - 11 I - W ,� _ �� �'� w w S / 19' 1V. VV A i sD Y S l l a x \ I\ 11 LOT 1-3 #P B / 1 II 11 � � w �ti iv * � l 7,850 SF - 2J5 - _ � - I S i/DOT ST L, BN I 11 W SCG-12 * S A. 19+23.49 BUTTERFIELD'�LANE _ I 1 I - HC-RAMP S S _ _ _ / I I STA. 13+88.87 LAZY BRAN��i LANE ® I [,(Ww 75VOT S / S S STREET - - B 1 S g L_So; I sD LOT G-33* CG-GYP � � a �' � 9- ; � �__ � E SIGH � * � � � M3 1,900 SF / \ / NP��rop� � � � �� . �LS * \\ \ - t < > LS * � � I GN PEED 1 - "� � I r l �-_ � � j S �, � ' _ � � IMIT SI N � 1 W VIDOT STD. / 3 - I \v, l � - �f LS * �Ny' M \ \ SPEED - I LS CG 6 TYP VIDOT STD. CG-1 ! I J D' LOT G-34* I \ NN \ \\ LIMIT S1GN, LS + -RAMP, TYP I \ 2 2,991 SF /�_: sD ` -�, / 0 2J4 I ♦ I M Mco LOT G-35 LOT G-37 CROSS -LOT ", "° \ - - - - �_ \\ \\ � Q 2,991 SF LOT G-36 I 1,900 SF I �.D - - - - 28d' SIGHT LIN \ M - LS* -- T 1,900 SF PARKING & 7DES TRIAN �'. 2 3-1 � ��/1PF _ �- - - �' - - A� - i �ACCESS EAMENT (HATC ) / ' - - - - �- -�'`- - _ ` ', \ T690 A TREET D---------- / LOT G-38 / l ,��� \,�' _ V� - _ T� - - �\ I A E SIGN LOT G-39 20' DRAINAGE M - - - - - - -; ,. 1,900 SF / .. � � - #P, � _ - - - - -\ - - -- �0-S.LGFiT LI. - -�- _ I � I I / 1,900 SF / EASEMENT, TYP �` STOP \ _ _ - - - M M - -- NP + _ SIGN --� LOT G-40 I � , � � 7 �� _ _ _ 1,900 SF LOT G-41 / #PI - VDOT STD. -12 / ° , Q� � ��co " i � � j �� * <N -r 2N2 i I / 2,660 SF I N �� l ! #P % �\' M I I I I / HC-RAMP, TYP /_. , 1�1l ��� PL - - P BR,4 l * - - * \ - �P�a H L M I /c: 25M E PS � � 2 3 / - �� LS `n * � L PH) ;,� -� �- -_ '' �� M - I � SNP r PA M 20' DRAINAGE- /�R `II 1 / / -- 2S / �� CD EASEMENT, TYP. M PS LS _ � -\ � " " / �� Z QC CD �-.- S � * ! P �-'-- _ � _ M 8 �/ PL (PRIVATE) Q * x * 0 x - _ l i LS ' - J ry/ - � S - / PS X _ #P S M �_ _ S _, 2 1 S x / - V _ X �� _ � x BMP G2 - JV / � S ,' W / ?/ S AC ON -STREET PARKING \ \ �s - W (BIO-FILTER) BN x / C�/ 2 x REQUIRED FOR PARK S cj JV AMENITY \ - • CD / o / Q (#P) (6) SPACES W Jb� AS* \S N STA. 10+00.00 CATTAIL COURT ��� X 35L O STREE A Ni-O 1 S / / STA. 17+59.80 LAZY BRANCH LANE W PS QW \ Ui X * ��' ,j D * PL xJV � t � � 1� R UIRED FOR P o W SWM/BMP ' �� >;' L / * b (# (12) P.ES v'�cA GG-96, TYP M2 _ L FOREST/OPEN T/OPEN VDOT STD. JV AA CG-6, TYP ' \ = S S Z SPACE EASEMENT AME PACE - 2J1 _ LINEAR �RK IL �_ \� / / BMP G11- �/ U _4 1 _ _ + _ __ Q,, (BIO-FILTER) BN „r LOT J-34 l/ 1 6,856 SF - - 354 CONTECH RIDGECOR SINGLE RADIUS I/ LOT J 35 3 2 1 1 �L / , / I STEEL A H SPAN ON CONCRETE r 6,856 SF LOT J-36 / /* STRIP F 'IINGS, OR EQUAL � 1 L * r I I, 11 6,856 SF BN (28'-10" SP N X T-5" RISE X 90' L) I� - * 11 1 � CONCRE OR MODULAR BLOCK - WETLAND SWM/BMP FACILITY -� i I ll MAINTENANCE // / QP x ` 11 20' DRAINAGE I 11 LOT J-37 / HEAD/WI WALLS, TYP. � 1 c�� JV x ' (PUBLIC) EASEMENT \ CD 7 1 EASEMENT, TYP. 6,856 SF S 11 STREAM / / / JV PA - - D / , ` x JV x STREAM BLOC ,1 II 2 \ \ PAX X AA ,�� / MAINTENANCE SWM/BMP FACILITY JV * ar � � \ ___ EXISTING WOODED AREA = - / P - `\r �l TO BE PRESERVED � / - / SWM/BMP � � - -EASEMENT -141 FOREST/OPEN * x (I'UBttG} - 6 TOWNHOUSES W/ ' / _ \ - ' SWM/BMP I 1 CAR GARAGE & .-�� SD - SPACE EASEMENT \ FOREST/OPEN PL JV x X _ SWM/BMP I / 2H I -- WPO STREAM JV __ ` S M/BI�}P KING APRON FOREST/OPEN x L ; �/ SPACE EASEMENT JV ,g / -FOREST/OP�E 1 SPACE EASEME CD * ' _�/ 1 1 _ - BUFFER QC JV JV * `'� ' SPACE EASEMENT CD AC JV JV x � O/ ` - SWM/BMP FACILITY ©/ MAINTENANCE SWM/BMP FACILITY LS JV x WETLAND � ' EXISTING WOODED AREA - T F-7-� \g Q MAINTENANCE ,... JV * _ 2,0471 SFLOT I 1 ��' \r _____ - � � 36 x �/ p / ' / / EASEMENT TO BE PRESERVED ' X EASEMENT I - -- 1,6 0 SF o� C / (PUBLIC) - - QB JV V * JV LOT F-9 cD i/ �' COMMUNITY PARK (Puauc> D x I-- 1,640 SF /i AMENITY TO BE DEDICATED TO THE COUNTY OF ALBEMARLE ' ® --2 1 AS LOT F-10* * / 1,640 SF 1 640 SF / AC / * L SPACEFORFOR PUBLIC USE AS A PUBLIC PARK JV 'JIPL * /� / MATCHLINE -SEE SHEET 57 - -_` 046 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF c Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB =w U) (D < U � � Z N > � LLJ w � L7 � Z o L � J zLLI J \ m 0- J J Q W H J Q Z L.L ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 r 1 0 Q #P _ _ Q _ 1 `f) / + 0) _ LOT 1-70* l STREAM - 5 _ _ 5,952 SF LOT 1-10 �'�,__ JV P< co — 5,767 SF � 2va,'(/� �`- 411 � / O A s L + I� I II INGLE FAMILY DETACHED #P Z' v 5SD ! / _ c _ RESIDENCE W/ 2 CAR GARAGE AND QS '' / 2 -1 2 APRON SPACES, TYP. - cn / ON -STREET PARKING ZON L EXCEPT WHERE BLOCKING ORIVEW/AY QC - M KIN LOT I-71 1 / / S LOT 71S RFIIITRFzn FORREET K ARK ' #P l� I 5,952 SF _ co SWM/BMP V _ FOREST/OPEN 1 co I ��� SPACE EASEMENT / Q �_ _ x so _ / SD , k V .._._.... 2U5 JV LS ® 315.75 x V / 00 #P SINGLE FAMILY DETACHED ON -STREET PARKING' ®' i I367.75 � ♦ RESIDENCE W/ 2 CAR GARAGE AND 12 1 S �'; -- Ps,`-x 2 APRON SPACES, TYP. LOT 1-8 - 1 I---\ _ — 5767 SF SD co_ 1 I j 1 2U4 20' DRAINAGE Qs + # I / EASEMENT, TYP. + QB co 1 1 QC (PRIVATE) PS _ 1 A SWM/B P FACILITY L/ MAINT ANCE 1 EASE ENT 1 LOT 1-7 (Pugu) '� ° I Q + # I I ,I VDOT STD. LOT 1-72 - — 5,767 SF s CG-9B, TYP 6,541 SF PS I 2U AMENITY SPACE � PIS LS #P'� l / JVx 1Ps / PS x Q LOT I-73* - LOT 1-6 - \ ,,�\ \ I'I 1 J �� j 5,237 SF — � 5,767 SF x , � I/ QC, �PS S2V1 #P SD 2U2 \ loo — xQ P 1 JV Q T BN BMP12 � I` 1 x LOT I-74* I (B10-FILTER) 1 Q _ LOT 1-5 �,� I PA 5,228 SF CID5 767 SF PS x + 1 GG N I - QS cl) � M CP00 Up \ �I �� PS 11 2U1' o SPEED �� A + j IMIT SIGN � oo _ 1 u PS, Ir000 W W - A JV Q LOT 1-75* _ x ` + J �, D 5,214 SF Z I� ` Q B \ , J �I STREAM ` x C) _1 LOT 1-4 + LS �= x �� _ ' BMP 13 < 7,631 SF BIO-FILTER rjI 1 i J \ 1 LS X S sD \ i JV �� \V �� 2T1 PA 1 GHT LINI -o LOT J-57* SIB E ESM x �_ �%r �NP� -- — y 5,223 SF AMEN IT SPACE EASEMENT, TYP. � \ MATC LINE - SEE SHEET 52 (PRIVATE)��� A \ LLII \ \ o Y / I NOTE: ' O I REFERENCE APPROVED WPO 20 8-00 17 FOR EROSION & SEDIMENT CONTROL PLAN, S ORM ATE MANAGEMENT PLAN, \ AND STREAM BUFFER MITI - ATIO LA 392 ♦ ♦ ;03 41 1\ m, TMP 80-55B \ \\ DARRELL v v ULLERY \\ \ RESIDENTIAL DB. 2478, P. 535 \ STA. 16+44.57 MOSSY ROCK RD = STA. 10+00.00 LAZY BRANCH LN ' — — _ EED \�� JV JV / LS STREET +, _ _ L IGN + NAME SIGN Q d) i i 1� 2, � STOP \ � AAT2 CID_ LS — _ _ CID S LS N -�M S4 -�� ZyM \ / 360 S X SNP' W V - M -- LOT J 56* -� 5'2 \ 14 SF — y QS T v -- LS/ VDOT .� #P - - HC MP, TYP � LS p �� T �, P S P E E / S _ � + LS � LS / �,,, _.LIMIT SIGN S LS + _ \ - �AC �� - j �8 � � x V '� -G 358 1 S ' I \ - LOT J-39\ Q `� LOT J-55* \\ �c g N S � 7,321 SF `s2 \ ` 5,187 SF 354I / I BN �� ON -STREET PARKING i � i\ I \ IS REQUIRED FOR PARK I1 LOT J-38 _ _ vDOT \ P c P \' 6,857 SF �� s ��FOREST/OPEN Q SD SPACE EASEMENT 2W5 20'DRAINAGi \ � i 1 EASEMENT, TYP. PUBLIC LS + Do ( ) / A v + \ + T LOT J-54 2S2 ;' \ \ WPO STREAM /� STREAM F \ \ \\ o' 6' ASPHALT . LOT J-4O Q \ \ 5,178 SF ' X BUFFER — \ \ \ TRAIL 6,102 SF \\ SD t - SW_4/BMP�IT �I ---- \ \ \ / / _4 \ \ j/� 1 MAINTE CE 1 \EASEMEN\ \ \\ . /ol 348 SWM/BMP // �/ S ' I I I STREAM- - - FOREST/OPEN PARK SPACE EASEMENT \ 6' ASPHALT I TO E DE ICATED TO THE COUNTY OF ALBEMARLE \\� \\\ � � �' Q TRAIL FOR C USE AS A PUBLI� PARK � \/ � Q + w JV AR I �. \ \ \� - \ z LOT J-53* \� Jv III \ 1 MATCHLIN -SEES ET 58 \ \ �� \ 5,169 SF TMP 80-55 GERALD HUGHES RESIDENTIAL DB. 739, P. 579 NOTE: REFERENCE APPROV 18-00 17 Fi SEDIMENT CONTROL PLAN, STORM ATER AND STREAM BUFFER MITIGATION PLAN. IT PLAN, 40 80' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ele' P�1 H OF G' o �. Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB =w LL� (D < U) Z U � � Z O Q N > � LLJ wU) a- ui < C) 1: U) Of L7 � Z o L � J zLLI J \ m 0- J J Q W H C) J Q Z L.L ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 -FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 (MATCHLINE - SEE SHEET 54 I 2,471 SF . 1 640 -8 / l I I I xDS l l' LOT F-9 / , I 1,640 SF / LOT F-10* LOT F-11 /LOT F-12 _ 1,640 SF / 1,640 SF 12,745 SF CD x r �i L /L _ . CD / / JVk *QP t S / / I IT SIG I 11 BN k CDk - i# CD 4 -�! TC / V/L. LVV gGE P w TC S 3 � / JV �L;�: ARK q V w �N ' i P l I • 2D MP - - �P SDI AMENITY SPACE *AR )(JV 20' DRAINAGE EASEMENT, TYP. Al P-1 EXISTING WOODED AREA TO BE PRESERVED STREAM -� �o MATCHLINE - SEE SHEET 55 -� _ co /moo w VV _ TREET kJV 3 JVX \ - VV NAME SIGN v 0 I* IVV ON -STREET PARKING *S !B Y © / 4-2 -- / REQUIRED FOR PARK M N NANCIT E ° ' (#P) * _-/ 1- _ (5) S ENOW TC I; LO _ _ ° — GJ W BMP '- 6 TOWNHOUSES W/ �\ / - — — CF \ ° of I o; � v , , ��,. � / (POND). ° ° i W i 1 CAR GARAGE & '� LU STOP l - i �.II ' - _ - o - _ �o \ - -- - -- / / - ��� U) � 1 PARKING APRON o, SIGN _ o GUEST PARKING ON i II I STA. 20+99.66 LAZY BRANCH LANE o � v \ W STA. 24+31.33 VILLAGE PARK AVESEDGEWICK LANE Z VDOT STD. CG-12 I (3 REQ. FOR BLOCK F) Imo. HC-RAMP, TYP � ON -STREET PARKING ^ aA_ ! .':•` CF � \ � \ � REQUIRED FOR BLOCK F V i I #F 11 (#F) (3) VDOT ST �',� 2 / v v 1 O' ASPHALT CG-6, TYP / \ \ L ON -STREET PARKING I \ \ \ �p , 362 C F. 1, REQUIRED FOR BLOCK D I / .. C o (#D) (2) I / co_Nrso ' 36 CONC RBFLTUSH,� / _- _ - _ c\l �� O — _ — W DEW - _- _ _ - �-- - _ LI IGN, % LLi I / ! N / / B / , \ / / 00 * BN o Q o o BN PAVILION coo BLOCK D � � = � o \` r _ � . p / +BN Ic� � � I AREA RESERVED FOR � LI BN+ / / A� <� -ffeN- ESIDENTIAL/MIXED USE DEVELOPMENT ^ / � I i / � / I 000 SF MIN. / I SEA NA l,. o , \ B�It- _ ) / W PL INGS I ON "� coM �i� (� a _ I BN Io PIA / 0�4 I N G / N, T P. n _ o W - — _ i _ , COMMUNITY PARK BN \ BN po( C� _ I LI LJ _ _ _ / TO BE DEDICATED TO THE COUNTY OF ALBEMARLE I \ 1 + vvO�O \, / s J / 1 FOR PUBLIC USE AS A PUBLIC PARK a o o I a -- / I � 1E oon� 1 _ , r/ I I • i l ( ) I o)- o � I , SEE SHEET 69 o, 11 ► o I l I l I o 0 0 oLI 0 N r c I ' l ° i ] I � , 0 J GREEN I I / I I I SWM/BMP ON -STREET PARKING LI/ �I I III I I / I FOREST/OPENO° REQUIREDFOR PARK SD SPACE EASEMENT A2-3 I o ?t (#D) (23) I 11 VILLA/TOWNHOUSE W/ 2 CAR GARAGE I 0 I a I i _ o � I \ 0 AND 2 APRON SPACES, TYP. 'l � I �- ; _ � � i I I I � .° . ,,.` l � I I I , � i o (J `JL 11 (GUEST PARKING PROVIDED ON LOT) ,::i WPO STREAM LI BUFFER ��o BN BN I - TYP. _ VDOT STD. CG-12 IL APT I Z� GN, T / / �� AMENITY /I PAVILION HC-R AMP, TYP v / BN I / CO C FLUSH _ M BN SPACE / 1 TLAND I / 1 _ W./.SIDEWALK, P ��. VV / ITY / I _ __- / SWM/BMP FACIL L uli,,, .{ r _ _ *BN BN coo �' / I I ' \ \ M\AINTENANCE \ o �_ MENT „ * �— VV C'' `� � / EASE l M M I \ r_ A t _ T _ . J n / R I OV P �1C.2 1 _ B W _ I U 5 M vr. #P H) w STREET , �� ._.. 70 NAME SIGN w - I - I #P' I i / PL 3g / i OV w . ;� I l 2 2G3 i� #p I l I V N 1 I I /I PL STOP 1 I SIGN — I /PL II� xJV #P IGN /l - SWM/BMPPE J FOREST/OPEN� LIMSPACE EASEME NT I I / x I QI LOT H-1 / - _ � Vbc JVx R� GE I CO� T - * EA NT, - % — 5,094 SF _ J PL I AC Jvx- #p - SPAN OF I \ - SWM/BMP ---- I ' STREAM PL STA. 20+30.68 STEAMER DR \ Jam"/ FOREST/OPEN STA. 23+79.66 LAZY BRANCH LANE - k SPACE SWM/BMP FACILITY I 1 / / I I JV �ASEMENT MAINTENANCE REFERENCE APPROVED WPO 2018-00017 FOR EROSION & U ASPHALT i#P B TRAIL EASEMENT � / -- �I ' �* \ SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, J ` l p CV, x AND STREAM BUFFER MITIGATION PLAN. N` M cvo / JV ARRY LOT H-2 I - �/- / / / / I \ 36� _ / ^ u � \ / OND B 4,000 SF 1 I T- # PL / �' WETLAND II mco -; PL V� /I I� - I / BLOCK H - _. �-, #P l ;� -�. d ,. / LOT H-3 / _ 4,000 SF PL ON -STREET PARKING BN PSx REQUIRED FOR PARK o � P�) SWM/BMP \ V T I FOREST/OPEN + X x v s� SWM/BMP I CG- TYP CD %; // �p I SPACE EASEMENT PL * BMP H1 i o S FOREST/OPEN I a QF VDO S*S+ CD i SPACE EASEMENT I TYP x (BIO-FILTER) Jv pS LOT H-4 - I PL x x * AA D STREAM 4,624 SF I CD QW AR-_ x I I i ct> D Xi / N JV / JV M / CD / 2 - / / i - _ _ DOG PAR �- SDQB 7c 2F1 / I C. S x 21`3 BN f I 20' DRAINAGE PS PL I c� I J EASEMENT I MATCHLINE - SEE SHEET 59 i i + 0 10, 20' 40' f 80' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_1 H OF' G1 Alan G. Franklin Lic. No. 35326 W T � NAB =w (D < U �Z � Z 0 > < N > LLJ w �U) uj U) � < 0 � L7 � Z O L � J zLLI J \ m 0-J J Q W U) J Q Z L.L ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 -- - -- -- x + x MATCHLINE - EE SHET 56 \ \ LOT J-41 n — — V ' 1 \ SWM/BMP FACILITY Z� w\ - - Jv I 6,102 SF S o QB/ I I \ / MAINTENANCE Q �\ 341— _ - — `I I \ \ \ \ EASEMENT i _ _ X AA 1 (PUBLIC) JV I �► \ \ \ / ` <� NOT REF — - X - - SD JV 20' DRAINAGE SEDI _. 2S1 PS x AND D N - EASEMENT, YP. -3q� I I �\ \ \ 2 -1 �� i A — _ I I QS PR x \\ \� \ - - PACE \ � I 1 A NITY � o S �� � � AMENITY V, 1 \ \ � � � � � �\�� SD SPACE \ \ SWM/BMP \,o ; �; A 2W3-2 FOREST/OPE LOT J-42 1 A S �t SPACE EAS NT 6 102 SF i\ Q \ I h ASP T ! / /' -- - QS �; I AC --- � TRAIL 20' DRAIN \ c — i 1- `3434 \ \ I i ��5— o \ \ \ I \ EASEMENT,\y'P. �`/ GW " ........................... \� \(PUBLIC) -_ 66 S A I CG-9B, TYP I� ' / ` _ VDOT STD. I OT J WPO STREAM A \ ��� — �-o + VDOT STD. L -52* 0 0 o \ V BUFFER A A S �_ * S CG-6, TYP 5,283 SF \ � I O �J ON -STREET PARKING \ - / ';----- REQUIRED FORARK LO — _ _ _ 7 ���Q \ \V A JV x LOT J-43 #► 9 P � \ \ y w L 6,102 SF ) ( W ��� 6' ASPHALT \\ QS + i �� LS 0 0 \ W -..'." \ TRAIL / � W \ \ \ 11 I -- 2W1 ,I JV \ \ \ �' oo W --� z BMP 11 \ + LOT J-51 J (POND) I I I ° ° Jv \ \ ' \� 5,274 SF 2 I I j I I A \ E: 0 10, i 20' 40' ERENCE APPROVED WPO 2018-00017 FOR EROSION & MENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, STREAM BUFFER MITIGATION PLAN. SINGLE FAMILY DETACHED RESIDENCE W/ 2 CAR GARAGE AND 2 APRON SPACES, TYP. 1000 LOT J-44 = \ 6,102 SF to BMP J1 \ (WET SWALE) \ - Q + \ x bu �\ 2X4 1 �,,, LOT J-50* LS+ \ \ - �* s 5,264 SF _ y I s ------- —.�� / / E A /XISTING WOODED AR� JV ---_— \ p0 _i TO BE PRESERVED V LOT J-45 \ _ A 6,667- - S F XJ \ \ 345.7 v _N QS \\ \ / \ -- SD - -- — i - - - I 'S � `s x5 B ` LOT J 49* 5,255 SF JV 000 _ p a� 20 DR E / Q LOT J 46 � EASEMENT, T rr BLOCK JJV - — o — ° -- \ \' '�. \ EASE. , I , 7,232 SF \P%v �z � I AC Ou SD A x B SWM/BMP FOREST/OPEN SPACE EASEMENT / / I JVX \ \\ \ 20' DRAINAGE / 2X3 i ' Q 1 EASEMENT, T P. STREAM I h \ \ - ( / �` COMMUNITY PARK / TO BE DEDICATED TO THE COUNTY OF ALBEMARLE ° JV \ QS QS FOR PUBLIC USE AS A PUBLIC PARK \ \\ \ SD / MAINTENANCE \ \ I // BN + \ V A \ . 