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HomeMy WebLinkAboutSDP201800031 Plan - Submittal (First) Final Site Plan and Comps. 2018-06-05PHASE 2 FINAL SITE PLAN BLOCK F, G, H717 & J SDP2018iiiiiiiiiiiiiiXXX APRIL 24, 2018 VICINITY MAP: SCALE: 1" 2,000 TM: 79 3 m STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. 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. T OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, W WATER LINE (EX. / PROP.) BOUNDARY / RIGHT-OF-WAY LINE WV® WMO WATER VALVE / METER 1. F. IRON PIN FOUND FHA -b- FIRE HYDRANT I.S. IRON PIN SET YH-5 YARD HYDRANT ACSA SETBACK LINE BOA® BLOW -OFF ASSEMBLY EASEMENT LIMITS SHEET SS SANITARY SEWER LINE (EX. / PROP.) CENTERLINE COo CLEANOUT X70 CONTOUR LINE (EX. / PROP.) MH MANHOLE X3:1— E2.5019- DEGREE / DIRECTION OF SLOPE —SD— STORM LINE (EX. / PROP.) 479.70E SPOT ELEVATION DI d STORM INLET HP HIGH POINT YD® YARD DRAIN LP LOW POINT DSo DOWNSPOUT DITCH / SWALE SIGHT LINE PROFILES GAS LINE (EX. / PROP.) ROAD PROFILES WATER COURSE SHEET 27-37 GV® GM 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 PPO POWER POLE CG -12 VDOT STD. HANDICAP RAMP LPC LIGHT POLE HC HANDICAP PARKING SYMBOL SHEET 61 DIP DUCTILE IRON PIPE GUYS GUY WIRE RCP REINFORCED CONCRETE PIPE EMS ELECTRIC METER CMP CORRUGATED METAL PIPE ❑T TRANSFORMER PVC POLYVINYLCHLORIDE PIPE —OHT— OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH—DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX. / PRORYC VITRIFIED CLAY PIPE PED❑ UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION SWM / DWMo/aSINGLE / DOUBLE WATER METER TBR TO BE REMOVED TBT TO BE TRANSPLANTED GV X GATE VALVE TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY APPROVALS PLANNING20NING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ACSA VDOT SHEET INDEX SHEET2 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 STREAM CROSSING (BRIDGE) DETAILS 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 DETAILS SHEET49 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 plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 045 =w (DQ �Qz Y O m = LIJ I--- `w^^ Lu Z L Z C/ ) 2 ACU Lu �ZJo LL oZ< 0 z Qm J Lu /+v' Q 1 f J Q z LL KEY ISSUED: 04-24-18 SCALE: REVISIONS: SHEET • .: 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, C. CASH IN -LIEU OF AFFORDABLE UNITS. NOTHING HEREIN SHALL BE CONSTRUED TO PROHIBIT THE OWNER FROM UPON REQUEST BY THE COUNTY (SUCH REQUEST TO BE MADE BY THE COUNTY WITHIN 90 DAYS OF ZMA APPROVAL), PETITION FOR PROVIDING CASH TO THE COUNTY FOR AFFORDABLE HOUSING INITIATIVES IN LIEU OF CONSTRUCTING ALL OR SOME OF THE 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 DESIGNATED ON THE APPLICATION PLAN FOR NON-RESIDENTIAL USES TO AFFORDABLE HOUSING UNITS WITHIN THE PROJECT THAT WOULD BE REQUIRED 70 ACHIEVE THE AFFORDABLE HOUSING 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 ("CDN') ESTABLISHED PURSUANT TO SECTION 15.2-5152, ET SEC. OF THE REQUIREMENT. IN THE EVENT THAT THE OWNER ELECTS IN ITS DISCRETION TO PROVIDE CASH TO THE COUNTY AS AN ALTERNATIVE AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND WORK. CODE OF VIRGINIA ("CODE"). TO CONSTRUCTING ONE OR MORE OF THE AFFORDABLE DWELLING UNITS THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED HOUSING REQUIREMENT, THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY-ONE THOUSAND, ONE 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 HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF CONSTRUCTING EACH SUCH REQUIRED AFFORDABLE DWELLING UNIT. SUCH ROUTE 250 EAST BETWEEN THE PROPERTY AND THE INTERSTATE 64 INTERCHANGE TO THE WEST. IN THE EVENT THAT A LOT OR PAYMENT SHALL BE MADE AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF 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 OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF CONSTRUCTING AFFORDABLE HOUSING IS MADE. ANY UNIT FOR 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. WHICH SUCH CONTRIBUTION IS MADE TO THE COUNTY SHALL COUNT AS AN AFFORDABLE DWELLING UNIT FOR PURPOSES OF THIS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT PARAGRAPH 9 AND ALSO FOR PURPOSES OF PARAGRAPH 2. 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 10. CONSTRUCTION TRAFFIC MANAGEMENT PLAN. PRIOR TO, OR IN CONJUNCTION WITH, SUBMITTING THE FIRST INITIAL SITE PLAN, THE STATED PURPOSE OF EITHER FUNDING TRAFFIC IMPROVEMENT PROJECTS WITHIN OR IMMEDIATELY ADJACENTTO THE VILLAGE EROSION AND SEDIMENT CONTROL PLAN, GRADING PLAN, PRELIMINARY SUBDIVISION PLAT OR, IF A PRELIMINARY SUBDIVISION PLAT IS 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 NOT SUBMITTED, THE FIRST FINAL SUBDIVISION PLAT, THE OWNER SHALL SUBMIT A CONSTRUCTION TRAFFIC MANAGEMENT PLAN (THE 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 -CTM PLANT). THE PURPOSE OF THE CTM PLAN SHALL BE TO MINIMIZE CONFLICTS BETWEEN CONSTRUCTION VEHICLES RELATED TO BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN IMPROVEMENTS PROGRAM. DEVELOPING THE PROPERTY AND PEDESTRIANS, CYCLISTS, EQUESTRIAN RIDERS, AND MOTOR VEHICLES ON GLENMORE WAY AND AT APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ONSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1$ THE INTERSECTION OF GLENMORE WAY AND THE CONSTRUCTION ENTRANCE TO BE ESTABLISHED A7 MAIN STREET AS DEPICTED ON00-552-7001). THE CASH CONTRIBUTIONS SHALL BE AT THE FOLLOWING RATES: THREE THOUSAND, FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH THE APPLICATION PLAN, WHILE THE PROPERTY IS BEING DEVELOPED. THE CTM PLAN SHALL INCLUDE THE FOLLOWING ELEMENTS: 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE ANDA 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 A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY FROM ROUTE 250 TO MAIN STREET. THE LOCATION, WIDTH AND 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE 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 DESIGN OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY'S DIRECTOR OF COMMUNITY "DIRECTOR-). BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND DEVELOPMENT (THE IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME AND NATURE OF THE EXISTING USE OF PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR SUCH APPLICABLE RESIDENTIAL DWELLING UNIT. GLENMORE WAY BETWEEN ROUTE 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND EQUESTRIAN RIDERS, THAT THE PATH 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. DEPICTED ON THE APPLICATION PLAN WITHIN THE 70 -FOOT WIDE BUFFER MAY SERVE AS THE SHARED USE PATH, BUT THAT PATH IS 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 LATER DETERMINED (PRIOR TO THE END OF THE TERM OF THE CTM PLAN, AS ESTABLISHED THEREIN) TO BE INADEQUATE TO SERVE 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 ALL USERS, THE OWNER SHALL ESTABLISH A SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR AS PROVIDED EXTENSION OF THE LINE. BE APPLIED TO ANY PUBLIC PROJECT OR PROGRAM SERVING THE VILLAGE OF RIVANNA. HEREIN. 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. B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND TRANSPORTATION ("VDOT"), INSTALL SUCH SIGNAGE AS DETERMINED TO BE NECESSARY BY THE DIRECTOR. 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 C. ESTABLISH AN ASPHALT -PAVED CONSTRUCTION ENTRANCE TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET 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 INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE 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 SUFFICIENT TO ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE PROPERTY, TO REDUCE DUST, SOIL, SAND, MUD, CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER GRAVEL, AND OTHER SUBSTANCES BEING DEPOSITED ON GLENMORE WAY, AND TO ACCOMMODATE A CONSTRUCTION VEHICLE ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY 1 IN THE PRECEDING CALENDAR YEAR AND THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR WASH -DOWN AREA. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE 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 SUBJECT TO APPROVAL BY THE DIRECTOR. 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 D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE. 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 THE WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER 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 SUBSTANCES FROM ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE BEFORE IT ENTERS ONTO GLENMORE WAY 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. FROM THE PROPERTY. THE WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR. 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 E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE 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 AT ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING 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 AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE 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 70 THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE WAY. CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. DEEMED TO BE THE LATER OF (I) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL RESIDENTIAL LOTS IN THE FINAL BLOCK PERMITTING RESIDENTIAL LOTS OR (II) THE DATE OF FINAL SITE PLAN APPROVAL FOR THE F. CLEAN THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE EVERY EVENING OF 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO FINAL UNDEVELOPED BLOCK WITHIN THE PROPERTY. EACH DAY DURING WHICH CONSTRUCTION ACTIVITY OCCURS ON THE PROPERTY, IF NECESSARY, TO REMOVE ANY SOIL, SAND, MUD, COMMENCING GRADING OF THE SITE.. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. GRAVEL OR OTHER SUBSTANCES FROM THE ROAD. 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 G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION 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 ACTIVITY FOR THE UPCOMING WEEK. 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 THE OWNER SHALL OBTAIN APPROVAL OF THE CTM PLAN BY THE DIRECTOR BEFORE THE COUNTY APPROVES ANY GRADING PERMIT 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 FOR THE PROPERTY AND SHALL SATISFY AND THEREAFTER CONTINUE TO SATISFY ANY APPLICABLE REQUIREMENT OF THE CTM PLAN 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 BEFORE THE FIRST CONSTRUCTION VEHICLE ENTERS THE PROPERTY, EXCEPT AS NECESSARY TO SATISFYA REQUIREMENT OF THE DAMAGE DUE TOTHE EXECUTION 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. ADJACENT TO THESE IMPROVEMENTS. FAILURE OF THE OWNERS OF TMP 093A1-00-00-00200 TO GRANT THE REQUIRED EASEMENTS CTM PLAN ITSELF SUCH AS ESTABLISHING THE MAIN STREET CONSTRUCTION ENTRANCE UNTIL AN ENDING DATE OR EVENT AS 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 PROVIDED IN THE CTM PLAN. ANY APPROVAL OF THE DIRECTOR REQUIRED BY THIS PROFFER SHALL BE MADE ONLY AFTER 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 CONSULTATION WITH THE OWNER THE COUNTY ENGINEER AND VDOT. THE TERM "CONSTRUCTION VEHICLE" INCLUDES BUT IS NOT REQUIREMENTS FOR THE OVERALL PROJECT) WILL BE PROVIDED WHICH DOES NOT COMPROMISE THE DESIGN OF BLOCKS RAND H. LIMITED TO ANY TRACTOR TRUCK TRACTOR TRUCK/SEMITRAILER COMBINATION TRACTOR TRUCK/TRAILER COMBINATION DUMP 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED THE CONTRACTOR TRUCK, CONCRETE MIXER TRUCK LAND MOVER, BULLDOZER, FRONT-END LOADER, GRADER, PACKER, POWER SHOVEL, OR CRANE. 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 PARKS AND RECREATION IMPROVEMENTS: MITIGATE IMPACTS ON EXISTING PUBLIC BUT DOES NOT INCLUDE ANY PASSENGER CAR PASSENGER TRUCK SUCH AS A PICK-UP TRUCK OR MOTORCYCLE. ( ), ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES CONSTRUCTION INDUSTRY (29 CFR PART 1926). GI FACILITIES THE OWNER AT ITS EXPENSE SHALL AT THE REQUEST OF THE COUNTY ENGINEER CONSTRUCT AND DEDICATE IN FEE E, 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 IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 250 AT BUTTERFIELD LANE AS SHOWN ON THE APPLICATION 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 PLAN, OR ANY OTHER LOCATION, FOR CONSTRUCTION VEHICLE USE, THEN ALL CONSTRUCTION TRAFFIC FOR THE PROJECT SHALL OF DEVELOPMENT (THE "PARK IMPROVEMENTS"). THE PARK IMPROVEMENTS SHALL BE BUILT OR BONDED PRIOR TO THE ISSUANCE OF THEREAFTER USE THAT ENTRANCE FOR ENTERING AND EXITING THE PROPERTY INSTEAD OF GLENMORE WAY AND THE CTM PLAN 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. SHALL AUTOMATICALLY TERMINATE. NOTWITHSTANDING THE FOREGOING SENTENCE 70 THE CONTRARY, IF BLOCK AAS SHOWN ON 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 THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VDOT ISSUES SUCH AN ENTRANCE PERMIT FOR START OF CONSTRUCTION. THE OWNER SHALL DEDICATE THE COMMUNITY PARK TO THE COUNTY UPON COMPLETION OF THE PARK IMPROVEMENTS OR EARLIER CONSTRUCTION VEHICLE USE THEN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK A MAY NEVERTHELESS 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 CONTINUE TO USE GLENMORE WAY, AND THE APPLICABLE PROVISIONS OF THE CTM PLAN SHALL REMAIN IN EFFECT WITH REGARD TO 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 SUCH CONSTRUCTION VEHICLE USE UNTIL THE COMPLETION OF BLOCK A. 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 COMMUNITY PARK PRIOR TO DEDICATION. THE OWNER AND THE COUNTY FURTHER ACKNOWLEDGE THAT THE OWNER PROFFERS THE PROJECT DATA: 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE COUNTY. IF SUBGRADE SOIL CBR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. BMIMI TTED WITH THE TEST RESULTS FOR APPROVAL. MADE BY THEE DESIGN ENGINEER ANDD SUBMITTED COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED. DEVELOPER: RIVANNA INVESTMENT HOLDINGS LLC' 150 WEST MAIN STREET NORFOLK VA 23510 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 70 FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES, THE OWNER, AT ITS EXPENSE; SHALL, A7 THE REQUEST OF THE 757-282-1020 CONTACT: TIM CULPEPPER 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 PROPERTY OWNER: RIVANNA INVESTMENT HOLDINGS LLC' 150 WEST MAIN STREET NORFOLK VA 23510 , 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 757-282-1020 CONTACT: TIM CULPEPPER 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. TAX MAP /PARCEL #: 93A1-0 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 PROPERTY ADDRESS: 3500 STEAMER DRIVE OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION 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 CONTROL 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 PROPERTY SIZE: TOTAL =94.76 ACRES 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 ABLOCK ZONING: NMD (AS OF 07-09-14 -ZMA #2013-0012) 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 MAGISTERIAL: SCOTTSVILLE 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 COMPREHENSIVE PLAN: TOWNNILLAGE CENTER 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 PERMITTED DENSITY: MAX. 400 UNITS = 4 DU / AC (SEE SHEET 4) 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 70 THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION PROPOSED # OF UNITS: 183 UNITS IN PHASE 2 + 105 UNITS IN PHASE 1 =288 UNITS (SEE SHEET 4) 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 STABILIZATION 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 70 DRINKING WATER NONE 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 WATERSHED: 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 PROFFERS: SEE "PROFFERS" ON THIS SHEET FOR DETAILS 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 RIVANNA VILLAGE AMENDED AND RESTATED CODE OF DEVELOPMENT DATED JUNE 9, 2014 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 WAIVER / VARIANCE SEE "APPROVED WAIVERS" ON THIS SHEET THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE REQUESTS: CODE OF DEVELOPMENT VARIATION REQUEST FOR & SIDE ALLEY SETBACK AND 5' REAR 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 SETBACK 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 SURVEY SOURCES: BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205 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 TOPOGRAHPHIC SURVEY: LOUISA AERIAL SURVEYS, 2008 (540) 967-1499 BE 8'X 18' AND ADJACENT TO A 5'X 1 S' 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 FIELD VERIFIED BY ROUDABUSH, GALE & ASSOCIATES +ALAN FRANKLIN PE, LLC FEBRUARY ACCESSIBLE SPACES SHALL VDOT FOR PUBLIC ROADS. HOMEOWNERS' ASSOCIATION OF RIVANNA VILLAGE. 2018 25. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 12. VDOT STANDARD CDA 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 DATUM: VERTICAL: NAVD88 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 HORIZONTAL: NAD83 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 THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE, BENCHMARK: VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE SIGNAGE, UTILITIES AND/OR OTHER PURPOSES DESCRIBED IN THE CODE OF DEVELOPMENT. UPON BEING REQUESTED BY THE N 3,890,142 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 COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF E 11,520,058 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 ELEV. 416.195 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-WAY100-YEAR /� `, p c WAIVERS ERS /� (ZMA 2013-00012) �/ ,1 APPROVED APPROVED 6 BBS 07�09/�`4: FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER TRAVELWAYS SHALL BE 12' WIDE. 1 8. LANDSCAPE BUFFERALONG GLENMORE WAY: TO MITIGATE IMPACTS TO GLENMORE WAY, THE OWNER SHALL PROVIDE A FEMA MAPS 51003CO295D, 02/04/2005 AND 51003CO325D, 02/04/2005 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. SETBACKS: 10' FRONT SETBACK EXCEED 2% IN ANY DIRECTION. 