2X2 % �, � rn EASEMENT \`� / Q SWM/BMP FACILITY / MAINTENANCE - -- / EASEMENT STREAM EXISTING WOODED AREA TO BE PRESERVED LOT J-47 + I o / 6,667 SF' STREAM ` \ \ � i + \ / ` JV LOT J-48 AS \ \ 5,691 SF QS ° 330 STREAM QS + \ \ QS � \s STREAM WPO STREAM \ MP J2 JV BUFFER — — — _ 6' ASPHALT WETLAND ( ET SWA E) TRAIL O JVX SWM/BMP / i \ 05 _ AR \s FOREST/OPEN SPACE EASEMENT JV Qp I + / SWM/BMP � Is FOREST/OPEN �'- 1 I \ \\ SPACE EASEMENT ; " JV JVx \ — _AMA ITY 1 — — -- I SPACE I EXISTING WOODED AREAk SWM/BMP FACILITY J x \ - ° TO BE PRESERVED I I I \ MAINTENANCE - AS s ` (PUBLIC) EXISTING WOODED AREA � ' ` TO BE PRESERVED I / / / // �\ x / ♦ \ WPO STREAM ` \\ COMMUNITY PARK BUFFER ® 1 I ` / / 1 TO BE DEDICATED TO THE COUNTY OF ALBEMARLE II FOR PUBLIC USE AS A PUBLIC PARK ` ® II I I WETLAND ` / / I x / / V/ I I MATCHLINE - SEE SHEET 60 \ JV x QB + i Is, XJ JV / �J X ♦ x x PA + x AR PA TMP 80-55 GERALD HUGHES RESIDENTIAL DB. 739, P. 579 PS X �O /77 DQ s 4 O + .4f /S S S STA. 22+60.30; 33.50' LEFT = X O CENTER OF CUL DE SAC X �Z MOSSY ROCK ROAD JV 40p VDOT STD. JVX PSX CG-6, TYP HATCHED AREA RESERVED FOR FUTURE RIGHT-OF-WAY JV X` x DEDICATION UPON DEMAND f0F COUNTY S X PS O � m TM 80-55 WILLIA10 CATON RESID NTIAL DB. 2701, P. 749 DB. 171 Z P. 589 m ` o m o m ' ` Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 01\_1 H OF c Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB =w LL� (D < U �Z � Z O � Q N > LLJ w �U) uj U) � < 0 � L7 � Z o L � J zLLI J \ m a_ J J Q W H J Q z L.L ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 PL PL -360 - MATCHLINE - SEE SHEET 57 - -- - l l WPO STRE AM 356 - BUFFER - - _ - / / � WETLAND ` \ 352 PL STREAM - I I I + PL I ° 15 I + COMMUNITY PARK DOGPARK SWM/BMP FACILITY TO BE DEDICATED TO THE COUNTY OF ALBEMARLE MAINTENANCE I I ` S 1 FOR PUBLIC USE AS A PUBLIC PARK EASEMENT (SEE SHEET 69) (PUBLIC) BLOCK J P P DOGPARK \ I I DOG PARK I - AMENITY 6 ASPHALT \ I \ TRAIL — \ SPACE \ PL � I � \ 20' DRAINAC- E L_ \ I + I PL --E-�SEMENT, TYP. ° \ STREAM _ ; � JV \ \ /-i- AMENITY SPACE 56 \ C X CD Cj\ o \ a "�k \ .�' VILLA/TOWNHOUSE-// 2 CAR GARAGE 3, JV AND 2 APRON SPACES, TYP.LINEAR PARK W/ TRAIL / AC o� ° \ X (GUEST PARKING PROVIDEDb LOT)SQ JV \ \ i I Q SWM/BMP \ � S JV \ \ FOREST/OPEN V ��6� _ P\� -2E �� _ \ \ SPACE EASEMENT " � � �% � I \� �� _ Imw AM- - Al2 + _ 1 BMP J3 � � \ CF + / / \ r — \ ;�� PL � (B- IOFILTER) JV � \ /JVX X � LS S � PL ♦ JV ��\ •CF 7.5' TRAIL � � / � / � � � \ � CF -�- / EASEMENT'I #L' \ S ON LOT - / JV 6' ASPHALT i 5 i�`' / - PL — 20' DRAINAGE / / JV GF, -�' + - - X 6' ASPHALT TRAIL J JVX X \ QW + EASEMENT, TYP. // / \ TRAIL JV (PUBucLOT J-33 s PL + 5,198 SF— + B JV JVX AA / / // / /6'ASPHALT X--_—�\_------- ---- / 2 \ S + PL PL X/ / / / TRAIL V /--------------- c) LOTJ-32 ---- / / + S° JV X 4,520 SF / / / / \ X W LOT J-1 T STD.� T7F Pi CG-6, TY / LOT J-31 / / / cn 7,449 SF / * ON-STRE RKING SWM/BMP FACILITY �' 5,198 SF / / REQUIRED FO K / X MAINTENANCE w WL UNDE ' ` / (#P) (2) / \ EASEMENT U) tv / / ♦ PL" � / / / / (PUBLIC) VDOT STDLLJ v # + \ / . LOT J-2 `» CG-9B, T�'P Z / <, / // WETLAND 5,892 SF / \ pLOT J-30 5,198 SF / STREAM U 75 LOT J-3 6,164 SF / PL+ �,�, PL V // / / LOT J-29 / 4,520 SF 20' DRAINAGE EASEMENT, / c TYP. / LOT J-4 / �Np, w (22p l LOT J-28 / EXISTING WOODED AREA INAGE 5,198 SF / 5,582 SF \\ \ pL+ ` '9QT TO BE PRESERVED I / q yVV * PL pCfj4� ✓ 5 TYP., ENT, AMENITY n / LOT J-5 Ue<�D ' 1/Ch/ +,z` ` , SPACE 4,575 SF v� SWM/BMP —� / / / C,4 VDOT STD, ,#P C2 LOT J FOREST/OPEN \ -6 CG-6, TYP \ � SPACE EASEMENT / 4,520 SF ON -STREET PARKING L O REQUIRED FOR PARK i \ 4vx #P 1 WL , ( ) (LOT J-7 / ,�R_! c1 / » / 5,198 SF / / \ ! ' / / \ s P BMP J5 / / w ( PL Z B -FILTER 10 / LOT J-8 ( \ Ac - �� 5,198 SF / PL SPEED � Rq \ + LIMIT SIGN SD �/�� SD �0 - PL JV B1 a\. * — — `� Cc3 _ / \ LOT J-9 / pL + 355.75-- + -- 4 520 SF / ° ° = PL ,_,,, TMP 79-25B ♦ \ / s P ^I ° O _ PL* 2 ROBERT LI VENGOOD � \ / � -- -- + PL PL + LOT J-10 #P.�.� � � � � �� ' � - -_ - � I.� _ ' - - - - - -- RESIDENTIAL / \ # i Ili / \ \ 4,520 SF=- DB. 575, P. 609 W I � r LOT J-11 Is C PL+ \ \ 5,198 SF o s� S \ D S I C / \ � 354.7 ON -STREET PARKING \��C REQUIRED FOR PAR AMENITY SPACE LOT J-12 r SD 1 SF / NOTE. \ -_ Au 5,33LOT J-13 REFERENCE APPROVED WPO 2018-00017 FOR EROSION & \ ' SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, I \ EXISTING WOODED AREA \ 4,449 SF LOT J-14 AND STREAM BUFFER MITIGATION PLAN. - I TO BE PRESERVED \ 4,463 SF � LOT J-15 co WETLAND ,_ � 6,980 SF i p _ 00 �000OO \ _ i - — OOO ° _ - ------------ I OOO°a°O°O' 20' DRAINAGE EASEMENT, TYP. / TMP 79-25C I ° o O ° ° ° ss °O°OOOOOO (PRIVATE) I � / DANIS WILLIAMS 355®.75 SWM/BMP 3 t -- — - / RESIDENTIAL I O O O O O O O O FOREST/OPEN JV LS-�_ / DB. 4207, P. 348 U O O O O O OO SPACE EASEMENT X PS PSX _ _ , I O°OOOO 4 � _ _777— O°O°O°OO/ � PS AA- -- 0000000 x x_ 00000°� V JV QC PS x _ AS + 0 ° coo / TMP 79-26 DONALD RIGGIN I RESIDENTIAL— i DB. 1031, P. 209 SWM/BMP FOREST/OPEN SPACE EASEMENT i I / I i 0 10, 20' 40' 80, Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF G' Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 Ae WPO STREAM BUFFER / /l U ASPHALT BLOCK J // / TRAIL 400' ' COMMUNITY PARK TO BE DEDICATED TO THE COUNTY OF ALBEMARLE MATCHLINE - SEE SHEET 58 FOR PUBLIC USE AS A PUBLIC PARK / / STREAM / I I ® (SEE SHEET 69) lima saw / i EXISTING WOODED AREA / SWM/BMP FOREST/OPEN SPACE EASEMENT o ` co- 0 10' 20' 40' 80' 4,,* T / TO BE PRESERVED / JV S \ II 11 SWM/BMP FACILITY x JV l\ \ \ MAINTENANCE JV 1 1 EASEMENT (PUBLIC) JV AMENITY / / JV I1 6' ASPHALT SPACE /:) _ Jr — -- — ' EXISTING WOODED AREA \ I \ \ \ TRAIL WETLAND / JV x "i_- !� \ TO BE PRESERVED \ I JV JV x i / I AMENITY \ = SPACE x -- — - - // P4 JV / JV / ----\ - \ I �___ \ \ ` \ - - - -- I _- -- \ L0 _ = JVx Jx JV / 35fl _' � � � _ � / \ � ` W JVx / V \ ` W - / / \ \ U) Jx J V - ,1 LOT J-20 \ - _ i \ \ \ LOT J-21 \ \ 9,438 SF \ - U \ \ \ 5,717 SF // \\ / \ LOT J-22 \ \ LOT J-23 \ 5,103 SF \ \\ \ 5,272 SF \ / BM SET ON IF W/ � ' \ LOT J-24 • - - - -- -- '�I' , \ / � \ \ 3�t% • � � GPS ELEV. 359.26 5,198 SF I LOT J-25 \ / ✓ - 4,520 SF -- � - 20' DRAINAGE LOT J-26 EASEMENT, TYP. 4,520 SF \ N +AR LOT J-27 \ 5,198 S — — JV PL STA.36+40.00 PL END LAZY BRANCH LANE i W — tL PL VDOT STD. \ SID CG-96, TYP ON -STREET PARKING W REQUIRED FOR PARK (#P) (2) PL #Pn 0,30C'• 2 REFERENCE APPROVED WPO 2018-00017 FOR EROSION & �P P SE IMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN,— W 40P AND STREAM BUFFER MITIGATION PLAN. PL / ' / \ P \ PL VDOT STD. + * _ ♦ CG-6, TYP L + PL P+ \ PL STA. 35+73.39; 33.50' RIGHT t CENTER OF CUL DE SAC / LOT J-19 � LAZY BRANCH LANE / I \ 5TMP 94-1 ,787 SF �IEDMONT NEIGHBORHOODS LP \ LOT J-18 HATCHED AREA RESERVED / ARESIDENTIAL \ 4,520 SF \ AMENITY FOR FUTURE RIGHT-OF-WAY \ SPACE DE OIN UPON DEMAND / / DB. 4301, P. 211 \ LOT J-17 COUNTY / DB. 4192, P. 124 \ 4,520 SF \ i LOT J-16 / 6,625 SF \\ \ / PS � \ \ x I � VILLA/TOWNHOUSE W/ 2 CAR GARAGE / \ AND 2 APRON SPACES, TYP. I \ / I (GUEST PARKING PROVIDED ON LOT) I I JVx JVx I y ' \ SD PSx + I I PS JVx I AC TMP 80-47 I -nA4 /� PS A Qw BETTY McCLANAHAN I Ps JVx Qs 4 RESIDENTIAL I I x 36$ DB. 1184, P. 718 I I AA + X QP Ls � I JVx 376 I I � I SWM/BMP I AMENITY FOREST/OPEN I SPACE , - SPACE EASEMENT I i II I I I I I - I Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF c Alan G. Franklin Lic. No. 35326 W Fss / o NAB =w (D < U �Z � Z O > Q N > LLJ w �U) 10- uj � < 0 1: 0 U) Of L7 � Z o L � J z L'i J \ m � J J Q W U) J Q Z L.L ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 GENERAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. PLANTING NOTES 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. CULTIVATE SOIL IN - LANDSCAPE AREA TO A MININUM DEPTH OF 12"; TYP. SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF CURB ---\ NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS (1) STAKE & GUY PEF IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER OPTION 1: VERTICAL MULCH LAYER- (AS SPECIFIED) STAKING BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE (2) STAKES & GUYING PER THAN 3' TAPERING UP TO 1" AT TREE COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX TREE. SET STAKES 180' AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) AROUND THE TREE. SET GUYING A MININUM OF X2 THE COMPACT EXCAVATED SOIL HEIGHT OF TREE AND ABOVE _ TO FORM ROOTBALL PIT ON THE LOWEST BRANCHES I 2-3 DOWNHILL SIDE OF FINISHED GRADE -III=III_ -III=III PLANTING AREA 1=III-III PLANTING SOIL MIX 'II-III-III-11 .::.: TRENCH EDGE 'I-III-III.II AROUND . ;.: . REMOVE TOP' % OF BURLAP = AND/OR ALL ON 1=III=III=11 :':.. 11=III=11-_ ENTIRE AREA TO BE III=III=1 III=III= -BIODEGRADABLE PACKAGING AFTER FINAL - III=III=III : . =:' -.' III=III=III-III- I I-1 11=1 MULCHED -III=1 1=1 I F PLACEMENT OF ROOTBALL 11=1 11=1 11=1 I ::::':::.': ;: -III-III-III fy. .,:- 11=1 11=1 III -III 11=1 11=1 -III -III- II I=1 III=III-III-II -11 I -III -III- I I SCARIFY BASE OF PIT. BREAK - - - - -III-III=III-III=III= I z -III-III-III-III=III=III-'' - I I I-III=III=III=III=III- 11=III-III-III III11III = ' III11 1= THROUGH AND LOOSEN ALL =1Ili lll=III=III=III ,III=III=III-III-III=III=III=1I II-III-III-1�'- '�1=III=III=III-IIL-III=IIIIII-_ _ -III=III=III-III-III=III- 1 II_I"- l "'_ ' HARDPAN (REMOVE AS NECESSARY) TO FACILITATE PROPER DRAINAGE RETURN EXCAVATED SOIL AS NEEDED AND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. i� ROOTBALL PITS PREVENT TREE FROM TREE STAKING OPTIONS SETTLING IN FUTURE �IUL_ i I VtA i L wig NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. STAKES ON "HIGH" \ SIDE OF TREE ONLY. a . � o" W o III LO J O: O SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS FINISHED GRADE J-11-111-111- =III=III=1 _ I. REFER TO TREE ROOTBALL PIT DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TREE PLANTING ON SLOPES I 221/2 Ow DIRECTION OF SLOPE z p PLAN ww p w MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE I- MULCHED SECTION NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS TRENCH EDGE A ENTIRE AREA TIC MULCHED REFER TO TREE ROOTBALL PIT DETAIL TREE PLANTING SECTION MULCH LAYER CULTIVATED SOIL SECTION L-001 SECTION, PLAN L-�'�'� SECTION, PLAN .F's, SECTION, PLAN N.T.S. N.T.S. \ . 1', 5 N.T.S. ROW SPACING 12" ROW SPACING UNLESS OTHERWISE AS SPECIFIED NOTED CROWN BED 2-3"; D D O.C. TOP OF ROOTBALL TO BE A SPACING MIN. OF 2" ABOVE FINISHED GRADE MULCH o o ROOTBALL FINISHED GRADE BED WIDTH PLAN �.I II I II I II I II I II I II I II I II 1 II I II I �� ��� ���/���/N���/���/��� �� ����� ; .I I I II I II I II I II I II I II I II I II I II I UNDISTURBED SUBGRADE J CULTIVATE SOIL WITH ROTO-TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE CROWN TOP OF MIN. OF GRADE MULCH FINISHE PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE L PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO-TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION SHRUB PLANTING (SINGLE & DOUBLE ROWS) SECTION, PLAN L-005 N.T,S. PLANTING SOIL MIX PLANTING PROCEDURE (AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. GROUND COVER 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. (AS SPECIFIED ON DRAWING) LAYER OF PLANTING SOIL MIX OVER BED. LEAVE NO ROOTS EXPOSED ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS & MULCH. WATER THOROUGHLY. MULCH LAYER (AS SPECIFIED) 24' (UNLESS OTHERWISE FINISHED EDGE NOTED) TRENCH EDGE (TYP.) %j�//\\/j\/j\/j\%j\%j\/%\/j\//j 1 ,III -III -I I I=1 I I=III=1 I I-1 11=1 I I I I III -III -I 11=1 I I -III -III III I I (- EDGE OF LANDSCAPE AREA, -I I �FII=Tl I -III- PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARD -PAN" CULTIVATE SOIL IN LANDSCAPE AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 12" GOOD PERCULATION & POSITIVE DRAINAGE. GROUNDCOVER PLANTING IN MULCH AND CULTIVATED PLANTING AREA NOTES 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF %2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED X EXCEPT WHERE TREES ARE (- PLANTED = (D - w FINISHED = GRADE REFER TO`"� -III=1 11=1 11=1 11=1 11=1 I I I I I=1 11=1 11=1 11=1 11=1 I I ROOTBALL DETAIL;-"'=III=III=III=III=1 =III=III=III=III-III= TYP. 11 -I I II -I 11=1_I 11-111-111-1 11-1 ( I I I I NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED X EXCEPT WHERE TREES ARE PLANTED = (D w FINISHED = GRADE E I I IE I I I=III-_- 'I Elllll0 I 110 i -n TREE ` J STAKE GALV. WIRE HOSE STAKING ENLARGEMENT -MULCH (AS SPECIFIED ON DWGS.) TREE STAKE GALV. fWIRE HOSE STAKING ENLARGEMENT MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS SECTION NOTE: NOTES: 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. ROW SPACING TYP. 4" TYP. //> J L127, FINISHED ' ' GRADE 1II III lllllll '�-III; TREE (AS SPECIFIED ON DWGS.) 450 TYPICAL STAKING: -III-I1I- 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE '1=IIIIiII 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT REFER TO MIN. OF %2 TREE HEIGHT ROOTBALL DETAIL 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) TREE J 1 �A MASS PLANTING AND STAKING ON SLOPE 7f--STAKE GALV. WIRE CHOSE STAKING ENLARGEMENT TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX. ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX 'C'RINGS PER POST. 1' LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO =IIII=_IIII=_ i FORM ROOTBALL PIT ON IIII=IIII- DOWNHILL SIDE. IIII-III SHRUB PLANTING ON SLOPE IIII=_III II- (SET PLANTS PLUMB) IIII-IIII=IIII-IIII=III III=_IIII-IIII=_IIII-IIII IIII MULCH LAYER (AS SPECIFIED) IIII-IIII-IIII_IIII-IIII II `, ;. =IIII==IIII=_IIII=_IIII=IIII- � - ' IIII_IIII _IIII-I,II=IIII= 24" Ilk PLANTING SOIL MIX =_Ilk =_IIII=IIII=_IIII= (AS SPECIFIED) 11=_IIII-IIII-IIII-IIII IIII 'II=IIII=IIII-IIII-IIII- - TRENCH =IIII-IIII-_IIII=I1 _ = i EDGE =III' =_IIII IIII=IIII=11 (TYP) ADD EXCAVATED SOIL TO BRING TOP IIII-IIII=IIII=IIII OF ROOTBALL TO FINISHED GRADE. 4" MIN. LIGHTLY PRIOR _ TAMP T O O SETTING G ,I=IIII=_ II=IIII= SHRUB TO PREVENT SETTLING. =IIII=III =IIII=IIII-I - -I�II=IIII= '' -IIII=IIII=_IIII= SET TOP OF ROOTBALL - 4„ -IIII=IIII= LEVEL WITH FINISHED GRADE. MI 1 SHRUB PLANTING ON SLOPE 1\�_j DETAIL 01. N.T.S. TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX. ROWS ACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX'C' RINGS PER POST. 1 LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO IIII-IIII= FORM ROOTBALL PIT ON IIII=IIII= DOWNHILL SIDE. -IIII-_III '. IIII- JUNIPER PLANTING ON SLOPE III=_III 11= (SET PLANTS PLUMB) IIII-IIII-InI_IIII-IIII ll" III-IIII=_IIII=_IIII-IIII=_ III MULCH LAYER (AS SPECIFIED) IIII-IIII=IIII=IIII=IIII II <` =IIII-IIII-IIII=_IIII=IIII IIII-IIII- -.III=IIII- 30" PLANTING SOIL MIX 11-IIIIIIII=_IIII-IIII (AS SPECIFIED) 'II=IIII=_IIII=_IIII_1111=_IIII ' II=_IIII=IIII=IIII-IIII- ' ' TRENCH =uiI=IIII=_IIII=IIII 11= EDGE =IIII I111-IIII-11 (TYP) -11111 IIIIII-_(IIII IIIIIIII ADD EXCAVATED SOIL TO BRING TOP -IIII= OF ROOTBALL TO FINISHED GRADE. 4" MIN. TAMP LIGHTLY PRIOR TO SETTING =_IIII= 11=II"11- SHRUB TO PREVENT SETTLING. _1111 ill -IIII-IIII-I - -'11j=IIII_ =IIII=IIII=IIII SET TOP OF ROOTBALL --Till=IIII= LEVEL WITH FINISHED GRADE. 3 1/2" MIN. SHRUB (JUNIPER) PLANTING ON SLOPE N.T.S.N,T.S. SECTION N.T.S. LT.S. DETAIL L-011 N.T.S. FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". PERENNIALS/SHRUBS ROW (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) SLOPE FOR 12" DRAINAGE TRENCH EDGE (TYP.) FINISHED M GRADE I =1 11= ih \\\/ \\\ \\\/ \\\/ \\\\/ \\\\/ \\\\ \\///\/\\/\/\ o //\\/\/\/\\PERENNIAL j�//\/\/////\ \ \ SOIL MIX - _ =_IIII=_IIII=_IIII=_IIII=_IIII=_IIII=_IIII=_IIII= (AS SPECIFIED) II=_IIII=_IIII=_IIII=IIII=_IIII=' -IIII=_IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII=11 In=_IIII=_IIII=_IIII=_IIII=_IIII=IIII=_III' =IIII= -IIII=_IIII=_IIII=_IIII=_IIII=_IIII=_IIII=IIII=11!1= ''I=IIII=IIII=IIII=IIII=IIII=IIII- III=IIII. -IIII=IIII=IIII=IIII=IIII=tlll=lln= - CULTIVATE SOIL WITH ROTOTILLER BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. UNDISTURBED SUBGRADE MASS PERENNIAL BED PLANTING DETAIL L-014 DETAIL L-008 N "F.S, N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com _T H OF Ir,�G' o�� �� . Alan G. Franklin Lic. No. 35326 O 44j, T = Fss / 0 NAL KEY ISSUED: 08-09-19 SCALE: REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 \ \ \ \ \ - ` \\ '\\\ 1 'I \\\ \\\ \ \ \\\ \ \\ /'�, , \I / I I I I !'.I i l I I I - _ \ \-_ --�\ \\ _ �- I \ \ \ \\ \ \ \ - \ -- I=== A� / y/ // L T, I I I\ �" / v v v v v vv A v v v v v v v v v_ �� \\\ \ ( /`� �� I I / / J /- / I v v v vv <- 1\ v v vy __ v \ \ l �_`�� l� �// \ � / \ v - v v y�� I VA vv \ / / A \ \ ( - _ -�_ i' I / \ F __ _ � - v _ vv � -_ / / \ - -' �-""/ ° -'L � `_Ay_ --/� I / A / � I Ivv� v �_� v�v� -- \V v�V----/ �v v - - // / // / / % _ \ ( / / \ \,\ \\ \\ / / / jjj / �- - / / r\ \ \\ \ \� \ - / \ / \ \ - \ / - - _4 b _ / / / < / II � / / / / / / / / / / v v vvv DRAINAGE AREA v v v / / / - / / / \\\ \ \\ / I LIMITS, TYP. / / \ / / i o / f� _ - - ✓ ' /-\_ A° l -� /f _ V \ / / / // / // y� v� v A V� vvv v VA�� I I \ v. / / / _ _ / / \ I / v v v - TIME O __ vv v v� �v I y - / -- / / / / v v \ '�0 � v v v � - v vv v A \ )/ / /_ / / // ° \ \� -`x` / _ \ I / / / / / / \ - CONCENTT�4TION \ I / I j Z \ \\\ \ Drainag Area Table �1 d l _ `' ti - /' - ,- I // / /� / \\ - PAT \\\ _� \\\\ \ \ �/ - - y - --- �� - -- -_ �_ _ - _ / / / , v v v -_- �/ / __- v _ s / r / I I - / - - / - / / / _- - \\ / / \ I � v // / \ , / - X- -� - `(M/P'79D-9 _ - - _ // '/ /�/� l / / / / l I ) ) l / v v v� ✓ / / / i v v \ I - A / r / I,- / - - -' I_-R.- RE( ORY I _ - _ _ - - 7_ _ _ A' - / / / / / / / v �� - vvv \ / /' / f / / - � � _ -- - _ _/ � � __ _ / ( / / / / / I/ I /' �/ v v � / / /`8 / v �� - I �" - x JVIGRUDER ' s_ l /, / // / \M - - - - RESIDENTIAL I I I �' - - l l - / I / l / / / _� / 1 \\ \ \ / l \ \ l �' -- - -- / / --- i /"/ / / //// 1 � /� - I I \ 1 vv v yv� /� v�y y yv 1 \ / /' // - _ // - _ _ i / l / \ - _ E�aORY X QB. 368, P. 17 1 - \ _ _ i / i / / \ / / / - \ \ \ \ / // l \ M-AO�UDER\ /// ,,I /i /lI - � \ _ \- �j�\ �` --� /' / r / / / / l / I I /' �/ ___ I \ \\ \ \\\\ I \ . < TMP 79D-11 - \ - / l l / I - - \ _ \ l l l RESIDEI�'TIAL I / / � 1 /� � I -�-_ _ __ �_� \ / / I lI l/// / / I ,l \ \ / \ - \\. \ R. GREGORY i _ _ - / I ' A. \\ �_?%I-1.75 / / i I I v����v v / __/ / v ✓ / _ _.: / / III � I \ ' / I / 1VIAGRUDER I I - - , - \ '� \ / I / / / \ / / - I TMP 79D 1'9 ` - \ - \ � / l/ l l ll l / \ \- __ - \ / I v Q\ Q_ RESIDENTIAL . / __ v �� vA /�l l / \ / v / \ TMP.79 1 / I f�EGORY \ -,\fl / / ((( / I _ _ �� \ \\\\ _ � i i I /. n 3R 175 I MA -\ I I 1 \ R. G \ / / / // \ I ,R.-GREGORY - - �/ \ `\ � / / - \\ \ \ / I \\ MAGRUDER\ I I I\i G DER TMP 79D-18 \; ' i\ \ ��I\ I \ \ - -00 \\\, / / v� - 11,` 13E DE TIAL / A �\ A VA \ v _ �\ v� / / / / / / ( N \ \\ 1 RESIDENTIAL I \ B` 8, P. 75 O 'OR. GR�GORY / � \ \ \ \ ` _ _ \ \ \ __­_____� \ \ \l I , I ( I A v DB' 368, P\ 17�5 w \y� MAGRUDE \ \ \\\ V A� -- �w �� \ ' \ - - - _ -/ V 6 - - // v _ - - - 1I i I I I v \ RESIDEN AL A \\ \\ \1 v v v __ \ . ,\ \ - \ \ _ / \ c \ \\ \ _ / \ /� h / \ \\ D 68 175 \ \ \ \\ \\�I\�1\\I'� \\\� \\ \\\\ \\_ /- /' ,_ \\ _ / - I \ \� \ I \ v �,�� / I II ��_ 3\ v � 1`� ��� // 7W1P79P�17\\ \ I 'I ,\ \\IAA -� ���w_- yy-,- -v vv �/ ----- _ \ A I __ vv A /\, R. 1GRE ORY III \I I \ _ I ' \ MAGRUb \R I I I � 1 \ \ \ `_\ \\' \ \ _ / I I \\\ \ I) \" v --'� v I I V I v - `_ V vvv �� SID N IA I \A \ \ � I \ I I \ TMP 79D-1 I \\\ \ �, 2 I \ I \\ � / III I \ � I ' ^�_,. v , / ' / ,\ / y I\III I I \\\\' TM 68 1 I / \ - - - - - - MAGRUDER \ / `� '( I I I I I I �l I VVA\\ v ' _� v � , l / _ / /) I I I y A\ yU ,SHIFLET�\� v I--- _, RESIDENTIAL / \ / / I I I I I I \\ \\ RE NTIAL / / ' - Q \ I -- - - - _ DB. 368PP. 175 / -� � - - /'/ I / \ \� i I I�I I I\ yv v v, I I _ \ c - / \/ ^TJVIP D- �/ \ ; I TFi 9�116 I I I I \ \\\\\1 = B. 1414, 81 ;/ \ = \�- I I I -- I � / / v I I I \ I V \ \A; Q - ` \ \ \ \ _ `,I I �� i - - - I � � 1 / �. EGORY v, ' _ - � I qq��6 Y I I VA v � - i � _ _ - -- - - - \ \/ MAG R \ \ / \ / MA R I III I rI \ \�\ I r'r3 `\ - \ _ - , Ii ✓ \ -;' r,' / / RESIDENT C \ _/// // I /o / RE I \ \I I I \ \\o \ I \ `\\\ \\ __ \ / ��'I'I \ II I 1 \ V A / / / / �. D8. 368, P\ 17 /� \ / _ DB. 36 1 X5 \ I \ \ -\ - - / J jQ' - �I II \ .'I 13i\ ,Y`i o. �r� \ \° Ia��I I I I 1\ \ \..�'�F/� \ /\\.. \� \\� -� \\� - - � �" V vI I I I ; - /' \ + vv \ vyv�/ I 1 I I I I IIII I I I v V VI 1 /�/ \ vv - - /\ , F�: QRE�ORS' - - \ X / / / I I I I \ \ / a / \� \ \ \ `\\ \ \ I /: _ - , - - . ----- " - / 'ate I \ ,,MAGRUDER� / / / / \/ / I I \ � 1�: ' / / \ \ --- -� i N -T--- - _ -- - -- - _ v < / / I� / I / W I _ ; - _ I 1 M w � w � I i l � .> � RE�SIDENTI�� � / \� / / / / / I I l ) , �/\ / \ � � l , _ I /:�') 36 - / 3 1 \ � \ \ o / 1111 \ \ \ s \; ..,-t I , , \ \ . � 1 , \ / / e , �\ / _ I I �•\ . I _ , .,. - :\ , ; <, � ,, �' � ..{ � R-� , - - - - \ / I I III s ,,, / � \ r // _ / /I / I \ \ \ : , GREGORy / / I I / \�l \/ I I , \ e R_ - / / / I I I I \ �, I - � v MAGR7DER / /\ \ I \ 0 I r / 1 1 . , . ,RESIDENTIAL / / I \ \ // / �� ` r I I / \ \ / / i / \ D6. 3�8�. 175 / I / / \ \ \� / \ / / , \ \ -- I 1 , - \ J � / l l l / _ \ 1 ,� , \ ` - / / / \ \ \ \, \ \ d \� / / � / / / / l / / I \ \ i I / \� / / / / / / , I \ \\'' / ti �('� / I\ ,\\ �r \ k V / / / / /I - a \\` \ 4' / \Y / \ - V / L 1 \ - , I�\\ \ / \ I y cD / / �I `o I e - \� y o r - i / k." / \ \ / / / / - - - - / \__ \ / \ I I / - ,� \ ,/ i - \ / \ / - \ � / \ / oI / v ,� \ \ I \ / / \\ / y �\ z \, \ / r S\ \ )\ 1 _ \.� \. \ / / \ \ / \ \ / '> \ \ 1 1, \ \ \ v \ - - \ r \ \ 5 \ \ - ,\ V r \1 \\ \ / I - , \ \ \ / \ \ \, \\� \. \ � \ i \ \ I'\\ � .� -t I 1/)/ \1/''I ) / - / � \ / _ \ `� l ',_, \ / \ / y \ \ ' \ % % \ - ) \ \ / \ /\ - ' / / i ',I i', \ \ J / I \ ^ \ x\ / ,, I / �\ , \ \, \ l _ // / \ / / \\\ \ peep° r /I\/ f\ 'a �% \ \ , V% / / / \ -\ `�` - - /\ I� i/ _--_ V / I ,/ I ID Drainage Area Ac c tc rains. 2A3 0.41 0.68 5.00 2A2 0.40 0.75 5.00 2133 1 0.31 0.68 5.00 2132 0.12 0.85 5.00 2C4 0.27 0.77 5.00 2C3 0.42 0.77 5.00 2C2 0.24 0.77 5.00 2C2-1 0.29 0.77 5.00 2D3 0.34 0.77 5.00 2D2 0.09 0.85 5.00 2E3 1 0.17 0.68 5.00 2E2 0.10 0.85 5.00 3F3 0.24 0.77 5.00 2F2 0.09 0.85 5.00 2G3 0.13 0.72 1 5.00 2G2 0.00 0.001 5.00 2H3 0.17 0.85 5.00 21­12 O.15 0.85 5.00 A2-3 0.25 0.72 5.00 A2-2 0.23 0.55 5.00 A2-1 0.15 0.85 5.00 A4-2 0.11 0.80 5.00 A4-1 0.14 0.77 5.00 A4 0.24 0.77 5.00 A3 0.14 0.77 5.00 A2 0.12 0.77 5.00 213 0.04 0.951 5.00 212 0.08 0.90 5.00 2J8-1 0.07 0.85 5.00 2J3-1 0.18 0.80 5.00 2J9 0.32 0.80 5.00 2J8 0.00 0.00 5.00 2J7 0.00 0.00 5.00 2J6 0.18 0.72 5.00 2J5 0.53 0.77 5.00 2J4 0.15 0.80 5.00 2J3 0.15 0.77 5.00 2J2 0.09 0.85 5.00 2K6 0.03 0.90 5.00 2K5 0.03 0.90 5.00 2K4 0.06 0.90 5.00 2K3 0.06 0.90 5.00 21<2 0.06 0.90 5.00 21_7 0.03 0.90 5.00 21_6 0.03 0.90 5.00 21_5 0.06 0.90 5.00 21_4 0.00 0.00 5.00 ___ 0.0_ 0.90 5.00 2 L2 0.06 0. 90 5.00 2M6-1 0.65 0.68 5.00 2M3-1 0.56 0.59 5.00 2 M2-2 1 0.13 0.68 5.00 2M2-1 0.16 0.68 5.00 2M13 0.13 0.85 5.00 2M12 0.31 0.85 5.00 21V111 0.06 0.85 5.00 2M10 0.01 0.72 5.00 2M9 0.05 0.85 5.00 21B 0.20 0.72 5.00 2M7 - -1 0.68 5.00 2M6 0.13 0.77 5.00 2M5 0.12 0.65 5.00 2M4 I 0.05 0.72 5.00 2M3 0.26 0.77 5.00 2M2 0.00 0.00 5.00 AA5 0.36 0.50 6.50 AA3 1.77 0.40 7.21 Drainage Area Table - Cont. ID Drainage Area (kj c tc imins. 2N2 0.18 0.72 5.00 2N1 0.17 0.77 5.00 204 0.13 0.80 5.00 203 0.16 0.72 5.00 202 0.14 0.72 5.00 201 0.14 0.72 5.00 2P2 0.18 0.68 5.00 2P1 1 0.12 0.68 5.00 2Q1-1 0.45 0.68 5.00 2Q4 7.00 0.55 17.00 2Q3 0.00 0.77 5.00 2Q2 0.14 0.68 5.00 2Q 1 1 0.15 0.77 5.00 2R3 0.05 0.55 5.00 2R1-1 0.20 0.77 5.00 2R2 0.16 0.77 8.00 2R1 0.39 0.77 5.00 2S16 0.39 0.77 5.00 2S15 0.12 0.77 5.00 2S 14 0.26 0.77 5.00 2S 13 0.14 0.77 5.00 2S12 0.00 0.00 5.00 2S11 0.08 0.80 5.00 2S10 0.17 0.68 5.00 2S9 0.20 0.63 5.00 2S8 0.17 0.63 5.00 2S7 0.18 0.63 5.00 2S6 0.19 0.68 5.00 2S5 0.11 0.72 5.00 2S4 0.09 0.85 5.00 2S3 0. - 0.80 5.00 2S2 0.00 0.00 5.00 2T2 0.09 0.85 5.00 2U8 0.39 0.40 5.00 21-17 0.86 0.40 5.00 21.16 0.00 0.00 5.00 21-15 0.44 0.63 5.00 21-14 0.86 0.68 5.00 21-13 0.26 0.72 5.00 21-12 1 0.32 0.80 5.00 2V5-1 0.43 0.65 5.00 2V6 0.15 0.72 5.00 2V5 0.25 0.68 5.00 2V4 0.17 0.77 5.00 2V3 1 0.14 0.80 5.00 2V2 0.06 0.77 5.00 2 W 3-2 3.21 0.45 13.00 _ - . _ _ 158 5.00 2W5 0.45 0.70 5.00 2W4 1 0.12 0.77 5.00 2W3 0.10 0.77 5.00 2W2 0.00 0.77 5.00 2X5-2 1.40 0.40 13.10 2X5-1 0.25 0.72 5.00 2X5-13 1 0.70 0.59 5.00 2X4-1 0.13 0.80 5.00 2X- . _ .. - 0.80 5.00 2X6 0.16 0.77 5.00 2X5 0.19 0.77 5.00 2X4 I 0.10 0.80 5.00 2X3 0.00 0.00 5.00 2X2 0.00 0.00 5.00 2Z1 0.80 0.59 5.00 CC3 0.41 0.50 7.00 CC2 0.66 0.45 7.58 13132 T 0.24 0.77 5. 00 \ a\ , I \ - ' I I / I I -/ i \ \ \ \ \ r l fl \ _ \ \ 11 11 ---�J / / � / / / / -3 i A \ TTMP 30A 58,4 A'''.'W__ _� \ � � v A \ \\ - /�� 5 \ U zl� - \/ /\, \ \ ® \�\ >/ y _ / // / / Z "I/ / �/ �12- MA _ SZ�N �F\ \\ /- \ \\II1�1 � i�YBESS'�JOHID ��_ I ./ / WATER `� `v I I , . ; , z // / - / , / v F�F�SI DENTIAL \ \ v A I \\I \ III } �'�' '�� \�%,- 1 I � / / // v�6. 5�8, P.��'-, A °� - VA \\ -- - / / / I / /ej,2 I A �, �/ TANK / I _�� I / , - �,� --- v y y y vv , II z \ , A \ \ A �' > , �, -- - - / / TMP 8D - 2 / / /' / / I A v v o, w� A ,� v / \ �, > RWAN/-WYE�TMENT� / _ - �/ A / / ;,/ _ / -/\ __ ��j _ _„ - \�111'1,�AT`\' /` ,_ \�_ � / / RES DENTIAL -- / � / r � `v �`c_ / / - \ � -- y/�'\ x �� / / - - / __ - 1, v v I I �� � / DB. 3,64 P. 400-409 / v � -- `� - - - /7 I / - - - �� "/� ' I y � � � oy / - v �..� r ., \ - D�.53 , P. 594 / v , a__'_'� '1 v� \ I K\`� � /, v � S fi j A , : A i - / / / / / - - v A A V 'r . -1 ( \ \ / ✓' / / \ " -1 �A y, ..\ \may _ `. - - - / \ V /' , v y v _ v t v / / / / / / v _ - V A / yV o \ �, ,,',y � v- k vvvv //W�­\'vI vv /� / - / / / / t . _ o \ v / v \ \ �� \ \ v v v y / / _ / - ��%\1 l \ -_ Q�A� C�I'll �, ( \ .__� -- ,-r- , A A \I Av VA a ! / , . a , >� , 1. �..��� ! � - / - / /i/ - ��S G�c 5 E� v A A v A��� \ \, yv �i I / / / v - -, I \ v o\v \ \ ` v A 1V \ \\ v kvvA�v / F., I v y , v I y \ / ✓ - I l _ - _ - / / - / - RESIDENTIAL \ \ 0 vv ❑\V A / "F I o \ _� \ \� • \ Z �, � � � ; / / � \ `�. � \ \ I \ \ / � 1 � 11 I /I I ! I - / "�' / / �/ / / / \ � �. �81�1, P.�505 , \ \ ( 1 \ \ \ /�/ J) / l / A ' I I v o A y A \ / / / h, v L % - � '_ )/ - / . / / / / / // 1 - \ /TMP 80-5 � / tiF� - / i �'' - - V , ' , l vy / V DRAINAGE AF�EA� / - / / v A I / / /� /_/ _ � r \ ` \ v 1 I \ \ `„ `v / / % v , / I v -- / / / / \ /v / , V// __ ¢ ' v v - JAMES RICE / / ' \ > - - _ r \ \ / I / / �II( �l \ �A I CI . �'� / /' / / / - - /� vv % v = - v yv // A rl v / / / / j RESICIENTIAL / \ ;I I C \ - / - / I C \\ ( '� e�® 1 ___ \ - / / / /�' / / _/' DB.3�98 (.409 , \ ITS T \ - / \ 1��. i; �% ,�' 1 \,;_ - _ / \ , /./ f/ \ \ \ // ll/ I I I \ �- _ -- -,/ i / / / i / / / , \ \ ��� , CS. 3d�36, Pi �1, , /,.. } \ / ! ? �I / / ✓ --=-- ". ( _ - . F \ ,, / / \ �, \\ \ \\ / �I III I / I II - \ --. - - - - - - - i / / i / / / I I I ) \ 1 \ \ ' ' { 1 I - \ r �, \ - / , ) .",- \ / I I I / / I / / ` / \ _ 1 DB. 568 P. 608 r / / vv \ v - / / / I -� \ \ , _\_ , / / v / 7 _�� _ - \\i , / v -- / / / / / I / ,v / / , / \ v A / /% l/ X � i; l I / v /�/ y vvAI \ j l , -1 _ - � \ \ \ - - - - _ / / / /' / / /� / / , I - - / / / , /�, r o v sv A �. VA - v / ✓ VA v v A / /l' / Ifs I II/ \ \ - - --- iV - / / / / - \ I T �V-�4.�i ///�� - / / / /// �_ ,� v v / (-✓ i A - v / --/- / O v v / / ' I / I 1 I �� \ \ - / / / / / c A I / , / Y ��i / vy \ �" ;` v / v, v vim- �y � A /l / � I ' 1p I � I 1 1 � �� v - - - - - / TMF' 80�� I � C SGIR VE,� ___, /� - % /--- I, v y A / (,' 1� \ %. / / v v°v vv �� /�/ ) //� �l I I I / V � - - - - - - _ �- -_- / / // / / I \ /i -�' � - // I __ / v v A V / _ �� vw vv - //// / A I / / / I I vv RES DEN IAY� v A / , L\ \ / \/ - - /l l l . \\ \� \ \� //r / / 1 j I / _ \ - - - - - - / I I \ i / I / ,_ _DB. 3998, P. 4 9 \ T / /r - A Y V Ate,_ '�/ , I I I/ / \ 1 A - / l �s . \ / ❑ - - - / �_y _o �- ---- / / y v��y \' / / i TIME OF / / / I v \ L�Q �701, P. 6 2 v I y - l/ v \ _ _ -- - _� - ----- I \ � v �i , \ A / �� ✓ o ° o°o oo°' y - - -- -----_ / - _ _ t : /s CONCENTRATION - / I I i - A \ / - DB. 354 - 399 „' _ _ _I / i v \ � TAMP 79 258 v v '� `� I \ .'o�oao�o�°° � - � - / - - - v � � - / - /'\ v , � /' I I �, ; / / I / \_- - - _ - P. -- /v�- , �i y % v � � - O ERT L VE GOD v �, J �L ��;-ter-- I � PATH, TY V \ � � � //�;>\ i _ \\ _ / / / �' \v x 'RESIDENTIAL I �� --' %,' -_ - --_' _ =- I \ i --� - -'\ -f l _ A 'v / - - ;% v / II � J _ - - I ;. / \ _ �y� _ I �' v\ / / /� v v - / / __ - .l _ A ''� _ - - I 'r / v I / :. 