2. SECTION 4.1 1.1 -COVERED PORCHES 5' REAR SETBACK 9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL 5' SIDE SETBACK 30. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 3. SECTION 4.1 1.1 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 (SEE TABLE ON SHEET 4) 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 MAX. NUMBER OF NOT APPLICABLE WITH THIS PHASE 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, EMPLOYEES: 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER VDOT STANDARDS. 5. SECTION 4.12.13 -LOADING AREAS. THIS WAS APPROVED FOR BLOCK E IN THE 2007 REZONING, WHICH IS NOW IDENTIFIED IN THE 2013 REZONING AS BLOCK D. INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN. THE OWNER SHALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCKS WHERE THE AFFORDABLE UNITS WILL BE LOCATED. THE MAXIMUM BLDG. HEIGHT: SEE TABLE ON SHEET 4 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 SFD HOMES (2 CAR GARAGE + DRIVEWAY) 83 2 166 166 SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE STANDARDS AND SP EC FIC 7. SECTION 4.126- 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. VILLAS (2 CAR GARAGE + DRIVEWAY) 37 2.25 84 84 ADS N-12 OR EQUAL T STANDARD PB -1 BEDDING. TOWNHOMES GARAGE + DRIVEWAY) 21 2.25 48 42 71) a. 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 (1 -CAR 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 TOWNHOMES (CONGREGATE PARKING LOT) 42 2 84 84 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)FDAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNITS) (1) ONLY THE 21 TOWNHOMES WITH A I -CAR GARAGE FAIL TO MEET THEIR PARKING ON -LOT. THE SHORTFALL OF W COPPER TUBING. WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE PARKING SPACES (48 REQ. VS. 42 PROVIDED ON -LOT) IS ADDRESSED VIA COMMUNITY. THERE WILL BE AN ESTIMATED 11. SECTION 4.17.4(8)- LIGHTING STANDARDS. CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED 200+ ON STREET PARKING SPACES IN THE NEIGHBORHOODTHE PROVISION OF ON -STREET PARKING ACCOMMODATION 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUMPURCHASER DURING THE NINETY (90) -DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE ON ALL ROADS WITHIN THE NEIGHBORHOOD 12. SECTION 14233- 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 1440913 -COORDINATION AND EXTENSION OF STREETS. PARK # UNITS REQT REQUIRED SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE B. FOR -RENT AFFORDABLE UNITS. TENNIS COURTS (2/COURT) 2 2 4 APPROPRIATE. 14. SECTION 14 -022 --SIDEWALKS AND PLANTING STRIPS BASKETBALL (2/BASKET) 2 2 4 15. SECTION 4.162- MINIMUM RECREATIONAL FACILITIES (1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT SOCCER (24/FIELD) 1 24 24 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, PAVILIONS - ASSEMBLY (1/75 SFJ 2,600 r 1/75 r 35 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 THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT UTILITIES. THE PLAYGROUND 1 4 4 -PAID FISHING PIER 1 2 2 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 DOG PARK 1 8 8 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. I. 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 81 2) (PER UNIT) AM (PER UNIT) PM (PER UNIT) QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY, FARMERS HOME ADMINISTRATION, OR (2) PARKING FOR THE PARK TO BE ACCOMMODATED BY A COMBINATION OF ON STREET PARKING AND SHARED PARKING 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM-). IN THE FIREHOUSE PARKING LOT. THERE WILL BE AN ESTIMATED 100+ ON STREET PARKING SPACES AVAILABLE ON THE 210 SINGLE-FAMILY DETACHED 9.57 0.75 1.01 10.1 8.78 PROPOSED STREETS IMMEDIATELY ADJACENT TO THE PARK AND THE EXISTNG FIREHOUSE PARKING LOT HAS 109 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED 83 794 62 84 838 729 (2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE PARKING SPACES WHICH ARE USUALLY VACANT. 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 PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS, LINEAR PARK WITH TRAILS, THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED AND MAIN PUBLIC PARK (SEE PLANS FOR DETAILS) 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 Be. 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 AREA STATISTICS: PHASE 2 LAND COVERAGE DATA 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 THATTHE REQUIREMENTS OF AC 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. TOTAL AREA IN PHASE 2 63.01 AREA OF R/W DEDICATED ALONG RTE 250 0.14 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 NET AREA IN PHASE 2 (100%) 62.87 QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY TRIPS GENERATED (PHASE 2) 1,380 106 136 1,405 1,213 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 IMPERVIOUS AREAS (17.60 AC - 28%) 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 ROADWAYS & RELATED SIDEWALKS 7.07 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. PARK/ RECREATIONAL IMPROVEMENTS 1.28 ON -LOT IMPROVEMENTS 9.25 44. ALL STRUCTURAL FILL SHALL BEA MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. PERVIOUS AREAS (72%) 45.27 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. AMENITY & GREEN SPACE: SEE SHEET 5 LANDSCAPE SEE LANDSCAPE PLAN SHEETS 50 - 60 REQUIREMENTS: Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.COm ��PLTH OF kz P' O ? G y Alan G. Franklin p LK. No. 35326 W O 4, T -1 mss/ONAL F'�G i W 2 (D- W V VJ - s,�^ Y V U O J > LLl ED 0°�111111111111111111111111111 >_ O N > I - z Z v,W7�1 vJ O Q 2 U a -W LJ N Z L.I_ NL L.I O _ LU LL Z QC ffnT'� G v Z W m �1 IIIIIIIIIIIIIIIIIIIIIIIIIII J L.L Q Lu vJ J Z LL KEY ISSUED: 04-24-18 SCALE: - REVISIONS: SHEET • •: 250 // d' \(55 Z MPH) PHONE PEDESTAL FIBER OPTIC OST 44.8' OF 18" RCP@ 39 FIBER OP -6"-'x'1 / INV. 91.3 LF OF 33" �p/ DIP @ 2.96% IDE 4L �l SID I �T�� � � �� vv v� � /Ij jl I r I I 1 COMMERCIAL DEVELOPMENT TIAL✓ / PQsr� - �, y v l�M9REA�SOC. v v vv �y v I - l -'/i'� 0,,� ,12k,Wr7/ZEUNe WER AGREEMENT \ vvv ESID� o N.ISEVV L I�T� I /z C�E%'L T v v.�j R ENS �: �� /�; / f/ 9 t �� I ___ -- ARE I -400-qf I I ➢ Yui .� / / I A 1 A� __ -' vV1 v v ... <::. v % I/ �� � � � I I I I I I �/ I AVA � v �, v / / AVA vv t- wE[.No `.v fIVzPp V �IIII III/ • I I OPEN VA A A A � .::;r. 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I 1 � \ V A �,v- / / 'v - � A \ \ / \ �� r x'280 -v 72.00 I D.B. 1224. 447-492 v / � ' \ I FIBER 69.48 OPTIC WOODED /1NAGED STEEP \ , I 1 \ 1 \ \ \ \ \ \ / / \ \ \\ / / \ \ \ \ AQ����.7LEN�VIGRE 7gSS� / / \ / \RESIDENCE \ • \ 1 BLFQPII5 // / / / (' / / 38't ♦ \o \ \ O¢ES, TYP. \\ ^' r� I I II 1 I 1 \\ \\/1 MARKER 8]w SEWER AGREEMEjaIT / / - %/ ///:..recd;° :e=.,+Y::: °r. ,': «• \ -`f�r J, I\\ oPEN -_ \ \�\I \ \\\\ ( �f``°.':I: r:€,2'?Ir•:.\ `1ViITS 366.26 PnnaNc nor \ ♦ � \`W' I a:#i: '. \ � - - � , I / //\ - ' `:kF: `E: i•....; � :.,r•... � �:.::.:,•.... \ / / �" X / / / / \ � • \ v INV 376.44 / 30.5 LF OF 15" 1 A _ - '(\ • ��,�(V A A \ A � 1 I I I VA�r:•.>. a' v - � / / � 1 1 I o, A \ � i / / / / / A V v �. � / / / i v � � CMP @ 4.70% r"M r:eM ti \ r i / / - _' GRAVEL °,a.:,'.•.>.^:'•. i m A 1 ,C \ / / � / � EX WH/TEL/NE � � � � INv. 376.00 ° A v `� V / ♦A AV ��< ♦ V A A \ / - v / I 1 A _ / / I sus, i - v V A � � l V A ;u,•.:...GaS• \I A A l/ V A \ T' �Y °ni:i::;I; WOODED \\ l FIBER ' / OPTIC oODE / POST ♦ \ \ \ 1 \ \ -� \ \ / �` I \ \ .� / \\. \ � ♦`� < . / / I v 1 \� / � - \ � .1 LFAPED. \ i/,AAANAGED'STEEP / / / / \I I I 1 • / S \\ \\ \ PAVED // \ `\ SLOPES'TYP. 1 I I \ / I I I °"e.„ „:°t \\p _ \ ♦ \ / l 0' aCc`>Es$ E`fi$ M NTI 1 WET�ND / m \ ' l l // / / i / / _ %E \ / d.BI 104 P. 2011 I 1 m\ \ ° \ // l l l / CROSS BATCHED INV 36 . 1 \ \ \\ _ 1 / I V I I / I V I A L I 9 v v� /� V A A v �, 1;i;, _// r,-AREEks TO BE � 1 A \\♦ I V ` `\� 14s�talFo 5" WOODED I I \ \ I \ - • / 1 I 1 \ rn \ \ -4' /! / / l I (/ \DEM140LISRED> ' / 1 \ / \' IP 1/o �'c 1 \\ \ I /� / 1 QO�ZACTOR TO _,r_ V � /E .\l �vA WET D \\ \ — / 1 \ / l l l i / l fl//l l A `�V` v v - ♦/ / VA / wooDEb 1 PeN \ i i / / I • \rl%IAI B XE / qe AIN R UIR D AIV / Q �m /m / / // / I I 4 v -�♦ / lA� / l / 11 A A V A l A 1 A V I / / // / i \ \r A V ...:IPE MITS��v -A _ _ _ _ \ v l / // v v � _ ♦� � i 1 A / o i' / � , / � � i ) > I \ I I I / MAIL�X`VA1 / �'. ; a- �'---_ -v v v �-- � �--' //� T 94176 ACRES \ I � �__�_,� l 1 I I r a � � � 9r v \ 364 23 l �i i i , 3 i - - - / v v v - i / ) j��rjl / � l / A v� _ v v- //�- /i i POST OF, \ v - - • RIVANItIA JNVESTMENT ��I / / / r/ / / -�// �E , -�9 v �Nv. v r _v HOLDINGS LLC / / / ///// < / I ' ' s�� / _ v� v ]/' l I // / / // i // � � /// '•�Tv V � // $ "� � 364.23 SAt ---� CKIMOR� .S 4 VA\ \'P'a�°: • 7-- / / I / / I / / / I// �'/ / /� i /P�•�• v-- ' //// �/ ---/ //5c2 31.26E OF 121\ \ �V � � ASA -S N. -SEWER EEM vvvvy y r : v y �•5 i ------ / / / / , i /� /l /l / / / l / ' / / /'/,- �v CMP _ .a �; __ _ / 16o, STREAM BUFER \�v♦ \��.. _ 400--�_— ----�--� ' `/1 �/// / // /// / / / / I 1A \ At A \�\ AA I �• v -�\\ \\ - L_— — _-__ _- - _ ---- --_ -_ - ' i /� / /— i /i ��/ 1 I I \ \\\V ( I � IV(TMP 80 OVERHEAD I I I ARRELLOPEN 6 _,q, 3 ' ''S"'�¢6312 vt1'�Is?80.y--5AO E ' I ID -ENT X/R�LOCATED\ -ES y WOODiD --— v\ v - /-\ >') - v( V v AI \ I ` v A V \ v❑ A Av/ \v MA /J � A1 WOODED A / \� N-- /WOODED/ --- -- / // TMP 80154 / _ TMP$255- 'I lI \ ` \ \ \ NSEaN , _ , CHARLES GRADY / I \ \ \ \ \ \ \ \ _ / '\ �/ C_ERAED HiiGNES1 '\ _ - \ / \ �f / 6 M //✓� vv v vvv vv y� v vvv v v v`v��� - -- fita1P 80'55C7 v' RESIDENTIAL -� I,v ,/ RESIDENTIAL \ \�TIMOTHY U. MI A A A V v V A v 1 1 V /- •� -�_ � I i AAvv_-_ ���" v 1 I I -455\ 7 RFSIREN R/O TM/ENGG O�1 E / L ID %�/ :� a9b- �,- / � I / I / / / �__'�` / I � / / / I I v � ��-, 1 / /✓ // / / V / � l v v ' -i A �v�� WOODED \v / // X TMP 79-2/5C as / ,svETUN — - �� / / I v vv v _,Vr"/tee �v I / / / TMP 8�k54/k' ,- r- - - , .v vv v v vv I � -- �\ TODD ACbSG E DANIS WILLIAMS / / >,T20i7 _ v /-/' /:.,....:,, �':!:,: --- vvv ° // P / /// RESIDENTIAL v v v / v RESIDENTIAL ..:.:" � — _-//:'I °p.::I yl / r� I I I I I / 'v IIIIII / / v - ��/ / /III l I A � / / I / I �:�-;...ii°s:::......;.,;�,Iyt^. _-_ v v - / / / / :.e::u�.:•.::` I I / / � / �/ v,/ I I I I I / / / A I I I I I I / l I l / / I' - v V I I / I � -- �/ / I A �/ / / / / / / / / / � .,:'::i.°a::::,.'".':•°�" - � "�.: 7rorER---_ � / /..�;;,;:.....:..:. � / , , /� � '/ r l / I I 1 I l _, A A 1 1 I I / AI I / / / / :::'•w:i`"``--- --- - :." 35e — - vvv ° ihz / / ..3c€E.':"s'-'�I �i � i�lllll l 1 / i / 1--- .;:ss:•.". - _-- ��� � ---��_ v A aFq� , :•�•..: I / • // -/ / / / // / A I I I I I I l I I 1 / l / / / / '�� - v �,� � v ,W .,4�''•,,::.•�;:a>:w":a�':. I I I / / / / �/ - / // �// I I IIIIII I I I 1 I\ `--- -�v v\I\V A "/ V I I I �❑ --v - --_�� aq - AA -HtAWAGELSjSFEEP I 1 ��• \ _'/�/' � /���-/ /'' �//S,moi/'ite'�',�—' _-,`2\�v SOvRN\�TXA�T��XIS-sL0OTY9'EAR \, // I Q� -EASEMENTRESERVETMP 80-49A . ��1, ILLIAMCATON -2�T79 i ' i - / v v` v v v v RESIDENTIAL // ' I �� ES DENTIAL PARCEL— I TIA v vv l l \IA�VAA V v �'i /// v/ 7 � \\ \ \ \ �� \ � i i /i \\ \ � � J I1 6 ) / 0. / / // �-� \ /� - --- �� / /♦ �� / / Y `LANAH'T^"z, , --ACSA/GL r4 OREASS / /� BM Se On IF VAAVA�� Av\ -SA_N: SEWER REE f�lT / / / /U%�'�y /��/ �l1/�_ $ ��� v A,v y v v v i/ice/' /i// / / / / v ,� / / - / tlMl�' / - / / �� ���1/� /, �� �v �--_i / L � 359.2 / s6, fool/ za0'// / /---- 400' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe. com TH OF Alan G. Franklin p Lic. No. 35326 W O = �s31.0NAL 2 W O LL Q U)(D z I— O = m = } c) N \ 1-- � U) / w T- < Na- ILL O oZILLQ w Z Q LJJ i w M Q -¢ w 1-- a/ IZ J Z LL" KEY ISSUED: 04-24-18 SCALE: 1" = 100' REVISIONS: I SHEET OF 68 AFFORDABLE UNITS: AFFORDABLE HOUSING BY BLOCK �A`,�`_--_ l �i r./,I. ♦`_ --/_ � �_%�/_=\\_\=\`>�/\_� = _// �Y/rte \\ NEIGHBORHOOD BLOCK PROPOSED UNITS AFFORDABLE REQUIRED AFFORDABLE UNITS REQ. AFFORDABLEUNITS PROVIDED A 31 15% 5 0 B 17 15% 3 0 C 30 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 0 I 74 15% OF BLOCK F WAS DEVELOPED AS 6 RESIDENTIAL UNITS AS PART OF PHASE 1. 0 J 57 15% 9 0 TOTAL UNITS =1 268 15% 18 0` i L'�' I \ _ �� / /,/ --\ \ � '-r- _ � � '�e.�-"�� / I \ *THE OWNER INTENDS TO CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNTOF 0 \, / I T l \\\ \. j11 \}� /�-' " \ TWENTY-ONE THOUSAND, ONE HUNDRED FIFTYDOLLAAS ($21,150)INSTEAD OF ~`-FI 79D-9' / l l �• I CONSTRUCTING EACH REQUIRED AFFORDABLE UNIT. SUCH PAYMENT SHALL BE MADE 'I/I �--� --�� "���• R _ 1 \ AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR ISSUANCE OF THE �/ ,� TMP 79D-11 �/�� CERTIFICATE OF OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF UDER_ // i <�D8.�36$R 175 IR�SI TI (( . �\ ,, �R� GREGO- - _ _ 2C CONSTRUCTING AFFORDABLE HOUSING IS MADE. LOTS FOR POTENTIAL AFFORDABLE 'd. B �I A-. / MAGRUDIi i 1 1� --�// �v_ �_. J_� /'•� n,, UNITS ARE DESIGNATED AS (AU)ON SH EET 4. -\ TMPR. %2''/9D -R / l -i - - \ i'y�- / L' \ I !// i I \ i I/l/ ,' /M / \\ , \ r ^, \ .:. ♦•.. I l R, -GREG l' \ 8. 368, 1.75. /' �Ir MAG EG ERY/ / / / `�- - -p, 7� r rl I, 1 <. PROPOSED 720' LANE TRANSITION TO EXISTING I T\✓ / 1 / I / ^\J \\ I \ \ \ . \ ' / MA RUV((��\\ \ JIB '` II 1 g€ DE TAAL l / ,/ TMP 78D-18 \ \ \� - 66 R, O \ o _- (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) RE IDENTIAJr I l - �. %, i /� I 18, P. 7� l j'R. GREGORY \ , \ - • �/ _ , \175' i -i \, MAGRUDER 1 I it/' l I I I - - 1 I RESIDENTIAL' - G� / \ \ ,♦ ' / / \ G O ♦ fJ r D . 68, P. 175y,' it j b `9i1r00/'L'TiO<' \ / R. ENN fY\ \II II II�\II ( \\\I,\ •.. o...\ \ �. <Hr(,QO/tiG p1.41 O� H \ \ R \ 1\\ , '` C Cr <^\fA yl I \ I I I 'Oe•,'::..'a. I ^ . \ / / r 'Y S F } / DB 361). P. 11 r� TMP79Dy1"F Fl \ / r / ^\ / r r } I / TM - '� R. GREGORY F'6,', 87 �'i �v / /r( "II I Ilii � "" y/ I N U SHIF�2ETT RESID NTIAL+Iw R. 1414NTIA&1. 1 B O/P ��✓ TMS ��11� 111 V AA \A - A.- v EGORY MA R I I 141, 1 • � /I / 1I II /i.,.lii iII . ' III I II - _ - - .I � i '' - I . \� \\ � ♦ \ �� ---- �r '-° S�€ \ \ ;� ' .♦,REv$I°DvE°N�TdAC 6$368 P:17F :• \ � 1 vv / MP? +� ^'vr \ m -F- M .� L r ' / \.' \ ..°°'t°'°q`''... \ \ \ ♦ \ TMO-79D-14 �.� i [7. GIV2EGORY rl / 1 1 1 111 I I I I " ,' Y iii i - `__,-_ I 1 _ / \.\ _� :. ♦I\�� ♦ R. GREGORY - \ M GR(YPE, I I`, y♦ \ 5' I.\ _ \ �- L , ♦ / LOCK si'•'s'aii• \�\, /\\/ .MAGR(JDER L`f1��- - � � - - - - � Y•@::' 1 \ / T l I P I r T ON-STREE RESIDENTIAL- - - R . 368, P. 1 p8�.?6ILP.175 �..- �� �rI I � m �,� � � A ,��\ ��• _ �_- v''r,/�1111 I 1111 `V: .� ��...� ��� v .f II Area and CODE OF DEV. AC. CURRENTAC. °/ CHANGE DENSITY RANGE _ PROPOSED UNITS BLOCK A 9.80 9.91 1 0.41 31 50, 100,11 17 •ll DENSITY BY BLOCK: RESIDENTIAL DENSITY DATA BY BLOCK Area and CODE OF DEV. AC. CURRENTAC. °/ CHANGE DENSITY RANGE _ PROPOSED UNITS BLOCK A 9.80 9.91 1 0.41 31 BLOCK B 6.76 6.71 <1 0-27 17 BLOCK C 4.66 4.64 <t 8-50 _ 32 Min. Front BLOCK D 2.39 2.39 0 0-70 8 note 1 BLOCK E 2.76 2.84 3 0-35 13 1 BLOCK F 1.62 1.61 <1 0-24 12 note 2 BLOCK G 5.62 5.66 <t 13 A5 42 BLOCK H 2.03 1.81 12 0-12 4 BLOCK 1 21.90 21.61 <2 20-90 74 BLOCK J 31.22 31.43 <1 30-77 57 Detached TOTAL 290 DENSITY RANGE REQUIRED BY CODE OF DEVELOPMENT 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. 10 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 (e.g. duplex or (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) Z_ PROPOSED 200' RIGHT TURN LANE AND 200' TAPER (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) multiplex) PROPOSED PHASE 2 NEIGHBORHOOD ENTRANCE TO ROUTE 250 Single Family (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) None 10 PROPOSED 200' LEFT TURN LANE AND 200' TAPER (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS) 5 rr II ` 4 F ' ao s \ >. , � ,' v � _ ♦ .:'`:, cam: ^ �,c-i �0 LOCKI -- -��- PROPOSED 720' LANE TRANSITION TO EXISTING (SEE ATTACHED 20 SCALE LAYOUT AND GRADIN G SHEETS) ., i 5�.. -� \ d I,ao ,;, /C%', ng p. w • � � ('(0'r //f .. .'T I..� /��� a♦ li 44 : �G-�z <, -,IY -�_ /\�✓/ "+.,/ w �, '1"O /r 9 a.ir 143_ - , r I 0/y A/ / ' y ' \ 9: e.• G-31 If 44. , ,\. \\, / I-14 ' \ OS v W I 1 >y I �\i� N Y \ s•: 48 C B ,�,. \ Z, ,, �♦ � ♦.. ., \ •ev£r:::•°i, c3e i�, ��v� �v✓-' \'�`L�a \\.r'/ '�' ��\N � la l °9.oF GT SyF ,' `,% °"., \ �. �: \ 4,r°°;° G•� �/ � ♦ \ << \\ \/: yf� 01-sor.,. �• . ' ° eF �,- /, � M \ I '` .. cay / I x ,.,\ , ♦♦ ♦l: � > 1.51r �,. H,� S >>> - - �♦ ♦v s x A G91 ;- 1- las / �-" \ �. \♦ ♦ \\♦ ♦ % "��'�"` " ♦\\oy L^ IN • (�' ( 5354 T.� �TS2�9' '9y / ; \ AAAA\ \` i ♦ , ya -7 \ � ♦ \ k ' ,� \� _ � I N� 1-55r ^ � \ � Gq O(� \ __� \ AAAA ♦ / \ _ - �.. ,� / 1 �` \ ♦ � I I- , // '-� . fq "`IO TA\ '\ •\\\\\\\\ .+ r- -e � \! Ire\/% /\. \ - � ��I-5],' � '� I ��P ��^ ti05'NO (q �. ♦ s I \ s III ( Srt?:. \ ��\\\♦ ♦ / d �\ / �F � IGH7 ♦ I � \ \ o � - \ �i9F ., n, �,'�. a t Wj /f, �IFf s. K � •\ ^, -5av 9 \ \ y. C'9A� (/T S/y . .: I P. °:� \\\\��♦♦ p, : �� ,�\ ,./,_\ � '�♦ ... �� �1\i'� \ TY < J � FA /� FF. II '� i .- I ` ';:. %::: \\\\�•_. y / ; � ' "tJ." ,F-1 -� -. '... �,♦ n .._. \ - r L '' � I`a \ ..,�`, iac' r I' \ ��� \ � Ty P� .. i/. i l I I .<38 :a \ \:\\\ •\ > �' ' /i �//, _- \ , � � -((''�� , r 1/ , .�,z /% i ,,., _ ,, y F � 1�1 I � I 1 I / '\��.ryS�SyF ,,�j\ \ _-ii i I E,e.¢t• °:: \ ,, AAAA ♦\ � =' (� < � �V ` / r " J. _ 62 y♦ \ ♦� s� , � �. v , - � - � I Qa ,'/ , I \ / � :e� C . '.. `^R F FfY \ ' l \ I ..,.,°s;.. � \ \�\\ r% K _ '/T. \. \ --. \ • l \ ; ,. - ' ,!^.t.'\ r^'.'>J 1 i 1 I i // I -♦ ,�`c-T�,�m'o r I 1'., `,i,��?k?: '\�`�\��_✓r'� /�h \/ ,��. \\\ y `. \, C7� i \ `�, p�Q% ^^R \\/.- 13 � .,� - .:^�♦" / / � l %jv�, I' � I ` I I \ \'. \ \..,\ � 1T ♦/ G \' �j / - \ � � \ �. \ ,..� -�✓ % � v a P C , 1 \ \ \. \ � % % .✓ _'�j` l'�Jr1 ''� , ,S sic _ _ - s'1` ♦ � � �-1' "{ � ` \ ` \ \ \\ �� / \ 1 \' \ \ ✓ /\ \ ARE RESERVED FOR ♦h \ 1 I LINEs, ♦ b< ,is3' / a- , \ \ \ 1m� -�,� - \ \ I \ , 'I s \ I J `-^7✓ //`..,/ 'i:' \ NONE�IQEYR. - NTIAL USE. � ',.,� .Z���\'J I I .�. ,rN- .'/ i�7 �y L � II I LOC1Z#�(z,000esFMIN) _� \ �; a -,f- - /~� I�\ r / / ;� -r 4ARYBESSvowaSON- .� -�_ - , \; WATER/ GHt. - �RFS ENT TANK B. a,��a6 -, 0 I TMPaoS2� / o RIVANNA-HJVESTME� , , I 1 ' A _. ♦' -.a*.... ,,,,� yA _A v„ �_ H �. ill v ,.',:,} _- I _u ' � � � > G�� IAL 08.3641.P.- 400409 D8. 3536: P. $94 / , :�., /�p ♦va '\ �1� � TMP 80-53 \d. - a, � \ v ♦. e, � � V �\ s<. /�II V �l�y\moi v I� 1 / �♦ (�♦♦♦ ♦^.. " ' A 1 ��_ _---'' >�-f BOSGROVE� y A �\ \° 1 ` ♦ ^ ♦� \- /� - y RE IDE TIAL PUBLIC P K / % I 1 /TMP 80-58 \ xG \ , I \ yv R♦ 1, L1NE6A `DAR SID NTIAL2Y--, / /i� � �� � � i�/ / / �� �� / // i I + 'JAMES RICE ♦ TO BE DEDICATED O COUNTy�F � y , / / V A♦.•iYT+. v )RESIDENTIAL- , _ w (\- i d r i > ..' i 1 y. A \ -\, ALBEMARLE R PUBLIC, SEr/ s♦ ♦ ., , ' \ / L ,r A v v OB. 247$ 2 S3rf - j j 7 /> ' > / / r I .�? 0B.3 98,NTIAL P. 409 ♦ /!) , � � _ _ - - v � _ PB. 3636, P,.'21 ♦ V 4- 3 I �^A\\IAA V A - �� /'/f r ♦ - \1/ ���^^ �I h' Asa \\V �- -� ��� /'� //�� i��/ /� I �I II V1 A �,' ♦v A 1 ) A - ♦ _ - ' i / iV / �'\ / '' DB.-S68rP..608 y _ ` to �,d - v -_---_-----,r - - ---- /'" - / /' l / l TMP 80-55 IV v _ " C SGI2�VE,- \ `. RES RES ENTIAk,l 1 I iTMES80 55 / / A p - ✓ ; _ / A 1 V I-� / +.;x e �' �/�� \� s /' - r GERALD HUGHES _ - v - vvv \ \ \ 1 0.' _ �ti"-' V �^ l RESIDENTIAL - - V �/i i > / 1 / I I A \ �. ® 1701, P. 612 V A A Afv A Ja •. - '1�v� - i (: r dal �,. -DEL-739,1P. 579 A/),i' -_____ / v` A \ Q' J I- A A \ __ I 1 Ub. 354,.P!J99 / � \ \ V A VAy/A, v ^v - ..v°° k AJy __ x -..<k-_ .--.'-`_"`. I II da3 v, - V AV / l��j i/ ll / v Av^ A --' \ �.' ,� _ i :.�♦ ,'/ - TMP 79 d \-" L- /+ STREAMRi I t l` _ -'-l� �j �- ♦ \ _ i i ��-C /420bEF�T LIVEN(SOOD � ¢`" da3 ,. " R.. _.(yi' - -���.. I �i / I RESIDENTIAL l �'J I , - ' ,'' OS'rG(I'� L. f rva - \ ,. ij \�' _ I . (iT S/�,\ -lam v/,/ / \ \\ ;� �x �' �' ` �♦ bB. 575E P. fF09 / / 7 J-32 \ CgAd \I� ., \ \ --.� �EME- -� �_ / ,�l /l • - I I ll l r l /// L- / // J-7/ J-31 da1NT{----- � 1 � Fp76`�cT,v/,ljf WETLANDS. NDS AGSAOTYF �\ V �,I , ,� 1 l-�ti �1JIi �•�,i ;J-51_1 / <ayS'NYFSyF7Fsi8�v;g � v,,/v'♦�^v I, y'',%'y I, 1 I- ALLOWABLEBUILDINGvHEIGHT v 3.3 Lot Regulations. (From Code of Development) / ,r / i \ _- �♦' ------- I \ " RESIDENTIAL NON-REBIDENTAL d MIXED-USE BLOCK /G TMP 79-25C /I' OS A, I \ l J \ \ \ \ /✓ O I' / d _ \ / / > 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 0151 OHsI 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 fami ly 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. DANS WILLIAMS ' MIN. STORIES MAX. HEIGHT (F MIN. STORIESMAX. HEIGHT (FT) RESIDENTIABLOCK 1 50 1 50 D8. 4207, P. s �' } yFF Fp ♦ 1- \ \�♦\ /i,/// BLOCK 1 50 1 50 ,9 I 1'1/4v.� 1 I I / I / I /// / i"- ,BLOCKC 1 50 1 60 " -+•? -,t .:°a>s � • •.. ° :.°_.:-..,, - - ;.:, •••• •::: _ / I - BLOCK D 1 50 1 65 i i x -� / ;;:itis: ::o ::,••.., - ?e, ;:°>IiE;ay // \ _ i / •v iy ....�• �� --- _.� \, / ,< �.; r .� ;/ / / ' I \ f 1 I I I / / / \ I I III / / ( / / � / / BLOCK E 1 50 1 50 -� /, /_/ j rL 1 / J 1 I l l / � I I ( III I I 1 / I // l �-� BLOCKF 1 50 1 50 \ 1 (;i°J,:"• _ - \ _ -/ /, g, , ji:`.rt;Pa N ) // �9v f\ e / / / / / / / / \ III I I \ °°'°°°"° • -_ - / �3' � \ � s �� # \ i - _ / , / / / I I ( \ _ - _- BLOCK G 1 40 1 40 I \ fIIII II I , I\ \\ BLOCK 1 50 1 55 X27_' .2 BLOCKY 1 50 1 60 \ i r = - - - / 1 7 I �' r, �_ I. E�y..;;;9., z r�'•,......° \ , , II ,\ - / ' I- ' ` _ _ - _ \ \ BLOCK J 1 50 1 50 - �'13 ,4` ° 23 BLOCK AREA BREAKDOWN. \ \ \\ g OC ....\----''--� BLOCKK NA NA NA NA :A v \ J35� J-22/ i . , _�. E /TMP 80-55 I I --T/WR 79-26 \ I J>y L _ WILLIAM CA N - TOTAL ACREAGE OF RIVANNA VILLAGE PHASE 1 DEVELOPMENT BREAKDOWN PHASE 2 DEVELOPMENT BREAKDOWN /♦` l , / / DRESIDENTIALN I ///, J- %,x_17 J , - ` \ / RE2701, P. AC AC AC r -V A \L� / DB. 2701, 7 y I ` k j \ / DB.'1712, P. 589' BLOCK A 9.91 BLOCK A 9.91 BLOCK A 0 1 I I Fc I A // J -1B' '� (\ DB. 11)31, P. 20�' \ \ \ \ /\ / = ' BLOCK B 6.71 BLOCK B 6.71 BLOCK B 0 j-1,7 BLOCK C 4.64 BLOCK C 4.64 BLOCK C 0 �' ' ♦ / V A A '� - - / _ A V /` / BLOCK D 2.39 BLOCK D (PARTIAL) 0.94 BLOCK D (PARTIAL) 1.45 BLOCK E 2-84 BLOCK E 2.84 BLOCK E 0 r \ I \ y \ \ / / - - 1 % /- / r % ' • / ,' _. \ \ \ / \ �� BLOCK F 1.61 BLOCK F (PARTIAL) 0.70 BLOCK F (PARTIAL) 0.91 BLOCK G 5.66 BLOCK G 0 BLOCK G 5.66 . BLOCK H 1.81 BLOCK H 0 BLOCK H 1.81 `-\ \\ `-/ � I /' /�' \_\. -� I /// / /,/,// / / / /,/,/�' _ � .♦y ,:\,' \�� / � � �,`' BLOCKY 21.57 BLOCKY 0 BLOCKY 21.57 BLOCK J 31.47 BLOCK J 0 BLOCK J 31.47 TMP 80-17 i' > __ ��,`\�:\ ' / \' i BLOCK K 6.01 BLOCK K NA BLOCK K NA BETTsY Iy1cD4ANARAN % TMP 941 , f�F,61®�NTIFlL ' '= --PIEgMONT. - , ', \ ,\ \ RIW DEDICATION ALONG RTE 250 (BLOCK J) 0.14 R/W DEDICATION ALONG RTE 250 0 R/W DEDICATION ALONG RTE 250 0.14 - \ \ ♦ \ ' ' / / / O ' / / I /,' /' /� \ / DO. 1184; P 718 LP RESIDENTIAL � \'�, :�� ,�/ \ \ � TOTAL 94.76 TOTAL 25.74 TOTAL 63.01 \ ,301 P. i24 v\\\V��: As�'„♦s�A\VA.\', I A\ - _.. / , . / , / C / / / >,' `. L 4 ¢ NOTE: BLOCK K, WHILE PART OF THE RIVANNA VILLAGE DEVELOPMENT, IS UNDER SEPARATE OWNERSHIP AND THEREFORE NOT PART OF PHASE 1 OR PHASE 2 DATA. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com iH OFA Alan G. Franklin DO Lic. No. 35326 w .n = SSS /.O N A L F,�G W V V Z Z U Q O J IZ J m H W Z I-_ LU U) Q O T_ 0- Z J N LL_ O /W Z Q cn QLULU J > J a_� / Q W J Z LL KEY ISSUED: 04-24-18 SCALE: 1" =100' REVISIONS: SHEET PARK :�, ; TM 8 �r EGORY MAGRUDER m -p `' AGRU TIAL /IvYAG i � r TMP79D-1168P. 175 /'ESIrTR. GREGORYri MAGRUDER3C7� r r I TMP 79D-19 �' 4�� �/ \"�� TMP' 79D ' l ENTIAL I R- GREGORY v/�i-, r 175 it I MAC- DER _ '.`.,.'i"U D 368, R. GREGORY % _ r MAGRUDER \' R �E TIAL TMP 79D-18 -��� / r ll ='.ESIDENTIAL �II A rr 8. P_ '17.5 �'' �. GREGORY �.. ����. 368, P_ 175 r v AV v MAGRUDER RESIDENTIAL E V J 8, P. 17�' TMP 79D-17 r I r TRAIL ��A R. GREGORY �\ MAGRUDER ESbb, H, AL ZI r � �� �� � —_ _ � -- er °''�., `:��/�-_ • � TMP 79D-12 i S /��� i . / , DB. 68, P. 15 r ' R. GREGORY MAGRUDER <'(\/jam RESIDENTIAL 1 DB_ 3680P. 175�__ 4 . i li LOCK B I V: "' /�P 7..D 3 ��` '�/ TMP 79D-16 I '//R�6 EG'ORY GREGORY R ����IRJMAC;RUDERDEN TIA - / . % 'EN TIAL DB. 368, P. 17y 18, P. 175 AMENITY/GREEN SPACE TABULATION: PHASE AC % PHASE2 AC % TOTAL PROJECT AC % / 25.74 100% TOTAL ACREAGE (AFTER VDOT DED.) 62.87 100% TOTAL ACREAGE (AFTER VDOT DED.) 0 50' 100' 200' 400' AMENITY/GREEN SPACE TABULATION: PHASE AC % PHASE2 AC % TOTAL PROJECT AC % \ o NOTE: BLOCK K IN PHASE 2 IS THE FIREHOUSE PROPERTY OWNED BY OTHERS. AS SUCH IT IS PRESUMED THAT NONE OF ITS ACREAGE CAN BE CLAIMED AS OPEN SPACE OR GREENSPACE IN THESE CALCULATIONS. THEREFORE, ITS ACREAGE IS NOT INCLUDED AS PART OF THE TOTAL ACREAGES PRESENTED ABOVE. r � k _ / TMP ALB SHIFETT �� ,c i r E NTbAL >l 1414, � AMENITY SPACE: TOTAL ACREAGE 25.74 100% TOTAL ACREAGE (AFTER VDOT DED.) 62.87 100% TOTAL ACREAGE (AFTER VDOT DED.) 88.61 100% u AMENITY SPACE 8.94 35% AMENITY SPACE 32.09 51% AMENITYSPACE 41.03 46% IMP. AREA WITHIN AMENITY SPACE 0.58 2% IMP. AREA WITHIN AMENITY SPACE 1.28 2% IMP. AREA WITHIN AMENITY SPACE 1.86 2% GREEN SPACE 8.36 33% GREEN SPACE 30.81 48% GREEN SPACE 39.17 43% \ o NOTE: BLOCK K IN PHASE 2 IS THE FIREHOUSE PROPERTY OWNED BY OTHERS. AS SUCH IT IS PRESUMED THAT NONE OF ITS ACREAGE CAN BE CLAIMED AS OPEN SPACE OR GREENSPACE IN THESE CALCULATIONS. THEREFORE, ITS ACREAGE IS NOT INCLUDED AS PART OF THE TOTAL ACREAGES PRESENTED ABOVE. r � k _ / TMP ALB SHIFETT �� ,c i r E NTbAL >l 1414, � AMENITY SPACE: �— _ _ �\ ��` ✓ (20 000 SF MIN.), /! - \\"Ao r i \ -�- - TMi /'i , _ ROBERT LIVEN[. RESIDENTIAL DB. 575, P. 609 x r -- TMP 79-257 DAMS WILLIAMS m RESIDENTIAL DB. 4207, P. 348 w i r --- TMP 79-26 DONALD RIGGIN ` RESIDENTIAL i / DB. 1031, P. 209 i r , r r, 4 � o rr ` O ^c+x.rs:'=re:a�sa �+.ftIN 1 � Ax a IRWIN / �a 6'8+..883 B5p / / / LOCK J , r/ r , , r r a u I TMP 80-55 " \ WILLIAM CATON RESIDENTIAL " DB. 2701, P. 749 DB_ 1712, P. 589 VA l TMP 80-58A \ �� MARYBESS JOHNSON RESIDENTIAL DB. 568, P. 608 f `:f TMP 80-52 RIVANNA INVESTMENT / r RESIDENTIAL 'f � DB. 3647, P, 400-409 DB, 3536, P. 594 MP 80-53 0 /,• i COSGROVE i RESIDENTIAL DB. 2821, P. 50�/ \ TMP 80-58 JAMES RICE RESIDENTIAL i Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com TH OF Alan G. Franklin A Lic. No. 35326 w 0 4. 2 SSS /.0 N A �i W 00 W 2 w 17) Z z U0 O�> Q In—} w N\ Z Lu / U w =QO Of � z LLJ � U LL I ZQw cn < > I- LL I ` ' IZ 1- � I W J Q Z LL. KEY ISSUED: 04-24-18 SCALE: 1" =100' REVISIONS: SHEET OF 68 u �— _ _ �\ ��` ✓ (20 000 SF MIN.), /! - \\"Ao r i \ -�- - TMi /'i , _ ROBERT LIVEN[. RESIDENTIAL DB. 575, P. 609 x r -- TMP 79-257 DAMS WILLIAMS m RESIDENTIAL DB. 4207, P. 348 w i r --- TMP 79-26 DONALD RIGGIN ` RESIDENTIAL i / DB. 1031, P. 209 i r , r r, 4 � o rr ` O ^c+x.rs:'=re:a�sa �+.ftIN 1 � Ax a IRWIN / �a 6'8+..883 B5p / / / LOCK J , r/ r , , r r a u I TMP 80-55 " \ WILLIAM CATON RESIDENTIAL " DB. 2701, P. 749 DB_ 1712, P. 589 VA l TMP 80-58A \ �� MARYBESS JOHNSON RESIDENTIAL DB. 568, P. 608 f `:f TMP 80-52 RIVANNA INVESTMENT / r RESIDENTIAL 'f � DB. 3647, P, 400-409 DB, 3536, P. 594 MP 80-53 0 /,• i COSGROVE i RESIDENTIAL DB. 2821, P. 50�/ \ TMP 80-58 JAMES RICE RESIDENTIAL i Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com TH OF Alan G. Franklin A Lic. No. 35326 w 0 4. 2 SSS /.0 N A �i W 00 W 2 w 17) Z z U0 O�> Q In—} w N\ Z Lu / U w =QO Of � z LLJ � U LL I ZQw cn < > I- LL I ` ' IZ 1- � I W J Q Z LL. KEY ISSUED: 04-24-18 SCALE: 1" =100' REVISIONS: SHEET OF 68 FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR R VALUES OF ACTUAL SUBGRADE MATERIAL. 12' EX. EASTBOUND LANE 8• OR WESTBOUND LEFT 12' NEW PAVED TU RN LANE EASTBOUND LANE SHOULDER 1 4.5' MIN. 2' EX. FORESLOPE WESTBOUND 2'MIN. MILL 8OVERLAY LANE 2"SM-12.5A 4" BM -25 9" VDOT #21A / MAINTAIN EX. CROWN (OR MATCH EXISTING) MILL & OVER EXISTING LANE WITH 2" SM -9.5A EX% 2.0 ° 5.00% 3,14f, TIE TO EX. GRADE ROUTE 250 IMPROVEMENTS SINGLE LANE ADDITION TYPICAL SECTION FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR VALUES OF ACTUAL SUBGRADE MATERIAL. 2.58' 12' EX. WESTBOUND LANE 12'EX. EASTBOUND LANE OR WESTBOUND LEFT TURN 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 N.T.S. 6' TURF SHOULDER TYPICAL SECTION N.T.S. '" b AilW"1001 ,0 .1001 0FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR SIDEWALK, VDOT STO. 2" SM -12.5A I TYP. CG -6, TYP. 3" BM -25 6" VDOT #21A TERRAPIN TRACE, MEANDER WAY, MOSSY ROCK ROAD IVAUE -11061xi111010 N.T.S. FINAL FAVLMEN I SEGI IUN UtSILiN IU BE bASLU ON FIELD GhSK 3" BM -25 BUMPER BLOCK, TYP. CG -2, TYP. VALUES OF ACTUAL SUBGRADE MATERIAL. 6" VDOT#21A (�­F� CATTAIL COURT TIE TO EX. GRADE I T1. CG -6. TYP. 3" SM -25 8" VDOT#21A MOOSE LANE B/W ROUTE 250 & TERRAPIN TRACE TYPICAL SECTION ' ' ^ CG -6. TYP. 8" VDOT#21A MOOSE LANE B/W TERRAPIN TRACE & LAZY BRANCH LANE, LAZY BRANCH LANE, VILLAGE PARK AVENUE TYPICAL SECTION TYP. TYPICAL SECTION Poe 5H-52 Api17AR5 TyplCal Traffic Control Lane Closure on a 7'H'o-Lane Roadwsq+ Using Flegglers (Figure TFC -23.1) Nf1TRk aidamuc 1. Sign spacing distance should be 359'-500' where tha pasted speed limit is 43 mph or lase, and 300'-800' where the posted speed /bnu is greater, than 43 mph. d. Caro sl a ild be awrolsed whom establishing the limits of the work some to inion maximum possible sight di lance in adi anoe of the jlagger Sudan and nans7tlon, based on the posted speed limit and at least equal to or greater than the values as Tabls 6H-1 Genarolly spwktns, mamHst, should have a clear ling of sighy hem the grip hio jlai ger symbol sign to thgjlagger. Cesium Wham Riahz-oRtl'ev nr ¢mmetrie oondhiane prevent rho uce nf45" z 48" ai¢nB. 3fi" x 36" Siang mev be oil Standards 4. Flagging stations shall be located far enough in advaaoo of the work space to permit approaching traffic to reduce speed and/or step before passing the work space and allow sufficlent distance for deporting trafile in the left loot to return in the right lane before reaching apposing traffic (sea Table 6H-3 on Page 614-5). S. AN fiaigion shall be state carBfied and bays their certification card In their possession when performing Bagging dudas (see Section 6E.01, Qualifications for Flaggers). 6, Cone spacing shah be based on the posted speed and the values in Table 6H-4 on Page 613-6.' 7. .A shadow vehicle with at leeut one high intensity amber ru£atIM Bashing, at' mcllloting light Shag be peeked 90'.120'(s advance of the first work craw. Onto n. rJ�plemanml 17ngger me: he tepBlrnd in Brie area w glee edvnnec unrning aP me Imarn0on ahold by slnwma anDroachina motile atter to meabim¢ die Baa¢er ereaion or nugued tn!e. Guuiwace: A !f the queue If trgr}Po reaches; the BE PREPARED TO STOP (B'S -4) sign than the signs, and if used the .Portable temporary rumble strips (PTRS)', should be readjusted atgrearer dlstaacas. 19. ARhm a highway-.ra71 crassing sx4u wdfAin Or apsnam of the transition area and it is madclleased shat question, nsutdng jYom the lana clonun might extend through the hlghwavmil grade cmAV,, the tsmpmary arafc oomtral sorer should be exranded so that the trandenn area prsesda Me highamy-toll arosatmg (see Figure 77G56far additional a jormaIion on h(ghn+ay-mil ameIngs). Standards 11. At night, Bagger stations shall be aluminated, except in emergoseles (Bea Section SEAN). 2wall; 12. Comm my he eliminated when using a Pike vehiola onontion or when the total madwav width is 20 feet a? Ian, 13. Far lame situational with s11orr amrlc > as on MTA ¢In roadways where the Baaaar is visible TO 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 (W3-4) 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. 11 Posted Spead 1 0-35m h 1 36-55 b 11 PTR5 Soulfig fCanter to Canter —tT 5 Feet 1 8 Feet Nam 11 an9lon 1-492015 Apra 2015 Lane Closure on a Two -Lana Reodway Using Flaggsri (Figure TTC-23.1) YOOM >•T �OYOtl Is"ASL v,--__--______r,.T T_ mNYI'd ae�...............,.T .R NOUVIS 2i3DOY9i ~• ego ragworm G20-2 (VO Bon. 0 00 - 0L9 130'-10P 0 —tT m 'fl ---SEE Nam \\ Y 80'-121Y TEMPORARY SHADOW VEHICLE REQUIRED ® SEENOTE4 1, RovNI r1-4;1,2015 N.T.S. G � ROUTE 250 CONSTRUCTION TRAFFIC CONTROL STANDARDS N.T.S. DETAIL CCNl1pIJeTaN d&N4�m EaenNB MRWLT LAYEMBPKP M ASPHALT LA - YEA6 ' CCNPA M MaRACE I CONSTRUCTION JOINT DETAIL REMOVE EXISTING ABPY4.T LAYWB TO EMTM WOBASE ANC REPLACE Wn PMMMD ASPHALT MMW LPREM PaRHWND MNpMEJSM� I!JI NCH TNINK rASpPHCT BIMFACE CGIRBE IBM NOTE SI N MDC el�&MINO BY v�W ITeQ As N al NLL TXgHNWB OF EX311N0 P➢PXXi LAYWS NOTES, A MPHALT vAYW Wi WaENIND EXALL XAYE A PAYENEr DEERN M ACWIDMYE WITH CrNNT VDOi PWDCEOIEW PNO N APPROVED ai ilC EAaNEW. I nC PAMLAtNT DUM FOR AN,L4LT PA+i®ICNT mummo eNALL ACCT DR WC®THE D s Mie TYPW OF THE "A W CWnr PANCACNT. OpMMF® DTRTANII4�MCE OF OTHyE�gUWMO MNIDDPMRCgM�IW♦OIrCPAVaEyh�ENT plHA 1. EAp OyDatlrnC�ga IN THE PNE DECO% d PA� a4 a1 DEQ DO 1grLLT W BPACEDD NC P& THMi COOEFNl %TTRAVC. LME TO aTERLK TK T n AND Mn n OF tXltl M 4' F'"Rb ` we { w denuR$ v�eiu�a6Rde, 926"r, �k m �a D WI O card AN AsarLT eweME Daus: To "Tan we a N rRNA �l� Irk BLMD DEPTH OF THE WaTIND PAYNM Ta BE ADARTED TO M M AN ACCEPTAILE PA41dENT Mea-0LePe f. ENISTINO PAAMT NARKNAS AND "Mies WnHNI THE PRONiCT Less !HALL N IE MD WNM TO not AAIRWAL OF TA ENnMEl1. T. FNAL NCF TRAAVQQERSE PAYMENT nP M SHALL Ctif•CRN TO THE POMPE 2 OF NOTION EE.DIXm OF THE R FICAn EY M THAT AL. JUNTS AT PE-NTI�pWEAmr NESTED CSHKL T 010 A nORT FSTRNOMTWOE IN ANDD DANK WIM THEREOWRMME CF ION ]EANm OF THE ASPHALT PAVEMENT WIDENING Mtn" 1NOY FOR WIDENING SU INJECT TO TRAFFIC e 1 YneRA DIPARTOONT a TRA4WDRrAhON a PAVEMENT WIDENING (VDOT WP -2) DETAIL Poe 6H-53 — FLAOOERSTATION SEE NOTE 2 SEE NOM I *Nt SEE407E1B PREPARED %YS4 SEE TO STOP S`E NOTE CCE I nurse Man 1 W20 -V26 BEE ANM SEE NOTE 14 0 E' oi%"--�ROAD 4b20 4 BEE401EI wow 'Wn-i N.T.S. Alan Franklin PET LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 045 U) (_� W w V LL:0Q W Z o J >0 m > LJ_ N > 1— X06 LU � Cr i 0 Z �zLLJ N U OL z < LU ZLU CO J LLI QU_ Z LL_ KEY ISSUED: 04-24-18 SCALE: NONE REVISIONS: I SHEET OF 68 r - 0L9 —tT PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) 1, RovNI r1-4;1,2015 N.T.S. G � ROUTE 250 CONSTRUCTION TRAFFIC CONTROL STANDARDS N.T.S. DETAIL CCNl1pIJeTaN d&N4�m EaenNB MRWLT LAYEMBPKP M ASPHALT LA - YEA6 ' CCNPA M MaRACE I CONSTRUCTION JOINT DETAIL REMOVE EXISTING ABPY4.T LAYWB TO EMTM WOBASE ANC REPLACE Wn PMMMD ASPHALT MMW LPREM PaRHWND MNpMEJSM� I!JI NCH TNINK rASpPHCT BIMFACE CGIRBE IBM NOTE SI N MDC el�&MINO BY v�W ITeQ As N al NLL TXgHNWB OF EX311N0 P➢PXXi LAYWS NOTES, A MPHALT vAYW Wi WaENIND EXALL XAYE A PAYENEr DEERN M ACWIDMYE WITH CrNNT VDOi PWDCEOIEW PNO N APPROVED ai ilC EAaNEW. I nC PAMLAtNT DUM FOR AN,L4LT PA+i®ICNT mummo eNALL ACCT DR WC®THE D s Mie TYPW OF THE "A W CWnr PANCACNT. OpMMF® DTRTANII4�MCE OF OTHyE�gUWMO MNIDDPMRCgM�IW♦OIrCPAVaEyh�ENT plHA 1. EAp OyDatlrnC�ga IN THE PNE DECO% d PA� a4 a1 DEQ DO 1grLLT W BPACEDD NC P& THMi COOEFNl %TTRAVC. LME TO aTERLK TK T n AND Mn n OF tXltl M 4' F'"Rb ` we { w denuR$ v�eiu�a6Rde, 926"r, �k m �a D WI O card AN AsarLT eweME Daus: To "Tan we a N rRNA �l� Irk BLMD DEPTH OF THE WaTIND PAYNM Ta BE ADARTED TO M M AN ACCEPTAILE PA41dENT Mea-0LePe f. ENISTINO PAAMT NARKNAS AND "Mies WnHNI THE PRONiCT Less !HALL N IE MD WNM TO not AAIRWAL OF TA ENnMEl1. T. FNAL NCF TRAAVQQERSE PAYMENT nP M SHALL Ctif•CRN TO THE POMPE 2 OF NOTION EE.DIXm OF THE R FICAn EY M THAT AL. JUNTS AT PE-NTI�pWEAmr NESTED CSHKL T 010 A nORT FSTRNOMTWOE IN ANDD DANK WIM THEREOWRMME CF ION ]EANm OF THE ASPHALT PAVEMENT WIDENING Mtn" 1NOY FOR WIDENING SU INJECT TO TRAFFIC e 1 YneRA DIPARTOONT a TRA4WDRrAhON a PAVEMENT WIDENING (VDOT WP -2) DETAIL Poe 6H-53 — FLAOOERSTATION SEE NOTE 2 SEE NOM I *Nt SEE407E1B PREPARED %YS4 SEE TO STOP S`E NOTE CCE I nurse Man 1 W20 -V26 BEE ANM SEE NOTE 14 0 E' oi%"--�ROAD 4b20 4 BEE401EI wow 'Wn-i N.T.S. Alan Franklin PET LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 045 U) (_� W w V LL:0Q W Z o J >0 m > LJ_ N > 1— X06 LU � Cr i 0 Z �zLLJ N U OL z < LU ZLU CO J LLI QU_ Z LL_ KEY ISSUED: 04-24-18 SCALE: NONE REVISIONS: I SHEET OF 68 COb NOTES; t THn iI MAY E MNCAR Me CYT N AHME, 1 MONIIFTOO INS M F CMT N PLAN. 4000 MC. COMBINATION CURB IL CUTTER HI A RMRA OF >>Tp0ppp0 FEET OR LEN 1AONO FADE OF RAN &PID METPFA.