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Franklin _�o Lic. No. 35326 , , C)\. -0N A L ��h/ Fa', =(� a U, Q Z Y (D C) O = � J J > >_ N > Z W � Q O 0- z w 0� J O z < ui J \ m � J J _ a w�__ �y U) J Q Z L.L ISSUED: 08-09-19 SCALE: 1" =100' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 PIPE DESIGN TABLE PIPE DESIGN TABLE INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) n = 0.025 for CMP n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe L n 01 w U) ` �5 c 0 Lu Pa) co co C "16 0 Q ca (u U U E Ili c U -a (0 0 CU E U Fa) ff C 0 a) E H t. = = C ('1 � C o _ C3 i � C O > > � � v N w F In_ ° pC 3.3. > � � v C _ U Y) C' E m C a) CL U C E ° 0 0 U w Nj M U� �:E = LL (n Q0 � ° i > > 3 LL W -NI: ` m E Of Pipe run: 2A 2A3 I 2A2 1 0.41 1 0.68 1 0.279 1 0.279 1 5.00 1 6.67 1 1.86 1 1.86 1 352.32 1 352.07 1 33.75 1 0.013 1 0.74 1 15 1 5.56 1 4.10 1 0.14 2A2 I 2A1 1 0.40 1 0.75 1 0.300 1 0.579 1 5.14 1 6.62 1 1.99 1 3.83 1 351.97 1 351.50 1 62.15 1 0.013 1 0.76 1 15 1 5.62 1 4.90 1 0.21 Pipe run: 213 2B3 I 2132 1 0.31 1 0.68 1 0.211 1 0.211 1 5.00 1 6.67 1 1.41 1 1.41 1 351.75 1 351.50 1 33.84 1 0.013 1 0.74 1 15 1 5.55 1 3.90 1 0.14 2132 I 2B1 1 0.12 1 0.85 1 0.102 1 0.313 1 5.14 1 6.62 1 0.67 1 2.07 1 351.40 1 351.30 1 14.34 1 0.013 1 0.70 1 15 1 5.39 1 4.00 1 0.06 Pipe run: 2C 2C2-1 I 2C2 1 0.29 1 0.77 1 0.223 1 0.223 1 5.00 1 6.67 1 1 A9 1 1.49 1 350.28 1 349.47 1 43.36 1 0.013 1 1.87 1 15 1 8.83 1 5.00 1 0.14 2C4 2C3 0.27 0.77 0.208 0.208 5.00 6.67 1.39 1.39 350.40 349.83 79.13 0.013 0.72 15 5.48 3.80 0.35 2C3 2C2 0.18 0.77 1 0.139 0.347 1 5.00 6.67 0.92 2.31 349.73 349.47 34.16 0.013 0.76 15 5.64 4.50 1 0.13 2C2 2C1 0.24 0.77 0.185 0.755 1 5.13 6.62 1 1.22 5.00 349.37 348.00 1 91.42 0.013 1 1.50 18 1 12.86 5.10 1 0.30 Pipe run: 2D 2D3 I 2D2 1 0.34 1 0.77 1 0.262 1 0.262 1 5.00 1 6.67 1 1.75 1 1.75 1 353.11 1 352.84 1 36.32 1 0.013 1 0.74 1 15 1 5.57 1 4.00 1 0.15 2D2 I 2D1 1 0.09 1 0.85 1 0.077 1 0.338 1 5.15 1 6.62 1 0.51 1 2.24 1 352.74 1 352.20 1 32.77 1 0.013 1 1.65 1 15 1 8.29 1 5.80 1 0.09 Pipe run: 2E 2E3 I 2E2 1 0.17 1 0.68 1 0.116 1 0.116 1 5.00 1 6.67 1 0.77 1 0.77 1 353.41 1 352.75 1 43.20 1 0.013 1 1.53 1 15 1 7.98 1 4.50 1 0.16 2E2 I 2E1 I 0.10 1 0.85 1 0.085 1 0.201 1 5.16 1 6.61 1 0.56 1 1.33 1 352.65 1 352.20 1 54.00 1 0.013 1 0.83 1 15 1 5.90 1 3.90 1 0.23 Pipe run: 2F 2F3 I 2F2 1 0.24 1 0.77 1 0.185 1 0.185 1 5.00 1 6.67 1 1.23 1 1.23 1 359.46 1 359.10 1 35.96 1 0.013 1 1.00 1 15 1 6.46 1 3.90 1 0.15 2F2 I 2F1 1 0.09 1 0.85 1 0.077 1 0.261 1 5.15 1 6.61 1 0.51 1 1.73 1 359.00 1 357.00 1 114.54 1 0.013 1 1.75 1 15 1 8.54 1 5.50 1 0.35 Pipe run: 2G 2G3 I 2G2 1 0.13 1 0.72 1 0.094 1 0.094 1 5.00 1 6.67 1 0.62 1 0.62 1 358.97 1 357.54 1 184.85 1 0.013 1 0.77 1 15 1 5.68 1 2.60 1 1.18 2G2 I 2G1 I 0.00 I 0.00 I 0.000 1 0.094 1 6.18 1 6.29 1 0.00 1 0.59 1 357.44 1 357.00 1 58.00 1 0.013 1 0.76 1 15 1 5.63 1 3.00 1 0.32 Pipe run: 2H 21­12 I 21­11 1 0.17 1 0.85 1 0.145 1 0.145 1 5.00 1 6.67 1 0.96 1 0.96 1 351.70 1 351.30 1 33.86 1 0.013 1 1.18 1 15 1 7.02 1 3.00 1 0.19 2H1 I A2 1 0.15 1 0.85 1 0.128 1 0.272 1 5.19 1 6.60 1 0.84 1 1.80 1 351.20 1 350.16 1 71.78 1 0.013 1 1.45 1 15 1 7.78 1 5.30 1 0.23 Pipe run: A2 A2-3 A2-2 0.25 0.72 0.180 0.180 5.00 6.67 1.20 1.20 357.24 355.46 94.00 0.013 1.89 15 8.89 5.00 0.31 A2-2 A2-1 0.23 0.55 0.127 0.307 5.31 6.56 0.83 2.01 355.36 354.76 35.94 0.013 1.67 15 8.35 5.30 0.11 A2-1 A2 0.15 0.85 0.128 0.434 5.43 6.53 0.83 2.83 354.66 351.83 184.38 0.013 1.53 15 8.00 7.10 0.43 Pipe run: A4 A4-2 A4-1 0.11 0.80 0.088 0.088 5.00 6.67 0.59 0.59 353.75 353.45 40.58 0.013 0.74 15 5.55 2.90 0.23 A4-1 A4 0.14 0.77 0.108 0.196 5.23 6.59 0.71 1.29 353.35 352.98 41.20 0.013 0.90 15 6.12 4.06 0.17 A4 A3 (EX) 0.22 0.77 0.169 0.365 5.40 6.53 1.11 31.34 352.88 350.80 81.52 0.013 2.55 24 36.14 12.87 0.11 add 28.95 cfs from Phase 1 A3 (E?) A2 0.14 0.77 0.108 0.473 5.51 6.50 0.70 32.02 350.60 350.16 33.83 0.013 1.30 30 46.78 9.60 0.06 A2 A 1 0.12 0.77 0.092 1.271 5.57 6.48 0.60 37.19 350.06 348.50 128.70 0.013 1.21 36 73.43 10.50 0.20 Pipe run: 21 213 1 212 1 0.04 1 0.95 1 0.038 1 0.038 1 5.00 1 6.67 1 0.25 1 0.25 1 357.90 1 356.80 1 142.96 1 0.013 1 0.77 1 15 1 5.67 1 2.30 1 1.04 212 1 211 1 0.08 1 0.90 1 0.072 1 0.110 1 6.04 1 6.34 1 0.46 1 0.70 1 356.70 1 356.50 1 21.98 1 0.013 1 0.91 1 15 1 6.16 1 3.40 1 0.11 Pipe run: 2J 2J3-1 2J3 0.18 0.80 0.144 0.144 5.00 6.67 0.96 0.96 356.55 355.70 38.00 0.013 2.24 15 9.66 4.90 0.13 2J8 2J7 0.39 0.82 0.320 0.320 5.00 6.67 2.13 2.13 366.37 364.90 167.80 0.013 0.88 15 6.05 4.00 0.70 2J7 2J6 0.00 0.00 0.000 0.320 5.70 6.44 0.00 2.06 364.80 363.42 127.10 0.013 1.09 15 6.73 4.90 0.43 2J6 2J5 0.18 0.72 0.130 0.449 6.13 6.31 0.82 2.84 363.32 361.76 89.00 0.013 1.75 15 8.55 6.24 0.24 2J5 2J4 0.23 0.77 0.177 0.627 6.37 6.24 1.11 3.91 361.66 355.40 160.96 0.013 3.89 15 12.74 9.10 0.29 2J4 2J3 0.53 0.80 0.424 1.051 6.66 6.16 2.61 6.47 355.30 353.25 65.74 0.013 3.12 15 11.41 9.60 0.11 2J3 2J2 0.15 0.77 0.116 1.310 6.78 6.13 0.71 8.02 353.15 352.75 40.68 0.013 0.98 18 10.42 6.50 0.10 2J2 2J1 0.09 0.85 0.077 1.387 6.88 6.10 0.47 8.45 352.65 352.30 36.95 0.013 0.95 18 10.22 6.50 0.09 Pipe run: 2K 21<6 21<5 0.03 0.90 0.027 0.027 5.00 6.67 0.18 0.18 367.80 366.48 132.48 0.013 1.00 15 6.45 2.50 0.88 2K5 21<4 0.03 0.90 0.027 0.054 5.88 6.38 0.17 0.34 366.38 365.38 103.05 0.013 0.97 15 6.36 3.00 0.57 2K4 21<3 0.06 0.90 0.054 0.108 6.46 6.22 0.34 0.67 365.28 363.48 181.72 0.013 0.99 15 6.43 3.70 0.82 2K3 2K2 0.06 0.90 0.054 0.162 7.27 5.99 0.32 0.97 363.38 359.40 159.48 0.013 2.50 15 10.20 5.60 0.47 2K2 2K1 0.06 1 0.90 0.054 1 0.216 1 7.75 5.87 0.32 1 1.27 1 359.30 358.50 22.63 0.013 3.54 1 15 12.15 1 6.90 0.05 Pipe run: 2L 21_7 21_5 0.03 0.90 0.027 0.027 5.00 6.67 0.18 0.18 380.80 379.40 132.49 0.013 1.06 15 6.64 2.60 0.85 21_6 21_5 0.03 0.90 0.027 0.054 5.85 6.39 0.17 0.35 380.80 379.40 132.49 0.013 1.06 15 6.64 2.60 0.85 21_5 2L4 0.06 0.90 0.054 0.108 6.70 6.15 0.33 0.66 379.30 375.90 142.75 0.013 2.38 15 9.97 5.10 0.47 21_4 2L3 0.00 0.90 0.000 0.108 7.17 6.02 0.00 0.65 375.80 365.90 164.60 0.013 6.01 15 15.84 6.90 0.40 21_3 I 21_2 1 0.06 1 0.90 1 0.054 1 0.162 1 7.56 1 5.92 1 0.32 1 0.96 1 365.80 1 359.90 1 131.96 1 0.013 1 4.47 1 15 1 13.66 1 7.01 1 0.31 21_2 I 2L1 1 0.06 1 0.90 1 0.054 1 0.216 1 7.88 1 5.84 1 0.32 1 1.26 1 359.80 1 359.00 1 23.25 1 0.013 1 3.44 1 15 1 11.98 1 6.91 1 0.06 Pipe run: 2M 2Z1 1 2M6 1 0.80 1 0.59 1 0.472 1 0.472 1 5.00 1 6.67 1 3.15 1 3.15 1 354.75 1 353.35 1 30.58 1 0.013 1 4.58 1 15 1 13.82 1 9.10 1 0.06 2M6-1 I 2M6 1 0.65 1 0.68 1 0.442 1 0.442 1 5.00 1 6.67 1 2.95 1 2.95 1 352.60 1 351.25 1 56A4 1 0.013 1 2.39 1 15 1 9.99 1 6.60 1 0.14 2M3-1 I 2M3 1 0.56 1 0.59 1 0.330 1 0.330 1 5.00 1 6.67 1 2.20 1 2.20 1 349.75 1 348.87 1 21.42 1 0.013 1 4.11 1 15 1 13.09 1 8.30 1 0.04 2M2-2 I 2M2-1 1 0.13 1 0.68 1 0.088 1 0.088 1 5.00 1 6.67 1 0.59 1 0.59 1 348.19 1 347.66 1 44.46 1 0.013 1 1.19 1 15 7.05 3.50 0.21 2M2-1 I 2M2 1 0.16 1 0.68 1 0.109 1 0.197 1 5.21 1 6.60 1 0.72 1 1.30 1 347.56 1 344.75 1 33.87 1 0.013 1 8.30 1 15 1 18.61 1 8.77 1 0.06 2M13 2M12 0.13 0.85 0.111 0.111 5.00 6.67 0.74 0.74 367.12 365.57 38.84 0.013 3.99 15 12.90 5.70 0.11 2M12 2M11 0.31 0.85 0.264 0.374 5.11 6.63 1.75 2.48 365.47 362.01 50.08 0.013 6.91 15 16.98 9.80 0.09 2M11 2M10 0.06 0.85 0.051 4.792 17.23 4.27 0.22 20.44 360.06 359.61 31.84 0.013 1.41 24 26.89 7.90 0.07 2M10 2M9 0.01 0.72 0.007 5.003 17.30 4.26 0.03 21.30 359.51 358.73 53.98 0.013 1.44 24 27.19 9.70 0.09 2M9 2M6 0.05 1 0.85 1 0.043 5.045 17.39 1 4.25 0.18 1 21.43 357.63 1 355.46 145.42 1 0.013 1.49 1 24 27.63 1 9.70 0.25 2MB 2M7 0.20 0.72 0.144 5.189 17.64 4.22 0.61 21.89 355.36 353.66 118.00 0.013 1.44 24 27.15 9.60 0.20 2M7 2W 0.41 0.68 0.279 5.468 17.84 4.19 1.17 22.94 353.56 352.60 69.71 0.013 1.38 24 26.55 9.80 0.12 2M6 2M5 0.13 0.77 0.100 6.482 17.96 4.18 0.42 27.11 350.50 350.10 32.16 0.013 1.24 30 45.74 9.70 0.06 2M5 2M4 0.12 0.65 0.078 7.186 18.02 4.18 0.33 30.01 350.00 349.31 70.92 0.013 0.97 30 40.46 9.10 0.13 2M4 I 2M3 1 0.05 0.72 0.036 7.222 18.15 4.16 0.15 30.05 349.21 347.72 148.76 0.013 1.00 30 41.05 9.10 0.27 2W2W0.26 1 0.77 1 0.200 1 7.753 1 18.42 1 4.13 0.83 1 32.03 347.62 1 346.43 1 119.29 1 0.013 1 1.00 1 30 1 40.97 1 9.30 0.21 2M2 I 2M1 I 0.00 I 0.00 I 0.000 1 8.211 1 18.63 1 4.11 1 0.00 1 33.73 343.50 1 342.00 1 130.53 1 0.013 1 1.15 1 30 1 43.97 1 9.90 1 0.22 Pipe run: N2 21\12 2N1 0.18 1 0.72 1 0.130 1 0.130 1 5.00 1 6.67 1 0.86 0.86 1 349.14 1 347.23 1 41.91 1 0.013 1 4.56 1 15 13.79 6.00 0.12 2N1 2M2 1 0.17 1 0.77 1 0.131 1 0.261 1 5.12 1 6.63 1 0.87 1 1.73 1 347.13 1 344.75 1 33.65 1 0.013 1 7.07 1 15 1 17.18 1 9.30 1 0.06 Pipe run: 20 204 203 0.13 0.80 0.104 0.104 5.00 6.67 0.69 0.69 360.18 359.22 36.38 0.013 2.64 15 10.49 4.80 0.13 203 202 0.16 0.72 0.115 0.219 5.13 6.62 0.76 1.45 359.12 353.63 126.25 0.013 4.35 15 13.47 7.20 0.29 202 201 0.14 0.72 0.101 0.205 5.13 6.62 0.67 1.36 353.53 352.04 98.13 0.013 1.52 15 7.96 4.80 0.34 201 2M5 0.14 0.72 0.101 0.626 5.42 6.53 0.66 4.09 351.94 351.25 41.83 0.013 1.65 15 8.30 6.70 0.10 Pipe run: 2P P2 I ZP1 1 0.18 1 0.68 1 0.122 1 0.122 1 5.00 1 6.67 1 0.82 1 0.82 1 365.38 1 363.81 1 61.92 1 0.013 1 2.54 1 15 1 10.29 1 5.00 1 0.21 2P1 I 2M10 1 0.12 1 0.68 1 0.082 1 0.204 1 5.21 1 6.60 1 0.54 1 1.35 1 363.71 1 359.61 1 82.23 1 0.013 1 4.99 1 15 1 14.42 1 7.50 1 0.18 Pipe run: 2Q ZQ1-1 I ZQ1 1 0.45 1 0.68 1 0.306 1 0.306 1 5.00 1 6.67 1 2.04 1 2.04 1 364.87 1 364.31 1 46.36 1 0.013 1 1.21 1 15 1 7.10 1 5.00 1 0.15 2Q4 2Q3 7.00 0.55 3.850 3.850 17.00 4.29 16.52 16.52 367.15 366.70 30.28 0.013 1.49 24 27.58 9.20 0.05 2Q3 2Q2 0.00 0.77 0.000 3.850 17.05 4.29 0.00 16.50 366.60 365.10 99.00 0.013 1.52 24 27.85 9.30 0.18 2Q2 2Q1 0.14 0.68 0.095 3.945 17.23 4.26 0.41 16.83 365.00 364.47 35.44 0.013 1.50 24 27.66 9.20 0.06 2Q1 2M11 0.15 0.77 0.116 4.367 17.30 4.26 0.49 18.59 362.50 361.26 82.46 0.013 1.50 24 27.74 9.50 0.14 Pipe run: 2R 2R1-1 I 2R1 1 0.20 1 0.77 1 0.154 1 0.154 1 5.00 1 6.67 1 1.03 1 1.03 1 363.62 1 363.08 1 35.83 1 0.013 1 1.51 1 15 1 7.93 1 4.76 1 0.13 2R3 I 2R2 1 0.05 1 0.55 1 0.028 1 0.028 1 5.00 1 6.67 1 0.18 1 0.18 1 364.75 1 363.90 1 24.00 1 0.013 1 3.54 1 15 1 12.16 1 3.60 1 0.11 2R2 I 2R1 1 0.16 1 0.77 1 0.123 1 0.151 1 8.00 1 5.81 1 0.72 1 0.88 1 363.80 1 363.08 1 50.13 1 0.013 1 1.44 1 15 1 7.74 1 4.20 1 0.20 2R1 I 2S13 1 0.39 1 0.77 1 0.300 1 0.605 1 8.20 1 5.76 1 1.73 1 3.49 1 362.98 1 362.66 1 32.16 1 0.013 1 1.00 1 15 1 6.44 1 5.40 1 0.10 Pipe run: 2T 2T2 I 2T1 1 0.09 1 0.85 1 0.077 1 0.077 1 5.00 1 6.67 1 0.51 1 0.51 1 353.75 1 353.00 1 25.50 1 0.013 1 2.94 1 15 1 11.08 1 4.50 1 0.09 Pipe run: 2S 2S16 2S15 0.39 0.77 0.300 0.300 7.00 6.07 1.82 1.82 375.66 371.17 66.34 0.013 6.77 15 16.81 9.00 0.12 2S15 2S14 0.12 0.77 0.092 0.393 7.12 6.03 0.56 2.37 371.07 369.90 37.35 0.013 3.13 15 11.43 7.30 0.09 2S14 2S13 0.26 0.77 0.200 0.593 7.21 6.01 1.20 3.56 368.05 364.56 215.25 0.013 1.62 15 8.23 6.50 0.55 2S13 2S12 0.14 0.77 0.108 1.306 7.76 5.87 0.63 7.66 362.56 361.52 53.85 0.013 1.93 18 14.60 8.40 0.11 2S12 2S11 0.00 0.00 0.000 1.306 7.87 5.84 0.00 7.63 361.42 360.13 46.83 0.013 2.75 18 17.43 9.54 0.08 2S11 2S10 0.08 0.80 0.064 1.370 7.95 5.82 0.37 7.98 360.03 356.70 149.65 0.013 2.23 18 15.67 8.86 0.28 2S10 2S9 0.17 0.68 0.116 1.485 8.23 5.76 0.67 8.55 356.60 353.59 100.88 0.013 2.98 18 18.14 9.90 0.17 2S9 2S8 0.20 0.63 0.126 1.611 8.40 5.72 0.72 9.21 353.49 350.13 131.44 0.013 2.56 18 16.79 9.60 0.23 2S8 2S7 0.17 0.63 0.107 1.718 8.63 5.66 0.61 9.73 350.03 347.43 103.74 0.013 2.51 18 16.63 9.66 0.18 2S7 2S6 0.18 0.63 0.113 1.832 8.81 5.62 0.64 10.30 347.33 346.66 39.74 0.013 1.69 18 13.64 8.69 0.08 2S6 2S5 0.19 0.68 0.129 1.961 8.88 5.61 0.72 10.99 346.56 345.31 71.31 0.013 1.75 18 13.91 8.74 0.14 2S5 2S4 0.11 0.72 0.079 2.040 9.02 5.58 0.44 11.37 345.21 343.77 103.60 0.013 1.39 18 12.38 7.88 0.22 2S4 2S3 0.09 0.85 0.077 2.117 9.24 5.53 0.42 11.70 343.67 343.25 37.41 0.013 1.12 24 23.97 7.22 0.09 2S3 2S2 0.12 0.80 0.096 2.213 9.32 5.51 0.53 12.19 343.15 342.35 81.34 0.013 0.98 24 22.44 7.34 0.18 2S2 2S1 I 0.00 0.00 0.000 2.213 9.51 5.47 0.00 12.10 342.25 341.50 74.06 0.013 1.01 24 22.77 7.29 0.17 Pipe run: 211.11 21-17 21J6 1.25 0.75 0.938 0.938 11.21 5.14 4.82 4.82 361.75 360.10 132.00 0.013 1.25 15 7.22 6.30 0.35 21J6 21-15 0.00 0.00 0.000 0.938 11.56 5.08 0.00 4.76 360.00 354.13 62.30 0.013 9.42 15 19.83 13.27 0.08 21-15 2U4 0.20 0.62 0.124 1.062 11.64 5.06 0.63 5.37 354.03 353.76 36.00 0.013 0.75 18 9.10 5.20 0.12 2U4 2U3 0.14 0.80 0.112 1.174 11.75 5.04 0.56 5.92 353.66 353.28 50.75 0.013 0.75 18 9.09 5.50 0.15 21-13 I 2U2 1 0.26 1 0.72 1 0.187 1 1.361 1 11.91 1 5.02 1 0.94 1 6.82 1 353.18 1 352.68 1 60.22 1 0.013 1 0.83 1 24 1 20.61 1 5.90 1 0.17 21-12 I 2U1 1 0.32 1 0.80 1 0.256 1 1.617 1 12.08 1 4.99 1 1.28 1 8.06 1 352.58 1 352.00 1 74.00 1 0.013 1 0.78 1 24 1 20.03 1 6.10 1 0.20 n=0.025for CMP n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe 2 U) _ (n ` 6' -C Lu N a) C' c 0 22i U Q N a) N C) o � U N E 2 C Q U -a 2 E U M E W Q U E C OU O a> E U I- w 2 c (B _ w " U s o ci U 03 - m o - 0 7 ` - O c o ' � >> � I&I 7 � U O o w Z5 > C 5 O Q Q J 00 U ( c m E If E �° 0 0 F U co U o LL LL w 2- .�. 0 9a°i > > E N E ; LL E N Q_' Pipe run: 2V 2V5-1 I 2V5 1 0.43 1 0.65 1 0.280 1 0.280 1 5.00 1 6.67 1 1.86 1 1.86 1 356.00 1 355.73 1 25.17 1 0.013 1 1.07 1 15 1 6.69 1 4.65 1 0.09 2V6 2V5 0.15 0.72 0.108 0.108 5.00 6.67 0.72 0.72 358.32 355.73 108.61 0.013 2.38 15 9.98 4.70 0.39 2V5 2V4 0.25 0.68 0.170 0.558 5.39 6.54 1.11 3.65 355.63 355.28 31.84 0.013 1.10 15 6.77 5.53 0.10 2V4 2V3 0.17 0.77 0.131 0.688 5.48 6.51 0.85 4.48 355.18 353.11 109.75 0.013 1.89 15 8.87 7.22 0.25 2V3 2V2 0.14 0.80 0.112 0.800 5.73 6.43 0.72 5.15 353.01 352.35 78.88 0.013 0.84 18 9.61 5.52 0.24 2V2 I 2V1 1 0.06 1 0.77 1 0.046 0.847 5.97 6.36 0.29 5.38 352.25 352.00 24.00 1 0.013 1.04 18 10.72 6.06 0.07 Pipe run: 2W 2W3-2 I 2W3-1 3.21 0.45 1.445 1.445 13.00 1 4.84 1 6.99 1 6.99 1 345.75 1 344.50 1 51.00 1 0.013 1 2.45 1 15 1 10.11 1 8.90 1 0.10 2W3-1 I 2W3 1 0.31 0.68 0.211 1.655 13.10 1 4.82 1 1.02 1 7.98 1 344.40 1 343.85 1 31.84 1 0.013 1 1.73 1 18 1 13.81 1 8.10 1 0.07 2W5 2W4 0.45 0.70 0.315 0.315 5.00 6.67 2.10 2.10 348.56 348.09 32.91 0.013 1.43 15 7.72 5.70 0.10 2W4 2W3 0.12 0.77 0.092 0.407 5.10 6.63 0.61 2.70 347.99 341.85 102.31 0.013 6.00 15 15.83 9.60 0.18 2W3 2W2 0.10 0.77 0.077 1 2.140 13.12 4.82 0.37 10.31 341.75 338.85 114.08 0.013 2.54 18 16.75 9.90 0.19 2W2 2W1 0.00 0.77 0.000 1 2.140 13.31 4.79 0.00 10.25 338.75 338.00 36.32 0.013 2.06 18 15.09 9.40 0.06 Pipe run: 2X 2X5-2 I 2X5-1 1 1.40 1 0.40 1 0.560 1 0.560 1 13.10 1 4.82 1 2.70 1 2.70 1 342.75 1 339.63 1 48.00 1 0.013 1 6.50 1 15 1 16.47 1 9.90 1 0.08 2X5-1 I 2X5 1 0.25 1 0.72 1 0.180 1 0.740 1 13.18 1 4.81 1 0.87 1 3.56 1 339.53 1 338.35 1 50.60 1 0.013 1 2.33 1 15 1 9.86 1 8.00 1 0.11 2X5-13 I 2X5 1 0.70 1 0.59 1 0.413 1 0.413 1 5.00 1 6.67 1 2.75 1 2.75 1 339.75 1 338.35 1 23.69 1 0.013 1 5.91 1 15 1 15.70 1 9.60 1 0.04 2X4-1 F 2X4 1 0.13 1 0.80 1 0.104 1 0.104 1 5.00 1 6.67 1 0.69 1 0.69 1 338.65 1 337.20 1 71.79 1 0.013 1 2.02 1 15 1 9.18 1 4.40 1 0.27 2X3-1 I 2X3 1 0.15 1 0.80 1 0.120 1 0.120 1 5.00 1 6.67 1 0.80 1 0.80 1 340.45 1 336.10 1 40.89 1 0.013 1 10.641 15 1 21.07 1 4.50 1 0.15 2X6 2X5 0.16 0.77 0.123 0.123 5.00 6.67 0.82 0.82 339.15 338.35 71.79 0.013 1.11 15 6.82 3.70 0.32 2X5 2X4 0.19 0.77 0.146 1.423 13.21 4.80 0.70 6.83 338.25 337.20 31.86 0.013 3.30 18 19.07 7.70 0.07 2X4 2X3 0.10 0.80 0.080 1.607 13.28 4.79 0.38 7.70 337.10 336.10 45.04 0.013 2.22 18 15.65 8.80 0.09 2X3 2X2 0.00 0.00 0.000 1.607 13.36 4.78 0.00 7.68 333.72 331.77 77.88 0.013 2.50 18 16.62 9.20 0.14 2X2 I 2X1 I 0.00 I 0.00 I 0.000 1 1.607 1 13.51 1 4.76 1 0.00 1 7.65 1 331.67 331.00 45.00 1 0.013 1.49 18 12.82 1 7.60 1 0.10 Pipe run: AA AA5 AA4 0.36 0.50 0.180 0.180 6.50 6.20 1.12 1.12 353.90 353.15 85.00 0.013 0.88 15 6.07 3.80 0.37 AA4 AA3 0.00 0.00 0.000 0.180 6.87 6.10 0.00 1.10 353.05 352.53 70.00 0.013 0.74 15 5.57 3.50 0.33 AA3 AA2 1.77 0.40 0.708 0.888 7.21 6.01 4.26 5.34 352.43 351.62 108.15 0.013 0.75 18 9.09 5.40 0.33 AA2 AA1 0.00 0.00 0.000 0.888 7.54 5.92 0.00 5.26 351.52 351.00 70.00 0.013 0.74 18 9.05 5.30 0.22 Pipe run: BB 13132 I 13131 1 0.24 1 0.77 1 0.185 1 0.185 1 5.00 1 6.67 1 1.23 1 1.23 1 350.31 1 350.00 1 12.00 1 0.013 1 2.58 1 15 1 10.38 1 5.63 1 0.04 Pipe run: CC CC3 I CC2 1 0.41 1 0.50 1 0.205 1 0.205 1 7.00 1 6.07 1 1.24 1 124 1 353.50 1 352.51 1 132.00 1 0.013 1 0.75 1 15 1 5.59 1 3.77 1 0.58 CC2 I CC1 1 0.66 1 0.45 1 0.297 1 0.502 1 7.58 1 5.91 1 1.76 1 2.97 1 352.41 1 351.75 1 66.00 1 0.013 1 1.00 1 15 1 6.46 1 5.20 1 0.21 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 14.00 1 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet I Hydrology Curb and Gutter Inlet 5 (gyp J (o a 0 �:', 0 H 00. > � C' (0 O _j aD .0 a7 N < m a) ° m CO0 (U Q U C 9i CY N `m 0 coW .d C7 3 p - c5 (9 3 m* ° Z5 N o (6 u, p_ N 8 ci m a X rn = M 3 ? 