[[To M MIA, COMBINATION OMIB S A. ITCRANva 11 B:Fiiqugn�-Rbia ID C,EMIRR[E TO , ALS 11E'TW PAVEACL . D, AI,LOYIZLE ONTERIA MY THE LED OF Ce-) N MALS€D CIN SO WAY CLMSRCATON AIL DEMON STEED CT AAWN IN IPPENDEX A OF THE VDtT RM DESSI pM AREwgALryINR THE pSSEACCTTIIO,, ON LPBAAH ON STANDAR�U3, 0' 9RMWRLIE4I�S CUI i JMT STANDARDS DAN B MM�POE NATTNM T. WHEN COMBINATION MOUNTABLE CURB N0 CUTTER 13 UIEED,TNE STANDARD EHTRAOL CUTTERS CR STATOMD dDNNRORO. PDR ST"I MtCRSECPICN4 ME TO HAVE P£MO TABLE CMR EOQrfl WATIW INCORPORATED, FORD AND �SOKITASLMDS COMBINATION 4" CURB AND GUTTER MEET I OF 1 REV9pi DATE 9B GNCX N3ROMP DEPARTMENT OT iRMOORTATCI 804 cMee GF rff"' -41-1WIOrx OF MRS SALES CONIST OF THE FDLLOWMIN --- M+' WICTi OF ENTRANCE— LIUI AN B ---- LF& M EWANSION JOINT ACSSS ROUTE YOCEE RCUTE LWA'20 SPM, AIPAVi) SPAN • THE OFTECTgE WARSAW SHALL E MONON BY rRU'NDATEO OWER. SACFA`115=OR P30EOYJ �__ q1 pTH p wA5 PEACE - I OF THE AB -JE ITEM B A SEPWA'f PA' NNE APS INNI SU- R CCC ON SUNNI SU -TER R. DDTCCTALS [NPWSG, JdN- MATERIALS 1NPWVM LMT FOR BE SUMMARIZED FOR EACN MRS Ali RAW. DETEMA V/ E iy SN RCUTE L 29 ROUTE N [[[ THE !REQUIREMENTS PEDESTRIAN ROUTE WITH k FLOW LM ITHHOUTSS UPAVED SPACES M� 8'kiR4'RUN CNTRANCI riOTH 4CATONA MOHT'CF'WM IS Rf�INgED IF iM LMITB OEAQ AANUN le' pll A'A4. EXTEND KRONE E#ISTNC [XPARXN bpi 1B804UTE NMMJM 1' p%CpOj[ENYDOTSRMI^R-fir PFwR^NI "Ay I BPECIRIN =CT Or PAVCMTM t [p�e[#S ARSB RCY Cs oyp YL,ANDBLPARXB�ANXUBPATX ]. PLOW &DTP M CURB RAW MAY BR FELTED WbLITNCKLY WITH RAV CCNEC'7FIE ALL meF981BLF FLFMFNTB OF AFACULTY U�'Fj LYAT CM BC F➢PIIWCMSO, 9Ji[MD MHALF PLAN 4, P RAMP FLOOR IS PRBCASi XOLBS MSI X rtIDVIDLC FDIC DCMA SAYS SO T IN ALAN AFTER FLAMT OF THAT ADA NNO MED SIC�8 CM E CMSE USED BY PEOE81MM8.W PRECAST RAW FLOOR, PRECAST CONCRETE SMALL IS CLASS A-4. IF PE INTMM ACCESS RMITES AI ME ENO PROY0E0 A AYN9M 4' TRAVERSAL" WIDTH 8ECU S. REOURED BAN ARE TO BE W.! S IT PLACED +'CENTER TO DEVER ALCRS RED WITH A MM 2N CRC, SLOPE. SECTIONB-B WYEN NEED M COMUN a WITH STANDARD L MCA L VER IY! . EJEIMoOyyRppCS-a�XSfB LVXC.R,,PPB� iACE -pp TCCCR MATpl S. CUM A CURB ME 9JTXR BUD .e TRAWTONS ANdC=PIT TO 0.118 RASES ME RELLWEC R PAYMENT FM OMB A MRS AV) CUTTER. P F TITif MCLNTM.L CURS Co)FKKIRATIO4 ). CURB E EM ME 9 E ARELOCAM 4 ROVENE M THE MART B" THE fNDMfR. 'TF ME TO BE AL RTE NE'TIGN9 V: •9. t^ UM Y11 MAN ROUTE OF A A. x RW" OF Or A rREOPO MfRNAL CIIiiRNx8 •C. •1• .i. •+ ' 1} 4• R 4 iAtt TYPE B SAM RESIST0AANT SECTION C -C RAX a4s M t .ESA text. AND SEE UW531RL'CT'D SSCTAABBSE :NO ,6J BALPEOFBTROr A EVER. TY THAT CM 2YMAY =.U.e17L'Y f16 PCW, CF ORAOf CWN1iiG TO to FEET, REGARDLESS Or THE L tM1� LILY _ ��x x'II # 4 TRUM W0£MF Iq L6E aT YNMUM tD NTFR4A:8 EIAB IIIE EORERCRCUNPEYTLY IS 4- PICK, JM91 THY EIWRMCe RAOICANN]T x x x! % MMIMTM SCREAM N LOE FM FIM' 10'NTERVAL MC ACC )ATE THE TUIWXD 0 % MMINUN SCREM[ EDUCED BJOSEDW NNIMUM W' INTERVALS MWEMMTS OF AVrIOPATEC NAVY rm2 A'� SECTION A -A TRAFFIC REFER TO STANDARD TRUEN fWFCF FOR tONCREE SECTION D D AT j•' XMHCR TXAN OC T EDGE b� PAVEMENT STANDARD ENTRANCE GUTTER ` ATX% ,SALE AS TCP OF DUN �E%NCEE" Rom mOxmmoA Ill WHEN WIL L'N( c - nAr9 MoND¢o r TOOL DR 9X08 ioIADCAN.1, P }, MMLSE PR9vDE0 Fc WHfEAHAR TYPE C sm MILTCOMVIMON DATE ]LEE D)It! Y,OMA SPMTMEXi CF iRAXSPOMA}ICN STMOLFTIMNµO NOTES, L TIM TOM MAY BE PEOMT OR OAST M PLACE L 4000 F MSEC LASS M P ow Me Plat, R (DUMB HAVING A RADIUS RUPOP ALL ➢b FORLOOS wive §. if DEPTH (a¢FpTOURry d�ury R p AN ON 03G�'Rp.'r ICEpw) )AMMM? CIA OpTMRUR�i�Rryryfi3F�fiWT�I M�T A C1Iip8KK To R41 VN CPTgRRLP IINRyOpyAyMK� N ry, AxPEA A VOLT KLM EN., IN THE RECTION ON W M ST L ACCEPTABLE ALTERNATIVE F CURB IS EXTRUDED 2 STANDARD 6" CURB #1RAMR DNNMriLgrr W TRRlORrATIW RMC CO -+s rff"' NOTI,00M%OMLNTS OF MRS SALES CONIST OF THE FDLLOWMIN "NUFFEA I'll' XYMRAIC CURB CEMENT SISWA.N DEPTH N NOE%AREA MIDI CC -2 OR CO-! IN W S IUAE YAROM FEET) GENERAL NOTES: DErL-rMLD MOUNTED LINEA WARVNM I.RFmC ,ARCA N SDUMD MMES) THE OFTECTgE WARSAW SHALL E MONON BY rRU'NDATEO OWER. EACH OF THE AB -JE ITEM B A SEPWA'f PA' TEM AND SHOULD R. DDTCCTALS WARNING SHALL N FROM THE MATERIALS 1NPWVM LMT FOR BE SUMMARIZED FOR EACN MRS Ali RAW. DETEMA E WMXNO SUFMES. PRODUCTS NOT LISTED SMALL MET SCEW.AK-i r-RAIP III NM THE !REQUIREMENTS OF THE PROVISION FOR CO -2 0:MCTMLE BH MX M� 8'kiR4'RUN LSPECA- SADMI 1D'0 THE sTp WS AN PFwR^NI "Ay I BPECIRIN b1fE#kA FD, t ]. PLOW &DTP M CURB RAW MAY BR FELTED WbLITNCKLY WITH RAV { FLOOR OR BY MM PERM88BLE O MTRX70N JONT WITH $OARED MRS. •� 4, P RAMP FLOOR IS PRBCASi XOLBS MSI X rtIDVIDLC FDIC DCMA SAYS SO T IN ALAN AFTER FLAMT OF THAT ADA NNO MED SIC�8 CM E CMSE PE WAS PRECAST RAW FLOOR, PRECAST CONCRETE SMALL IS CLASS A-4. TYPE A S. REOURED BAN ARE TO BE W.! S IT PLACED +'CENTER TO DEVER ALCRS PERPENDICULAR 9g ix BITS F PIf.NMP FLOOR, Mo-DE'FTH OF RTW PLaM, laws L MCA L VER IY! . r • S. CUM A CURB ME 9JTXR BUD .e TRAWTONS ANdC=PIT TO 0.118 RASES ME RELLWEC R PAYMENT FM OMB A MRS AV) CUTTER. 8'41.1 ). CURB E EM ME 9 E ARELOCAM 4 ROVENE M THE MART B" THE fNDMfR. 'TF ME TO BE AL RTE NE'TIGN9 DIRECTED: OR ASM WallfYER t^ UM Y11 MAN ROUTE OF A A. x RW" OF Or A rREOPO AUA X SSSS A O.ES M 0 NONE A C1MB EOMO-f T a OCATE) mEhAE 6 NpOpNyEP%lMT2lp1T, TM' WIrt{xNMPMFFDE�STRPV9N ENSTIN E#IBTIXO PROPoEO ' ��WMBT 12�.CCATSEt9 AOpR gCNRpCiBSS�WHNB LSE LOGryqEp BEYLRMCSY9ICLE ti0�^LIOPES ENI, N%LIOFI^t PttE9 FRE �T TYPE B SAM RESIST0AANT PARALLEL AND SEE UW531RL'CT'D SSCTAABBSE :NO ,6J BALPEOFBTROr A EVER. TY THAT CM PAAMMYCONUOmGWAH A. BE AFRICACNED, MTEREC f16 E. RAPE MAY E PLACED ON Raft OR TMOENTWL EC*0TH PROVIDEC THAr TO to FEET, REGARDLESS Or THE THE CCAS SpFWO 18 PL/,�D TTX TXF I,H pI THj MINES IIB TTE SLOP_ T5 A ,pC'OY 0! rXf CURB CF,EMMi M tM1� HATAr PERPEWCULM 0 THE CURB, R. T'PK'A CONCRETE SNCNMN IS 4- PICK, JM91 THY EIWRMCe RAOICANN]T ACC )ATE THE TUIWXD cLSa MWEMMTS OF AVrIOPATEC NAVY rm2 A'� TRAFFIC REFER TO STANDARD TRUEN fWFCF FOR tONCREE CO -M, COMMRCA. ENTRANCE PONT DEPTH, AT j•' XMHCR TXAN OC T EDGE b� PAVEMENT '0. WMX CUNT RAWB ME USED N 2OAILXCVN X I1? A SHARED USE PATH, ` ATX% ,SALE AS TCP OF DUN THE WMUN WCrH SIAL BE THE OWN OF THE SXWro USE PAM Ill WHEN WIL L'N( c - nAr9 MoND¢o r TOOL DR 9X08 ioIADCAN.1, P }, MMLSE PR9vDE0 Fc WHfEAHAR TYPE C 14•. 4• LARi1M3 MMEDYA A NO T£ CiOVITYPUl WITHOUT Dake RTC THE TRAVB-WAY, THE A A' PARALLEL BI PERPENDICULAR LCUNN9M AMA 2PAN./y UDETiHA TR IQUED DOM E10' STMOLFTIMNµO `iMLE AT WMMD SUFAME SHL HAW A FACTORY RAM R BE LD � O O 0 c -MORED A8 RECOMMENDED x eMNn CURB, Y THE VLFAS 12 TC 0000 -�� )9INNCDML 1PO 6 14 c DETECTABLE "'NO c T Bitty Or DWB '- Y IALL X I NAIVE ILOCR ! iF MOT; M _MIABLF INOT11..1, TRUNCATEDDOME IN01 STALLED ON AARNING DETECTABLE WARNING DETAIL `VI7.7TIICATXW CG 12 DETECTABLE WARNING SURFACE BffC^ErcRIN== ROM Ars III STANDARDSDARCP SEAT IOa R"SM DATE {GENERAL NOTES) +eDM5 Ce 20!.-08 OU+S HUMP XPMTMINT OF MISSOU1'AINX NOTES, L_ 1, TV ITEM MAY BE PRECAST OR OMT R PLmL 2, N ��I;EpWpp Iq�&LN AS IF :47 M PLAN, 3, WTriWF9RB gpCpJC�gpYO®�MpyBNpApT�ITpN}p! t L F WMIME ALN Mat t AS M MMSN AND TO THE DEPTH 6 TILLLLULLLE P p n p R M W No 0 M UFT TN W 0 LPBAX LilMGl1NL R w�B�"SLE COMBINATION 6" CURB AND GUTTER RDaO Aw Nmae :TMCMw xKY:R wr/AFmrt CF rRNSCRrMox iNiYIQM CArt AaT t ar t Dflim A —TRUNCATED ONES XE SASE' Icr S FOR METALS W-0 VIN OF ROUWAY CURS MLP OF OJX N:I NA A �. ,O+ YM' � x WITH BUFFER STRIP 19,I MA, 1t� f-ux WITH BUFFER STRIP wuN 'MA t +]:i Yy. TAMP P LEL ICA 1 RCUO AT GRACE NMMI!! R FE L[NMT'1 N PERCENT N 'FEi v 4 e^ DM^ 4 I< e T a E e 4 E +x ! N +8 Fe— rff"' "NUFFEA I'll' SECTION A -A a'RIXWMX i T4Y w. FERM0819E I WITHOUT BUFFER STRIP CONSiAUCr ON X _ YW •� 1 CR088WKN /qA JMM i} y0p] "BRA, WITH BUFFER STRIP M� 8'kiR4'RUN AX c+C]MY PFwR^NI "Ay I l� ' t J SECTION B-E r • 4� c%asss�uX nn m CROSSYI.ALX R AUA X MiEB: FOR NOTES ON iXf STECL4E W11ANN0 SA,IMf, MAX SHEETA BEE SI1iEi ' OF S, THE IIECMREC LENOTX or A PARALLEL NAW TYPICAL PLACEMENT f16 TO to FEET, REGARDLESS Or THE AT INTERSECTION -�oro `' LaMN m"nlu. WITHIN CROSSWALK cLSa TAMP P LEL ICA 1 RCUO AT GRACE NMMI!! R FE L[NMT'1 N PERCENT N 'FEi v 4 e^ DM^ 4 I< e T a E e 4 E +x ! N +8 Fe— "NUFFEA I'll' a'RIXWMX i T4Y w. #PN DIAGONAL PLACEMENT _ YW •� 1 prY /qA ¢ S �yµ� L We"&M M ,oPYA LgA^[A "BRA, WITH BUFFER STRIP M� 8'kiR4'RUN AX c+C]MY PFwR^NI "Ay I y' CR 'AAP %FA MOPP AR\V=3 MMM:M CG -12 DETECTABLE WARNING SURFACE r==N=F' BASET ! OF s MONO D„TE TYPE B {PARALLEL) APPLICATION we 2O].OT CLP VAGINA DEPARTMENT ME -R TAT$M R]] z 5 a w w EQUAL TO WIDTH OF SIDEWALK' TYP. \-- CONTRACTION JOINT CURBING e PLAN 4 Y." nCCo rnn+r[)nrr+nnlAernoC SECTION EXPANSION JOINT 2" SMOOTH TROWELED EDGE; OPTIONAL SCORED BROOM FINISH; TYP. PERPENDICULAR TO DIRECTION OF TRAVEL Y2" EXPANSION JOINT W/Y2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6"X6"W1.4X W1.4 W/2" MIN. COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED EDGES PLAN. SECTION P-019 N.T.S. Alan Franklin PET LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ���NLT H OF kz c, 90 ? V y Alan G. Franklin p Lic. No. 35326 W O 2 �s91 0 N A IL F'�G 045 F� W V Z Y 0 J —j J W CV > I -I W /-- Z 2 < O a -Z W 10� J O Z Q Z QC W >m J W Q VJ J Z LL_ KEY J Lu0 ISSUED: 04-24-18 SCALE: NONE REVISIONS: SHEET i •i !P AL, BRIDGE PLAN 70' '(OUT TO OUT) PROFILE SECTION B -B = CONTECH' -L INGINESIND IIOUJWNS LLC _ _ EDNRDXlLWm _ -. 9GH Ts1YLPtl,YG'_Mbi4). NMIGA»x.OX-0WX wuRlwaowsTnx W. eWaw11W nsewroDD n•awrcW Fxx Aes.mapm. q { 1 e" .�.-0DAE31 MtlGWN 111{{{ Wa"[1Y,rY 16lbl rY' •DLR AAMCYL® g Gx Is rnNDAL ' ' uaWxa BRIDGECOR SINGLE RADIUS ARCH 34'-1" X S-2" RIVANNA VILLAGE KESWICK, VA ❑ NGICIDMIWIIIimN.T4R\L61OPIlYMR ®INIdn6MF1Yih81D1AVdNDi NRWrrRNIMIGAIPDNY •xreW anwroxw.�zDlmnuuorcwwlRmllRxNrlonDlluorren .wpcaaAv�^mGTOAeamW DWmTrRmlwW OmwRDeauwaerr Ga mrxuW.RwEIIYIr IDaaltlMl�,TrtaDaCRnDIINDNwfl1 EDw.Errt. lO� I I AL IGLWT WYONAA 1GrlltlW U W to ILAIm R A MLAIND N INTIEN IFrI, ,LAG MERCY!AM 6MFACNO m w RININOW V NOAi1ROTIL0. 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UNBALANCED CHANNEL MULTI -PLATE OR SUPER SPAN STRUCTURE, W/ UNBALANCED CHANNELS ON EXPRESS FOOTINGS. INSIDE FACE OF MULTI -PLATE - - PRECAST CONCRETE L BRIDGECOR SINGLE RCH 34'-1"X9'-2" RNNNA VILLAGE BRIDGECOR SINGLE RADIUS ARCH 34'-1"X 9'-2" um 0 "MIT c - �- _ 'KEYWAY z u, C.I.P. CONTECH' FABINI@�D IIOUITWN3 LLC $TR4CT4RALPLLTE g= COINCRETEr'-`l RNANNA VILLAGE uc NK1D _ #X 0 X` -XX" IN BETWEEN ra4rbGaaaxaALaea,l,Lla xw YOL.VmNw6W"hllni�bd L'Amev pvwr.rmtLnnEa,vbm EACH CROSS MEMBER iAaPwxaxxPmrammpNNnM LP ImMNPBmnWmiAFGwTaxw WNMigirn&p •-_ -_ i j1 __• (TOP ONLY) 17_ "•' >,� ,f„ `uN-U a1 Tm•�mmxntlxeMlmb�lTE9X wD'IEGptIslANR1 W1n1lartllvFR #S BARB CONTINUOUS o rpriw„Ellw. TOP 6 BOTTOM °°°GLmSPtlrY6_SWILAW, IDn007193�I PROPOSAL - KESWICK, VA meinCSV]ecn IIIm944ANI LLC &IPaeP-112 - KESWICK, VA. 4" THICK GRANULAR "` NmmNrN gmwmGrWdN.,Nm eW6snW naalam@D ns6No-TN@FAX (BOTTOM ONLY) mmn»wmx�yrenrm "a"xxXaM mibRels,nneerM an peWaxvaxDl"NTuuTnx ..a.,m „„„ . 7« ., uux DAre xlNeIWGlAO6PTN.IN !a DAre� FGut•ICGOGGwpr,ax xr ouwnD cxwleGx aG,Dr:GDAArp, enA mamWmNe m«mraxwewm Imp. 3 5 NOTE: OUTSIDE FACE OF MULTI -PLATE AND THE UNBALANCED CHANNEL SHOULD BE BET AGAINST THE SIDE OF CROSS MEMBER! KEYWAY. UNBALANCED CHANNEL MULTI -PLATE OR SUPER SPAN STRUCTURE, W/ UNBALANCED CHANNELS ON EXPRESS FOOTINGS. INSIDE FACE OF MULTI -PLATE 1. BET PRECAST EXPRESS FOOTINGS. 2. TIE REBAR INTO EXPRESS FOOTINGS. 3. ASSEMBLE PLATE STRUCTURE ON CROSS -MEMBERS OF EXPRESS FOOTINGS. (OR ASSEMBLE PLATE STRUCTURE TO THE S1DE AND UFT IT AND SET IT ON THE PRECAST.) THE UNBALANCED CHANNEL SHOULD BE ATTACHED TO THE MULTI -PLATE 4. POUR CAST -IN-PLACE CONCRETE IN EXPRESS FOOTINGS. THE CAST -IN-PLACE CONCRETE WILL COVER THE BOTTOM 4" OF PLATE STRUCTURE. *'a fORFi 1. SET PRECAST EXPRESS FODTI40S. 2. TIE REBAR INTO EXPRESS FOOTINGS. 3. POUR CAST -IN-PLACE CCNCRETE IN EXPRESS FOOTING. FORM A KEYWAY IN THE FOOTING MATCHING THE KEYWAY NOTCHES IN THE EXPRESS FOOTINGS. 4. ASSEMBLE PLATE STRUCTURE IN THE KEYWAYS OF THE FOOTING. (OR ASSEMBLE PLATE STRUCTURE TO THE SIDE AND SET IT ON THE FOOTING.) PRECAST REINFORCED CONCRETE EXPRESSITM FOUNDATION NOTES: 1. PRECAST FOUNDATION UNITS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SPECIFICATIONS FOR MANUFACTURE AND INSTALLATION OF EXPRESS FOOTINGS. 2, PRECAST AND CAST -IN-PLACE CONCRETE FOR EXPRESS FOUNDATIONS SHALL HAVE A MINIMUM 28.DAYGDMPRESSNE STRENGTH OF 4000 PSI, REINFORCING STEEL FOR FOUNDATIONS SHALL CONFORM TO ASTM A315 OR AM, GRADE 60. 3. PRECAST FOUNDATION UNITS SHALL BE SET ON A MINIMUM 44NCH THICK BASE LAYER OF DOMPACTED GRANULAR MATERIAL THEE FULL WIDTH OF THE FOUNDATION. 4. COMPACTED SACKFILL MATERIAL MUST BE PLACED UP TO THE TOP OF THE PRECAST FOUNDATION UNITS ON BOTH BIDES PRIOR TO PLACING CAST -IN-PLACE CONCRETE PORTION OF FOUNDATIONS. S. CONCRETE SURFACES WHICH CAST -IN-PLACE CONCRETEWILL BE PLACED AGAINST SHALL BE CLEAN, FREE OF LAITANCE, DIRT, STANDING WATER AND ANY OTHER MATERIAL THAT MAY IMPAIR THE BOND BETWEEN THE PRECAST CONCRETE AND CAST -IN-PLACE CONCRETE. 3. CAST -IN-PLACE CONCRETE MIX USED TO FILL FOUNDATION SHALL BE ABLE TO FLOW INTO ARCH SHIM SPACE OR NON -SHRINK GROUT SHALL BE PLACED UNDER ARCH UNIT LEG AT FOUNDATION CROSS MEMBERS PRIOR TO PLACEMENT OF CASTLISHPLACE PORTION OF FOUNDATION. T. IF THE AMBIENT TEMPERATURE AT THE: TIME OF PLACEMENT OF CAST -IN-PLACE CONCRETE IH ABOVE 80°F OR EXPECTED TO OD BELOW SIP DURING THE CURE PERIOD, THE CONTRACTOR SHALL FOLLOW THE: REQUIREMENTS OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE CONSTRUCTION, SPECIFICATIONS, SECTION S.S.2 HOT WEATHER PROTECTION OR SECTION 8.6.4 COLD WEATHER PROTECTION. S. IF CASTHN-PLACE CONCRETE PORTION, OF FOUNDATION IS TO BE PLACED PRIOR TO BETTING OF MULTI -PLATE ARCH, CAST- IN-PLACE CONCRETE SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI BEFORE PLACEMENT OF MULTI -PLATE ARCH. R. FOUNDATION CONCRETE SHALL REACH ITS FULL DESIGN STRENGTH BEFORE 13ACKFILLING OF MULTI -PLATE ARCH. - - PRECAST CONCRETE I ITR BRIDGECOR SINGLE RCH 34'-1"X9'-2" RNNNA VILLAGE EXPRESS FOOTING um 0 "MIT c - �- _ 'KEYWAY z u, C.I.P. p (TYP.) g= COINCRETEr'-`l G `"R"wla I #X 0 X` -XX" IN BETWEEN ra4rbGaaaxaALaea,l,Lla xw YOL.VmNw6W"hllni�bd L'Amev pvwr.rmtLnnEa,vbm EACH CROSS MEMBER iAaPwxaxxPmrammpNNnM LP ImMNPBmnWmiAFGwTaxw WNMigirn&p •-_ -_ i j1 __• (TOP ONLY) WN "•' >,� ,f„ `uN-U a1 Tm•�mmxntlxeMlmb�lTE9X wD'IEGptIslANR1 W1n1lartllvFR #S BARB CONTINUOUS o rpriw„Ellw. 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PRECAST REINFORCED CONCRETE EXPRESSITM FOUNDATION NOTES: 1. PRECAST FOUNDATION UNITS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SPECIFICATIONS FOR MANUFACTURE AND INSTALLATION OF EXPRESS FOOTINGS. 2, PRECAST AND CAST -IN-PLACE CONCRETE FOR EXPRESS FOUNDATIONS SHALL HAVE A MINIMUM 28.DAYGDMPRESSNE STRENGTH OF 4000 PSI, REINFORCING STEEL FOR FOUNDATIONS SHALL CONFORM TO ASTM A315 OR AM, GRADE 60. 3. PRECAST FOUNDATION UNITS SHALL BE SET ON A MINIMUM 44NCH THICK BASE LAYER OF DOMPACTED GRANULAR MATERIAL THEE FULL WIDTH OF THE FOUNDATION. 4. COMPACTED SACKFILL MATERIAL MUST BE PLACED UP TO THE TOP OF THE PRECAST FOUNDATION UNITS ON BOTH BIDES PRIOR TO PLACING CAST -IN-PLACE CONCRETE PORTION OF FOUNDATIONS. S. CONCRETE SURFACES WHICH CAST -IN-PLACE CONCRETEWILL BE PLACED AGAINST SHALL BE CLEAN, FREE OF LAITANCE, DIRT, STANDING WATER AND ANY OTHER MATERIAL THAT MAY IMPAIR THE BOND BETWEEN THE PRECAST CONCRETE AND CAST -IN-PLACE CONCRETE. 3. 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AL REINFORCED CONCRETE ARCH FOOTING rL W co plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm ���PLT H OF p/P E) o ? V y Alan G. Franklin p Lic. No. 35326 W 0 2 �SS�ONAL F'�G 045 Vi = W a �< LL (DQ LU Z 0 /,- Y W OJT _J J `>}^ p / l� N H CO LU Z .Z' o T_O z ZLU v _J Oz< 0p QLu m U J > J Lw Lu v I _J C/) a Z L11 L KEY ISSUED: 04-24-18 SCALE: NONE REVISIONS: SHEET • •i I I ' 0 10' 20' 40' 80' I I I I I — — — YELLOW STRIPED — GORE _ LIMITS OF OVERLAY, NP -- INV.370.86 / ITCH --------- / —DOUBLE YELLOW _ STRIPE — — +00 �' TRANSITION 44100Ex. ---- ----- \ \ / 91.3 LF OF 33" \`--------- \ / DIP @2.96% IT �MpN1661 PAV�OFNEWP 75 1 ` FIBER OPTIC—,,,\� .�2tOO \ \ DRIVEWAY POST� '��— r \ TW 371.96 INV. 368.16 TMP 80-46B / I _ \ AUBREY SHIFFLETT \ RESIDENTIAL I DB. 1414, P. 261 I / ELECTRIC POLE& \ INV. 392.50 �' k0O �' PHONE PED. ` i 44.8' OF 18" RCP @3.73% PHONE PEDESTAL 14 - FIBER OPTIC POST ®MB ®MB \—FIBER OPTIC POST INV. 390.83 i i i LANE TRANSITION SIGN & ®MAILBOX INTERSECTION AHEAD SIGN (MB) / I TMP 79D-19 R. GREGORY MAGRUDER I � I \ �C ` O TMP 79D-18 x) I— `� R. GREGORY MAGRUDER I �Oo ` Lu o RESIDENTIAL= I DB. 368, P. 175 I \ �T \ Lu \ Lu Z ` J F TMP 79D-17 v y I I R. GREGORY MAGRUDER \ RESIDENTIAL \ \ DB. 368, P. 175 ` \ \ TMP 79D-16 R. GREGORY MAGRUDER RESIDENTIAL / I F- I I RESIDENTIAL DB. 368, P. 175 DB. 368, P. 175 I I I I \ \ 0 10 _ A _ — — -I _ _ — _ J _ \ — ---------- LO —----- \ ?2Z / I TMP 79D-15 R. GREGORY MAGRUDER I0 DB. RESIDENTIAL68, P 75 I I i III I `I L-----� I I \ MACHLINE - EE SHEET 13 ,Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com W W LLQ y Z Y � '� > z M _I I..L Lu =Q° o �Zw O J LL G Z J > m � J WVj Q J Z u. KEY t`a ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET 10'20 40' 80' _ TW 1 372.64 INV. 370.63I \ -�--!----__�-- -- -- I-- -- -- - -- - I I � — I OF 12" ELLOW STRII DG /GRA VEL -- PAVED -- -- -- I \----- --- DIP@299% LIMITS Off OVERLAY, DOUBLE YELLOW STRIPE it �- 1------.__ _ DITCH i _ - - _ - _ - _ / _PAVED - — -\ \ r ------- TYP - -----SINGLE - t _ + -- — 18+00TE ST' -12+ ------- ---------------- 17 00 19+00 12'+ 20+00 21+00 NSITIO/g ------------ ----------- - ------- ------------- 12'+ 16+00 _-_-_-___-_ — _ o VA 720'TR ION) I O _ - - - - --720' LANE TRANSITION -y - 12r 12' --------_-.-.--- -----66S SIGHT LINE (fi0M _-.------------------ I 1 ._ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II l S B \ - - - - - - - - - _ - - _ 200 TAPER 12' ST ET v TCIP AI STO / FIBER OPTIC D- -------- --- - NAME SIGN4' I I SIGN -J POST -_--------- _ — ^yf _--------- ---_- 50RL 1 / I / I J I DRIVEWAY - I I I I I I I I I -- J TMP 80-46B AUBREY SHIFFLETT RESIDENTIAL DB. 1414, P. 261 O VDOT GR -2, AMENITY SPACE 10' REAR SETBACK, TYP. SII 7L= I 7�_ I7 =L-- I U� 111 IIII I IIII I IIII IIIII = ❑ 111 5,0793 SF T 1-15 y LOT I-16 5,793 SF LOT 1-17 1 I 5,793 SF I I ZION -STREET PARKING ZONE* I bRIVEPT WHERE BLOCKING L1 1L-- �J I IL -- _J I L-- LL 10' FRO BACK, TYP. L n LIMITS OF NEW PAVEMENT. TYP R.O.W. DEDICATION SINGLE FAMILY DETACHED RESIDENCE W/ 2 CAR GARAGE AND 2 APRON SPACES, TYP. VDOT STD. CG -7, TYP TW 370.75 � INV. 368.48 200' RIGHT TURN LANE 0 I I I I I I � TRANSITION ( I FROM CG -7 TO CG -6 AMENITY m. SPACE _]a I T70' REAR SETBACK, TYPE. FF-- �� I �� a I cYiIII w 11 E w II LOT 1-24 III I 1 LOT 1-22 I ° 18,095 SF LOT I-18 LOT 1-20 LOT 1-21 6,343 SF o LOT 1-23 A LOT 1-19 1 5,793 SF 1 5,793 SF 1 6,343 SF 5,793 SF I 0.85 MOOSE L 5,793 SF I I I I I STA. 15+799.28 TERRAP0 II II II I I II II II II �� IIII IIII �� IIII IIII �� LL �� 1 IL CG 96STYP L J L— — L— — J I I IL — J L— — J I L 11 J J J _J I J L_ I - IGN 4, - - - - - - - - - - - - - - rl 5' 5' 6.5' 0+00® _______ _______ ___-1tq_8}___________________ ___g2*r60--------------- -------1=1+Oe- PGO ADT� -------------------94+()()---_____________-J PARKING 15+00 SIG + - 60 - - - - -1 1 1 - - 69' - - - - + VDO - �_- - S5 6'36';E - N) 29' ` a 29' R.D.W. TERRAPIN TRACE __------- 1120.26' TERRAPIN LANE i15'R v (PUBLIC: 25 MPH) T+OB.tiO- - _ _ - _ _ *- SjWT LINEi25MPH1 - CG -6, TYP PC = 10+14.5 _ - - STOP 6.5,- 5' 280'SIGHTgNE 25 SIGN _ - _ _ - 5, 30' VDOT TD. CG -12 - - - - - - - - L + _ - - - 41' - SPEED - - - - - - - - - - - - - - n 30' VDOT STD. CG -12 \ ISE HC -RAMP, TYP LIMIT SIG V -R STD. CG -12 STA. 1,+90.66 TERRAPIN TRACE _ \ I} HC -RAMP, TYP H( -RAMP, TVP \ \ l STA. 10+00.00 MEANDER WAY 35'R �� I �0'FFiONTBET�CK7 - - - . FR N CK, \ J l l \\ 3,R r--- I --- I I I I 2 �� � I I I II�—� I �—�II I I I I I I —I I I \ PA KING / \ �'\ \ n \\ \ \ SIN a I {I II I II II I _ \ \\ \FL r \ I� IIQ I I II LJI m LJ II I II LJ II ,' \ \\ \ \ \ \\ \ 8 616 SF w I LOT 1-28 I N I I I \ \\ 9,594 SF \ \\\ \ 11X0166 N I 8,616 SF LOT 1-29 w I LOT I-31 SP 0 0 LOT I-30 7,601 SF LIMI SIGN 7,180 SF I 7,180 SF II I II II \ J I L I I 1 ON -STREET PARKING ZONE* 1 "EXCEPT WHERE BLOCKING (DRIVEWAY II 4' 10' REAR SETBACK, TYP. II II I BLOCK( /�/%/ \ `\ 6.5'5 I - --�� I L—=5� I ��--=4DO1 ST 1 CG -6 TYP I _ 2 '0 ON -STREET PARKING ZONE' I / l `\ *EXCEPT WHERE BLOCKING /�\ \ g 6.5' R.O.W. `\ DRIVEWAY j \ 10' REAR SETBACK, TYP. J LOT I-39 4 \ ` VDOT STD. 7,274 SF 2 \ G-6, TYP f ON -STREET PARKING ZONE* LOT I-37 \ �REAR SETBACK, *EXCEPT WHERE BLOCKING 8,948 SF AMENITY a DR�EW�Yr o �- \ Q ✓� �� // SPACE �� / / 1 LOT 1-32 I Lu 7,103 SF � \ \\ SOS � /� yam\ LOT 1-40 6,820SF LOT 1-36 .o / �� �� q \ \\ ✓ `�D // 8,948 SF P AMENITY �C'' ��/ �� i� V \ / \ SPACE \\ \ / / / �� \ ' ' II LOT F 66 A\ LOT 1-41 6,824 SSF MATCHLINE - SEE SHEET 14 7,036 SF /\ \ \ / MATCHLIN y SEE SHEET 1 � L f VDOT STD., I I CG -6, TYP 1 I �I I I I I + —�I- STOP 11 SIGN T 35'R-7 6'00 I I I O M r Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm 1 OF Alan G. Franklin p Lic. No. 35326 W O 2 SSS I.0NAL V W V Q U) < Z Y O J IY mJ� Q CV �I— ^J ZZ L.L W J 2 OU p a- Zw >_ ci� J Q L Z < z Q \ Lu � J J Lu Q J Z LL - ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 5' I I I I s' R. W. I 1 1 I Lu I I Z SPEED -I Q a w LIMIT SIGN ; JLLJ N 01 I N c zN al m O z Ln I a (0 Q ���I�I ~ z I I it c NE= TRACE I L II �I I I I I + —�I- STOP 11 SIGN T 35'R-7 6'00 I I I O M r Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm 1 OF Alan G. Franklin p Lic. No. 35326 W O 2 SSS I.0NAL V W V Q U) < Z Y O J IY mJ� Q CV �I— ^J ZZ L.L W J 2 OU p a- Zw >_ ci� J Q L Z < z Q \ Lu � J J Lu Q J Z LL - ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 I I I SBM SET/MON. I I I ELEV. 381.50 I I MP @ 4.70% I I TW 372.00 I i 0 f0' 20' 40' 80' _ _ _ _ INV. 369.48 I IL 63.8 LF OF 15" I I INV. 376.44 I \ CMP@2.67% I I ---- INV. 375.00 U.S. ROUTE 250 (55 MPH) 66' R.O.W. / /FIBER S/GN / \ POST OPTIC 0 O / PAVED \ 5 I I DOUBLE YELLOW STRIP \\ \\ POST DITCH SINGLE WHITE STRIPE // LIMITS OF OVERLA SIGN I YELLOWSTRIPED GO SIGN GRAVEL ° i TYP O I DITCH— — \��_----- DITCH --------_--\\��---_-- S/GN--------- --- 200' TURN LANE I I 200' TAPER ----------- -------------- — _—_----------------------------------. — 12f I 12'— — — — — — — V S- — — — — — — --- 50'R 12 I -----------.--------- 12, 12' — ��--_—�_� ______--$--------------- ~ VDOT STD. FIBER OPTIC CG -7. TYP VAULT I LIMITS OF NEW - PAVEMENT, TYP VDOT STC GR -2, TYP AMENITY SPACE F_15' REAR SETBACK, TYP. � I I AMENITY SPACE LL LL/ a I ON -STREET PARKING ZONE' _ 'EXCEPT WHERE BLOCKING V _U Q II I II STA. 8A+ 6.39 TERRAPIN TRACE _ I coLLI 7 a� STA. 10+00.00 MOSSY ROCK RD w I Ji o LOT 1-25 I Y1 _ 8,095 SF W1 LOT 1-26 II II I Will 5,793 SF II TYP. � II 1 NII -; 34.3' LOT I-09 1 TYP.OT 1-48 I 2,200 SF II r�� � II 860 SF I 1 I F. 11' FRONT SETBACK, TYP. I 10' FRO T SETBACK TY . Ci STREET, N ® NAME SIGN' I I 1a ;I – – – – 4, I II )-,— – – –1 5' I III I 5 I II III I NP (300 ADT)II 1 I — 19+00 SIGN 7+,--------------4B+Hr-11 1-1TI-----------1q I O 60' IT 11 PAZING 29' O.W. 66— O SIGN VDOT STD. I III `I III I (NP,) CG -6, TYP I III III I f I 111 I Flo 5 FIBER Of MARKER AMENITY SPACE 10' REA SETBACK, TYIp. Q I Q � 10' EAR SETBAC ,TYP. T � I a T ' REAR SE (BACK, TYP. I I I N I N I I I I w I N I I II w I I I wo I wo I I I I w I o I I I w III zo III zo 1 100' I TYP' 100' I TYP. 100' 34.3' 34.3' LOT I-50 I LOT I-51 I LOT -52 I TY 860 SF I LOT I-54 I LOT 155 12 200 SF I 2 B60 SF TYR LOT 1-5 I 2 T 1 SF I 2,412 SF 1 2 663 SF 3L,080 1 SF 1 LOT 660 3F 2,200 SF 2,200 SF 2,860 SF 2,200 SF 2,200 SF I 1 I I I I I I I I I I I I I _ 11' FR A' S5 BACK 11 RONT EkSPI K, TYP MIN ' O.W. 20+S5 (200 ADT) 214- 29' 553°46'36"E + - ERRAP N TRA�12o.26' (PUBLIC 2 MPH) _ — — — — — — — VDOT STDJ(771. – – – – CG -98, TYP ._--_--_-- 'S <fTP I III I I I co M NP> 5' SMMITT UNE 2SM 1 i)1— 4'. I III I �'= 1fl+�— --i- — — 4' > 1 O SETBACK TYP U I U ILOT I-14 o F 5,152 SF y of I LL i IL LOT 1-13 L 5,152 SF 1 II II I II II I ��SEFgq�3'Y II I �' SIQE SETBA Kc�, TYP. IL LOT 1-12 1 6,072 SF I 1 L_ � � 1 L J LOT 1-11 11 1 7,713 SF I 1 ' 11 31 50'R — c=7j 60ciall Ff ON -STREET PARKING ZONE` 'EXCEPT WHERE BLOCKIN DRIVEWAY _7T 35 VDOTT STD. 1 I HC -RA ,TYP 1 sT P J LOT 1-65 SIGN I 8,870 SF 11 I _ i R O J I FF � L II I 10' FRONT SETBACK, CK, TYP. Ila LOT 1-66 LOT 1-64 a / J 6,856 SF /' 8,149 SF Y I SIIII o ¢ 1 N 6,810 SF Lu 1 m �� II o I / v OT s LOT 1-67 LI` / CG-6,L21'�� P �1 6,856 SF 71 I SEAR ES TBACK, TYP_ 1 r 1 J LOT 1-68 11 AMENITY I 6,856 SF 11 SPACE L ' MATCHLINE - SEE SHEET 15 L(L / 1 R y4 AMENITY 1 SPACE / Q 1 1 VDOT ST 1 CG -6, TYP / FIBER OPTIC 1 mQ� 1 1 I / I � � / 1 + 1 I b I i I / W 1 ,W 1 1 = \ 1 2 \ I Lu Lu 1 _7T 35 VDOTT STD. 1 I HC -RA ,TYP 1 sT P J LOT 1-65 SIGN I 8,870 SF 11 I _ i R O J I FF � L II I 10' FRONT SETBACK, CK, TYP. Ila LOT 1-66 LOT 1-64 a / J 6,856 SF /' 8,149 SF Y I SIIII o ¢ 1 N 6,810 SF Lu 1 m �� II o I / v OT s LOT 1-67 LI` / CG-6,L21'�� P �1 6,856 SF 71 I SEAR ES TBACK, TYP_ 1 r 1 J LOT 1-68 11 AMENITY I 6,856 SF 11 SPACE L ' MATCHLINE - SEE SHEET 15 L(L / / Q / l FIBER OPTIC mQ� POST I � � I r I I W I\ Lu 1 = \ \ Lu Lu \ fn \ I \ W \ Z J c�Me��, 15 - TOWNHOUSES W/ 1 CAR GARAGE & 1 PARKING APRON AMENITY SPACE / / / i / BLOCK / STA. 20+92.20; 33.50' RIGHT = / CENTER OF CUL DE SAC / TERRAPIN TRACE TMP 80-52 I RIVANNA INVESTMENT RESIDENTIAL I I SINGLE FAMILY DETACHED D8. 3641, P. 400-409 RESIDENCE W/ 2 CAR GARAGE AND D8. 3536, P. 594 2 APRON SPACES, TYP. I I I I I 1 I I 1 \ 1 1 \ \ \ \ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm . o ;�0 L1 H OF F/P c, U y' Alan G. Franklin p Lic. No. 35326 W O 2 SSS /.0NAL V V Q z O J mJ� Q ^J ZZ L.L W J 2Qov p �Zw >- 121:f 0 J Q LL < z CID J W Q Lu J z LL ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 I I I I I � I I I I � � I I \\_ PHONE PED. LIMITS Gj OF OVERLAY, / DOUBLEYELLOWS(�RI� YELLOW STRIPED GORE, \\ i' --------------- -----------�. --------------------------- — +— 720' LANE TRANSITION r+UU ,+ --_ —_4---------------- MAm , m2! :, �— 49.10 LF OF 15" CIP @ 4.71 INTERSECTIO INV.ff 360.81 AHEAD SIGN S134 I I — — — — — — — — — — — — — ------------------------------------------- ------------------- ---------------------- 32+0o II 33+00 ss+ 1sT ,2'+ U.S. ROUTE 250 (55 MPH) 2' y GRAVEL 7/7- AILBOXES LIMITS OF NE PAVEMENT, TYP El H wl w H H 5 TMP 80-58A MARYBESS JOHNSON RESIDENTIAL DB. 568, P. 608 it— — — — — — — — — — — — — — — — — - -----/ MAILBOX m —__ INV. 364.23 --/\ / \ I _ I INV. 363.62 FIBER OPTIC \\ POST 31.2 LF OF 12" I \\��1J CMP @1.94% I \ \ `\ TMP 80-58 \ \ \ \ JAMES RICE RESIDENTIAL ---------------_--_ DB. 3998, P. 409 — — — DB. 3536, P. 21 — — — — — — DB. 568, P. 608 I / I I I I I I I I I I I I I I I I Lj 7/ TMP 80-53 ---- - �— COSGROVE RESIDENTIAL — i DB. 2821, P. 505 v TMP 80-54A TODD COSGROVE \ RESIDENTIAL DB. 3998, P. 409 DB. 1701, P. 672 v DB. 354, P. 399 LF ; O I � i 0 I 1 ; ; ; J* 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 TH OF - Alan G. Franklin A Lic. No. 35326 w 0 4. 2 SSS �.0 N A W V Q Z O -i > Z CL Lu Z � =Q° o w z w Df � z � Z LLl J � m � J Q W J Z u - KEY s� ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: / / / / / / / / J TMP 79D-12 R. GREGORY MAGRUDER RESIDENTIAL D8. 368, P. 175 13 m II I I I II I I I I � I I I—X— LJ I I I II l TMP 79D-13 R. GREGORY MAGRUDER RESIDENTIAL �I D8. 368, P. 175 II \ 11 0 I I I I I I I I L� AMENITY \ /Z \ SPACE MATCHLINE - EE SHEET 9 I I I O I TMP 79D-14 I 0 R. GREGORY MAGRUDER RESIDENTIAL D8. 368, P. 175 I I 0 I I I I NOTE: PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND I MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE ROADS/ALLEYS. 1 v r F 0 10' 20' 40' WILL!w 2 U) w w U) W TMP 79D-15 R. GREGORY MAGRUDER = U RESIDENTIAL Q D8. 368, P. 175 TOWNHOUSES W( CONGREGATE PARKING AMENITY SPACE 2.5 REQ . - C�T_yP. 1 7 I � I I :I O T ACK 1� P_.. _...20 10'R r— I 1 I TYP I I AC�Ty� 1 20' �� I I �I I I� 42.3' I I LOT G-10 LOT G-11 1 3,,786 SF �I I a J — TYP Y Y TYP 1,962 SF I 2,007 SF O LOT G-7 on I m ,118 SF LOT SF I LOT 958 -9 1 I W TYP, 42.3' LOT G-6 w I VDOT STDI CG -6 h / T 1 I 'PLOT LOT G-5 3,107 SF rn I I (DRY GU ER), I �I ,991 SF / LOT G-14 LOT G-1 LOT G-2 LOT G-3 1,924 SF 1 1Ol I TYP y / 1,900 SF I 3,019 SF 1,924 SF 1,924 SF 1 LOT G-4 1 I I 1 1,924 SF 1 I Lo I � / 1 1 I LOT G-15 —��--� 15' FROIN / 1,900 SF I I 11 L.' I • IL � 16 FR CK, ^. 1 I I'� I 5.5' I 15. TS. 7y � 7.5' 89• CONCRETE 1 6' DUMPSTER PAD 2 SPA ES CONCRETE 'R, T ts�oo CATTAIL COURT BLOCK G 15'R, TYP. —SEA EM 265.494' —55265.49'64 — (CGI01A MPH)9''Y 00 24' 1' 15'R 15'R - 0S - \ 1 18 3 9 SPAC S 9 5'R TY 16' -�I'TYP00 �TYP. 2' ,*,w 15+ 24` 74+00 _I 011111111p 30' ACCESS_ ^ DOT ST EASEMENT — ;ES CG -6, TYP -� y 16' TYP 7 9' I I I �TYP Y SACK I .5' 42.3' / 2 I VDOT S4—./TYP / J / I CG -6, TYP 454 SF I I / I L 7 - URN I l y I - TURN-AROUN 18 AMENITY I LOT G-26 I I 1 ONTS I E AREA 1,715 SF B , 4 1 LOT G-27 / / (NO -PARKING SIGN) SPACE :\ I 1,836 SF LOT G-28 I 42'3' 2,991 SF ryp � � TYP 1 I 20' ro ¢ OT G-29 / / TYP y / ~ 2,991 SF 1 / \ \ \ \ I � I I coW LOT 900 SF 1 90G-31 -3 I I O - 10' REAR LOT G-32 SE .:I J 1b I -co I 1 900 SF y STREAM n_ TYP 1. \ \ P - WETLAND �2 \ RSETB KTyPI 'I + + + 0+ + I �L + I J + + 1 — I _ _ I / J I r� BL04K E � � F w / I / / 1 I / BLOCK F I / I I I l / I / o I a / pv1ATCHLI SEES EET 15 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm W Q Z Y N O J L I_ mJ Q CV �H J ZZ � W J 2Qov p Z W O � J LZQ Z � Q < Lu m > J Lu Q VJ J Z_ LL KEY 9 10 11 -j -i 12 13 14 15 16 17 k 18 19 ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 LLI 0 10' 20' 40' 80' W 2 U) W W U) MATCHLINE - SEE SHEET 10 W TMP 79D-15 zR. GREGORY MAGRUDER SINGLE FAMILY DETACHED = RESIDENCE W/ 2 CAR GAR/ ❑ 3 P.168, RESIDENTIAL \ 2 APRON SPACES, TYP. D8. I i I If 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 I MAINTAINING THE PRIVATE. ROADS/ALLEYS. BLOCK G TOWNHOUSESW/ CONGREGATE PARKING AMENITY SPACE I 1 �1' TYP 1 � I r.. I LOT G-16 1,900 SF / LOT%1F7 / OI I 1 _ OT 1 LOT G-18 1 2,991 SF yQ Q / '. / m I I 1 O 2�90G 3F I / TYP 1 h LOT G-20 1,900 SF 140' / I LOT G-21 I / ' FRON 1,900 SF LOT 2 / 1 ACK. VDOT STD. G-6 / T LOT 1 I Ty I (DRY GUTTER), I I 900 SF I 13+0p I 5'R, TYP- -----VDC1T STI Ka' ti CG -12 — g• HC -RAMP rYPI' 1_,57,8 (200A'1)7-) 13'�CgT= C/I (PRIVgT 2 MO` / VDOT ST . P LOT G-33 1,900 SF / P` a / � 1 a / X6 4 / LOT 13-02Z 42.3' / 3,466 SF TYP / 1 MATCHL��IE SE L HEET 14I' \ \ LOT I-35 0 9,150 SF ' -ING ZONE* VDOT STDG \\\ i / E \ \ \\ \ XCEPT WHERE KBLOCKING p - - G-6, P ✓✓� i \ \ DRIVEWAY ILu _ o 42 \\\co 1 6s� ,157 SF TtQ' \ ' o I LOT 134 pOH' // \ \ I cy)M I� I 7,932 SIF y S\°�S��i i / x\ \ �\ \ I l o J co !w ST 6+43.49 MOOSE LAN SI MEANDER WA LL r LOT 1-43 q'� _ – 35'R 5. 10,154 SF / / Yj \� – – – – – 6.5' pF — 00A0�— NI �� / IpuawA so �0 Y / 1 OW N42° 120"W l 7.68' LOT I-44 � 6.5' / /8,722 SF , / — 5 BLOCK I / /// — STOP %p / II 1 I I -____SIGN � LOT 1-45 7,396 SF l l / II I� 'I I VDOT STD. CG HC -RAMP, TYP LOT 146 III 1 II 7,913 SF LOT 147 II 1 III 7,913 SF I D STD G TYP _ T 1 AMENITY 1 10'RF SPACE I AR SETBACK, Typ — — — I \ I / I I I I 7- Lu 1 I I a I �I I o I 1 Z + I ' - 1 ro 1 r\ V 1 W I I { I w co 12 I pm / I � la 1 I I 1 / I I 1 1 � I 1­DN-STRrET PARKING ZONE' I / I d 'EXCEPT WHERE BLOCKING 1 I 1 'EXCEPT WHERE KEk IVE WS BLOCKIN11 II '' ,� W 1 14 P DRIVEWAY QI l II — _ — II o- I o 1 I 9, II A LOT 11 II w ro II LOT 1-2 _ II 6,825 SIF �°I I_0 6,825 SF 11 I II II II I 1 I 30' S ACCO `SS L EASEMENT SR I'r II 11 II ' LOT 1-3 I it I— I 1- II 11 I II 7,850 SF 1 1 I 7J'4' TYP�TT 0 I TYP HC -RAMP i� I II l� II I S A. 1 +23.49 MOOSE LANE = 11 1 5 5 / I ILU 5'R \ S A. yy +88.87 LAZY LANE _ / W LU q' CES 9 I II I _I 1 6 5' 1' O W STOP / a SPEED - IGN LIMIT SI t 1 Z BACK �,<NPs- - - - - - t- \{'�- _ - - _ VDOT STD. VDOT STD. CG -1 I MM2" LOT G-34 ¢ TYP STO \ \\ \ \ CG -6, TYP I LL = 2,991 SF 1 IQ I r�� I I- SIGN i-�' +00 \ \\\ \\\ \ ----_- J_ -RAMP, TYP U __ I� './ 1T �F \-✓E_-1- __�r\�1 76+0p 1' 35'R I Q 111 -35 / w m 2,99OT GSF LOT G-36 / 1 90LOT 0 SF / VDOT STD. CG -12 1� – " – – – – – – ?S- _ – _ – `, �— �- \ \\\ \ – – – _ I O / W 1,900 SF HG -RAMP, TYP – – – – – \\\ \– – – Lu to/ / 25'R ---- _ _ - � SPEED ��\t----_--_ " / ok4 ��' S7GFT11gE�{.2�gp – – – – – – �\� \ (6s0 OT _�►- – – – – – – – – – - – – I h 1900 SF / 1900 SF / / + LIMIT SIGN \1\� --%_----__-------- - - 6. I �s ---- -- -_� - iLl-_/j___ \ - 1 I CI LOT G-40 I n /Q \ \\ \ c - - - - - - N4z. 017 15+0p- -f 0 I \ k� 20' 3,418 SF LOT G-41 / o r A V - 3dg 8 -I- I TYP 140' 3.418 SF I /..;.. Q l O - LAZY 1 � / 1 I 1 ./° l �� _�___— --- - -- -__--BRAN_---- o / / / BLIe..� LANE R.e.__ � - I ON -STREET PARKING AMENITY I - �I hl // / DRIVE A*EXCEPTWHERE BLOCKING / ON -STREET PARKING ZONE' 5' NETLAND STREAM 6 TOWNHOUSES W/ 4-6%R GARAGE & — LOT F-7 2,581 SF LOT F-8 1,640 SF / LOT F-9 1,640 SF LOTF-10 / 1,640 SF ftftftft mom. STREET 'EXCEPT WHERE BLOCKING - - - - ------ I - /;F NAME SIGN DRIVEWAY AMENITY - / h/ / SPACE — / - // STA. 10+00.00 CATTAIL COURT = /C STA. 17+59.80 LAZY BRANCH LANE 11 I STREET - VDOT S D_. / / I II VG ggSTYp I NAME SIGN - CG -6, P L 14 SETET I q ' P, CK '� 11 LOT J-34 I 6,856 SF 856 SF 11 6,856 SF w 1 II LOT J-36 611 al I 11 Y I �a 11 I �%�' y l/ ♦ I 11 III o II 11 LOT J-35 m I Q II I / I I 11 �I� / olll II 11 LOT J-37 co 6,858 SF STREAM BLOCK I� II �I l h II E _ J'1 19+26.13 .Pi WPO STREAM ` 1 -' BUFFER R SETB ACK 1' 5, 5. /2 l WETLAND ` PARK � AMENITY TO BE DEDICATED TO THE COUNTY OF ALBEMARLE ' , , wo SPACE FOR PUBLIC USE AS A PUBLIC PARK - / 1 STREAM - MATCHLINE - SEE SHEET 16 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm 1 OF Alan G. Franklin p Lic. No. 35326 W 0 2 �s9 /.0 N A W LL (D Q U)<z Y Q J m = > Q CV > H J Lu 2 < (U 0 Z W >_ J Q LL < Z m � J LuQ J Z LL_ ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 d % L -7 SF LOT / I 6,853 SF I L 11 / 6N, STREET PARKING ZON�� _ EXCEPT WHERE BLOCKING �— 1 r Y LOT I-9 11 I 1 6,824 SF II I- L J 1 0 s z�� LOT I-8 ' I 6,830 SF e Ij�_ II ' t STREET W I L _ _rE SIN LOT 1-7 o / 6,825 SF J AMENITY 11 SPACE L _ LOT I-6 J 6,825 SF 111111 / 1 — — _ LOT 1-5 Zj6,825 SF � J II ' M\ 11 U) JU LU _ co II _ LU 11 11 STREAM N T Un LOT 1-4 11 + Q' 7,850 SF A u 11 o or a --J — J o STREAM SINGLE FAMILY DETACHED RESIDENCE W/ 2 CAR GARAGE AND 2 APRON SPACES, TYP ON -STREET PARKING 'EXCEPT. WHERE BLC DRIVEWAY /. SPEE i LIMIT SIGN 3+00 12+0c r \\\ O MATCHLINE - SEE SHEET 11 J 10 FT � _ 0 7,20'410' zRX ICf I LOT 1-69 AMENITY Ir �L 6,856 SF SPACE �co o\ SINGLE FAMILY DETACHEDRESIDE\ ^ 3j 2 APRON SPACE ,TYP.AR AGE AND \ \ 'I _ 2 APRON SPACES, TYP. \ \ m Q — �\ \ LOT I-70 I 8,181 SF 80'2,g 6.5 S, I R.0 W. ,1= 11—_1.1 \ � 1 1 \ \ 1 PC = 13+7g 1 1 15 }mom I _ I i 1 I 1 I ` � 1 voo srD.