7 3 o O °O 0 `m = a 3� A X '3 A - 0 � co Q i- S O 3 - m>> C > O o 'S Lu = = t 'a A = -a 6 c 5 N -E i� I -o ui c io v co 5D i- N m m W 2C3 DI-3C 1 8.0 LEFT 0.08 0.77 10.062 0.25 0.00 0.25 0.0010 1 0.0200 2.0 0.0830 1 4.1500 4.65 1 1.00 RIGHT I 0.10 1 0.77 10.0771 0.31 1 0.03 1 0.34 1 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 5.72 1 0.87 Qt @ I = 6.5 in/hr =1 0.95 1 0.33 1 0.720 1 6.13 2C2 DI-3C I 10.0 LEFT 1 0.12 1 0.77 1 0.0921 0.37 1 0.00 0.37 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 5.29 1 0.87 F I RIGHT 1 0.12 1 0.77 1 0.0921 0.37 1 0.00 0.37 1 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 5.29 1 0.87 Qt @ I = 6.5 in/hr - 1.20 0.32 0.698 5. 88 2G3 DI-3C 6.0 LEFT 0.07 0.72 I 0.050 1 0.20 17.00 0.0200 2.0 0.0830 4.1500 3.22 0.98 - RIGHT 0.06 0.72 0.043 0.17 0.00 #0.200.0010 .0010 0.0200 2.0 0.0830 4.1500 2.69 1.00 Qt @ I = 6.5 in/hr = 0.30 F657 4.56 A4-1 F _DI- 3C 6.0I LEFT 1 0.08 1 0.77 1 0.0621 0.25 1 0.00 1 0.25 0.0010 0. 2200 1 2.0 1 0.0830 1 4.1500 1 3.95 1 0.95 RIGHT 1 0.03 1 0.77 10.023 0.09 1 0.01 I 0.10 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 1.78 1 1.00 Qt@I-rr;n1k'-1 0.57 0.30 1 0.655 1 4.36 2H2 DI-3C 1 8.0 LEFT 1 0.07 1 0.85 1 0.0601 0.24 1 0.00 0.24 1 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 4.21 1 0.94 - RIGHT I 0.10 1 0.85 1 0.0851 0.34 1 0.00 0.34 1 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 4.99 1 0.89 Qt @ I = 6.5 in/hr = 0.94 1 0.32 1 0.698 1 5.37 2H1 DI-3C 8.0 LEFT 1 0.08 1 0.85 1 0.068 1 0.27 1 0.00 0.27 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 4.21 1 0.94 - RIGHT 0.07 0.85 0.060 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0830 4.1500 3.82 0.96 Qt @ I = 6.5 ,nth, = 0.83 1 0.31 1 0.676 1 4.94 2M2-1 DI-3C 6.0 LEFT 1 0.08 1 0.68 1 0.054 1 0.22 1 0.00 0.22 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.53 1 0.97 T - RIGHT1 0.08 1 0.68 1 0.0541 0.22 1 0.00 0.22 0.0010 0.0200 2.0 0.0830 4.1500 3.53 0.97 Qt @ I = 6.5 in/hr = 0.71 _ 0.34 0.712 1 6.74 LEFT I 0.10 1 0.72 1 0.0721 0.29 1 0.01 0.30 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 4.57 0.92 - RIGHT 1 0.16 1 0.72 1 0.1151 0.46 1 0.00 0.46 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 6.06 1 0.82 2M3 DI-3C I 10.0 Qt @ 1= 6.5 in/hr = 1.23 0.33 1 0.720 1 5.78 2S6 DI-3C 6.0 LEFT 0.09 1 0.68 1 0.061 1 0.24 1 0.05 0.29 1 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 4.45 1 0.93 - RIGHT 0.10 0.68 0.068 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0830 4.1500 4.21 0.94 Qt @ I = 6.5 in/hr = 0.92 0.33 1 0.720 1 6.00 2M5 DI-3C 6.0 LEFT 1 0.06 1 0.65 1 0.0391 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0830 4.1500 2.50 0.99 - RIGHT 0.06 0.65 0.039 0.16 0.no 0.1 00.0010 0.0200 2.0 0.0830 4.1500 2.50 0.99 Qt @ I = 6.5 in/hr = 0.51 0.34 1 0.720 1 4.05 2M6 DI-3C 6.0 LEFT 1 0.07 1 0.59 10.041 1 0.17 0.00 0.17 0.0010 0.0200 1 2.0 1 0.0830 1 4.1500 1 2.50 1 0.99 1 - RIGHT1 0.06 1 0.59 1 0.0351 0.14 1 0.01 0.15 0.0010 I 0.0200 1 2.0 1 0.0830 1 4.1500 1 2.50 1 0.99 Qt @ I = 6.5 in/hr = 0.51 0.34 , 720 I 4.05 2Q1 DI-3C 1 6.0 LEFT 1 0.07 1 0.70 1 0.049 0.20 1 0.26 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 4.09 0.95 RIGHT 0.08 0.70 0.056 0.22 0.no 0.22 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.53 1 0.97 Qt @ I = 6.5 in/hr = 0.78 0.32 1 0.720 1 5.35 LEFT 0.07 0.68 0.048 0.19 0.00 0.19 1 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.05 1 0.99 - RIGHT1 0.06 1 0.68 1 0.0411 0.16 1 0.00 0.16 1 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 2.50 1 0.99 2P1 DI-3C 1 6.0 Qt @ I = 6.5 in/hr = 0.57 1 0.30 1 0.720 1 4.36 2R1 DI-3C 1 6.0 LEFT1 0.07 1 0.77 1 0.054 1 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0830 4.1500 3.53 0.97 - RIGHT 0.07 0.77 0.054 0.22 0.00 0.22 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.53 1 0.97 Qt @ I = 6.5 in/hr = 0.70 0.31 1 0.720 1 5.00 LEFT 1 0.07 1 0.77 1 0.0541 0.22 1 0.00 0.22 0.0010 1 0.0200 2.0 1 0.0830 1 4.1500 1 3.53 1 0.97 - RIGHT 1 0.07 1 0.77 1 0.0541 0.22 1 0.00 0.22 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.53 1 0.97 2S13 DI-3C 1 6.0 Qt @ I = 6.5 in/hr = 0.70 0.31 1 0.720 1 5.00 2U4 DI-3C 8.0 LEFT 1 0.08 1 0.55 10.0441 0.18 1 0.18 0.0010 0.0200 2.0 0.0830 4.1500 2.88 0.99 - RIGHT 0.06 0.68 0.041 0.16 0.no 0.16 0.0010 0.0200 2.0 0.0830 4.1500 2.88 0.99 Qt @ I = 6.5 in/hr = 0.55 0.28 1 0.720 1 3.75 2V3 DI-3C 10.0 LEFT 1 0.07 1 0.80 1 0.0561 0.22 1 0.23 0.0010 0.0200 2.0 0.0830 4.1500 3.68 0.97 - RIGHT 0.07 0.80 0.056 0.22 0.01 0.23 0.0010 0.0200 2.0 0.0830 4.1500 3.68 0.97 Qt @ I = 6.5 in/hr = 0.7 00.30 1 0.720 4.66 LEFT I 0.11 0.77 0.085 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0830 4.1500 4.99 0.89 - RIGHT 0.08 0.77 0.062 0.25 0.13 0.38 0.0010 0.0200 2.0 0.0830 4.1500 5.38 0.86 2X5 DI-3C 10.0 Qt @ I = 6.5 in/hr = 1.16 0.32 1 0.720 1 5.55 2X4 DI-3C 6.0 LEFT1 0.05 1 0.80 0.040 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0830 4.1500 2.50 0.99 - RIGHT 0.05 0.80 0.040 0.16 0.01 0.17 0.0010 0.0200 2.0 0.0830 4.1500 2.50 0.99 Qt @ I = 6.5 in/hr = 0.54 0.29 0.720 4.21 Intensity 4.00 I (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.016 Inlet I Hydrology Curb and Gutter Inlet � C D_ a w O > a� c a7 L _I 0 c0 W = 0 Q o U a7 U U .U_ a v > ° � U Cl 5 c ° C) W N C M C O al (n S - p N s U (n .0 3 _ � Q a Vl N 0� ° U ^ V) � Cn (n 7 U (9 M Q 0 � o � 11 '� N w = 8 + <n (n * Q m -a � � �� (n O Lu � II (n � 0 f6 t N N J J J 2 "E C W N 2 N c CJ > ° U a o W - U fn 0� 2A3 DI-3B 10.0 0.41 0.68 0.279 1.12 0.00 1.12 0.0200 0.0200 2.0 0.0830 4.1500 3.96 0.95 2.5120 0.1047 0.1194 9.00 1.11 1.00 1.12 0.00 2133 2133 DI-313 8.0 0.31 0.75 0.233 0.93 0.00 0.93 0.0200 0.0200 2.0 0.0830 4.1500 3.35 0.98 2.5120 0.1047 0.1226 8.00 1.00 1.00 0.93 0.00 15132 BB2 DI-3B 6.0 0.24 0.77 0.185 0.74 0.00 0.74 0.0100 0.0200 2.0 0.0830 4.1500 4.43 0.93 2.5120 0.1047 0.1173 6.00 1.00 1.00 0.74 0.00 C3 2173 DI-3B 8.0 0.24 0.77 0.185 0.74 0.00 0.74 0.0240 0.0200 2.0 0.0830 4.1500 2.31 1.00 2.5120 0.1047 0.1247 7.75 1.03 1.00 0.74 0.00 2E3 - 2E3 DI-313 6.0 0.17 0.68 0.116 0.46 0.00 0.46 0.0220 0.0200 2.0 0.0830 4.1500 1.76 1.00 2.5120 0.1047 0.1246 6.00 1.00 1.00 0.46 0.00 2D3 - 2D3 DI-3B 8.0 0.30 0.77 0.231 0.92 0.00 0.92 0.0193 0.0200 2.0 0.0830 4.1500 3.30 1.00 2.5120 0.1047 0.1245 7.94 1.01 1.00 0.92 0.00 2C4 2C4 DI-3B 6.0 0.27 0.77 0.208 0.83 0.00 0.83 0.0193 0.0200 2.0 0.0830 4.1500 3.66 0.97 2.5120 0.1047 0.1215 7.27 0.83 0.96 0.80 0.03 2C3 2A2 DI-3B 10.0 0.40 0.75 0.300 1.20 0.00 1.20 0.0200 0.0200 2.0 0.0830 4.1500 4.19 0.94 2.5120 0.1047 0.1184 9.33 1.07 1.00 1.20 0.00 2132 - 2B2 DI-3B 6.0 0.12 0.85 0.102 0.41 0.00 0.41 0.0200 0.0200 2.0 0.0830 4.1500 1.72 1.00 2.5120 0.1047 0.1247 5.60 1.07 1.00 0.41 0.00 2C2 2172 DI-3B 6.0 0.09 0.85 0.077 0.31 0.00 0.31 0.0240 0.0200 2.0 0.0830 4.1500 1.49 1.00 2.5120 0.1047 0.1247 5.23 1.15 1.00 0.31 0.00 2E2 I - 2E2 DI-3B 6.0 0.10 0.85 0.085 0.34 0.00 0.34 1 0.0220 0.0200 2.0 0.0830 4.1500 1.57 1.00 2.5120 0.1047 0.1246 5.30 1.13 1.00 0.34 0.00 2D2 - 2D2 DI-3B 6.0 0.09 0.85 0.077 0.31 0.00 0.31 0.0193 0.0200 2.0 0.0830 4.1500 1.56 1.00 2.5120 0.1047 0.1245 5.13 1.17 1.00 0.31 0.00 2C2-1 - 2C2-1 DI-3B 6.0 0.29 0.77 0.223 0.89 0.00 0.89 0.0100 0.0200 2.0 0.0830 4.1500 5.06 0.89 2.5120 0.1047 0.1132 6.00 1.00 1.00 0.89 0.00 2C2 A2-3 DI-3B 8.0 0.25 0.72 0.180 0.72 0.00 0.72 0.0200 0.0200 2.0 0.0830 4.1500 2.52 1.00 2.5120 0.1047 0.1247 7.21 1.11 1.00 0.72 0.00 A2-2 - A2-2 D1-313 6.0 0.23 0.55 0.127 0.51 0.00 0.51 0.0200 0.0200 2.0 0.0830 4.1500 1.86 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.51 0.00 A4-1 A2-1 DI-313 6.0 1 0.15 0.85 0.128 0.51 0.00 0.51 0.0200 0.0200 2.0 0.0830 4.1500 2.58 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.51 0.00 A2 - A2 D1-313 6.0 0.12 0.77 0.092 0.37 0.00 0.37 0.0200 0.0200 2.0 0.0830 4.1500 1.70 1.00 2.5120 0.1047 0.1247 5.00 1.20 1.00 0.37 0.00 2H1 A4-2 D1-313 6.0 0.11 0.80 0.088 0.35 0.00 0.35 0.0218 0.0200 2.0 0.0830 4.1500 1.59 1.00 2.5120 0.1047 0.1247 5.36 1.12 1.00 0.35 0.00 A4-1 - A4 D1-3B 6.0 0.22 0.77 0.169 0.68 0.00 0.68 0.0189 0.0200 2.0 0.0830 4.1500 3.09 0.99 2.5120 0.1047 0.1236 6.50 0.92 0.99 0.67 0.01 A3 - A3 DI-313 6.0 0.14 0.77 0.108 0.43 0.01 0.44 0.0200 0.0200 2.0 0.0830 4.1500 1.91 1.00 2.5120 0.1047 0.1247 5.50 1.09 1.00 0.44 0.00 2H2 2J3 DI-313 6.0 0.09 0.85 0.077 0.31 0.00 0.31 0.0220 0.0200 2.0 0.0830 4.1500 1.65 1 1.00 2.5120 0.1047 0.1247 6.00 1.00 i.00 0.31 0.00 2H2 - 2J2 DI-313 6.0 0.15 0.85 0.128 0.51 0.00 0.51 0.0220 0.0200 2.0 0.0830 4.1500 2.00 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.51 0.00 2H1 - 2N2 DI-313 8.0 0.18 0.72 0.130 0.52 0.00 0.52 0.0300 0.0200 2.0 0.0830 4.1500 1.75 1.00 2.5120 0.1047 0.1247 i.09 1.13 A0 0.52 0.00 2M3 - 2N1 DI-3B 8.0 0.17 0.77 0.131 0.52 0.00 0.52 0.0250 0.0200 2.0 0.0830 4.1500 1.80 1.00 2.5120 0.1047 0.1247 6.70 1.19 00 0.52 0.00 2W-1 - 2S3 DI-3BB 6.0 0.12 0.80 0.096 0.38 0.00 0.38 0.0200 0.0200 2.0 0.0830 4.1500 1.67 1.00 2.5120 0.1047 0.1247 5.41 1.11 1.00 0.38 0.00 2M2-2 - 2M2-2 DI-3B 6.0 0.13 0.68 0.088 0.35 0.00 0.35 0.0200 0.0200 2.0 0.0830 4.1500 1.60 1.00 2.5120 0.1047 0.1247 5.21 1.15 1.00 0.35 0.00 2M2-1 - 2M12 DI-31313 10.0 0.31 0.85 0.264 1.05 0.00 1.05 0.0500 0.0200 2.0 0.0830 4.1500 2.26 1.00 2.5120 0.1047 0.1247 11.76 0.85 0.97 1 1.02 0.03 2M11 - 2M11 DI-36B 6.0 1 0.06 0.85 1 0.051 0.20 1 0.03 0.24 0.0300 0.0200 1 2.0 0.0830 1 4.1500 1.40 1.00 2.5120 1 0.1047 0.1247 4.64 1.29 1.00 0.24 0.00 2Q1 2M10 DI-3AA 2.5 0.01 0.72 0.007 0.03 0.00 0.03 0.0200 0.0200 2.0 0.0830 4.1500 0.64 1.00 2.5120 0.1047 0.1247 2.00 1.25 1.00 0.03 0.00 2P1 - 2P2 DI-313 6.0 0.18 0.68 0.122 0.49 0.00 0.49 1 0.0200 0.0200 2.0 0.0830 4.1500 1.84 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.49 0.00 2P1 2M9 DI-31313 6.0 0.05 0.85 0.043 0.17 0.00 0.17 0.0400 0.0200 2.0 0.0830 4.1500 1.08 1.00 2.5120 0.1047 0.1247 4.96 1.21 1.00 0.17 0.00 2MB 2MB DI-31313 10.0 0.20 0.72 0.144 0.58 0.00 0.58 0.0325 0.0200 2.0 0.0830 4.1500 1.80 1.00 2.5120 0.1047 0.1247 T63 1.31 1.00 0.58 0.00 2M7 2M7 DI-313 8.0 0.41 0.68 0.279 1A2 0.00 1.12 0.0320 0.0200 2.0 0.0830 4.1500 3.19 1.00 2.5120 0.1047 1 0.1245 10.63 0.75 0.99 1.10 0.01 I 2M6 I - 201-1 DI-313 8.0 0.45 0.68 0.306 1.22 0.00 1.22 0.0200 0.0200 2.0 0.0830 4.1500 4.25 0.94 2.5120 0.1047 0.1184 9.83 0.81 0.95 1.16 0.06 201 - 2S11 DI-313 6.0 0.08 0.80 0.064 0.26 0.00 0.26 0.0400 0.0200 2.0 0.0830 4.1500 1.37 1.00 2.5120 0.1047 0.1247 6.68 0.90 0.98 0.25 0.01 2S10 - 2S10 DI-313 8.0 0.17 0.68 0.116 0.46 0.01 0.47 0.0325 0.0200 2.0 0.0830 4.1500 1.68 1.00 2.5120 0.1047 0.1246 7.08 1.13 1.00 0.47 0.00 2S9 - 2S9 DI-313 8.0 0.20 0.63 0.126 0.50 0.01 1 0.51 0.0310 0.0200 2.0 1 0.0830 4.1500 1.72 1.00 2.5120 0.1047 0.1245 1 7.10 1.13 1.00 0.51 0.00 I 2S8 2S8 DI-313 6.0 0.17 0.63 0.107 0.43 0.00 0.43 0.0320 0.0200 2.0 0.0830 4.1500 1.60 1.00 2.5120 0.1047 0.1245 6.65 0.90 1.00 0.43 0.00 2S7 2S7 DI-313 6.0 0.18 0.63 0.113 0.45 0.00 0.45 0.0100 0.0200 2.0 0.0830 4.1500 1 2.13 1.00 2.5120 0.1047 0.1245 5.00 1.20 1.00 0.45 0.00 2S6 2M4 DI-313 4.0 0.05 0.72 0.036 0.14 0.00 0.14 0.0320 0.0200 2.0 0.0830 4.1500 1.05 1.00 2.5120 0.1047 0.1247 4.40 0.91 0.99 0.14 0.00 2M3 - 204 1 DI-315 8.0 1 0.13 0.80 1 0.104 0.42 0.00 0.42 0.0600 0.0200 2.0 0.0830 4.1500 1.41 1.00 2.5120 0.1047 0.1247 8.00 1.00 1.00 0.42 0.00 202 202 DI-313 6.0 0.14 0.72 0.101 0.40 0.00 0.40 0.0280 0.0200 2.0 0.0830 4.1500 1.60 1.00 2.5120 0.1047 0.1247 6.00 1.00 1.00 0.40 0.00 201 201 DI-313 6.0 0.14 0.72 0.101 0.40 0.00 0.40 0.0200 0.0200 2.0 0.0830 4.1500 1.70 1.00 2.5120 0.1047 0.1247 5.53 1.08 1.00 0.40 0.00 2M5 203 DI-313 8.0 0.16 0.72 0.115 0.46 0.00 0.46 0.0600 0.0200 2.0 0.0830 4.1500 1.46 1.00 2.5120 0.1047 0.1247 8.78 0.91 0.99 0.46 0.00 2W-1 - 2M6-1 DI-313 12.0 0.65 0.68 0.442 1.77 0.00 1.77 0.0280 0.0200 2.0 1 0.0830 4.1500 4.94 1.00 2.5120 0.1047 0.1247 12.00 1.00 1.00 1.77 0.00 2M6 2T2 DI-313 6.0 0.09 0.85 0.077 0.31 0.00 0.31 0.0200 0.0200 2.0 0.0830 4.1500 1.55 1.00 2.5120 0.1047 0.1247 5.19 1 A 6 1.00 0.31 0.00 2S4 - 2S4 DI-31313 6.0 0.09 0.85 0.077 0.31 0.00 0.31 0.0200 0.0200 2.0 0.0830 4.1500 1.55 1.00 2.5120 0.1047 0.1246 5.19 1.16 1.00 0.31 0.00 2S5 2S5 DI-313 6.0 0.11 0.72 0.079 0.32 0.00 0.32 1 0.0200 0.0200 2.0 0.0830 4.1500 1.55 1.00 2.5120 0.1047 1 0.1245 5.26 1.14 1.00 0.32 0.00 2S6 2S16 DI-313 10.0 0.39 0.77 0.300 1.20 0.00 1.20 0.0800 0.0200 2.0 0.0830 4.1500 2.00 1.00 2.5120 0.1047 0.1247 14.32 0.70 0.88 1.06 0.14 2S15 2S15 DI-313 4.0 0.12 0.77 0.092 0.37 0.14 0.51 0.0650 0.0200 2.0 0.0830 4.1500 1.49 1.00 2.5120 0.1047 0.1247 9.40 0.43 0.64 0.33 0.18 2R1B 2R1-B DI-313 8.0 0.20 0.77 0.154 0.62 0.18 0.80 0.0200 0.0200 2.0 0.0830 4.1500 2.86 1.00 2.5120 0.1047 0.1247 8.00 1.00 1.00 0.80 0.00 2R1 - 2M13 DI-313 10.0 1 0.13 0.85 0.111 0.44 0.00 0.44 0.0500 0.0200 2.0 0.0830 4.1500 1.75 1.00 2.5120 0.1047 0.1247 9.37 1 1.07 1.00 0.44 0.00 2R2 - R2 DI-313 6.0 0.16 0.77 0.123 0.49 0.00 0.49 0.0200 0.0200 2.0 0.0830 4.1500 1.84 1.00 2.5120 0.1047 0.1247 6.50 0.92 0.99 0.49 0.00 2R1 2S14 DI-313 10.0 0.26 0.77 0.200 0.80 0.00 0.80 0.0650 0.0200 2.0 0.0830 4.1500 1.78 1 1.00 2.5120 0.1047 0.1247 10.93 0.91 1.00 0.80 0.00 2V6 - 2V6 DI-313 8.0 0.15 0.72 0.108 0.43 0.00 0.43 0.0600 0.0200 2.0 1 0.0830 4.1500 1.42 1.00 2.5120 0.1047 0.1246 1 8.00 1.00 I 1.00 0.43 0.00 2V5 - 2V5 DI-313 10.0 1 0.25 0.68 1 0.170 1 0.68 0.00 1 0.68 0.0500 1 0.0200 2.0 0.0830 4.1500 1.75 1.00 2.5120 0.1047 0.1245 9.37 1.07 1.00 0.68 0.00 2U4 2U2 DI-3B 10.0 0.32 0.80 0.256 1.02 0.00 1.02 0.0400 0.0200 2.0 0.0830 4.1500 2.52 1.00 2.5120 0.1047 0.1247 10.87 0.92 0.99 1.01 0.01 2U3 2U3 DI-313 8.0 0.26 0.72 0.187 0.75 0.01 0.76 0.0226 0.0200 2.0 0.0830 4.1500 1 A9 1.00 2.5120 0.1047 0.1247 7.68 1.04 1.00 0.76 0.00 2U4 111111111 2V4 D1-313 8.0 1 0.17 0.77 1 0.131 0.52 0.00 0.52 1 0.0517 0.0200 2.0 1 0.0830 1 4.1500 157 1.00 2.5120 1 0.1047 0.1247 8.84 0.90 0.99 0.52 0.01 1 2V3 - 14 2V2 D1-313 4.0 0.06 0.77 0.046 0.18 0.00 0.18 0.0337 0.0200 2.0 0.0830 4.1500 1.14 1.00 2.5120 0.1047 0.1247 4.82 0.83 0.95 0.18 0.01 2V3 - 2W5 DI-313 10.0 0.45 0.70 0.315 1.26 0.00 1.26 0.0400 0.0200 2.0 0.0830 4.1500 1 3.21 0.98 2.5120 0.1047 0.1226 11.97 0.84 0.96 1.21 0.05 2W3-1 - 2W3-1 DI-313 10.0 0.31 0.68 0.211 0.84 0.05 0.89 0.0400 0.0200 2.0 0.0830 4.1500 2.09 1.00 2.5120 0.1047 0.1246 10.00 1.00 1.00 0.89 0.00 2X6 - 2X6 DI-3B 8.0 0.16 0.77 0.123 0.49 0.00 0.49 0.0290 0.0200 2.0 0.0830 4.1500 1.71 1.00 2.5120 0.1047 0.1245 6.83 1.17 1.00 0.49 0.00 2X5 2X5-1 DI-313 6.0 0.25 0.72 0.180 0.72 0.00 0.72 0.0460 0.0200 2.0 0.0830 4.1500 1.81 1.00 2.5120 0.1047 0.1247 9.79 0.61 0.82 0.59 0.13 2X5 - 2W4 DI-3B 6.0 0.12 0.77 0.092 0.37 0.00 0.37 0.0400 0.0200 2.0 0.0830 4.1500 1.45 1.00 2.5120 0.1047 0.1247 7.00 0.86 0.97 0.36 0.01 2W3 - 2W3 DI-3BB 6.0 0.10 0.77 0.077 0.31 0.01 0.32 0.0400 0.0200 2.0 0.0830 4.1500 1.37 1.00 2.5120 0.1047 0.1246 6.00 1.00 1.00 0.32 0.00 I 2X4-1 - 2X4-1 DI-3B 6.0 0.13 0.80 0.104 0.42 0.00 0.42 0.0290 0.0200 2.0 0.0830 4.1500 1.62 1.00 2.5120 0.1047 0.1245 6.80 0.88 0.98 0.41 0.01 2X4 2X3-1 DI-3B 8.0 0.15 0.80 0.120 0.48 0.00 0.48 0.0290 0.0200 2.0 0.0830 4.1500 1.70 1.00 2.5120 1 0.1047 0.1247 8.00 1.00 1.00 0.48 0.00 2X4 - . . i I F- I I I - [ i i 1i -for inlets draining to stormw ater management facilities, where overland flow to facilities is not available, 100% captures required at 6.5in/hr * 1" used for curbs without gutter Alan Franklin PE, LL( Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com 1//�c,H OF IR 00\I o'� z�o� Alan G. Franklin _FI cC -, Lic. No. 35326 L1_ C, F� KEY ISSUED: 08-09-19 SCALE: NONE REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENT: 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 cj)r O O N^ Ln ;it r,- r M^ CO N Q uJ (; O Ln Q O- O O Q O O M CN ❑ W W O- LI) N_ i4 Ln Ln - N O 00 LO U) > T M m+ M M M m CD M co Cn QZ ! C�ZH .-75;I- O Wj <�>0 0��0 z z > c > 370 360 COVER WATERLINE TO S TO CLEAR O ❑ OVER EDUCED STORM DRAIN - i O ❑ >� -' Z - 370 360 360 m 0C) W N LL w ++ _LLJ � � � < 0 N--�N m oo ch �- N L0 z o Q ) j ❑Q� z_ j � 0 ❑ > O MC-oONLn ti v m LC) N" (` o Q C) 0 ❑Q�0 z ~ CO - >- o ❑ > r` Lid r z - - 360 360 91 UwU00 It'tM 0EO 000. N LL W ++ 00 N 0_3 O 47 N m N 4 m ❑p> rM > Q pU� cv O) coC�)M ❑M + co co c/) z z ❑ Z cl) 0 p Q >> 0 ❑ Q z 0 > EXIS ING GRADE U) z z > (~i� > z F ~p PRO OSED GRAD 0 > > - 350 350 350 350 350 _ 1' 31.84LFOF1 " -_-- - 62.85 LF OF 15" 33.86 LF OF 15" 15.34 LF OF 15" HDPE @ 0.79°0 ° 10.5' HDPE 0.75% HDPE @ 0.65°o j� (2B3-2B2) H PE @ 0.75 /o (2B2-2B1) w PASS WATER UNDER (2 2-2A1) (2A3-2A) z Lu 340 ry CCoAD -rinm MIN • 340 340 360 350 340 Q U) w 0 00 10+00 STORM DRAIN '2A' PROFILE SCALE: 1 "=20' H; 1 "=10' V N^OOf*-fl_l- 0 0 0 O� ��MOO N co m O O m cocli M M co Q co O M U)M ! ZZ� (n❑r�� pU) 0❑Q 0 > > � > U) z _ 0 0 HYDRAULIC GRADE LINE 43.36 LF OF 1 ' HDPE @ 1.879% (2C21-2C2) 10+00 10+40 STORM DRAIN '2C1' PROFILE SCALE: 1 "=20' H; 1 "=10' V 00 N HDPE @ 1.50% (2C2-2C1 PASS WATER UNDER STORM W/ 12" MIN. SEPARATION _ Q � 0 co 10+80 10+00 10+40 10+00 10+40 STORM DRAIN '2E' PROFILE STORM DRAIN '2C' PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V 360 360 350 350 340 340 W UON �spl-00000Oti T 0SO) N ❑ W W O LL0 p r (" 0 m CN7 LOC) CN LN N m 0 LC) Lcr)0 ❑ M C Q (n M+ - M co CO + Co - O va F_z U) p02zF ❑CD p�� j0 p<�' ❑ z cn � z j U) U)> z 17 HYDRAULIC 32 77 LF OF 15" GRADE LINE 6.13 LF OF 15" HE PE @ 1.65% (2 2-2D1) �DPE @ 0.74% PASS WAT R UNDER ( D3-2D2) STORM / 12" MIN. X SE ARATION z w Q a 0 0 10+00 10+40 STORM DRAIN '2D' PROFILE SCALE: 1 "=20' H; 1 "=10' V 360 350 340 10+80 N�jOo O�rb1n� uJ�ti N 7)ti ) � r M ❑ O+ M �Lf� LfM co CD W U)> < � > 0 EXISTING GRADE 370 p Z o� z z PROPOSE GRADE cf)O HYDRAULIC ❑ GRADE LIN 360 _ _ - - 19-5.14 LF OF 15" HDPE @ 0. 7% (2G3-2G2) 2 5' _ ---- 58.00LF OF15"HDPE @ 0.76% 10.4' X 350 ER (2G2-2G1 ryz STRU TURES WITHIN THE RIGHT-OF-WAY SHALL CONSIST OFT PE I Q SELECT MATERIALPS DEFINED IN SECTION 207 OF THE 2016 V OT ROAD U) < AND BRIDGE SPECIFICATIONS AN MUST BE PLA ED IN SUCCESSIVE w UNIFORM LIFTS NO EXCEEDING 8' AND COMPAC TED TO 95% OF THE SOIL'S p p MAXI UM DRY DEN ITY AS DETERMINED BY AST 0 D698 co co 10+00 10+40 10+80 11+20 11+60 12+00 STORM DRAIN '2G' PROFILE SCALE: 1 "=20' H; 1 "=10' V O O LL 1 N U O O CO � > Q Cn Z wCO> LL z 370 10+80 EXISTING GRADE 0 PROP SED GRADE 79. 3 LF OF 15" H PE 0.75% C4-2C3 34.16 LF OF 15" HYDRAULIC GRAD LINE H PE @ 0.72% ( C3-2C2) �0 rl- ;;i ;;� CD O M + M M ❑ �_ ~ p<0 cn CO > z 360 370 350 360 340 350 LuLLJ OO(N wCO OtiO w NO? NLL W mOCN C'? M Nm C'7 ONN N 00CD MMM M O j z M O+ M �z� C/) 0 o ~O ��> 0 0 ❑ co z F_ c� ? j w z > 0 0 - HYD AULIC GRADE LINE X 43.20 LF OF 15" 4.0 LF OF 1 5 0 " - 5 HDPE @ 1.53% J HDPE @ 0.83% (2E3-2E2) (2E2-2E1) 0 11+20 11+60 12+00 10+00 10+40 10+80 STORM DRAIN '2E' PROFILE SCALE: 1 "=20' H; 1 "=10' V N LL ^ c0 C4 0 0 M ^ f- O LL 00'tLn� (0 N (4 Q 0 ^ 0 0 00 OOOO"t"t `J 4 ^ N O LO LA Oco-�,- co 1 ^ O O LO O(4C4I.- N p m (M O N CO Lo L() p m 0 O co 0) LC) (4 LO HOC? + M CV N U Ln Ln x N Q x 0 0 M M m cp (O L2 L'o 0 0 M m 00 (O LS) corn McMM z~ + MM coMWLu ~_ z 0C? �. + (•MMM Z �- cr C? t MM O� ❑ G ❑ r G p G ❑ ❑ ❑ 0 ❑ Q 0 O p rn �� m ❑ Q� 0 ❑ Q 0 O zo �cn '- z�Ln FW ZO �� z 370 370 W z o z o z 370 RAULIC 0 0 0 - DE LINE > > w > > O 0 > YDRAULIC ❑ > 360 �_ - . -3-593 LLF F 15 - - - - HDPE @ 1.00% X (2F3-2F2) Z I. 350 f TERIAL-SUPPORTING ROADWAYS, EMBA _ MENTS, A STORM / 12" MIN. w STRUCT RES WITHIN THE RIGHT-OF-WAY SHALL CONSIST OF TYPE:I Q SEPARATION w SELECT P 1ATERIAL AS DEFINED IN SECTION 207 OFT E 2016 VDOT ROAD c AND BRI GE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE CO 0-a UNIFORIV LIFTS NOT EXCEEDING 8" A D COMPACTEt TO 95% OF THE SOIL'S p p MAXIMUM DRY DENSITY AS DETERMINED BY AS TM 98 co co, 10+00 10+40 10+80 11+20 STORM DRAIN '2F' PROFILE SCALE: 1 "=20' H; 1 "=10' V co ^ I` Ln ti (D cp 1-- 0-) 0 N vM u) O m + M co pQO U)U) > 0 z _ J 370 370 12+40 360 360 350 350 z z ZGRADE LINE O 360 360 _ _ - __ 7, -- - 360 350 350 3 .10 LF OF 15" 40.58 LF OF 15" 350 JHDPE @ 0.97% HDPE @ 0.74% (A41-2A4) (2A42 2A41) 0 0o 10+00 10+40 10+80 STORM DRAIN 'A4' PROFILE SCALE: 1 "=20' H; 1 "=10' V 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 STORM DRAIN 'AA' PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 360 350 370 360 350 370 W 6i - -z z 370 � Qo zzz0 - EXISTING GRADE o 0 - 0 ooCOoNN�oo _ N(0�coo N���f 0 > �> �z Z- PROPOSEDGRADE > > ___ > --- Cn2CO-L" z -�C� ' W DGRADE ❑M + I Mm OM �Lr +OMM �� HYDRAULIC - �pc��`�'oVLO PROPOSED �zz�M~�z ❑��z �<E �c~n�0 GRADE INE _ ---- x� w� cno `�� - > 360 --- 360 360 - ' "' _ z 360 _ - __-- > _ > z HYDRAULIC O > 1.1 _ 2A21-A2 w- z- GRADE LINE - - - 4.38 LF OF 5' 53 - - 1.9' 35.94 LF 0 15" _- 350 - - - - - - - F 36" D ° _ A1. 2 HDPE @ 1 67% 350 350 - - - - - -_ i - 350 2.5 (2A22-2A2) 71.78 LF OF 5" 33.86 LF OF 15" ?C HDPE @ 1.4 %o HDPE_ @ 1.18% z (2H1-2A2) Z (2H2 2H1) 340 Lu 0 340 340 ALLY MA , EMBANKMENTS, AN 340 Q > w STRUCTURES WITHIN THE F IGHT-OF-WAY SHALL CONSIST OF TYPE I w U) w Q SELECT MATERIAL AS DEFINED IN SECTION207 OF THE 2016 VDOT ROAD I-_ AND BRIDGE SPECIFICATIO14S AND MUST BE PLACED IN UCCESSIVE 0 > Q 2 UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO 95% OF THE SOIL'S d a MAXIMUM DRY DENSITY AS DETERMINED Y ASTM D698 co c4 ;0 50 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 10+00 10+40 10+80 STORM DRAIN 'A2-1' PROFILE STORM DRAIN '2H' PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V 00 N wco00 (y U+ Ln N J N O 00 CM00 CV N O o0 Ln T7 N Mw000 N J- O 0) Lo^00LnOO (4 O O N r 0 ^Md (0 00 t O O `��OpNr N^000MM O (4 m 00 O LC) p W p� T C•`) ❑O14O(4 Cn M co OI_=ti U)_+ M M N;000=00 ❑ CO - M M M M m} M M M N�O)OMM p m+ M M CM m�(4OO c + M M M ❑ m I�0 M CM4 z+ z Q��z z �_ Q Q��Zzp _O pQ�z= U)' �_ p EXISTING G DE N co ❑ �p w� z_ �Q� ~ z �Qcrp ~ O F > > 0 F-� >0 pQ o�-�zO PROPOSED GRADE pQ� I-��z� 0 OQ�0 370 - z 370 370 --> o� z> o� -> o --' --- �� '-_ 370 0 ______- ❑ - - - - - - HYDRAULIC- 360 - - _ GRADE LINE,- - _ - - _ - _ 360 1.7' - 360 213-22 360 _ 142.96 LF OF 12" HDPE 0.77% LF OF 15" HIDE _ ° ' 126.25 36.38 LF OF 1 98.13'tOtr201 cn - - 1.8' HDPE @ 2.64° (204-203) 21.98 LF F 12" w w 350 350 350 350 212-211 ( ) = HYDRA LIC 41.83 LF OF 15" � GRADE LINE 10+00 10+40 STORM DRAIN '21' PROFILE SCALE: 1 "=20' H; 1 "=10' V 11 +20 11+60 HDPE Ca 1.65% (201-2M5) a w 0 � 0 C4 - C4 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 STORM DRAIN '20' PROFILE SCALE: 1 "=20' H; 1 "=10' V Alan Franklin PE, LLC Civil and Site Flan Engineering 427 Cranberry Lane Crozet, \/A 22932 434-531-5544 alas@alanfranklinpe.com _T H OF ��1c Alan G. Franklin Lic. No. 35326 O (v T = Fss I o N A L KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 •I • 370 360 350 340 390 10 •s 370 360 350 390 :m 370 360 350 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 STORM DRAIN '2J' PROFILE: STA. 10+00 - 16+20 SCALE: 1 "=20' H; 1 "=10' V 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 STORM DRAIN '2K' PROFILE SCALE: 1"=20' H; 1" 10' V 10+00 10+40 10+80 11+20 11+60 12+00 STORM DRAIN '2L' PROFILE - (OPTIONAL ROOF DRAIN SCALE: 1 "=20' H; 1 "=10' V N O In (� 0p O N^ d N O O Cfl = O N It fl- Il- LO Z CO O N N Z p0 O Q O Op C0 CD Lq N Co O LO It � It I- 0 m M � ,I-� N m LO O � N +O CDLn Ln LO co D O Q co M M co co O Z � co cM � Q M Z Z H i- < Z Z Z Q r - D Q C U) �- -- �U�jjj0 ��� j0 �0 U)co > > 0 �� OQ ZZZ j u�cn Z> �� > ZZj 360 z o z � z- 360 380 0 71 - o EXISTIN GRADE o > > PROPOSED GRADE > EXISTING GRADE PROPOSED GRADE — — — HYDRAULIC — — _G-RAD€� — L7HYDRAULI 350 350 370 GRADE LI 1.5' 41.90E OF 15" — ll�33.65 LF OF 15" HDPE 4.56% _ _ _ — HDPE 7.07% w (2N2-21V1) _ — 340 - 340 360 - 82.2 ►- m w U d a 00 = 12+40 12+80 d O N ti M N^ LO 00 00 CO r M co N �j 6) M M N It O Ln 0m�MMM �m + cco 0 o � Z � o< j0 �Q�0 �c z> U)U > _ z 0 0 E �66311. F OF 15" — (2P2-2 1) 10+00 10+40 10+80 10+00 10+40 10+80 STORM DRAIN '2N' PROFILE STORM DRAIN '2P' PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V 13+20 13+60 ^O Cfl r O O Cf� O 00 O N O � CO O O- O O O 0 m ce) M co cM zD o��zz0 380 380 U O 0 370 370 360 360-- 11+20 11+60 10+00 10+40 STORM DRAIN '2Q' PROFILE SCALE: 1 "=20' H; 1 "=10' V 14+00 14+40 � CO ^ CO - r f� 4 tiL), U ONO O Z) CNO (7 + M (coM C) o Z � � F- 0 cf) cf) Zj z O HYDRAULIC GRADE LINE 14+80 N O LO O O (� T O I-- 7 O N f__ O Lr) LO C) � (0 (0U) VU + M M M ��Z� < > 0 c zj z 15+20 EXISTING GRADIE PROPOSED GRADE 2.8 --- o LFOF24" HDPt@1.52 35.44 LF OF 24" ° (2Q3-2Q2) U) U 10+80 11+20 11+60 15+60 16+00 0= rn c ot-- o O Lu 0 0 N (.6 D + (6 (o cV LL Co CO c'M M 00 I-- M CO + M 0 �HN r � ZI— U)— W �-< a — >0 o<0 D Z 0 � z Z 380 370 22.00 LF OF 24" HDPE @ 1.36% (2Q4-2Q3) 360 12+00 12+40 390 ME 370 360 350 70 50 e 390 m 370 360 350 Alan Franklin PE, LLC Civil and Site Flan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alas@alanfranklinpe.com H OF � v Alan G. Franklin Lic. No. 35326 T = Fss / o NAB KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET E3 ! OF 72 11 370 11 360 11 350 11 340 i111111048 37 i wo 3F 34 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 STORM DRAIN '2M' PROFILE: STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 STORM DRAIN '2M' PROFILE: STA. 16+00 - END SCALE: 1 "=20' H; 1 "=10' V CO ^ O �(OOOM(ONm 0 Lf) 0 0 O r r In N ' rntiF- In Ln + CDp OM m N Q Q p co LO M r �p<2EZZZ cy) c) co �� + U)C) N M z z z z Q `� > 370 o 370 0 _ — — — HYD AULIC GRADE LINE 360 360 30�.58 LF OF 15" C HDPE @ 4.58% 350 �- 2.9' -2M )350 co co U d co 10+00 10+40 STORM DRAIN '2Z' PROFILE SCALE: 1 "=20' H; 1 "=10' V e 370 360 (7 ^ O r CO CO CO r ^ (O OO OO CO N O� d' 0 0 co It V) LO r(p000EIn CD 00m NOM00 of ' ti cn v+ O 4 N N N N O co co N N N O co co N Q Ln O d NUCD (o(o(o pUco!co(oco p!?�001­coco ppotico Q co CO M M <) + ) co c) co + M co co + m co cn 0 Z Z p :� Z Z CD Z pcaG�;>0 p�IY;;O ?��>0 0�0 zz> zz; z Q� > 380 _ Z_ _ 00 Up EXISTING GRADE Q > HYDRAULIC > PROPOSED GRAD GRADE LINE 2.2' 370 32.16E 15" 24.00 LF OF 15" 360 OF HD E@3.54% " HDPE a, 1.00% H PE @ 1.44% (2 2-2R1) (2R -2R2) (2R1-2S13) 10+00 STORM DRAIN '2R' PROFILE SCALE: 1 "=20' H; 1 "=10' V 390 •'1 370 360 350 11+00 LOOK 70 370 60 360 50 350 40 340 N 2=ON�titiLn r 0 Ln CM Ln Ln O r^� c r r C �� N^ M m NSO? 77 co N pprMce)CMCMcM O Na- NM Wit- Mc7(7 2m�L�ti NM + coM 00 Z Z Z p o— Z� co p CD U) �I�»>o Z o<a'>O C)< 0 o zzZ; U) zz U) U) > _ o o _ EXISTING GRADE ,--PROPOSED GRAD _ — — — HYD AULIC — _Tr G DE LINE 44.46 LF 33.87 LF OF 1 " HDPE @ ' HDPE @ 8.30" 43' (2M22-2 2 m 2M21-2M1 . U) c/) U) U) 0 0 00 co 10+00 10+40 STORM DRAIN '2M2-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V CO O O O c' N� ti N O CD M M N Q' Q Lo O� pUO�co(oco co + O�ZZD M M m M NpCOl,- + CO co M p CnU)�D 0<�;;0 — — — 0��0 U)Z z Q 3801 � > 380 HYDRAULIC GRADE LINE 370 370 360 35.25 F OF 15" 360 HDPE @ 4.74% (2R1-1-2R1) 10+00 10+40 STORM DRAIN '2R1-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V 70 00 e 370 coC)o(0N�N =NmLO OOInOLf)CD -�00 2M cv) 2CoOOm(ON un N cOCO N —' M I� n p r M O� N + CO 00 N r O co Co N p Q= co M M co N D+ M CO p m= M m m m M N m+ () M (n0ZZ� U)U)o�H �p<2ZZZ� U) C) 0 (� — I—r�»0 O��O >>>0 pQO I— p I- 360 360 0 o z z Z � Z 360 370 o z z z; U) `� 370 Q O HYDRAULIC — — — — GRADE LINE EXISTING GRADE 350 350 350 360 PROPosEd _BADE 360 )F 15" F)l.2 LF OF 15" HYDRAULIC 19% HDPE @ 4.11 % GRADE LINE 21) (2M31-2M3) 340 340 340 350 56.44 F OF 15" 350 HDPE @ 2.39% (2M61- M6) 10+00 10+00 10+40 STORM DRAIN '2M3-1' PROFILE: STORM DRAIN '2M6-1' PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 STORM DRAIN '2U' PROFILE SCALE: 1 "=20' H; 1 "=10' V 1. ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND STRUCTURES WITHIN THE RIGHT-OF-WAY SHALL CONSIST OF TYPE I SELECT MATERIAL AS DEFINED IN SECTION 207 OF THE 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO 95% OF THE SOIL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. 2. BACKFILL SHALL BE SUITABLE MATERIAL REMOVED FOR THE STRUCTURE, ALTHOUGH THE ENGINEER MAY REQUIRE THAT BACKFILL MATERIAL BE OBTAINED FROM A SOURCE WITH THE CONSTRUCTION LIMITS ENTIRELY APART FROM THE STRUCTURE, OR OTHER APPROVED MATERIAL. THE OPENING TO BE BACKFILLED SHALL BE DEWATERED PRIOR TO BACKFILLING. BACKFILL SHALL NOT BE PLACED AGAINST OR OVER CAST -IN -PLACE BOX CULVERTS OR OTHER STRUCTURES UNTIL THE TOP OF THE CONCRETE SLAB SECTION(S) HAS BEEN IN PLACE FOR 14 DAYS, EXCLUSIVE OF DAYS ON WHICH THE AVERAGE HIGH -LOW AMBIENT TEMPERATURE IS BELOW 40 DEGREES f IN THE SHADE OR UNTIL THE CONCRETE CONTROL CYLINDER(S) HAS ATTAINED A COMPRESSIVE STRENGTH EQUAL TO 93 PERCENT OF THE 28-DAY MINIMUM DESIGN COMPRESSIVE STRENGTH. 3. BOX CULVERTS SHALL NOT BE OPENED TO CONSTRUCTION TRAFFIC UNTIL CONCRETE HAS ATTAINED 100 PERCENT OF THE 28-DAY DESIGN MINIMUM COMPRESSIVE STRENGTH AND HAS A BACKFILL COVER OF AT LEAST 4.0 FEET. THE MINIMUM HEIGHT OF BACKFILL COVER REQUIRED TO PROTECT PIPE CULVERTS FROM CONSTRUCTION EQUIPMENT SHALL BE IN ACCORDANCE WITH STANDARD DRAWING PC-1 FOR THE TYPE AND SIZE SPECIFIED. 4. ALL STORM STRUCTURES AND STORM PIPES CONSTRUCTED ON FILL REQUIRE INSPECTION BY QUALIFIED PERSONNEL REPORTING TO THE ENGINEER/OWNER THAT INSTALLATION IS PER VDOT SPECIFICATIONS. 