� LOT I-71 I CG -s 19,847 SF + v v k >> LOT I-72 \\ \\ \ \ 9,847 SF'A Xoo 11 TMP 80-55B DARRELL ULLERY �\ RESIDENTIAL DB. 2478, P. 535 \\ I \ \ 6,000 SF SPEED o� \ LIMIT SIGN /� i \\� `F STA. 16+44.57 MOSSY ROCK RD = STA. 10+00.00 LAZY BRANCH LN m LOT 1-74 \ 5,987 SF \\ 35'R / �/ E� N NNTkRsl N 1 \ \\ q LOT J-57 51656 SF I 2 STOP / SIGN \ ` � j/ � TMP 80-55 GERALD HUGHES 6LOT J-56 �� RESIDENTIAL s, — \\ \ 5,167 SF 1 35'R \ �` \ DB. 739, P. 579 _ O\ REET PARKING ZONE" VDOT \\ \ EXC T WHERE BLOCKING / { H MP, TVP a \ RI AY jL ~ \\\ \\\ \\ SPEE LIMIT SIGN \ / 'C\ \\\ \ \/ �// �/�/� � \\ ♦ I FROry7gE P. U 1 LOT J-38 ' 11 ' �~ I 6,857 SF it 'o J' I II 1{✓PO STREAM �I UFFER J 10 REAR SE BACKJ= - \ - ON -STREET PARKING ZON \ k\ \\ \ \\\ 'EXCEPT WHERE BLOCKING \ \ DRIVEWAY\ \ \ s \ ss s' a' 5,157 SLOT J-55 LOT J-39 \\ 7,153 SF i \ F ✓\ /PGS' /// VD S YP LOT J-54 \\ 5,148 SF \� { LOT J-40 5,940 SIF F \ / I 1 STREAM p PARK TO BE DEDICATED THE COUNTY OF ALBEMARLE I FOR PUBLI SE AS A PUBLIC PARK LOT J-53 \\ MATCHLI SEE SHEET 17 \ \ / / \ \ \\ 5,138 SF Ill Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm NLTH OF I, c, Z VO T Alan G. Franklin p Lic. No. 35326 W 0 2 �s9/ONAL F'�G 06 W V LL Q cl) Z U � � O J m J N > H W Z �< w !� J O Z Q > m � J Lu Q J Z_ LL- ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 SEE S T 12 / i°s1 sF / 20' 1 ' o 1 I 1,640 SF LOT F-9 / TYP --;rLOT F-11 a / N / d / 1,640 SF LOT 640 3F / 1,640 SF / LOT 681 3 42.3' / _ O'FRoTSE / L L�., 5' 6.� / _ _ 1 5 10' 35'R R. .W. / / 5' 65 V /<LAGE PAR - _ I 13 , �LIC�25 MP�+ �' C R.O. I 2 I 11 ' S I N I I II \\ STO i I II \\ SIGN / II I 35'R / VDOT STD. CG -12 II HC -I MP, TYP I II \T VDOT $$�T� I IICG -6, TYP / m c r 5' 61.5' / I , BLOCK D AREA RESERVED FOR NON-RESIDENTIAUMIXED USE DEVELOPMENT (20,000 SF MIN.) l o I / ry 11 a, of of I I 1 I I RES 00 11 ' I 11 ON -STREET PARKING ZONE' 'EXCEPT WHERE BLOCKING I , VILLAITOWNHOUSE W/ 2 CAR GARAGE DRIVEWAY 11 AND 2 APRON SPACES, TYP. I 4 _�_ VD9 TD. CG -12 5 —__ -RAMP, TY 6.5' ` 35'R / / VDOT STD. CG -12 HC- TYP ft"ft—,_. /PUBLIC: 25M HI 6.5' -_low- i 10'PRON- Tc-TBAC STOP 63' Kms. SIGN n 35'R - f/J� <U / SP — 45, LI I LOT H-1 5,605 SF , .......... o �Y 2 ' �¢ M N w � � a0 18' a LOT H-2 TYP 4,400 SF _ U I BLOCK H 2 i LOT H-3 � s s.5' 4,400 SIF i I I , z/ PO I � STREET I , NAME SIGP 1 I I / I , / _ I o / v I N , I I � I / I I I STA.23+79. 6LAZY RANCH LANE -- I STA. 20+30.68 STEAppdER DR 1= / BASKETBALL T N , I� I m SIGN STREET NAME SI MATCHLINE - SEE SHEET 14 VA AMENITY / SPACE I 0 70' 20' ' 80' STREAM 40 PLAYGROUND CID W w - (n Lu % z .66 LAZY BRA CH LA .33 VILLAGE ARKAVE H VDOT STCG-12 HC -RAMP. TYP \ \\ TRAIL ` TENNIS PAVILION PAVILION I I , I , LOT H4 PC / 5,079 SF 5+sz77 I/ II II I 5'SID SEID ETRAC ON -STREET PARKING ZONE` *EXCEPT WHERE BLOCKING DRIVEWAY I F/ — VDOT STD. CG -6, TYP VDOT STD. CG -9B, TYP WETLAND STREAM MATCHLINE - SEE SHEET 18 II � I I WPO STREAM BUFFER -AND 1 1 x � / I / I _X_ X ✓ / x DOG PARK \ % + Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm T OFi- Alan G. Franklin p Lic. No. 35326 W O 2 �s9 7.0 N A V W V Q co Z Y O m J � Q CV > I..L LLI Qc) = p Z LLJ J Q LL < z Q \ m J Lu vJ J z LL KEY 9� 10 11j'� 12 1„-- 14 15 16 17 18 19 ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 22+o��e I 1 I I I N i Q Q j U 8 Lu co 42.3' / _ O'FRoTSE / L L�., 5' 6.� / _ _ 1 5 10' 35'R R. .W. / / 5' 65 V /<LAGE PAR - _ I 13 , �LIC�25 MP�+ �' C R.O. I 2 I 11 ' S I N I I II \\ STO i I II \\ SIGN / II I 35'R / VDOT STD. CG -12 II HC -I MP, TYP I II \T VDOT $$�T� I IICG -6, TYP / m c r 5' 61.5' / I , BLOCK D AREA RESERVED FOR NON-RESIDENTIAUMIXED USE DEVELOPMENT (20,000 SF MIN.) l o I / ry 11 a, of of I I 1 I I RES 00 11 ' I 11 ON -STREET PARKING ZONE' 'EXCEPT WHERE BLOCKING I , VILLAITOWNHOUSE W/ 2 CAR GARAGE DRIVEWAY 11 AND 2 APRON SPACES, TYP. I 4 _�_ VD9 TD. CG -12 5 —__ -RAMP, TY 6.5' ` 35'R / / VDOT STD. CG -12 HC- TYP ft"ft—,_. /PUBLIC: 25M HI 6.5' -_low- i 10'PRON- Tc-TBAC STOP 63' Kms. SIGN n 35'R - f/J� <U / SP — 45, LI I LOT H-1 5,605 SF , .......... o �Y 2 ' �¢ M N w � � a0 18' a LOT H-2 TYP 4,400 SF _ U I BLOCK H 2 i LOT H-3 � s s.5' 4,400 SIF i I I , z/ PO I � STREET I , NAME SIGP 1 I I / I , / _ I o / v I N , I I � I / I I I STA.23+79. 6LAZY RANCH LANE -- I STA. 20+30.68 STEAppdER DR 1= / BASKETBALL T N , I� I m SIGN STREET NAME SI MATCHLINE - SEE SHEET 14 VA AMENITY / SPACE I 0 70' 20' ' 80' STREAM 40 PLAYGROUND CID W w - (n Lu % z .66 LAZY BRA CH LA .33 VILLAGE ARKAVE H VDOT STCG-12 HC -RAMP. TYP \ \\ TRAIL ` TENNIS PAVILION PAVILION I I , I , LOT H4 PC / 5,079 SF 5+sz77 I/ II II I 5'SID SEID ETRAC ON -STREET PARKING ZONE` *EXCEPT WHERE BLOCKING DRIVEWAY I F/ — VDOT STD. CG -6, TYP VDOT STD. CG -9B, TYP WETLAND STREAM MATCHLINE - SEE SHEET 18 II � I I WPO STREAM BUFFER -AND 1 1 x � / I / I _X_ X ✓ / x DOG PARK \ % + Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm T OFi- Alan G. Franklin p Lic. No. 35326 W O 2 �s9 7.0 N A V W V Q co Z Y O m J � Q CV > I..L LLI Qc) = p Z LLJ J Q LL < z Q \ m J Lu vJ J z LL KEY 9� 10 11j'� 12 1„-- 14 15 16 17 18 19 ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 SEE SHEET 15 LOT J-41 \ \\ { \ 5,940 SF 0710, 20' 40' BO' \ \ AMENITY SPACE \ / l \ O\\ \\ AMENIT SPACE \\ ` LOT J-42 , \ \\ /\ ♦ TMP 80-55 I 6,490 SF GERALD (P\\ j\\ i i HUGHES �\ ♦ RESIDENTIAL ��\\� / \\\ ♦ D8. 739, C)579 \Q VDOTSTD. \\ WPO STREAM I / \ o \7� \ VDOT STD. LOT J-52 ` BUFFER \ / 10' / / \ 5 �0 \\ CG -6, TYP� 51121 SF \ /� LOT J-43 6,490 SF TRAIL \\� \ / i // \\ • SINGLE FAMILY DETACHED \\/\ o \\ �// /� / om ♦♦ GARAGE AND 2 APRON SPACES, TYP. IN \\ 4' LOTJ-51 \\�� W 6.5' S \ P \ 5,112 SIFR. \\� ` LOT J-445, 6.5' \\\ % P 5,940 SF \\ \ / �'f/ \\ \\\ LOT J-50 O \\ (� 5,102 SF 70 / \o LOT J-45 gym \\ 6,490 SF LOT J-49 \\ 5,093 SF /5� ' A"w \\ �O7QSTREET PARKING ZONE* / \✓\ /// 1 \ \ ` <"EXCEPT WHERE BLOCKING / BLOCK J L STREAM PARK TO BE DEDICATED TO THE COUNTY OF ALBEMARLE FOR. PUBLIC USE AS APUBLIC PARK STREAM STREAM k \-I'\ STREAM 4- �+ i WETLAND TRAIL IF X / 000 k WPOSTREAM BUFFER PARK 00\ BUFFER , 1 1 TO BE DEDICATED TO THE COUNTY OF ALBEMARLE 00 ` I I FOR PUBLIC USE AS A PUBLIC PARK X \ / WETLAND ` X / ♦ MATCHLINE - SEE SHEET 19 STREAM �Eb�' g \ 1 \ \\ DRIVEWAY LOT J-46 \\ 7,040 SP36'R Vr / 'e \\ LOT J -4T MUM\ ` \ 6,490S / i � LOT J-48 \ \\ 5,529 SF OBUFFER STREAM , \ J IA. ZZ+UU.SU; SJ.OU Lcr i = CENTER OF CUL DE SAC MOSSY ROCK ROAD VDOT STD. CG-6,TYP AMENITY` .SPACE ` TMP 80-55 WILLIAM CATON RESIDENTIAL D8. 2701, P. 749 D8. 1712, P. 589 iTREAM ` Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm �NLTH OF k � c� 1 - Alan Alan G. Franklin p Lic. No. 35326 W O 2 SSS/ONAL F'�G w� W fn W V V LL Q z U 0 m J � N > 1— W z C) ZL Ll JJ Q G z Q > m � J Lu Q J Z_ LL Q I..L D O J ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 STREAM AMENITY SPACE / L TRAIL 18' \ I / 18' LOT J-1 63- 45 7,408 SF / LOT J-2 `{J 5,835 SF 120' / ao' \ v MATCHLINE - SEE SHEET 16 - + } WPO STREAM i BUFFER WETLAND + ! I+\ 1 - STREAM / I I BLOCK J \ "I AMENITY I1 II I DOG PARK ` \ I SPACE \ \ \ x TRAIL ` \ I \ VILLA/TOWNHOUSE W/2 CAR \ \ \\ GARAGE AND 2 APRON SPACES, \ TYR \ \ f \ f 4 \\ \ +\ PARK ' + TO BE DEDICATED TO THE COUNTY OF ALBEMARLE FOR PUBLIC USE AS A PUBLIC PARK 10, Bel 1 \ \ \k �A" 10, \\\ / LOT J-33 o' \\ 5,060 SF / / 1 / \ \ X_X—X—x—x—x—x—x—Xim- =y \ - % LOT J-32 4,400 SF W 18'�¢' / qR qc = 20.5' \ \ \ \ s4 CG -6, TYP\ / LOT J-31 e k ryP N 5,060 SF Q� / / Lu Lu ` \ / ON -STREET PARKING ZON h / VD -9 6U �!0•FR / \ / q *EXCEPT WHERE BLOCKIDIG // 7 / W / / \ 6CZ9B, TYP R.O\-- OTS / / io DRIVEWAY / / Z y. /v@9�\`�SgC+K / LOT J-30 WE _ \ 2g,0 5,060 SF TMP / - STREAM LOT J-3 Q /' ' \ ` \� ! ° y� \ / / / / / < 6,078 SIF / hm/ 6.5' / / LOT J-29 - / 4,400 SF �/ \ / LOT J-4 /y 63' 45' 5,472 SF�/1_STLOT J-28 REET PARKING ONE* " K, `\ ��tj 1�r2poA�Tf \ / 5,060 SF "EXCEPT WHERE BLOCKING / 24' MIN \ \ \ \ / RIVEWAY - . LOT J-5 (p�e<!0 ^lC s F . 4,458 SF � zSMay/ W/�/�3378a°E ���\� RoyT q 4. LOT J-6 " , VDOT GG -6, TYP / 40' 1 4,400 SF / LOT J-7 / k \ ! / 5,060 SF//�Q / ! • RD s ! ����\ F LOT J-8 h 63' 46 5,060 SIF / \! !0•R� / / 24' IN TMP 79-25B ROBERTLIVENGOOD RESIDENTIAL DB. 575, P. 609 (\ / / / / / / / / / I/ / TMP 79-25C DANIS WILLIAMS RESIDENTIAL DB. 4207, P. 348 LOT J-9 / 4,400 SF / // 440 / LOT J-10 / 1999000 \ 4,400 SF / LOT J-11 5,060 SF V SPEED LIMIT S WETLAND icor, I 000, 0000 00000p0p0 00 p 0000000 00 00000000 000 I 0 0000 00000 0 0 00000000 00000000 000000000 00000000 pO000000 00000000 00000000 p 000000 0000000 p 0000p0 0000000 000 1000000 1000000 00000 X000 24' MIN AMENITY �I I U PACE I 45 LOT J-12 1 ail 63' 1 5,191 SF 1 TMP 79-26 DONALD RIGGIN RESIDENTIAL D8. 1031, P. 209 -/I- - � = I LOT J-13 1 4,329 SF 1 11 LOT J-14 1 4,343 SF I I t✓ 1 1 I — 1 18' LOT J-15 6,844 SF SE�CK Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm TH OF Alan G. Franklin p Lic. No. 35326 W O 2 �s9 �.0 N A V W LL V Q i V o J> z m I--- J Lu D 2Qov p a- Zw >_ 0�J Q LL < z Q > m J Q Lu J Z LL ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 + 1 STREAM BUFFER Al } �� 40'' BLOCK J 40"'/ 40'PARK TO$EDEDICATED OR PUBLIICOTHE COUNTY OF USE AS A PUBLIC PARK MARLS STREAM—, = CEPT WHERE BLOCKING �\ \ U) _ DRIVEWAYLLJ / LLI \ \�y 10 REpR SE \ Lu / z 2 \1� 1\ \ A b 63 �40— '\ \ 1 0. " 63' LOT J-26 \ 45' \ 4,400 SF LOT J-27 \ 5,060 SF 14� / ✓ 18' — TYP 5' , O m 4 N \ -A y\� \ LOT J-24 F \ 51,060 SF V \ LOT J-25 \ 4,400 SF \ \ 0 NP , �- 5660207°E �/ 60' W — I _11 4, N TYP / I \ LOT J-16 I I a 6,479 SF I m IN \ Q \ I IN 1 I I I I / 1 / LOT J-17 4,400 SF \ LOT J-1945, 6 \\ 5,058 SF ; \ LOT J-18 \ 4,400 SF 1\0' AMENITY SPACE 1 LOT J-23 5,100 SF MATCHLINE - SEE SHEET 17 WETLAND 1 0' LOT J-21 \ 5,933 SF LOT J-22 \ \ 4,902 SF \ 23.6' 18' TYP 10' O T s� — 36+40 3g+00 VDOTST� \ CG -9B, TYP AMENITY SPACE VILLA/TOWNHOUSE W/ 2 CAR GARAGE AND 2 APRON SPACES, TYR 10' . X?�/ 10' VDOT STD. CG -6, TYP \ LOT J-20 \ 8,788 SF STA. 35+78.39; 33.50' RIGHT = CENTER OF CUL DE SAC LAZY BRANCH LANE TMP 80-47 BETTY McCLANAHAN RESIDENTIAL DB. 1184, P. 718 ♦ ♦ 0 10' 20' 40' 80' x ♦ v / Anil logo j X / 1 AMENITY SPACE \ TRAIL WETLAND i �� - 00-- LLI W PARKING ZONE' \ = CEPT WHERE BLOCKING �\ \ U) _ DRIVEWAYLLJ / LLI \ \�y 10 REpR SE \ Lu / z 2 \1� 1\ \ A b 63 �40— '\ \ 1 0. " 63' LOT J-26 \ 45' \ 4,400 SF LOT J-27 \ 5,060 SF 14� / ✓ 18' — TYP 5' , O m 4 N \ -A y\� \ LOT J-24 F \ 51,060 SF V \ LOT J-25 \ 4,400 SF \ \ 0 NP , �- 5660207°E �/ 60' W — I _11 4, N TYP / I \ LOT J-16 I I a 6,479 SF I m IN \ Q \ I IN 1 I I I I / 1 / LOT J-17 4,400 SF \ LOT J-1945, 6 \\ 5,058 SF ; \ LOT J-18 \ 4,400 SF 1\0' AMENITY SPACE 1 LOT J-23 5,100 SF MATCHLINE - SEE SHEET 17 WETLAND 1 0' LOT J-21 \ 5,933 SF LOT J-22 \ \ 4,902 SF \ 23.6' 18' TYP 10' O T s� — 36+40 3g+00 VDOTST� \ CG -9B, TYP AMENITY SPACE VILLA/TOWNHOUSE W/ 2 CAR GARAGE AND 2 APRON SPACES, TYR 10' . X?�/ 10' VDOT STD. CG -6, TYP \ LOT J-20 \ 8,788 SF STA. 35+78.39; 33.50' RIGHT = CENTER OF CUL DE SAC LAZY BRANCH LANE TMP 80-47 BETTY McCLANAHAN RESIDENTIAL DB. 1184, P. 718 ♦ ♦ 0 10' 20' 40' 80' GPS ELEV. 359.26 'A. 36+40.00 JD LAZY BRANCH LANE / F / TMP 94-1 / EDMONT NEIGHBORHOODS LP RESIDENTIAL DB. 4301, P. 211 DB. 4192, P. 124 I / / I / / I I / I I I I I I I I I I I I I I I I I 6 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm T OF Alan G. Franklin p Lic. No. 35326 W O 2 SSS /.O N A L F'�G 1 w V Q CO < Z C O J LI. m = Q CV > 1— J Lu 2 Q o p Z w O - J LL. Z QQ z c QLum � > J Lu 1 f J Ilii Z LL - ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: ♦ \ \ ♦ \ \ ♦ - AMENITY I \ \ " ♦ SPACE. \ \ " \ \ \ " I \ /411* I \ / \ 1 \A BM SET ON IF W/ GPS ELEV. 359.26 'A. 36+40.00 JD LAZY BRANCH LANE / F / TMP 94-1 / EDMONT NEIGHBORHOODS LP RESIDENTIAL DB. 4301, P. 211 DB. 4192, P. 124 I / / I / / I I / I I I I I I I I I I I I I I I I I 6 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm T OF Alan G. Franklin p Lic. No. 35326 W O 2 SSS /.O N A L F'�G 1 w V Q CO < Z C O J LI. m = Q CV > 1— J Lu 2 Q o p Z w O - J LL. Z QQ z c QLum � > J Lu 1 f J Ilii Z LL - ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: 0 0� 0 0 3.5' TA ---------- GET P OPOSED ---- ---------- ---- ---------- ----6 5_SIGHT LINE EFT (25 MPH) G ADE 0 �— WES EAS 39 m 390 z O ---- ---------- ---- ---- - ---- ---- --—— — — — — —— ——— --- ---6fi5'�I ZUdF_LEF 2flMPLU_ ---------- ---- ---------- --- 3.5' ----- ------------------- Q 38 380 O m U 37 370 W m BUTTERFI LD W 36 Z 360 LANE DECISION Z Q POINT 3+00 2+00 1+00 0+00 1+00 2+00 3+00 Q SIGHT LINE PROFILE - ROUTE 250/MOOSE LANE SCALE: 1"=20'H; 1"=10' V J90 390 Q 380 Z ?0 370 Z U `i0 360 U W 7+00 6+00 5+00 4+00 W W 39 390 W 38 380 37 370 36 360 4+00 5+00 6+00 7+00 0 0� 0 0 3.5' TA ---------- GET P OPOSED ---- ---------- ---- ---------- ----6 5_SIGHT LINE EFT (25 MPH) G ADE 0 �— WES EAS —� m z O ---- ---------- ---- ---- - ---- ---- --—— — — — — —— ——— --- ---6fi5'�I ZUdF_LEF 2flMPLU_ ---------- ---- ---------- --- 3.5' ----- ------------------- Q O m U W m BUTTERFI LD W Z LANE DECISION Z Q POINT Q Q Z Z U U W W W W 0 w 0 -- --- _—_ — ---_ —__— 3.5'TAR ET Q - - z O OQ z F- 0 U W W U Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm PLi H OF c, o ? V y Alan G. Franklin p Lic. No. 35326 W o s SSS 1 0 N A L F'�G 06 W J C� — Q � LL Q � Z � U (D CL 0 j z m J � N > 1— LLI Z = 2<�U (n J Z � o LL Z < �_ < w a_ > J Q LU Fy LLJ U) 11....�� F— J Z Q Z_ LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: 3.5' TA ---------- GET ---- ---------- ---- ---------- ---- ---------- ----6 5_SIGHT LINE EFT (25 MPH) 0 m z O z O U W W 0 w 0 -- --- _—_ — ---_ —__— 3.5'TAR ET Q - - z O OQ z F- 0 U W W U Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm PLi H OF c, o ? V y Alan G. Franklin p Lic. No. 35326 W o s SSS 1 0 N A L F'�G 06 W J C� — Q � LL Q � Z � U (D CL 0 j z m J � N > 1— LLI Z = 2<�U (n J Z � o LL Z < �_ < w a_ > J Q LU Fy LLJ U) 11....�� F— J Z Q Z_ LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm PLi H OF c, o ? V y Alan G. Franklin p Lic. No. 35326 W o s SSS 1 0 N A L F'�G 06 W J C� — Q � LL Q � Z � U (D CL 0 j z m J � N > 1— LLI Z = 2<�U (n J Z � o LL Z < �_ < w a_ > J Q LU Fy LLJ U) 11....�� F— J Z Q Z_ LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: 390 380 370 360 / — 3.5' TARGET — — — — — — — — — — -- f ROU E 250 PAR PR POSED //! -- G ADE --- TL25M iHL— 3.5'--- ---— — — — — — — — — — — 2011911 3+00 2+00 1+00 0+00 1+00 SIGHT LINE PROFILE - TERRAPIN TRACE/MOOSE LN (WEST SIDE) SCALE: 1"=20'H; 1"=10'V 390 380 370 360 -III —--------�------t---- 36'TARGET 2+00 390 380 370 360 3+00 3+00 2+00 1+00 0+00 1+00 SIGHT LINE PROFILE - TERRAPIN TRACE/MOOSE LN (EAST SIDE) SCALE: 1"=20'H; 1"=10' V 390 380 370 360 2+00 KISTING RADE 390 380 370 360 3+00 3+00 380 370 360 350 2+00 1+00 SIGHT LINE PROFILE - 0+00 1+00 2+00 390 380 370 360 3+00 3+00 2+00 1+00 0+00 SIGHT LINE PROFILE - MEANDER WAY/MOOSE LANE SCALE: 1"=20'H; 1"=10'V 1+00 2+00 380 370 360 350 3+00 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm w� W fn W J V Q LL Q co Z 0� UCL oJ(D Z m J � � N >H Z ~ Lu f_n v 2 < �U (n a_ LLI J Z �Z o LL < F- QCID Lu a_ > J Q' Lu Fy I— LLJF- J Z Q Z H KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: PARK ROUTE 250 ---TAR ' SI HT LINE RIG TS25 MPH) — — — — — — — -- ----- ---- — 13 ' i _ — g0' �IG�1T LI E EPTS25MP 4 — I — — — — — — — — ---------- ---- 35 PROP SED ---- ------ — `I ----- ---- --- ------- TERRAF IN LANE—/GRAD DECISIC N POINT 3.5'TARGET 3+00 2+00 1+00 0+00 1+00 SIGHT LINE PROFILE - TERRAPIN TRACE/MOOSE LN (EAST SIDE) SCALE: 1"=20'H; 1"=10' V 390 380 370 360 2+00 KISTING RADE 390 380 370 360 3+00 3+00 380 370 360 350 2+00 1+00 SIGHT LINE PROFILE - 0+00 1+00 2+00 390 380 370 360 3+00 3+00 2+00 1+00 0+00 SIGHT LINE PROFILE - MEANDER WAY/MOOSE LANE SCALE: 1"=20'H; 1"=10'V 1+00 2+00 380 370 360 350 3+00 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm w� W fn W J V Q LL Q co Z 0� UCL oJ(D Z m J � � N >H Z ~ Lu f_n v 2 < �U (n a_ LLI J Z �Z o LL < F- QCID Lu a_ > J Q' Lu Fy I— LLJF- J Z Q Z H KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm w� W W J Q � LL Q cl) Z 0� U (D CL 0 j z m Lu z 2 _ < U ZLLJO J Z �Z o LL < F- Qm Lu a_ > J W Q 1-- Fy LLJ I— F— J Z Q Z_ LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET • •. 70 370 — — — — — tTERRAPIN - - - - 3.5'TARGE! 