5. ANY STORM PIPE WITH A CONSTRUCTED SLOPE <0.5% WILL BE REJECTED BY ALBEMARLE COUNTY AND WILL NEED TO BE REPLACED AT THE CONTRACTOR'S/OWNER'S EXPENSE. !C•1j '1 • 370 360 Alan Franklin PE, LLC Civil and Site Flan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alas@alanfranklinpe.com P_T H OF � v Alan G. Franklin Lic. No. 35326 o �. Fss / o NAB KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 390 WE 370 360 350 340 330 391 m, • 371 361 m 341 33( ME 370 360 350 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 STORM DRAIN '2S' PROFILE: STA. 10+00 - 16+60 SCALE: 1 "=20' H; 1 "=10' V 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 STORM DRAIN '2S' PROFILE: STA. 16+00 - END SCALE: 1 "=20' H; 1 "=10' V 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 STORM DRAIN '2V' PROFILE SCALE: 1 "=20' H; 1 "=10' V C\j N s It O M N LLJ m N,� C 7 M 0 + M M CO ~ Z O IW Z o F p p Z 0 CO > r F— Z 380 ;oCoti��cM9 L�-�0 37 �, 0 370 0 m O LO V) L6 LO N 0 N L0 LO p > co co M m + M M 0 Q�ZZ� cn�CD > p » O O EE O 370 370 z z z 370 360 360 0 > HYDRAULIC GRADE LINE i 360 360 - 360 350 — -- 350 25.50 LF OF 15" IT HDPE @ 2.94% (2T2-2T1) HYDRAULIC 350 350 I 350 340 GRADE LINE 340 25.17 LF OF 15" U) HDPE @ 1.0 % j (2V51-2V5) o_ co 10+00 10+40 10+00 10+40 STORM DRAIN '2V5-1' PROFILE STORM DRAIN '2T' PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V 390 ' s • 370 360 350 340 330 a •, • 70 50 ,m 30 Alan Franklin PE, LLC Civil and Site Flan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alas@alanfranklinpe.com H OF � v Alan G. Franklin Lic. No. 35326 o �. Fss / o NAB KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FILIAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 r �Uoo 0 0 N r- O L0 L0 L0000r1_ N w + 00 N 00 cM 00 06 O coQ (n co ce) + M M M CD Z j UJc/)> LL ��>0 360 � z � z z 0 p > 350 - 340 - 1. " 8' 36.32LFOF18 HDPE @ 2.06% 330 _ - oD 0 (n U a_ 00 10+00 10+40 STORM DRAIN '2W' PROFILE SCALE: 1 "=20' H; 1 "=10' V N�joo X=00�ti Q W cM) ��Z Q Q M 0��zh- o z O��z Q 350 0 H 0 Q > 340 . LF 0E- 330 1'2' �_45.00 LF OF 8" HDPE @ 1.49% (2X2-2X1) 320 m U d co 10+00 10+40 STORM DRAIN '2X' PROFILE 37 35 SCALE: 1 "=20' H; 1 "=10' V 370 360 350 340 10+80 11 +20 M ^ LO Lf) V) LC) Lf) 'T ^ (O m 6) L0 00 co O CO CO N 00 00 r, CO O M O O O 00 1,-Lo r M r r N It Liz 00 1` N r_ LO 00 N m LNf) L0 � � 't m LO Lc) It It M L0 It IQ + ('') M M M QC?+ M co co Q m+ co co U)C Z ZU Q N 2i ZCO ��� p Q p EXISTING GRADE p Q p p Q- p fp z z O PROPOSED GRADE co u~7 z O O --> -- c M^ o Lis Lss-rrs �r� r O o r co L0 LO z 0 - z z 360 COONww t-- C;o� L0 It 0 Q 0 + r M r r r r Q N m LO Q ` > > p m CD Lo M M C47 N m+ M co Q +M CO M zz Z 11 +60 ® - • - - 3ZDTLr OF 15' HDPE @ 1.43% (2W5--2W4) HYDRAULI GRADE LIN 12+00 12+40 350 360 co - - z `� - z ' `� z 360 360 O O EXISTING GRADE > > PROPOSED GRADE _ - - 1. 3' 340 350 HY DRALiTC 350 350 GRADE LINE w 330 340 - 1, _ HDPE-51.00 LFO 110 340 340 EE w 31.84 LF OF 18" w i- (2W32 W3�) Q HDPE @ 1.73% Q (2W31-2W3) U) U 0 0 a_ co co, 12+80 10+00 10+40 10+80 STORM DRAIN '2W3' PROFILE SCALE: 1 "=20' H; 1 "=10' V i J ti O �l� � X C) ti, N N X lb CD � M M M N x 00 O r ��N04 �C\j CD cMc�M NCDCOItccoomcM N O4M LO cMOmMM 0co(04M Q Q+ M co co M Q M+ M M co co Q U+ M M M co M Q�+ M M F Hr�ZZI- ��ZZ� �Qr�ZZZ� cy)�QrG? EXIST NGGRADE I - I_ >>0 >>O ��>> j0 QQ�0 PROPOSEDGRADE OOcn zz> ��ZZ �cn zzz NCO z z 350 o - 0 - - - - > > 1�YDRAULI 1.3' - - GRADE LINE 71.79 LF F 15" HDPE @ 11% (2X6-2X ) 340 I{ .2o5Q°1� X3-2X2 31.86 LF OF 18" 45.04 LF O 18" H PE @ 3.30% 1.1' HDPE @ 2. 2% i (2X4-2X3) 5 2X4 330 co cn � U Q > co co 10+80 11+20 11+60 12+00 12+40 16+40 16+80 STORM DRAIN '2J' PROFILE: CONT. SCALE: 1 "=20' H; 1 "=10' V SL-1 #5 BARS 0 8" C-C TYP. I I I I I I I � I L30" DIAMETER ":: •'' ; T-T BOX CULVERT INVERT ELEVATIONS TO BE ADJUSTED PER FIELD VERIFICATION OF STREAM INVERTS AND APPROVAL OF ENVIRONMENTAL CONSULTANT FOR COMPLIANCE WITH PERMITS J 0 JJ O 0 J 0 _J LO O >Q I� >d> r 06 c} M > co M QC) . QCD wiz w<z EXISTING GRADE 370 PRO OSED GRADE 370 MODULAR BLOCK MODULAR BLOCK RETAINING WALL TO SHALLOW RETAINING WALL TO SERVE AS ENDWALL WATERLINE TO 3' SERVE AS ENDWALL TW = 355.00 COVER OVER TW = 355.00 360 ERT TO 360 2016 ROAD & BRIDGE STANDARDS PROVIDE 1' SEPARATION 1' 350 _ _ 350 X 63 LF OF DOUBLE w PRECAST CONCRETE 340 z BOX CULVERT 340 w 4' (SPAN) X 2' (HT) Q (0.50% SL PE MIN.) a 0 00 10+00 10+60 BOX CULVERT Cad LAZY BRANCH LN STA. 31 +63 SCALE: 1 "=20' H; 1 "=10' V (DOUBLE - 4' X 2') #5 BARS 0 8" C-C TYP. J_ 30" DIAMETER t STRUCTURE SIZE AND WAI I THIr^.KNFSS VARIES PLAN LAN r w r ' CLASS A3 CONCRETE SECTION A -A SECTION B-B NOTES: 1. THE STANDARD SAFETY SLAB (SL-1) 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 8' 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. 2. THE COST OF THE SL-I IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN 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 0 8" C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. . '. •' '. • . •' ^ ;i. ^ ; '. '. ' '. '. ' '. ;'.► 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION REFERENCE ROAD AND BRIDGGEE.STTANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.14 2016 ROAD & BRIDGE STANDARDS 370 360 350 320 350 340 330 370 MODULAR BLOCK RETAINING WALL T SERVE AS ENDWALL TW = 362.00 ^ 0 0 m Liz LO u') r^ 0 cy (y) co O O r M M M N CO CO Lf Co U-) 60oOoww X O O0) r + U O co co co M M N m +) zz CO M co< 2 Z Z Z= U) QCD Z� ���zzz0 01- z0 -' ~O z 0 Q > > EXISTING RADE PROPOSED GRAD \--50.60 LF OF 15" HDPE @ 2.33% (2X51 2X5) 10+00 10+40 STORM DRAIN '2X5' PROFILE SCALE: 1 "=20' H; 1 "=10' V N _ N LO L0 Q N� r� d7 N + cMLM U)0C D O0 z 360 - HYDRAULIC GRADE LINE _ - 350 340 48.00 LF F 15" HDPE @ 6 50% (2X52-2X51) 10+80 11+20 �^ 0 0 0 0 CD r^ 0) O LL) M r r 0 0 0 0 N ^ 0) LO LO V) ^ O O Lfi Lf) L<7 Lt7 m r 0 L(i 117 XC C:) NNr 4COtiOCo X= JOOrrI­ co co" 't XOOrMMMN Core N + Ln X r CO 00 N (/) + (0 (0 CO M X O Ln O N + LO 00 00 M 0o x Q ('M Lr0 0) U O� c'') M M N m I� d cM Q O M M M N m p O M C-) M co N Q N 4 CO Q M r M M M c'M Q m+ c') M Q Q r co cy') M M p (� + M M r M M M M co + M CO �ZZI- (np��� �H<ZZI- C(. F <ZZZI- oU) p(n�»0 EXISTING GRADE pQO �I-��>j0 QQ�O Q��>>>O 0Q�0 zz> PR POSED GRADE �(~i> > 00 zz> �� zzz Q� -- a - o Z 350 350 » = o z 350 360 - - - z z 360 > > > 0 _ > RAULi£- - - - - _ - HWYDKAULIC GRADE LINE _ - GRADE LINE - 4 340 340 340 350 _ _ 350 40.89 LF OF 5" HYDRAULIC 1.1 HDPE @ 10. 4% (2X31-2X3) GRADE LINE 330 330 330 340 -340 U) (n U 23.69 LF OF 15" HDPE @ 5.91 % (2X5B-2X5) co 10+00 10+40 10+80 10+00 10+40 10+00 STORM DRAIN '2X4' PROFILE STORM DRAIN '2X3' PROFILE STORM DRAIN '2X5B' PROFILE SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V BOX CULVERT INVERT ELEVATIONS TO BE BOX CULVERT INVERT ELEVATIONS TO BE ADJUSTED PER FIELD VERIFICATION OF STREAM ADJUSTED PER FIELD VERIFICATION OF STREAM INVERTS AND APPROVAL OF ENVIRONMENTAL INVERTS AND APPROVAL OF ENVIRONMENTAL CONSULTANT FOR COMPLIANCE WITH PERMITS CONSULTANT FOR COMPLIANCE WITH PERMITS J 0 0 J 0 0 J 0 0 J 0 0 J LOO J LLOO J 00O J 000 Q ti co, Q co 0) � o � � � o+ t SHALLOW WATERLINE � + M D CD > CD > o > TO 3' COVE OVER CD w Q z w Q z w Q z CULVERT T PROVIDE w Q z_ EXISTING GRADE 370 370 cn 1' SEPARATION 0 370 PROPOSED GRADE MODULAR BLOCK MODULAR BLOCK EXISTING GRADE MODULAR BLOCK RETAINING WALL TO RETAINING WALL T PROPOSED GRADE RETAINING WALL TO SERVE AS ENDWALL SERVE AS ENDWAL TW = 362.00 TW = 359.00 360 360 3,7' _16 350 - ��,-__ - -350 X w z 340 w 65 L OF PRECAS340 T CONCRETE BOX aQ CULVERT, OR EQU L 6' (SPAN) X 4' (HT) 0 (0.50% SLOPE MIN.D c J 10+00 10+60 BOX CULVERT Cad LAZY BRANCH LN STA. 26+40 SCALE: 1 "=20' H; 1 "=10' V (6' X 4') 10+00 10+40 10+80 11+20 11+60 12+00 STORM DRAIN 'CC' PROFILE SCALE: 1 "=20' H; 1 "=10' V 370 360 350 SERVE AS ENDWALL TVV = 359.00 360 1� 1.4' 350 � ------�� - � ^�- '-� 350 X w 340 z w 66 LF OF PRECAST 340 Q CONCRETE BOX < CULVERT, OR EQUAL 0 8' (SPAN) X 4' (HT) 0 (0.50% SLOPE MIN.) co 10+00 10+80 BOX CULVERT LAZY BRANCH LN STA. 19+13 MODULAR BLOCK RETAINING WALL SERVE AS ENDW TW = 358.50 35 34 33 SCALE: 1 "=20' H; 1 "=10' V (8' X 4') BOX CULVERT INVERT ELEVATIONS TO BE ADJUSTED PER FIELD VERIFICATION OF STREAM INVERTS AND APPROVAL OF ENVIRONMENTAL CONSULTANT FOR COMPLIANCE WITH PERMITS MODULAR BLOCK RETAINING WALL TO SERVE AS ENDWALL TW = 358.50 350 340 330 10+00 10+80 BOX CULVERT @ LAZY BRANCH LN STA. 11 +70 SCALE: 1 "=20' H; 1 "=10' V (4' X 4') Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 aIan@aIanfrankIinpe.com Alan G. Franklin Lic. No. 35326 T = Fss / o NAB KEY ISSUED: 08-09-19 SCALE: REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 O _ q W �o7 tI I , x CDx ,Alea - ��_ � � � oo � C� \ I �� -!� ��� %�� ° NCo 1v II I I ENDTION I I Jv �o TYP. I I o os Vx \\ Jv PARCOURS \ , I _ \ - - - -- 1 + ATIO T - - S YP I QW �\ --- i I I xJv I I I 0 1 I I 10' ASPHALT CF j I QC+ TRAIL, TYP. C GF 0' ASPHALT TR TYP. ------ _ 24" NYLOPLAS _ _ _ 6 _ _ 1.0%_MIN. _ 60.73 MANHOLE - - I o - - - - 60.93 361.24 �' < 5.0°/0 )-� -- __ - -" ---- ------------ - - - - - - ----- 60 I I I I LP 59 36°r� 6;' HDPE UNDERDRAIN�61. .24 - MI. C. \ \ 24" NYLOPLAST � - - - - - - - - - --- - - - - -- YARD DRAIN AGES 2-12 cf.CF.to - CO LO �� PLAYGROUND <5.0% �' - <5.0io I II ADA COMPLIANT DBL. SHREDDED MULCH -- - - ----- - - - - -- - - - - - o-- \ I (7,200 SF) BOTTOM OF CONCRETE - - - --------- - - - - -- RAMP TO BE COVERED BY MULCH SURFACE r\ I 1 62 o a 362 o 1 N N o 6 HDPE @ 36 .27 I 2.44 1.0% MIN. �g��qqqq 30 360 O 362.4 � 362:77 I I � 362.81 I I I 362.81 I (� SPEE-D DRAIN I L�. o BN gN+CD I � I I I I 0 . BN BN 1_ KI SK 63 13 I o I � r co I co coco co CO CO 6N gN � I I L D PAVILION 363.1 { 363.21 24. X36 63.1 <5% 63.21 CONCRETE 363.2 363.21 I 363.2 i 363.29 3 9 363.29 � z -i I I " ES I LD Lr' 363.37 R H A TY 6 DP 363.37 R S Rp� M 1 'x1 I I UI I 1 63.42 o O r� L 6 o I �A61 z I I OADA Q �D� F� U� TAJN L A�j ✓ I I of I �_� I TYP S D HP 363.59 58 394.00 Z \ I HP 363.59 (4,63 SF) w HP 363.59 O� I I I I I I I I ZI �I w 363.42 I I I 11 I \ G IL TYP . Q,,, 0 LI• 63.37 363.37 L I 6s.29 CONCRETE ES 64.22 3 9 363.29 PICNIC TABLES 62.14 <5% 363.21* 363.2 TYP 363.121 363.21 24'X36' I 0 63.13 PAVILION 363. �I E 1 II �� BN BN o 0 0 I gN BN I co C) 00 (0 co 0 0 O co�,� CM M co V) M +BN gN I I II SPEE-D DRAIN 362.81 362.81 362.81 PVC@ 362 62 77 6 0 .44 O O 62�44 � O 362. 1• /o IN. 1 BOTTOM OF CONCRETE RAMP TO BE COVERED BY COLO 36 .27 MULCH SURFACE I I 362 I 8 I 0 /1 I Ni MULTI -PURPOSE o� LAWN CN - CONCRETE STAIRS TREADS=1.33' RISERS=7"+1/4" WASH PLAYFIELD SEEDED -- - - - - - - - - - - - - - - - I' SEEDED ENDWALL, I i I 2' CURB TRANSITIONS AND (7,021 SF) TYP. I I 6' FLAT -FLUSH CURB TO I I I PROVIDE ADA ACCESS TO JV I LAWN AREA BEYOND 361.24 - 6" HDPE UNDERDRAIN _1. �61.24 co x J 1 I J 6„ X + 1 F -- ------ ---� JAM � I I J I I Jv I / x Jv / .A I �S + c\1 . "' MULTI -PURPOSE Xy LAWN I SEEDED ` (6,000 SF) I I I I I I I I I I I I + AS + Jx Q r c�x Qw i II x M � gN + gN X CO x �O A MAIN PARK IMPROVEMENTS 69 ill =20' 7 I I I' i I I I I I ��aoa a - a oao a°aa0a I , I °oa°o°°oaaoa I a°O°°a°°aaaa= / I °0°°°°°a° / 00 a° a° a I as °a °aP< °aaa°°�aa a o 0 a i / �a / / °°oa/Oa / o°C14n / Oa°a00- 0.000P °a°°0 I o0- ° I I as°a I °a0 I La°° � I I/ it I a °a I �0 / 00, I I / a a I 1 0 10, 20' 40' BENCH TYP. 4" SHREDDED MULCH PLAY SURFACE - 4" LOWER THAN TOP OF CURB - ATOP 4" COMPACTED VDOT #57 STONE VDOT CG-2 PLAYGROUND LAYOUT PLAN BENCH TYP. 6" SCREENED TOPSOIL - 4" LOWER THAN TOP OF CURB - ATOP FILTER FABRIC MEMBRANCE AND 4" COMPACTED VDOT #57 STONE VDOT CG-2 MULTI -PURPOSE LAWN PLAN CONCRETE PAVEMENT SECTION 120' 9' CONCF 120' 001 12' 3000 PSI CONCRETE W/6x6 10/10 REINFORCEMENT - SEE PLAN FOR JOINT ALIGNMENT VDOT CRUSHER RUN STONE BASE SUBGRADE COMPACTED TO 95% STANDARD PROCTOR c_o N 55.5' TYP DEPT. OF PARKS & RECREATION TO SPECIFY PLAYGROUND EQUIPMENT AND LAYOUT OF SAME INSTALL STANDARD PARKS & REC "PARK LIMITS" PLACARD AT TOP OF EACH POST ON OPPOSING SIDES (FACING TOWARD PRIVATE PROPERTY AND FACING TOWARD PARK) 4' LONG 4"x4" PTL POST BURIED 18" DEEP BACKFILL VOID BETWEEN HOLE AND / POST WITH DRY CONCRETE MIX AND <\ WATER -IN THOROUGHLY */1 Irew;-191 NOTE: POST LOCATIONS ARE SHOWN AND NOTED ON PLANS. POSTS ARE TO BE PLACED V INSIDE PARK BOUNDARY 8 LIMITS TO AVOID DISTURBING PRIVATE PROPERTY CORNER IRONS. DIA PARK BOUNDARY MARKER POST & SIGN PLAN ACPR ALBEMARLE COUNTY PARKS&RECREATION PARK BOUNDARY Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF c Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB =w LL � Z J 0. m � z �- � w wCN >> w =Q° o' �zw � J Oz� � QQm � w- J Q z L.L KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 — \ G ° o0o rJ - O ° °oO0Gj C\OO O 0O G 0O 00Or° O \oOOGr O OOO 00OG G OGOGOGO00 — \O O0GO0Go00 oG GO\OOo00 0 0G0000G G Go\GG\° �°o0°o� O°O°oQ0 oCO°o°°0\00 O0GO°0000 O00o0o0 oG0OGGoGOO0\G GOOGOC)0oG00OooG\ OG OrO0oGG GGG OGOG 0oOOo0Lc c o oo/0 O G GoOG °Go\GoGG G 0 GG GG oo\oOGoG\ rG G\ oGcj oo G OG \ (°00o0OC 00oQGu °oG°oOG GG 0- oO00O oO° ° )U \V o 0000 O0 0OO Or ooGoGOI ooOG oOI- 00OG 0G GOC oo, o O°G \O0 �u \\0 6ASPHALT 0010O 00-'0,o0 0\.G\\ �GoTRAIL, TYP. G\\C, -(c 0�°O0°O\10 I GGG 0 o O -\�\ p °�0 r°°;OO OV0o\oc:,u0G o PARCOURS \-0000or0°-100 STATION, o\00000\00 OGo°GTYP 0r-j0GG\O O O VO o o\Oo Or O o J V 000 0 v r, J \ / r O \ \ \ \ I \ \ A \ or�ri�-ir--0 8 r o r. °o`r PARCOURS \ \\ STATION, TYP X X y V A \ \ ' � A XX 8' BLACK OR GREEN X X X \ \ \ \ VINYL -COATED X \ \ PARK LIMITS \ I \ \ \ \ I I } H X \ \ \\ ' \\ \ MARKER POST AT \ - e CHAINLINK FENCE \ \ \ \ \ REAR LOT CORNERS, \\ \ TYP. A- f \ \ \ \\ \ I \ \ 10' ASPH T k \ \ TRAIL + T 1 \ I I � \ + 1 11 I I I FINAL PATH LOCATION TO BE f � � � ' ` DETERMINED IN THE QUARRY POND f I I FINAL PATH I \\ (' FIELD / A% 1/4 ACRE I I LOCATION TO BE _ SPAN OF / i 4- EXISTING + I I DETERMINED IN THE \ STREAM REQ / \ \ I I FIELD \ (10' MIN. WIDTH) / / _ f r ,. �- + I I I �J I \ f + f I I I I / vvII \ r 1 \ � I \ MAINTENANCE I \ `ENTRANCE / 6' ASPHALT TRAIL, TYP. I I K OR GREEN j'/ VINYL -COATED '� CHAINLINK FENCE �y' o0� a i -I06 � / 00 0 / 12 / , G G0 �+ P'O PARCOURS O \'�TION, o \ GOo�O TYP O f \G/ ` p��(.