3.5' ARGET __— -- ---- ---- — — — — ----- —,3,8' T PARK __—� CGla UmL 2`�1 Jir-CH - - - - - - 60 -- ---- ---- --- ---------- -- 360 3.5' 50 350 DECISI N POINT PROPOSED GRAD 40 340 3+00 2+00 1+00 0+00 1+00 2+00 3+00 SIGHT LINE PROFILE - MOOSE LANE/LAZY BRANCH LN SCALE: 1"=20'H; 1 "=10' V 370 370 -TEA TERFIE-- ' I LIN L(25 mPtU _____________BUER 7 4 --------- ---- ----- 280'SIGHTL NE RIGHTLS P�-IL--____-- ___— __________ ___—-------- 360 ----- -------------- ---- ------ 35' ITAR T 3.5' AR ET CATTAI DECISIC N POINT 350 PROPOSED350 GRADE 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 T 370 ____ __-- 370 f— ATTAIL STEA ERS ---- XLGIiL!NE GrTs�M� ---------- — — — — -------- __ 3.5'TARGE ____ __________ ____ __________ ____ 2�'SIC�jL INE RIGHT LS ____ __________ ____ --- —— —— ----- 3.5' ARGET 3.5 360 360 PROF OSED VILLAGE AV GRAI E 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 CUL DE SAGT► 370 — ---- --- 70 G TLINER HT 25 MP,, _--23�H—_ 1__ —_—_ ---- ----- ------ ------ ----- 3.5' ---_T---- z ----- ___— ,60_SIGHTLIN RIGHT 25 MPH IN 3.5' A GET PROPO ED STEAMER D GRADE 3.5'TARGET 36 DECISION 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 plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm w� W W J Q � LL Q cl) Z 0� U (D CL 0 j z m Lu z 2 _ < U ZLLJO J Z �Z o LL < F- Qm Lu a_ > J W Q 1-- Fy LLJ I— F— J Z Q Z_ LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET • •. PVI STA = 11+10 PVI ELEV = 379.73 A.D. = -3.00 K = 16.67 PVI STA = 13+14.76 II 50.00' VC PVI ELEV = 369.49 DESIGN SPEED = 25 MPH A.D. = 1.80 w K - a w ? 200.00'V 0o w H SIGN SPEED 25 MPH D z o M + cwi v > w W �, � � W 390 390 W W EXIS rING GRADEM ~ w PROPOSED GRADE j W a a U > > W J W K — ----- —_ 65 w W 380 -- A S2 380 \ -5.00% z �iJl K 5' co CO QN �� F Z U) a w M w + j CO NO w o J Z 370 OW - _ _ W 370 >~ _ m2 F- - v to Lu --- --- --- � -- — -----s2o�_ N w 2360 -- ---- --- — 360 ---- _ �o — ------ — -- --- ------ — oN wo U o� Q > 350 350 340 340 N M I� M p, M °�`M I� W C N M N O M ty M p� V y W (p (O p h In N ry W V N O cpm p, N p' W p� V ^ O n W In N (p W I� N N N N ' N N M V '1 I� W V r V W N h to N D O M r '.O N O �d �d. pp N o `� m ad �� � of of � O a �! N N �> N N O ai" I 10+00 11+00 12+00 13+00 14+00 15+00 16+00 MOOSE LANE (PUBLIC) PROFILE; STA. 10+00 - 16+60 SCALE: 1-20'H; 1"=10' V L.P. ELEV = 360.27 L.P. STA = 23+73 PVI STA = 23+36 3 L.P. ELEV = 353.5 PVI ELEV = 359.72 390 L.P. STA = 18+45.2 PVI STA = 18+3 K=37.0 � P I ELEV = 353.0 148.00'VC m w A.D. = 5.20 DESIGN SPEED = 25 MPH II z 380 K=26.51 Lh 380 380 W 380 137.90' VC M M M Z �'' DESI NSPEED =2 MPH II z + N w w w v wJ 5 W J J M (+p z w w M EXISTI G GRADE a w w 7m g > Z PROPO ED GRADE 6 + 370 �! EXISTING G DE °o w W '370 370 w " ' 370 In PROPOSED RADE m y z v w + II M Qz , M-* M z N Q aS w �m +5 d Nm U j _ W a w Sw0� �Z -- _ _ a 360 Z N 00° 360 m 360 360 — — — O — _ _ — _ _ _ p ---- cQ- ---- — _ O a UD ciO NO Q In 350 350 oW o N 350 350 f 5: >1 Na �a O of w 3 340 340 1 340 V O w _W cp N l7 M M IV"r {V N p, W (p W O� W p� t� !I. O Q O y N O M O { V (V O M d. N In O a W 1� O r p V W c0 N Ip N W W W O p. V pW t0 O V O �O V M N M W ^ M M M pp pp pp 4V� N p N M m M W A r O l� M M M V v V N N .- O O O 0 0 0 In. �o h IA h h h N W N W W W W W c0 t`1 W W O cD W W W th W {r, {7 M� M� M� M� h1 t`) C'1 H1 M M M <'1 MCO M G1 th M M G1 G1 M 17+00 18+00 19+00 23+00 24+00 MOOSE LANE (PUBLIC) PROFILE; STA. 16+60 - END VILLAGE PARK AVE (PUBLIC) -CONTINUATION OF PHASE 1 VILLAGE AVE PROFILI SCALE: 1-20'H; 1"=10' V SCALE: 1-20'H; 1"10'V PVI STA= 10+75 >z PVI ELEV= 0 76.15 W _ PVI STA - 13+00 A.D. D_ 1 5.l) w PVI ELEV - 362.65 L.P. ELE = 357.95 U U 50.00' V A.D. 1 2.95 L.P. STA = 14+93.68 o 4 wDESIGN SPEED 25 MPH K = 3:93 PVI ST = 14+80 390 '°' 390 0 QQ 100. VC PVI ELE = 357.15 + N K r w o DESIGN SPEED 25 MPH A.D. 5.05 11 Z W W I— +o r o Imo, EXIS ING GRADE K= 6.00 rn LLO Y PRO OSED GRADE n O w U a J L7 IL7> 131. VC 380 380 3070 -2.00% -2.00% _ _ a J W W_ J _ M Z > °Z W 10 5 -- 6— > + M M W v + w N w U O 370 �W j ow Jz370 +O Lu �ala-O 4o NU Cow 52 o - 360 _ o is UU a. 350 — — W 350o OM hNo ;Dn Q^. ON^ toc`] uWW> ^ao �V mb mWH yIri WW cvp NV yM uN1 7N WO Qn W Wm o WN a Vr of 0 NC auO W p,W y N rN O %4 '� IN W p0 N pW f0 m o c N sp tw of �I,W W OW y '9M W W O cb W w W WrMWQDI h W In lfi 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 M 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 plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 06 W C� V Q Z Y -j J W J LL N >Z W O 2 < O a T- a- Z w J Q °Z< o Z Q > m � J W Q (n Ilii J Q Z LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: 4 3 3 3 ' H.P. ELEV = 377.64 = 11+80 _ DESIGN SPEED= 25 MPH L.P. ELEV = 69.63 P I ELEV = 367.4 2oa.00'vc n 1p � PVI ELE =378.87 A.D. = 10.00 DESI N SPEED= 2 H.P. STA=11+85.82 L.P. STA = 14 61.99 A.D. -9.04 II Z � PVI STA = 1 +35 > J >N 5w > � K='2 .16 W LL' O PVI ELEV = 8.56 O a w w w r N M 260.00' VC DESIGN SPEED=2 M �� d w U > MPHNJ > W m U . Z Z _ w EXIST NG GRADE � I�yl ¢ o -+11— ---- PROP SED GRADE N � � DESIGN SPEED = 25 MPH — K = 26.4 N = � 400 W � w 160.00' V N d V! u � 00 EXISTING GRADE W m W SIGN SPEED 25 MPH > w Q D N � PROPOSED GRADE � � _ w � w 4.00 ° �r EXISTING RADE a Ow_ U> PROPOSE GRADE n U o n n W w � M qm M Mm M Mm M M M Mm M Mm M qm nm Nm M M M qm M M M Zi rmi, 8.00% N z W io w d 90 390 w Z w a w C TECH MULTI w CH SPAN ON CONCRETE *� STRIP FOOTINGS OR EQUAL � IL (14'0" SPAN X 4'-8" ISE X 74' L) � i w0� CONCRETE ORM MODULAR BLOC HEAD/WING WALLS, TYP. ur v a � =3 f��u — — W Q m O p LLO oO -4.04%a� w .00%u O o� 2.00 % -2.00 % w !roo ee�+. �o m Nm m �o� IoM cnv m� ro� ---- m NVVhm 2.00°( O ,p0�rn �m �m N0 -2.0 r M Wz M (+J M M M M M (+J M (+J M (+J M (+J M M M t+J M M M M O (+J '62 I- 717 80 330 w--�z > > � m w U M�am�3 "� m o ry v cc m e7 rn r m m rn N m tDO 370 70 36060 50 350 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 PVI STA = 20+90 PVI ELEV = 388.04 A.D. = -4.00 K = 12.50 L.P. ELEV = 369.32 L.P. STA = 17+52 50.00' VC 4 400 390 390 380 380 370 370 00 360 360 35 350 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 L.P. ELEV = 365.90 L.P. STA = 26+74.91 PVI STA = 26+10 390 390 380 380 370 370 360 360 350 350 O M 25+00 26+00 27+00 STEAMER DRIVE (PUBLIC) - CONTINUATION FROM PHASE 1 PROFILE SCALE: 1"=20'H; 1"=10' V 4 3 3 3 ' PVI ST = 11+80 _ DESIGN SPEED= 25 MPH L.P. ELEV = 69.63 P I ELEV = 367.4 2oa.00'vc n 1p � PVI ELE =378.87 A.D. = 10.00 DESI N SPEED= 2 MPH L.P. STA = 14 61.99 A.D. -9.04 II Z � PVI STA = 1 +35 > J >N 5w > � K='2 .16 W LL' O PVI ELEV = 8.56 O a w w w r N M 260.00' VC DESIGN SPEED=2 M �� d w U > MPHNJ > W m U . Z Z _ w EXIST NG GRADE � I�yl ¢ o -+11— ---- PROP SED GRADE N � � DESIGN SPEED = 25 MPH — K = 26.4 N = � W � w 160.00' V N d V! u � EXISTING GRADE W m W SIGN SPEED 25 MPH > w Q D N � PROPOSED GRADE � � _ w � w 4.00 ° �r EXISTING RADE a Ow_ U> PROPOSE GRADE n U o n n W w � M qm M Mm M Mm M M M Mm M Mm M qm nm Nm M M M qm M M M rmi, 8.00% N z W io w d w Z w a w C TECH MULTI w CH SPAN ON CONCRETE *� STRIP FOOTINGS OR EQUAL � IL (14'0" SPAN X 4'-8" ISE X 74' L) � i w0� CONCRETE ORM MODULAR BLOC HEAD/WING WALLS, TYP. ur v a � =3 f��u — — W Q m O p LLO oO -4.04%a� w .00%u O o� 2.00 % -2.00 % w !roo ee�+. �o m Nm m �o� IoM cnv m� ro� ---- m NVVhm 2.00°( O ,p0�rn �m �m N0 -2.0 r M Wz M (+J M M M M M (+J M (+J M (+J M (+J M M M t+J M M M M O (+J '62 I- 717 w--�z > > � m w U M�am�3 "� m o ry v cc m e7 rn r m m rn N m tDO Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm V W LL V Q U) < Z Y O J LLLJ J m J LL N > Z O Lu -^ < O LL Zw L J Q °Z< o Z Q � m J Q Lu V) Ilii J Q Z LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: ' _ DESIGN SPEED= 25 MPH P I ELEV = 367.4 2oa.00'vc n 1p � A.D. = 10.00 DESI N SPEED= 2 MPH II Z � K=26.00 > J >N 5w > � W LL' O w O a w w w r N M 260.00' VC DESIGN SPEED=2 M �� d w U > MPHNJ > W m U . Z Z _ w EXIST NG GRADE � I�yl ¢ o -+11— ---- PROP SED GRADE N � � — a N = W � w N N d V! W W UO _ � w 4.00 ° �r EXISTING RADE a Ow_ PROPOSE GRADE n U o n n W w � M qm M Mm M Mm M M M Mm M Mm M qm nm Nm M M M qm M M M rmi, 8.00% U � io w a w C TECH MULTI LATE STEEL CH SPAN ON CONCRETE *� STRIP FOOTINGS OR EQUAL � IL (14'0" SPAN X 4'-8" ISE X 74' L) � i CONCRETE ORM MODULAR BLOC HEAD/WING WALLS, TYP. ur v f��u o� !roo ee�+. �o m Nm m �o� IoM cnv m� ro� va m NVVhm O ,p0�rn �m �m N0 r M M (+J M M M M M (+J M (+J M (+J M (+J M M M t+J M M M M M (+J Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm V W LL V Q U) < Z Y O J LLLJ J m J LL N > Z O Lu -^ < O LL Zw L J Q °Z< o Z Q � m J Q Lu V) Ilii J Q Z LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: A.D. = 5.50 K = 37.09 2oa.00'vc DESI N SPEED= 2 MPH II Z > J W LL' O w r N M M M d w U > > W m U Z Z _ w EXIST NG GRADE � I�yl ¢ o -+11— ---- PROP SED GRADE N � � — a N = UO �O �r Ow_ n o n n °eco °gym M qm M Mm M Mm M M M Mm M Mm M qm nm Nm M M M qm M M M Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm V W LL V Q U) < Z Y O J LLLJ J m J LL N > Z O Lu -^ < O LL Zw L J Q °Z< o Z Q � m J Q Lu V) Ilii J Q Z LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: 370 J V U 350 340 330 V N M 3 3 3 3' 3 PVI STA = 11+00 L.P. ELEV = 357.54 H.P. ELEV = 362.70 PVI ELEV = 369.83 L.P. STA = 13+86.64 H.P. STA = 15+93 A.D. = -4.00 PVI STA = 13+73 PVI STA = 15+86 K = 12.00 PVI ELEV = 353.45 PVI ELEV = 364.10 na nn' %1P A.D. = 11.00 A.D. = -9.00 10+00 11+00 MOSSYROCKROAD (PUBLIC) PROFILE; STA. 10+00 - 16+60 i 12+00 13+00 14+00 L.P. ELEV = 345.01 15+00 16+00 DESIGN SPEED = 25 MPH VI STA = 21+1 K = 27.27 P VI ELEV = 343.4 U K = 14.00 A.D. = 7.50 rail K = 26.67 200 00'Vr DE IGN SPEED = 5 MPH DESI NSPEED =2 MPH DESIGN SPEED = 25 M H EXIS ING GRADE +° + PROF OSED GRADE M O > + M w w it w U > r > 2.00% C_, -4.00% a > w ,n a w EXISTING GRADE + w LL \ a � -2.00% N ? PROPOSED GRAD — 3.50% Z —_ '2 + N ,n N �0 O N O0 00 0 rn . O U > w0 0 M o w 5 > — ro--- -- — ---- — X00^oT---—_> w N w o M m to yc+i v c7.m M �N y*-' to O h� gj b c�y y eh m '6 v� ^ o^ n N 'nm to �_ N m� h� n r6� N rho t6� M r6 o .� fc y 4i M co h vi m to r6 N I� b n M ro M M c7 c7 fh t� w f'h r'1 t�'1 t�'1 y� M y� <i1 a w Ci Ci L) w _ _ J Zi NO --- N a w 0Q �� 00 — — — — -- — 00 (O Z K Oi-- T 00 C UZ NO Oy 00 Z w — >~ Q w O~ r /Q/� n W H Z V/ + w > w Z Lu v~iga O >O w a w N _ w_�J L_ _Z �w F- F— Q < y M Wr Q M t p M � M % N % o 6 6 e 6 i16 t6 tri ro oOI N N r_ tti M (O a cU t'i V N m (tiN b tD r cO r t0 O N O tnD W N _ <O cD O c0 O l7 c0 Ln cJ Ln r l7 r hen to n to r N to W to (P l0 m (D O t0 t0 N t6 N cJ' N tD'N lD� l0 10+00 11+00 MOSSYROCKROAD (PUBLIC) PROFILE; STA. 10+00 - 16+60 i 12+00 13+00 14+00 L.P. ELEV = 345.01 15+00 16+00 17+00 18+00 MOSSY ROCK ROAD (PUBLIC) PROFILE; STA. 16+60 - END SCALE: V=20' H; 1"=10' V 37( 35( 34( 33( 19+00 20+00 21+00 22+00 23+00 370 350 ;AI tm- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 LAZY BRANCH LANE (PUBLIC) PROFILE; STA. 10+00 - 16+60 SCALE: 1"=20'H; 1"=10' V Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PV'(H OF iz c, Z VO T Alan G. Franklin p Lic. No. 35326 W O 2 SSS 1 0 N A L F'�G /1 w� � 6 W O V Q co� Z Y O J LLLJ J m J LL N ZO W 2 < O W ZW 0 J Q °z< o Z Q \ m � J J Q Lu VJ J Q Z H KEY ISSUED: 04-24-18 SCALE: 11I = 20' REVISIONS: VI STA = 21+1 P VI ELEV = 343.4 U A.D. = 7.50 rail K = 26.67 200 00'Vr w DESI NSPEED =2 MPH U EXIS ING GRADE PROF OSED GRADE O w w it w U > r > )d -4.00% w a w + w LL \ a — 3.50% Z —_ N �0 O N O0 00 0 rn . O w0 0 > o w N w o M m to yc+i v c7.m M �N y*-' to O h� gj b c�y y eh m '6 v� ^ o^ n N 'nm to �_ N m� h� n r6� N rho t6� M r6 o .� fc y 4i M co h vi m to r6 N I� b n M ro M M c7 c7 fh t� 61 f'h r'1 t�'1 t�'1 y� M y� <i1 Ci Ci 17+00 18+00 MOSSY ROCK ROAD (PUBLIC) PROFILE; STA. 16+60 - END SCALE: V=20' H; 1"=10' V 37( 35( 34( 33( 19+00 20+00 21+00 22+00 23+00 370 350 ;AI tm- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 LAZY BRANCH LANE (PUBLIC) PROFILE; STA. 10+00 - 16+60 SCALE: 1"=20'H; 1"=10' V Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PV'(H OF iz c, Z VO T Alan G. Franklin p Lic. No. 35326 W O 2 SSS 1 0 N A L F'�G /1 w� � 6 W O V Q co� Z Y O J LLLJ J m J LL N ZO W 2 < O W ZW 0 J Q °z< o Z Q \ m � J J Q Lu VJ J Q Z H KEY ISSUED: 04-24-18 SCALE: 11I = 20' REVISIONS: plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm NLTH OF iz c, o ? V y Alan G. Franklin p Lic. No. 35326 W 0 a �s91 O N A L F'�G w� �6 fn W V ^ V Q cl) � Z Y O J L > LLJ J m J cV Z O W 2 < O a_ Z w J Q OL o Z Q \ m � J J W Q V) Ilii J Q Z_ LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: H.P. ELEV = 362.69 H.P. STA = 16+65.26 PVI STA = 16+51.68 L.P. ELEV = 358.29 PVI ELEV = 363.23 L.P. STA= 19+35.68 A.D. =-6.06 w PVI STA = 19+35.68 ¢ K = 13.21 _ 80.0' VCc A.D. = 4.)0 m ¢ DE IGN SPEED = 5 MPH F K=37.0 M W wU Z 148.0'V::J 0 g N ESIGN SPEED = 25 MPH w J > I 370 O O O 0 c of O EXIS ING GRADE o o o Z J n PRO OSED GRADE m o o N 5 w ¢ m o N �u 2.0 ^i__ + o o > w 5 W N w ---- --- 360 CONTECH B IDGECOR SINGLE RADIUS S EEL ARCH SPIN -2.00 z.00ia _ --- — — — ---- ---------------- Q 360 Q ON CONCRE E STRIP FOO1 INGS, OR EQU kL (34' -1 -SPAN 9-2"RISEX7'L) _ O� -- M CONCRETE R MODULAR LOCK HEAD/W NG WALLS, — — _—_— — �. O _ — -- w -- r — -11Q m — — — — — 350 �� — --- —_ L -- QW -------- X350 J J > = 8' (SPAN) X 4' (HT) V BOX CULVERT Z ~ 340 — 340 U H Q 330 - -. - 330 N c; M W W V U M et t0 p cD I� N (O N W V O O M O t0 ^ tD N ry O OJ O V tp tD O h h hi a t0 V N r� N M o y W N o h1 h L7 O f0 N N tp �[1 [O N ry V N p (.� V f0 h rya O �.. Q V ry V t0 ro .. C N p O (O o p, V 0 o' to O V .� O O N to N N (O �i O t`i p V V @ (p p N Q N tp Ln ltd N In N 4] L7 t0 t0 [O Ln cJ O t0 O ty t0 to T ty «l to T ty ul I() T ttl l() N ty ttl W c7 N h to N In fO to In O� In lt1 N y� tp In yS W 4n y A 4n l�j O ci In 0' W In O tO tt� h� t0 t� tO tpN h� tO (p N t0 tp N h� t0 tp M ty t0 tp M ty t0 tp < t0 4 tp V MCD M M ty MCD M M M M t7 ty p, p� µ� t7 t7 t7 {r� t.� t5 t.� t.� t M 17+00 18+00 19+00 20+00 21+00 22+00 LAZY BRANCH LANE (PUBLIC) PROFILE; STA. 16+20 - 23+00 SCALE: 1 "=20' H; V=10' V H.P. ELEV = 366.97 H.P. STA = 24+20.01 PVI STA = 24+23.70 PVI ELEV = 367.31 v� A.D. _-4.55 K=13.18 w 60.0' VC J DESIGN S PEED = 25 MP w y o 0 fO Z + tho th+i 6 EXI 3TING GRADE M + M PROPOSED GRAD 370 N W U Lq N W w 0 w a N 02.00% a. w h - ---- m I� _ --- -- ---_ M 360 0360 co --- ____ 00 ___ _ Q�-- =1 --- ---- --- —� -- --------------- 350 U) 350 w r (SPAN)X4'( T) U) Z I IOX CULVERT w J z 340 = = 340 Q U Q 330 - 330 [O N (D l; Vj O V N OI 4; 4j h O W MI M hi OJ N M O M Qi M M M to N M h d. r W R Ol N t'i tn..0] h N (J;.h N M ry f0 h t'ti C7 O N t"i 11, < I` M C7 M 'N. p, N n. N '�i p� W (O tC Q, O N t0 ry In h tC t'1 M M Ui ry In T y !� (O M ry O M M p M O �'i W h nl In V Vi u7 (p tD tp CD f0 (p CO tp t0 (DSO (p t0 tp N (p N to V ltj O l() M h M to N l() N O] 16 l� In h In y O t() N y to N [NUJ (Ni1 M M [NUJ CN'1 M (NUJ M CJ L I I I I 24+00 25+00 26+00 27+00 28+00 29+00 LAZY BRANCH LANE PROFILE; STA. 23+00 - 29+80 SCALE: 1 "=20' H; 1"=10'V 0 w v L.P. ELEV = 354.14 M m IL J_ U N w o + M O PV STA = 30+48.0 j w P IELEV =351.31 w w JW` A.D. = 4.56 w 370 K = 109.76 m ow 370 500.01 EXISTIN GRADE --- ---- -- ---_ Ma DESI NSPEED =25 PH PROPOS:D GRADE — — — — --- __—_ — —� . 99 _ — 0+ + M 360 a .w -- 360 rn 350 ~ -- _ oo - 350 o o _ ,r-, _ W ap y F F — J`� OUBLE BOX ow Z O w_ O CULVERT J > ~ > '(SPAN) X 2'( T) 340 = 340 - F- Q 3 330 I - - 330 m L7 V Q Q O N L� � OO. V) 9 O M VY] iN tO 1V(J� lf1 1V1�� N M f0 h l() (D In h N t0 h QI N t0 h 'M e�. t0 M h tD O t0 m In ^ t0 m m t0 m M t0 O h N M L7 M L7 M L7 M M 47 � IA M L7 M L7 M 47 hJ � M N M N ni "]'��] 30+00 31+00 32+00 33+00 34+00 35+00 36+00 LAZY BRANCH LANE PROFILE; STA. 29+80 - END SCALE: 1"=20'H; 1"=10' V plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm NLTH OF iz c, o ? V y Alan G. Franklin p Lic. No. 35326 W 0 a �s91 O N A L F'�G w� �6 fn W V ^ V Q cl) � Z Y O J L > LLJ J m J cV Z O W 2 < O a_ Z w J Q OL o Z Q \ m � J J W Q V) Ilii J Q Z_ LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: v10, 100' � 200 � I I I \ \\ \ \ \ \ \ \ \ \ \ 400 -- INV. 370.$6 — — — --BITCH = GRAVEL — _ _ _ _ 15+00 1= 380 / _-- \\ 1.3 LF OF 3.3'= REPLACE DRIVEWAY CUT �y0 / / I FIBER OPTIG—�_'' / DRIVEWAY \ / POST /�$ d 0 /. 1W 371.96 \ \ \ TMP\ \INV. IN. 16 SQ -46B \ AU�BREY SHIIFLETT RE\SID€NTIAL v \D. 1414, P, 261 \� — / AO 1 C—kLE6-M1Q_ 39�i i / �/ ` POLE& / INV. 392.50 �\ --;HONE P\. I44.8' OF 18" RCP �°"�41�5 @ 3.73% PHONE PEDEST L p3 6� L i / / ' l /— — — — — — — — — — — — — \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ II / / FIBER OPTICI �°` r A/ /i / 3���. /% I \ \ \ \ \ \ I \ \ \ \ \\ y0 `' \\ j POSTCN 00 MB 9 �,� , 0� / TMP 79D-18 \ \ w R. GREGORY MAGRUDER RESIDENTIAL D8. 68 P — — v \ \ \ \ \ \ \ \ \ F ----- v\ V A \ \ \ A \ \ \ v\ \ T� \ w 14aFIBER POST OPTIC / / II INV. 390.83 UJ \\J TMP 79D-17 \ \\ \ \ \ \\ \\\ \ \ \ \ \\ \\\\ \ \ \ ®MAILOX R. G►EZGORYMAGRUDSRV A A V A \ A \ \ \ V \ \ \ v v A V I v SIDENTIAL \ \ V A V A \ \ \ \ I \ \ \ \ \ � 1 � V DB. X368, P. 175 \ A \ A \ I I TMP 70D-19 \ \ \ P 7� 1 \\ \ \ \ \ I I R. GREGORY MAGRUDER I \ \ \\ \ \ \ I 1 \ I RESIDENTIAL I I I II l l \� \ \ \ \ R\GING SR EM\AG UQE \ \ \ \\ \ \ \ 1 V I D8.368, til 175 A v y v RE v V A v v o s \ 10 �\\\ / \L� --- - / \ \ , \\\ \--------- It / I - A � I TMP 79D- 5 I 1 1 R.IGRREORYMAARUDER Q D8. 368, P.1175 I I I f1 I \ \ MATCHLINE - EE SHEET 31 / ,Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com W `n W V Q Z Z U -i j of CL -i J> m } N W> > \ Z 2 O 06 �z j ozQ o Jm > J W J Z LL. ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 380 A / / I 1 0 io' 2b' 100' zoo' TW 372.6 4 O — — \ _ -- -- --- / / � INV.�.70. fyY / / � � J O \/ 3 �eyOM1-------------,�M19 ve & \ T esX 72 LF OF 122" GRAVEL Oy /' �y1 PAVED �.\ �''"9 --B7P �2.9y% — — — X — — —-----__ — —d — __ — /---a3------�--------- ---- A,9 _ ----- / PAVED J / oITCR ----- --------------------------- _ - - - - - - - - - - — - 17+00 18+00 oy 19+00 — 20+00 21 +00 22+00 —16 --------- \ z _ _ 0 - ---- ---- — ---- — -- --�� 'e O -_ _- - --- _ ------ -- --- = = _ = - __= -_== __- _— ° --- a J — — ----_---- \ /� BER OP j1C — - _ — — — — — _ — — — — — _ — — ——�,p;•- M; _ �,, / w „. d l POST REPLACE i \�� i� / / ISO DRIVEWAY CUT I �� A 11 TW370.75 V A / . 