`b G � / ` \ / - r / \ V A / OO 00 Gj, A / / °° r _ / O 411%� � ij o '-' ��� / 0 �/ 0 � G f O0 O O 1 5' BLACK,C GREEN \ / / 00 O y / / x ♦; x VINYIlPCOATED \ \�---�� 00000 / G �- ,p\ ID O OAINLINK FENCE G05 BLACK OR GREEN D ODSO ° OG O°oCHAINLINK FENCVINYL-COATED BARKPAR o�X h, I , I DOUBLE SEED OR '� I \ / O � J O9 o I I I DOUBLE SHREDDED 0 O� G� MULCH l o \S O 1 \ I x O J / I PARK LIMITS / / ° II I II MARKER POST AT \ / o; \ J \10 �O I I x I REAR LOT CORNERS, TYP. I �or� i , oo GO O0OG ,`L % / SALLY ♦ 1 ,r o 00 / ° om �o TRASH ff\X OG 40 oG GTRASH Or LOCATION TO BE Gr\ X x H \Oo, 0 o KIOSK FIELD G FINAL PATH ID / r'I x / V �Cr °cGj Cc) Ojr o \ .G� \ I ° 'o�� 6'ASPHALT �_��� 10°/ / J ��� �� TRAIL, TYP. / ,�� °0 GG\ PARK SIGN \ y G�- Gti / \ — — +°� CGr00 IOOO / V 00 / J> PARCOURS \��� — — -- \ — �� �J �O ,�O / -� - s I / STATION,oqG°o /. .01 �o �J IN vo ► IX 5� 5� e N. IN X\ cN x 5, / \i �> s / 56O�TYP ° P oo G5 G n r_ � J � o b oo \ I 1 ° C �D ° 00 J �V IUO 6 ASPHALT I o G o O —\ y y TRAIL, TYP. OG °0\00\Go O� p5 I � J JJ+ \ \ oc Goo\000 / J OG °o GG °G �o 0C \\\\\GOB 0, Go0GoGo G 0\ \0 oy �o°oyG00o°1 o \ o ,GOOGGoGGo G o \ J y'. V A p". g5 Of O�oOO°OGo'o \ G o o ®c I 1b, y oc G oOO o\�- V oG °° Dor°G°G O i \ ° A DOG PARK IMPROVEMENTS 70 1ll = 20' 0 10, 20' 40' 80' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_1 H OF c Alan G. Franklin Lic. No. 35326 W NAB KEY ISSUED: 08-09-19 SCALE: 1" = 20' REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 REINFORCED CONCRETE HEADWALL - (SUPPLIED BY OTHERS) CONCRETE HEADWALL/WINGWALL UNREINFORCED CONCRETE LEVELING PAD DISTANCE AS REQUIRED TO OUTSIDE EDGE OF FOOTING VERTICAL SETTLEMENT JOINT Y2' BLACK INSULATION BOARD JOINT FILLER BACKED WITH GEOTEXTILE. LOCATED AT TRANSITION FROM THE FOOTING TO LEVELING f MODULAR BLOCK OR KEYSTONE HEADWALL / WINGWALL " ONE FULL BLOCK LENGTF- MIN. AND EXTEND TO THE OUTSIDE EDGE OF FOOTING VERTICAL SETTLEMENT JOINT Y2' BLACK INSULATION BOARD JOINT FILLER BACKED WITH GEOTEXTILE. LOCATED AT THE TRANSITION FROM THE FOOTING TO THE LEVELING PAD. ° CONTECH " BRIDGECOR 01/4" x 19" x 5" HOOK BOLTS AS REQUIRED ON 16" TYPICAL SPACING - a REINFORCED CONCRETE ARCH FOOTING CAST -IN -PLACE CONCRETE HEADWALL OPTION MODULAR BLOCK VERTICAL SETTLEMENT JOINT /2" BLACK REINFORCED RETAINING WALL INSULATION BOARD JOINT FILLER BACKED CONCRETE (HEIGHT VARIES) WITH GEOTEXTILE. LOCATED AT THE HEADWALL (SEE ENGINEERING PLANS) CL TRANSITION FROM THE FOOTING TO THE LEVELING PAD. REINFORCED CONCRETE HEADWALL + a Q)3/a" x 19" x 5" HOOK (SUPPLIED BY OTHERS) ' BOLTS 16" ON CENTER FULL PERIPHERY r z co CONTECH CONTECH BRIDGECOR BRIDGECOR Lu MODULAR BLOCK OR a LLl KEYSTONE HEADWALL / QJ3/a" x 19" x 5" HOOK U) WINGWALL BOLTS AS REQUIRED - ON 16" TYPICAL I 5" SPACING MIN. DISTANCE AS REQUIRED TO OUTSIDE EDGE OF FOOTING - REINFORCED CONCRETE ARCH FOOTING CAST -IN -PLACE CONCRETE/MODULAR BLOCK COMBINATION HEADWALL OPTION ARCH FOOTING MODULAR BLOCK HEADWALL OPTION CONTECH ARCH BRIDGE HEADWALL OPTIONS TYPICAL DETAILS - SEE APPROVED CONTECH DRAWINGS N.T.S. r. P w cn a SOOTING STRUCTURE PLAN VIEW " AS DESIGNED BY THE ENGINEER, THE REINFORCED CONCRETE FOOTINGS MAY BE WIDENED AT THE ENDS OF THE STRUCTURE TO: • ACHIEVE AN ADEQUATE HEADWALL WIDTH. • MAINTAIN THE SETTLEMENT JOINT AT THE FOOTING / LEVELING PAD INTERSECTION. • COMBINE THE ABOVE WITH A WINGWALL INTERSECTION AS REQUIRED. NOTE: 1. OUT TO OUT OF FOOTING IS A CRITICAL DIMENSION. (SEE PLAN VIEW) 2. SEE ENGINEERED DRAWINGS FROM CONTECH FOR CONSTRUCTION. 8" MIN. LOW PERMEABLE SOIL (TYP.) REINFORCED CONCRETE HEADWALL/COLLAR (PRE -CAST OR CAST -IN -PLACE) ROUND STORM PIPE (SIZE VARIES - SEE PLANS) VERTICAL SETTLEMENT JOINT Y2' BLACK INSULATION BOARD JOINT FILLER BACKED WITH GEOTEXTILE LOCATED AT THE TRANSITION FROM CONCRETE TO MODULAR BLOCK 12" MIN. 14 a, REINFORCED CONCRETE HEADWALL (PRE -CAST OR CAST -IN -PLACE) 12„ " CONCRETE BOX CULVERT MIN. = (SIZE VARIES - SEE PLANS) ,a 44 IL 04 VERTICAL SETTLEMENT JOINT Y2" BLACK INSULATION BOARD JOINT FILLER BACKED B PIPE/BOX CULVERT HEADWALL OPTIONS 71 TYPICAL DETAILS - SEE APPROVED WALL PERMIT DRAWINGS N.T.S. DRAINAGE SWALE RETAINED KEYSTONE CAP UNIT BACKFILL SOIL J KEYSTRIP REINFORCEMENT WALL BATTER 1 32 BACK DRAINAGE (AS REQ'D) KEYSTONE KEYSTEEL UNIT 24" UNIT DRAINAGE FILL 3/4" ROCK OR CRUSHED STONE pi UNREINFORCED CONCRETE SCOUR DEPTH AND SCOUR OR CRUSHED STONE PROTECTION (AS REQ'D BY w LEVELING PAD DESIGN). o w U) z KEYSTRIP REINFORCEMENT LENGTH < (D (SEE KEYSTONE KEYSTRIP - cy_O w DESIGN SCHEDULE) z� _m 0 N C 71 SUBDRAIN (AS REQ'D) KEYSTONE MODULAR BLOCK RETAINING WALL TYPICAL SECTION (GENERIC - SEE PERMIT DRAWINGS) N.T.S. 0 b w w U) Q THE DETAILS ON THIS SHEET ARE GENERIC DETAILS INTENDED TO SHOW HOW CERTAIN ELEMENTS ON THIS SITE PLAN CAN BE BUILT TO OBTAIN SITE PLAN APPROVAL. IN ADDITION TO SITE PLAN APPROVAL, OTHER COUNTY PERMITS ARE REQUIRED TO BUILD RETAINING WALLS AND BRIDGES. APPROVED, ENGINEERED CONSTRUCTION DRAWINGS SHALL BE USED FOR WALL AND BRIDGE CONSTRUCTION. ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com OF c Alan G. Franklin Lic. No. 35326 W T � Fss / O NAB =w U) Z o(D �ry J � � m N � Z W � Q O � z w ry J O ry LL < :5; J \ m 0- J J Q W H J Q Z L.L KEY v J Q w 0 w U) z w 2 U) ISSUED: 08-09-19 SCALE: NONE REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENTS 10/01/19 - VDOT/ACSA/CO COMMENTS 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72 ►Ian Franklin PE, LL( Ian Franklin PE, LLC Alan Franklin PE, LLC CONSTRUCTION TRAFFIC MANAGEMENT PLAN REQUIREMENTS: VDOT NOTE: /' \ - THE PROPOSED ROAD CONNECTIONS AND PROPOSED LEFT TURN LANE "SHOULDER DRAINAGE SWALE DIRECTS FLOW A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY SHALL BE SET UP AS CLOSURES" ON GLENMORE WAY AS DESCRIBED IN THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL ti' FROM ROUTE 250 TO MAIN STREET_ THE LOCATION, WIDTH AND DESIGN ASPHALT -PAVED CONSTRUCTION ENTRANCE J'' f ' \11427 Civil and Site Plan EngineeringCivil Cranberry Lane TO SEDIMENT TRAPPING DEVICEEngineering and Site Plan 427 Cranberry Lane OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF WASHING EQUIPMENT TO INCLUDE: -" CONSTRUCTION s - THE COUNTY'S DIRECTOR OF COMMUNITY DEVELOPMENT (THE • FIRE HYDRANT OR WATER r� /� `"\ r' -DIRECTOR"). IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME TANK/TRUCK TRAFFIC ROUTE, TYP. y a 4 µ . ,,, 4` �•^: AND NATURE OF THE EXISTING USE OF GLENMORE WAY BETWEEN 01" DIAMETER HOSE W/ NOZZLE (' ' ) - �w 'r Crozet, VA 22932 434 531-5544 alan@alanfranklinpe.com 70' MIN. 3" SM-2A ASPHALT TOP COURSE A EXISTING Crozet, VA 22932 434 531-5544 alan@alanfranklinpe.com ROUTE 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND • (2) - 21/2" NYLON WASHING BRUSHES / -.- �/ K PROPOSED r_--� ©/ ... ;��0,\ ° ° 2 /° 2 /° PAVEMENT • 4 EQUESTRIAN RIDERS, THAT THE PATH DEPICTED ON THE APPLICATION (2) HEAVY DUTY 30" PUSH BROOMS LEFT -TURN LANE ;i`"�'DIRECT ALL WASH WATER TO PLAN WITHIN THE 70-FOOT WIDE BUFFER MAY SERVE AS THE SHARED % �: , " s• ' ~ ` r `� SEDIMENT TRAPPING DEVICE I USE PATH, BUT THAT PATH IS LATER DETERMINED (PRIOR TO THE END \ S OF THE TERM OF THE CTM PLAN, AS ESTABLISHED THEREIN) TO BE / �/ - ti� .1'r \O�t` `��- INADEQUATE TO SERVE: ALL USERS, THE OWNER SHALL ESTABLISH A ❑ < ; •./�y _ _�5 •�� SECOND SHARED USE PATH SUBJECT TO APPROVAL FLAGMAN a y :' "` 'a ,6• VD DIVERSION DITCH VDOT #21A A AGGREGATE BASE OF THE DIRECTOR AS PROVIDED HEREIN. \: • FLAGMAN TO BE PRESENT DURING ALL HOURS B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL ': f >' OF CONSTRUCTION (M - F FROM 7 AM - 5 PM) r tlL. g w z b W W SIDE ELEVATION EXISTING w z ° � W V , SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF �, r „ • FLAGMAN TO STOP CONSTRUCTION VEHICLES w,•. ` ' �� F- z 0 C3 GROUND Z U TRANSPORTATION VDOT" INSTALL SUCH SIGNAGE AS DETERMINED '� : -/ f�'�.r' ("VDOT-), ONLY, GIVING PRIORITY TO NORMAL TRAFFIC , �{� `, TO BE NECESSARY BY THE DIRECTOR. - ,, Q W Z Q J , a Q iu s Q Q .• C. ESTABLISH AN ASPHALT -PAVED CONSTRUCTION ENTRANCE 'r �/� --� // f ,\ `/ %�, TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET / �' / �� \ 1 J Z z — > a Q > 70' MIN. ~ a W � i INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF FI.E ?kI+I% ,,-^^ OF EXISTING / �%r� ti ; r.%COCA ON e �. / . /- I, THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE SUFFICIENT TO kHEAD - STEAMER DRIVE.r - z + .= � . ca z U J LL o a `� w a T 10' MIN. V U Y� - _ --' / ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE PROPERTY, r 'F , rr ^~ t- Q H zo ASPHALT PAVED WASHRACK a LL I- Z $ z m TO REDUCE DUST, SOIL, SAND, MUD, GRAVEL, AND OTHER :j !,�- SUBSTANCES BEING DEPOSITED ON GLENMORE WAY, AND TO 'r- "'' / /` Z I O _ ACCOMMODATE A CONSTRUCTION VEHICLE WASH -DOWN AREA. THE FLAGMAN AHEAD jj r �� s %{ L < •`` 4, r..rT / ,b'.--' ;.� n`. r"�`.. ' '''� / r ? 51 "3 f /''%t LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET SIGN z �'r i 1; , I.. /� r \-, ' \`.: Z LY L %< }- — O w 1.1. .. f 12' MIN. EXISTING � Z w /- ✓ \ i • �- -�% CONSTRUCTION ENTRANCE SHALL BE SUBJECT TO APPROVAL BY z I- THE DIRECTOR. PAVEMENT 2% 2% z U D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA 10' WIDE SHARED �: WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE. THE USE PATH l,:f - r j� -_ t ---_ WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO J ,f r � � '. ' - .- , I _ s r- ��(SEE DETAIL) / ''• :- ' - r ,— ....r r' / 1 - `i19`?`i �+, (n Z DIVERSION DITCH MIN. POSITIVE DRAINAGE 10 MIN. WIDTH AT DESIGN WATER TO SEDIMENT (� Z ; I i REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER SUBSTANCES FROM - M,,.n. w t "' SI I l;,ti" , ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE "' "~ / ! �I r I 1 pL' I ; ± _ _ ` BEFORE IT ENTERS ONTO GLENMORE WAY FROM THE PROPERTY. THE w' 'r' ` f -•_�j O ELEVATION IS 4.0' TRAPPING DEVICE OU WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO �. ;t / ., \ }..... G LENM3-J APPROVAL BY THE DIRECTOR- __ ''r.` _ E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF �- `-""" - f g ✓ -' 7 I i ' N GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE AT 1. CI, I I I { .. = EAST ^=. g' , SCALE: 1" = 100' PLAN VIEW .....r SCALE: NONE ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND I : t % - ! V _ I r• - rt :, RIVANNA I i -1--1 U I. ` ` rt ISSUED: 09/21/2015 MUST EXTEND FULL WIDTH ISSUED: 09/21/2015 EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING AND - - : -- --.'�"�, EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR ` FIRE CO. + to �; _ 1- - i'. I ` �a _ _ -. COMMUTER AND ANY OTHER VEHICLES USING GLENMORE WAY. -- ' ^ DRAWN BY: AGF REVISIONS: 1. 12-2315,COA7M. DEV. COMMENTS 1 n OF INGRESS AND EGRESS SET �2 WATER HYDRANT WITH FROST OPERATION PROOF HYDRANT 3 ABOVE GRADE AND 4' DRAWN 8Y: AGF REVISIONS: 1. 12-29-15,COMM. DEV. COMMENTS xi� , ' z I." r - r , OFF EDGE OF PAVEMENT OR CONNECT " 70 MIN. 1 F. CLEAN THE INTERSECTION OF GLENMORE WAY AND THEI�7 -- #jp_ r ` F ..,1_ ."-..l I 4 �.� ij—,I-- 'I I�-� r.ri MAIN STREET CONSTRUCTION ENTRANCE EVERY EVENING OF EACH -� - �L ` HOSE TO FIRE HYDRANT OR WATER TANK/TRUCK _ _ . ! , 4 DAY DURING WHICHt t - CONSTRUCTION ACTIVITY OCCURS ON THEEl PROPERTY, IF NECESSARY TO REMOVE ANY SOIL SAND MUD RAVE F < �° 9 - \ - _ _ _ 2% LEE; - _. 17 -; �� i. C:. •' S > "�I.: OR OTHER SUBSTANCES FROM THE ROAD. _.. G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH ' _- _ . I uR WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION ACTIVITY ENTER "_ �_ =� -?- 4 -f I 1s ,5^_'''5"` —Il NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" . S _ .._ i FOR THE UPCOMING WEEK. ONLY L ;''a;;;.....:=""`'s•� ► ,. � l , �w,,;�_ �_�= N�°PJI.tdD 1 c�..� 1S HAS — '' bi teAir.emarle :;�u�?:,� SEE __ HAS�"r.. FUTURE PHASE F= SHEET SECTION A -A ALEEMARLE COUNTY CONSTRUCTION ENTRANCE ',Oi,ai,fW'rq�l De t lciomeirt Dedait; t .% SECTION E-ooi SHEET N.T.S. OF3 OF3 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane RIVANNA VILLAGE CONSTRUCTION TRANSPORTATION MANAGEMENT PLAN Crozet, VA 22932 434-531-5544 Rivanna Village LLC, the Owner and Developer (the "Owner") of Rivanna Village, which was alan@alanfranklinpe.com approved by the Albemarle County Board of Supervisors as ZMA 2013-00012, hereby establishes the following Construction Transportation Management Plan (the "CTM Plan") in satisfaction of proffer # 10 of ZMA 2013-00012: . EXISTINGJPROPOSED Z TREE, TYP. I i Z 1. The Owner shall establish, construct, and maintain a 10-foot wide shared use path along Glenmore Way from Route 250 to Main Street, as shown as "10' Wide Shared Use Path" on the attached exhibit prepared by Alan Franklin, PE, LLC, entitled "Rivanna Village w w Construction Traffic Management Plan Exhibit" dated September 21, 2015 (the "CTM W Plan Exhibit"). LLU 0 � J I Z ;Jz<< 2. In addition to an temporary traffic control si na e required b the Virginia Department Y p rY g g q Y g p Q J � w of Transportation ("VDOT"), the Owner agrees to install such signage as determined to / > U C) be necessary by the County Director of Community Development (the "Director"). 3' MIN. 1 3' MIN. / ILL. I � ILL H Z Z c m 3. The Owner shall establish and maintain an asphalt -paved construction entrance to the EX. GRADE VDOT STD. HR-1, TYPE 3, OR EQUAL, 10 o Z M }— = Rivanna Village property at the intersection of Glenmore Way and Main Street, in the 2 2 RAILING WHERE REQUIRED MIN. MIN. � > Z w area shown on the CTM Plan Exhibit as "Asphalt -Paved Construction Entrance Utilizing I (SEE NOTES BELOW) z I= Existing Fire Hydrant for Equipment Wash Down." ' Kti 4. The Owner shall establish and maintain a vehicle wash -down area within the paved ' '=r .0% 3:1 SLOPE, TYP. F- construction entrance, and shall use such wash -down area to remove any soil, sand, mud, _ (2:1 MAX) 3:1 SLOPE, TYP. z gravel or other substances from any construction vehicle passenger car, or motorcycle ' (2:1 MAX) before it enters onto Glenmore Way from the Rivanna Village property. w 2" SM-9.5 ASPHALT SURFACE SLOPE IN DIRECTION OF PREVAILI 5. The Owner shall have a flagman present at the intersection of Glenmore Way and Main 6" VDOT #21A STONE BASE EXISTING GRADE Street in the area shown on the CTM Plan Exhibit at all times when construction vehicles COMPACTED SUBGRADE are entering and exiting the Rivanna Village property, to assist them in safely entering SCALE: NONE NOTES: and exiting the property and to ensure smooth traffic flow for commuter and other 1. A MINIMUM 2 FOOT WIDE GRADED AREA WITH A MAXIMUM 6:1 SLOPE, SHALL BE MAINTAINED ADJACENT TO BOTH SIDES 015 DRAWN BY: 09/21/2AGF REVISIONS: vehicles using Glenmore Way. OF THE PATH. 2. A MINIMUM 3 FOOT CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF THE PATH TO SIGNS, TREES, POLES, WALLS, 1.12-29-15,COMM.DEV.COMMENTS 6. The Owner shall clean the construction intersection at Glenmore Way and Main Street FENCES, RAILING, GUARDRAIL, OR OTHER LATERAL OBSTRUCTIONS. ever evening of each day during which construction activity Y g Y g y occurs on the Rivanna 3. WHEN THE SEPARATION FROM THE EDGE OF THE SHARED USE PATH TO THE TOP OF THE SLOPE IS LESS THAN 5 FEET, A Village property to remove any soil, sand, mud, gravel or other substances from the road. PHYSICAL BARRIER SUCH AS RAILING (HR-1, TYPE III) OR CHAIN LINK FENCE IS REQUIRED IN THE FOLLOWING SITUATIONS. 7. The Owner shall provide the Glenmore Community Association with written weekly * SLOPES 2:1 OR STEEPER, WITH A DROP OF 4 FEET OR GREATER updates of anticipated construction activity for the upcoming week. a SLOPES 3:1 OR STEEPER, WITH A DROP OF 6 FEET OR GREATER SLOPES 3:1 OR STEEPER, ADJACENT TO A PARALLEL WATER HAZARD OR OTHER OBVIOUS HAZARD APP�°:iV7D RIVANNA VILLAGE LLC �y the amarle C4ui m:q SHARED USE PATH SHEET :r+fr.,.Uniity De fc-icment Depart rr,, n3s, J- �16- DETAIL S-073 _ By: "l' N.T.S. Andrew Boninti, Manager ' OF3 i 29031429 I.DOC r�1 Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com P_T H OF c� v Alan G. Franklin Lic. No. 35326 O �v .n = FssQ) / 0 NAB KEY ISSUED: 08-09-19 SCALE: NONE REVISIONS: 08/09/19 - VDOT/CO COMMENTS 03/27/19 - VDOT/ACSA/CO COMMENT 10/01/19 - VDOT/ACSA/CO COMMENTSI 04/24/18 - FINAL PLAN SUBMITTAL 04/04/17 - SRC COMMENTS SHEET OF 72