368.48 DRIVEWAY I �' \\ l I( _ I � SWM/BMP\— / FOREST/OP� N / \ / SPACE EASQMENT I \ \ III OFXTEN I 3CPF -3.00" 20'DRAINXQE A III EASEMENT, �`!P. \ \ W yjDOT STD MHA \ 15" FES W/ VDOT / V A Q I \ i I IM 381.00 I ECA RIP RAP \ \ \ ul I V. OUT 368.20 \ INV. T15" FES \ � A I INV. IN � \ \ { _ 367.00 368 V j I I \ 370 _— - TMP 80-466 I` x x X •: 37 X U AUBREY SHIFFLETT RESIDENTIAL X — X X 2 3— x DB. 1414, P. 261 — J v v w6II; Q _ m ���,,��� _ _' � � � � � � � I � 1= = I � I � � � —� 0 all � ��_ � � _� � �� _� �� _= 11 �__� �1 s ==�1 == v T 20' DRAINAGE P EASEMENT, TYP. \ \ _ �V LOT I-15 �� LOT 1-16 I �� 1 �� �� I V (PUBLIC) v LOT I-24 \ \ X93 S� I 15,793 SF I I� �� LOT I-17 ���� ���� LOT I-18 �� �� I �� �� I LOT I-20 LOT I-21 \6,0T 1-22343 SIF 376 LOT 1-23 \ 95 SF r �I \ \ \ I I 378 5/4'WATER 5,793 SF I / 5,793 SIF / I I LOT I-19 I 5,793 SF II5,793 SF , \ \ \ T LU �I METER (WM), P. -{}-, �_ O A \ \ \ X �� �� I 1"ITYPE KC+ER �� �� �� I �� V II 1 W ERVICE, TYP. \ L17�� V 7 I I I 4" VCS I �� 71 II LL \ `>0 V LLTTYP I I LL I I II 72 / \ \ M12 *2M13 I/IL —IJI\IL �� E M NT, L L — — J I I _j I — �� J �� 3 0 — LI EASE E�,u Is $ s ss ~Q �,�,G.V"�\ % — Sd „ C 3 R6 I S 5 — 8,_ — $— c _ S R QAC —�— S \ B.O. S — — — S S \ d WM ` I WM W _ WM WMJA A do -I - �� / 9 i �^ 1 +00 a° AcsA w L R^ +OU 6 A ,- - �\ 0 ' - CSA W:L.'R' " 3+ n (200 ADT) __qd+�---1cJ+(i(1 2M11 8„ ACSA W.L.'R' 6O \ w w w w w w w w w w w OV ,: w w W W W w w Vlr -,,;— 'W w w w W 8'X6' E \ J ( IN TRACE 6"G.V 8"X8'TE E C (3)-8 (3) F \ 8"X8. TEE i —' b PUBLIC: 25 MPH) 80 ' 2P1 FHA# 2 2M10 PC 12+99.51 3� (3)-8"G.V. PC = 10+14.5 \ O I M U -- — — -- — -- — — — -- -- �' m 8" X 6" TE / 6HA #S2 l 4" PV SAN. / \ ATE L, TYP. \ \ 1"TYPE OPPPER — — — — — _ 1'TYP ��� COPPER /ATER SERVICE, TYP. � I AT RI ERVICE, TYP. \ L \ \ M9 X / \ 5/ WATER 'r 1 / /8" A R I S11 7L __7 MET M), TYP. M,TEWM}, Ti1'P. _ ur F ' / _ .= LJ — II " F II \ 11 \ LAT, TYP \y N — _ — = a II II II �I \ II II \ L \ II 1 L -27 y \ \\ \ LOT I-38 _ ` \ 6 SF LOT I-28 \ \ X9,594 SFXp166 8,616 SF \ LT I-30 LOI� 1-31 ( I 3 1 \ V A \ LOT I- 9 7, 80 SIF \ 7 6G�1 SF 9 7,1805 II II � II VII IIS II \\ \ 32 \ \ A BLOCk I A ,�� KM v I + WIM A 1 I 7,274 SIF \ \ \\\ \� / A— \>1 �� 1-37 �� \ 8,948 SF I jj I/ LOT 1-32 7,103 SIF LOT 1-40 vv az ,M �, ,r �V I I L 3 co LOT 2M8 29 \� \ -1 VAC A v ✓ // 8 F E ENT. „M . 4 D 364 3 1 \ \ \ \ \ \ '%E\H`E)ET \ILOT 1-33 824 SF l� 04.66+ \VLOT 1-41 MA�CH�INE S 32 \ 7,036 \ v i Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm OF V/R c, U y Alan G. Franklin p Lic. No. 35326 W O 2 SSS/.ONAL V W LL ( Z O J m � CV H J LU I— Q O 06 z J L o Q Lu a z m J LU Q H J Z LL ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 BM SET N. ELEV�!? .50 380 l,;I ` MP 9 4.70% INV3369.48 - _ \ _ _ _ \ \ \\ \ \ \ \ / f / /l /l j \ I I INV. 31 6.44 I0 f0' 20' 100' 63.8 LF OF 15, z ICMP @ 2.67% \ \ \ \ / \ \ \ - IN V.I 375.00 \ - - - \ \ \ _ _/ _� U.S ROUTE 250 (55 MPF\I) 66' R\O�W _ FBEaoanc - g S/GN / _ _ - _ l _ - _ POST / Ci/7 PAVED \ \ ��5 - _ - - _ --(� - be \ \ \ -_ = - - - - / I •��h \\ - l // l \- S/G!!D-,9s� SIGN- / / i GRAVEL --D/TI:F! - - - / - - - _ - _ �S/GA` ----- �� TFl/AF 10� \ / - ---------------------i----------------- --'------- € ------ �I - _ - _ -----------------------------�-__-_----------- ,gyp. � �---- -- \ _ 23+00 24+00 25+00 26+00 - - - - - 27+00 28+00 \ 29+00 \ _ --------_------------ _ qm ------------ - - _ _ _-------_ - _-_- -_ _-- - ----_-_--_-__- __ - - - - -------------- --------------------------------�^� - --------------- _ - T _ _- --- -�e- - - _ - - - -- - - ---- -- i--4�- _ - - _ - - _ , t +- - .�_ - - 378 I / 378 VAULT / 1 I 380 _ \ - - I 378/ / _ _382 380 L J j 380 --------- \ ! / (T/� 382 _ 5 384 376 / FIBER OPTI / - 86 I 384 X / / I / MARKER II / V v 88 3 / __ 314 1 /-390 390 \ \ I \\S ---- --__ _ ___ 1 1 ` �yFIBER / /' -- - - - - -- -- - -372 II I I / \ \\ \ \�\ POST OPTIC\\\ I p SWMBMP// / / CONSTRUCT-- STD-- - 1 \I I I / - I I // ONE OHE� OHE OE\ OHE� OHE `\ REPLACE SPACE'EASEMENT / / RIM 378.ON END Or EX. 15" CMP / 368 �I I I I I I / / I 0 // FO ESWM/ST/OPEN \DRIVEWA FOREST�OPEN \ APRON & 15" / O INV. IN 369.78 // / ✓ ' 1 m / SPACE EASEMENT \ \ CULVERT / \` / INV. OUT 67.68 2016AINAGEI I 1 / / \ 46 LF OF 15" (PEl I I I / I I 1 1 I / \ INV. IN 377.15 = / EAkMENt, TYP. / / / 1 / \ I NV. OUT 376.50 / LU RCP @ 2.45% / 1 I / I I / l U) 15" FES ALU VDOT STIb EC -1 / I I I I l 1 m l \ ��� LU RIP RAP I I I \ \ W 2 x x �/ x / x / // // v (+ - - U x x X x x x x �+ SWM/EMP -I _7 k .x -`CUnw� 00 FOREST/OPEN r- - "`"` I ` A4 SPACE EASEMENT Req i' , - 1= I W -- i / m \ \ \ \ F '7 7 �� w uJ xV UJ LOT I-25 / / C NT H LAIPLATE STEEL ETH I A \ \ \ \ \ I A I I I Z_ 8,095 SG \ ( 3'74.54 377.50 382.0 I�6.50 390.50 ,390 50 \ -@-8- / S N N C NERETE STRIP I 372.50 \ \ \ \ 375.50 378.50 380.50 3'84.50 387.Sp 388.50 390.50 \ ' 390.50 \ \. J / WATER LOT 1-26 / F TI GS, EQUAL / / I o 1 y I \ \ \ I I I + \ \ x 2 X11- METER (WM), TYP. I r I 5,793 SFr (1 0' PA '-s^ RISE xna' L) 1 F"- 1" TYPE K COPPER / C NC E7 MODULAR BLOCK 11 I I I \ \\ \V A I \\ I 1 1 I I I A I Q WATER SERVICE, TYP. / H D N LLS, }Y 4" PVC SAN. 1 / LLS, 1 r h I I, I LbT 1 9\ \LOT S LOT I-51 LOT 1-52 o LOT I- LOfi I-55 LOT 16 LOT I-�7 LOT I-59 LOT I-60 LOT I-61 4,668\SF _ I \ LATERAL, TYP. ' a..� LOT I-53 2,200 F 2,412 SF 2,863 SF 3,080 SF `J4 '- - m / LOT 8 2, 00 F 2,200 S 2,200 SF w 2,200 F 2,2 0 SF 4" PVC Sl _ / 2,86 SF I FF 376.50 \ 2,860 SF 2,860 SF P 2,860 $F LOT I- FFE 392:50 FFE 3 co I �FE 377.56 FFE 379.50 FFE 380.50 FFE 3 .50 I FFE 386.50 FFE 384.50 FE 38 50 2,902 FFE 392.50 FFE 394.50 LATERAL, YP. M I FFE 3711.50 1 FFE 382.50 x T PRI ATE S.S. I I m FFR 390.50 \ I \46' ACSA \ n / I I \ \ i LL I / 1" TYPE K PPER 1 EASEMENT \ - $ I I I I 1 LAT RAL \ 111' ASA I / WATER SERVICE 1 I I I IEP,S MENT EAS MENT, I I \ TYp. \ 11' ACSA - - J _ J / 370.00 I 375 0 378.00 383. b 8�j 00 391.00 393.00 x EASEMENT, 73.00 I ) 76.00381.00 'T.� I 385:00 ,"�O 1 ` - �8. 0 3� .00' r 391.00 �-•� �' 93: NtETER (WM),\ TYP. _ _ 'i''"1� I IJ \ \ �.� 'T. I 1 _ .. I I - 1-,1 I I •I I � I '-1 _ I.`I 1 _ _ _ _ _ I.I-- 4 JTI 1 ss JR4 "ACSA .S.'R4-1 -1 / \/ / 0 > I 1 \ \ I f .'.I �I I / �".I L.: -1-: I T6l • _& s_ �-- - r 7�__ �_ __ SI 1 _Lw T _ _ I ,, A \ m 8"X6" RE D. W + _ FHA #R4 i z (300 ADT) zR1 Rt -e _-. I 0 1 - W 8"ACSA�Wk.'R' W1 w w - w w w ; 18 0 WCSAw.L.'� W i9+ 0 "AC w.L.' � 20 }�00-ADT) � I +00 \ i I O I VUG W W' W- VN I W "' n�7Nl I W W W W W -� W� W ^ _ I / G.V. ( -1- +- 1 �'x6' EEr TE RAPIN T, AC I t `fir \ 1 ---�-- -----\-- - -7 6" G.V. eU PUBLIC: 25 MPH h i <� - - - 2s a s^�.v. i I S12 � /T � A � W� 369.00 EASEMENT, TYP. PUBLIC) A I I 1 1 l ���-- 370 MO B K T c 1 - LOT 1-14 RE AI AL X1.0 11.25" 3 I I \ ,152 sF vI (9' BEN 11 8870sF I" PVC SAN II I FI TERAL,TY�.v; BLOCK �L 370.00 / I a Q v O I +I I q I I ti a - I ) ��' ACS - - _ - ,h`O IJ I I + ZEAS MENT \ o / V MP 80-52 I RIVA���IIINA INVEST ENT VARIABLE ACSA /RESIDENTI�/YL w LEASEMENT, NP. - I, I ' o �3U 1 . - 1 I I I I II II I I / / L�•B. 3641, P.1400-409 LOT 1-13 - / I -� xI 1 U) DB. 35�, P. 594 f / 04 �/ LOT 1-66 III $,1 9 64 1 VIII x s36 368 s �- -I I I I � I Ap. ETr'6,856Sf 1 I III I I L c I LOT I-63 I / - I /J o I� L�I 6,810 SF I I STREAM I 1 WM T5 I I + f _ I s I I I I I L \ J _ I -�-�-� LO 1-12 I l l L 6�8516F 6,0 2S / I 1 s^ x 6 rE (3) 8� G I I I I FHAJUyi II 1.75 SWM/BMP I - _ I " I I / \ / _ FOREST/OPE �I� ' ' I I / SPACE EAS�M NT' I N _ W _ 1 I x v o j L�T 1-68 J LO I-1 'I I I 6,56 SF 7,\F�4 'I \ \7 3 $ I II B \ I I I I I I I \ \ EASEMENT, TYP. \ �� (pRlvnrE)A MATC LINE -SEE SHEET 33 / / / / / Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm TH OF V P U Alan G. Franklin y p Lic. No. 35326 W 0 2 SSS /.0NAL 0 W LL V LL Z z Q U -j J W W / z �- O W Z J OL Z CQ o G Q < LU m � iJ W Q VJ J z LL - ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 I 1 0 10' 26' \ 100' \ 200' 49.10 LF OF 15" - - / -- -- -- \ -- �- ` --�-- - CIP@4.71%f _ V \ \ \ \ —��HOftlE PFS. — — - _ — — — — — --- — — 5 � � � � � \ \ `V. 360.81 SIGN —R4 t�EDe90 ,e 'ate / --4' —--�05— --�-/-- — — —_ --_—_ — -- �--_ —_—— ,$ —,—— �----y�---=--= — z-------- —_-- -----—' —\—\—-------_— —-- \ 1� --\ I \36400 +00 32+0 33+00 33+81.87 U SSROUTE 250 (55 M�" —__�-- -- ___- a -- -- ------ ----- — - -- �-----------i— --- ------- ------ �----- s MAILBOX INV. 364.23-3— CNV. 63.62 — _ _ =77 — 376 /' P OHF O FIBER OPTfC \ ` — (10J MAILBOXES— +.��� 2 ` / POST/ \ EXTEN EX Sm \ J 3L2 LFOF12" \ ` tt 15"CIP PIPE `SL 366 CMP@1.94% F\ INV. 363.50 370 TMP 80-58\\ �� 01* JAMES RICE I I RESIDENTIAL I / )0--Z— OHE OHE — _OHE - OHE--(5—E— / �HE—OHE OHEOHEOHE—�OHE OHE OHE OHE OHEHOHE OHE $ 98, P. .409_ OHE�-OHE—L— OHEI —OHE OHE35?6, F9 f DB. 56, P. 608 I N 1 I ` TMP 80-58A w I I I MARYBESS \\/ w \ JOHNSON 1U)i I I I \\ \ \ - RESIDENTIAL II II \ \ \ \ \ \ DB. 568, P. 668\ / / / I ���------------ / V _ I / I — — — — — — — — — — — / / ----- - - - - - - -� I TMP 80-53 -- J �� -----------------/ ' / ' \I % COSGROVE / RESIDENTIAL / I \ \ // \ - -- r' //l �I \\ ■ / / / \ DB. 2821, P. 505 / i I f i / I V TMP �0-54A TODD CgSGROVE RESIDENTIAL \` DB. 39918, P. 409 DBDB..17ql, P. 672 354, P. 399 l I \ // ,Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com W W LI: Q z Z U il� CL i N \ H W/ Z T -0 c) 06 Z J cD oZ< o J � LLI m > J Q W J Q u - ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: \ �I /PoIATCHLINE - EE SHEET 27 / 04 I -I / - - I \\ \ I �� I � / / Iy / /0 10' 20' 100'Lu / 200�yj W O u1 \ - TMP 79D-15 TMP 79D-13 TMP 79D-14 / / / z \ \ \I -R -.GREGORY MAGRUDER O R. GREGORY MAGRUDER � j / R. GREGORY MAGRUDER \RF.SrnFNTIAI _ _ - -RESIDENTIAL / RESIDENTIAL / UfCCUVECi IVIHVlCUUC![ \ \ \ I . \ \ I / REST ENTIAL v % DB. 3 8, P. 175 i ---- - SWM/BMP FOREST/OPEN \ - - - SPACE i -EASEME -2EASE�r �. - (PRIVATE) \ - -�� \ -IL L/ { w ..,6.00 SWM/BMP 376.00 / O �F REQST/OPEN F- �0� , 0 0 O O \ C \ \ SPA E -EASEMENT --_-3g9 0p'" , \ I / I ° 3T5.00� ' �, \ - - - I I I LOT G-12 \ p O �O O ° \ - - - - � I LOT G-10 LOT G-11 I 3, / ° O-QO 0 0 - _ \ \ \ � 786 SF O O O ° °O O O 8-0 0.Q°- \ \ I 1 \ \ \ I 1FFE 379. 0 2,007 SF 1FFE 379.00 0 0 0 0 0 0 0 0 0 0 \ \ LO7 G 7 2FFE 3 001 1 FFE 379.00 2FFE 388.00 . 3; Y18 SF LOT G-6 LOT G-9 I /" 2FFE 388.00 �I N ° °O 0 0 °0 0 0 0 0 0 0 0 0 Oo 0 p \ \ ` I \ I LOT G-6 - 1 FFE 379.00 11 FFE 379 00 4 SF 1 1 F1FE5379 00 I I LOT G-13 I LOT G-5 3,107 SF I 2FFE 388.00 2FFE 388.00 1 FFE 388.00 I / 2,991 SF / LO G-14 / Ltj/ / I O 0 O 0 0 0 0 0 0° O O \ LOT 1 L _LOT G-2 LOT G-3 1,924 SF I I / FE 378.00 1, 0 SF °OOOOOOOo000o OOOOO��O \ 301g 1924 SF 1,924 SF LOT G-4 I 1FFE 380.00 / _ - I FE 380.00 2FFE 369.00 I / I FF 377.00 0 0 0 0 0 0 0 0 0 O� p a-0 O \\ 1 FFE 376.00 1 FFE 376.00 7FFE378.00 1.924 SF 2 F 389.001 { I 0 0 0 0 0 0 0 0 \ I 1 FFE 378.00 I I 77 °$o \ I 2FFE 385.00 2FFE 385.00 12FFE 38SA { - / I \ I 30' ACSA `2FFE 387.00 30 CSA I O °°pp0000 Ooo o p p00000 \ Yi \ -3ZZ90 DW 2K4 EASFMENT, LOT G-15 °0000000 pO0000000 - ETASEMENT - _ DW I .: I 375.0 FFE 376.00 r 37A nn - � . I •� :' .. I M TYP. / 1.900 SF 0000000 0000000 \ \ 3Z6J1 3 0 2K5 WMI...I I - / / OOOOOOp 00000000 �4 374. 7� �..I M �� W I - / / °0000j�°000ao V A _ �� I wM ') I 7 / o o 000000°OO \6^G.V. 00000°°0°0 0\e.oA� °000 0 0 ° 00° 00000poo0 0 0oo °000 O O 00 0 0 . \ �\ ,I II I I + WAC A W 1w' w 0 0 ( 1s °000° °000 1 B'-' X "RED IL °° ° ° 0 wS s_ +o°_ES BLOCK G w 0000 X - I- S 2�J8 S OO _... - • S _r +srM1 Sw _ 2J9 I I VPhA- /./ I 1 TYPE K COPT E wATER�S.ER_jGE. - \ OT SF I TYP. i4'1PVC SA_N. - - - - 37300" - / I � - -€F� 377.00 1 LOT G-26 / LATERAL, TY 0 O 5/8" WATE \ ' - - 1 715 SF I - - - - - - \ EASEMENT, TYP. ° ° °0 O O ° ° ° ° ETER (WM),- - I FFE 77b0- LOT G-27 372:0 000 00 `\ pg ULAR BLOCK ( a0 0 O _ O Ooh 0 0 X FFE 377.00 t 2 99�SF / (PRIVATE) _ I - - - - GWALL 0 O 0 0 0 Ub p ° O� - - \ - -�._ FFE 377.00 \ \ (4, p0000000p00000 _--+-----I----- �\°oo00000000° - _ ---T- - - i°ssisF 0000000000000ppO _ 367.0._ __ I FFE 375.00/ LOT G-30 \ \\ \\ \ \ \\ \ \ 00 ()00-32 0 391.00 --- -- I -- ----- FFE.3Z5.00 - 1900 SF / / °LOT G O O O ° ° °°0o Ol 8 N - FFE-373.0/0/ FFE 373YOO pp0000000�® NT �r .1 STREAM \ \ --a,Q 0 O OeOo Ob p 0 O \ WETLAND \ 00000 Op000 x 365.0 + 0.Qo0 ------- -� 6000, °0000 0 ?I + + \ \ °0o'_ -0o00°°°0000°00 0 ° 0000 \_ 00000 000000 0. - _ + \ ° °° °000000° °000 0 O o °0000000 ° o _ - \ pO00000 ppOo00000 °000 0 oo° 0O°OO°p 0000000O°0p O 0°000 ® Oo 000 000 I I - 00000 pOT00A 0000 0OO p 201SEMENTGTYP. pO000 ,�,° 00 °0000 ,p poo°000°°°000'0000°° 00o00000000p0Op0 0000 000000Tm ° 0°O°ppO O°O°O00 p0. OQ0 00 00C)000 p00000op 00000°00°0°00 O OOOo 00000000 000000000°0000000 0 0 p O O d O 0 0 0 0 + °0000gc\�o00 0o O°6 -e �° 000�0b°OpOp O0000000000009.98Oo��Q�6 °0000 0oo I° 0 ° oop°o00o0Oopo �, �oObQoOoooOooo °0¢00o°O0o0X0°0 0 `009°00o0 90oo o0 ° cu p O0Ooo0000 00000' 000p0000 00001 °oo_>0_0­0 00#°00� 0°p00aO010000000000 pOoo000000000000000 °oo0po0oo° O°°Goo oo0o0 000o0000Q 0 00000 In O ppO000 pO0p 0000 0000 p 000 000opp0000 O 000000° p °0O°0p000000°ooc'D00��0000000000000000 0000o0OO� / OOp00 0 M BL04K E / v M M MAA --_ _ -+- w -I �1 m W - 3�0 1 1 \ \\ A w ' , PIS \ \ 1 / w \ w vv - - w B CK F vv W - w w �_ N w W Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 2Franklin �/Pc,?yinW2'�G V W LL(Dco < Z< N p< ULL I L _ j m LLI Z I- O W Z J cD OL Z CQ o G Q L L coi �AT CHLI E - SEE SHI E1T 28 �� A ` / Aon \ / � WM 364 v LOT 1-35 50 SF // / � � \ O A � 362 LLI 0 10' 20y �00' I I 200' \ I 1 LU \ \ \ ` I \ \' %��� i \� \ NN\ y. ,9�' x ` / i I /� LU \ 1 \ \ c \\ \ \ \� \ \ \ / ((' 20' DRAINAGE /. rq I I I 1 \ \ \ \� \ SS !! r // I ..%N� EASEMENT, TTP. I I I _ A LOT 142 s i r. r. IILOT % I LU I TMP 79D-15 I I 1 \ 8,157 SF \ 1-34 Ac \ _ - - - - -I ri - 7 932 SF /� J I R. G�?EGOR� MAGRIIIDER I v A\ a PE �M : '� c') II �- _ l REST ENTIAL I I \ \ � s U \ // WATER RVICE, / I I /t 11' �8. 3b2, P. 7J 5/8" WATEEE M_E _T - MQ 22.5'*.4 ETER Ty (, TYP ty, , BEND v'PVVAN L, TMPL/ /0. �. 02 lr LOT I-43 � v �4x0 -, ,• co (ZOQ / \ \ 10,154 SF \ / SWM/IP \ \ \ �\ FOREST/OPEN \ /\ \ BSA.: iI I 1 SPACE EASEMENT ArV I�,�/, 5+00 Pilot/C /SWM/BMP ZSMPH -1- M 8" X 8' TEE " �� �� M �.6 FOREST/OPEN / / SPACE EASEM NT J / J I I STREAM \ \ 8" X 6' TEE \ 2M5 M� i I / BLOK G \ \ / LOT 1-44 /6" G.V G.V. ((^^_ 8,722S / rHA-#s,- - V - _ /' w / BLOCK i A �, ii � v _ \ 0 / _ i Z6 V o 1-45 ASEMENT, TMP.\ \ / 7,396 SF �1 74 00 373-6 (PRIVATE) 2M4 //\ T .372TOa7 32 o / . ___. _ _ LOT 114 V `'I 4 I n �" \ \ \� \ \ 3 II 7,913 SF ) r ase LOTG-16 // I 13'00• .° �. _ /� I \ I \ SWM/BMP \ / \ - - - - \ i I i 1,900 SF �� D/ m A FOREST/OPEN V A V/ I� III I III 7 O 3 7 J FFE 375.00 LOT G-77 / I 5/8' WATE 680 •I / /x/ \ _ / 1,900 SF LOT G-1 (WM), TYP. SPACE EASEMENT FFE 374.00 2 99 F 1"TYPE K CgPPE 36.001 .'tel / L2 X _ \ LATERAL, TYP. 7,S SWM/BMP FACILITY - \ / 1 373.00 WATER SE VICCTYP. 6Ci001/ " a \ ✓ I UL/ / I _I �� 2L1 \ \ MAINTENANCE �� i I 2,991 SF /RI/' LOT G-20 65: . Q i EASEMENT / FFE 37/ 1,900 SF I (PRIVATE) \ - 1' / / FFE 371.00 I / LOT G-21 \ - \ II 32.00 I I 1,900 SF (j l / ,..r \ _ _ _ I __ Q u�i 3 D V / FFE 370.00 1 1 900 22 // / 1 v 7 FEE 369.00 L6T G-23 / / h \ \ S / m ...I 4/1,900 SF 369`.00 4" PVC SyN / fEE 368.00 I/{3OT G-24 _ _ LATERAJI, TY/P FFE 367 OO I OT G-42 2K3 `x0' ACSA I 3,466 SF \ \ �� S_ 8" C� I _ • W_M / , 7 .00 /CASEMENT/ / I /FFE 366.00 I \ \ \ \ 1 \� ACSA S.S. / _ A MODULA�BLO K FOREST/OPEN ,� I 20' CSA A \ $7�S- I /��'Illppp RETAININU�VA SPACE EASEMENT EASEMENT, MAX\' TYP I I Dw BMP G3 (10' HT) p 13..1 3 seo I K1 (BIO -FILTER) M a.09 s0 ' / W W _ / NO • �S X60 , _ (200 T I 1 / 8 TEE T EAM B9 II I 1 20' DRAINAG I O / _ T ) / I \ ECMSA aFJ LOT I- II \ \ LOT I-2 I I II EASEMENT, 00 6,825 SF (PRIVATE) I 1' TE>4 OMPH) IN I,ACS \6\25 SF II II II 2 ' A �, �W, ! � � ,� 45° D X S • 'V ISI I V II II / LOT 1-3 II 7,850 SF 14' ACSA I b I /_I / 0 ' I • \ NI \1 ' II � � II M -1 EASEME 3 / �. I P S II\ r / / s - \ \ J v I� II v TYP. / w S f 370.00 � LOT G-33Wi�-1 /� I �/1 / - S. '- S"•. II I 2D.\ W 1 900 SF 36 .00 _ W / I SS i i /,.. ��� \ f/1 FFE 372.00 _ --� .. - AA I LOT G-34 6.00 �g" M \\\ 2,991 SF 1 J .fi �iN I \ \ „ 90 :00 1 FFE.372.00 - - 6. o YYY \ N ` T - LOT G-35 -COT G-37 J4 9 M - {- \ \ M M 2,991SF LOT G-36 1 1,900 SF I 364. _ J� �\{V U - FFE 371.00 1,90051` FFE 369.00 1 pN \\\ I- N M i 3� _ O � ��370.00 I l / 8 �11Z, I I -I` �6$0 A M _ WM I WM LOT G-38 / I/ ADTJ \ _ 1,900 SF LOT G-39 20'D RAINAGE FFE 368.00 1,900 SF / EA�EMENT, TYP \ % 0 I - \ - - 44 r 3 / \ FFE 367.00 LOTG-40 (P.t21VATE) nI ® I Q ry 3,418 SF X D + �� V _ FFE 366,00 38' 90 I - _ ' W I A -.- •.3 1.D1 1 / /�� FFE 385.00(S�)X 8'TGEE \ - B (t Ivlhc. M I O .i L' ANEM 0A 8"X6'ILL -i • ;� M ur F^ - f J _ EASEMENT, TYP. - -V X 8' TEES WAC SgW I �-.; .L,* 4°pO BMP G2 0 0 ( BIO FILTER 0000 , - pO0p0 p O0000 i l X o° SWM/BMP d \ cLU FOREST/OPEN '="O Pc SPACE EASEMENT, y�O 0 0 a�0� 'O 000°°n - °°000000g9opO'C 000°0000\\ 0000 / `S pO00000 00000 00 00 000 p000000000o°000pO0000 � �C/ ' / / 00 00 0000 00000 000 /WETLAND SWM/BMP FACILITY MAINTENANCE . EASEMENT // STREAM / MODULAR BLOCK /RETAINING WALL (6' MAX HT) \ SWM/BMP _\._ \ \ FOREST/OPEN '- 1 X X 3 8 G.V. v� - > �IOIODIILAR BLOC RETAINING WeLL�� S L_ M(•' ---_____ M2 1 ~-F-, i y (12'M HT) S M - zJz- I i�P_ _ 4" V SAN. I � 2 � � � � • 7 - 8" I LATE L. T I ACSq S S B� 15 A 2J1 BMPGIh _ �I (810-FlL ER) A 1� \ II 'LOT J-34 II I 6,56 SF $ CONTECUS II L J II I H RIDGE O INGLE RADIT J-35 / STEEL A qH SPAN�N NCRETE \ 6, 6 \ ' T J-36 STRIP -INGS, OL IQ `I I 1'TYPE K\COPPER I�II 36 ,85 34'-1" S 28' L) WATER SERVICE, TYP.II 6 CONCRE OR MOD LARV OCK HEAD/W11 WALLS,P. 20'DRAI4 AGE II II ) 111 1 LOT 040 EASEMENT, TYP. 856 - SF (PUBLIC) STREAM L�C 356 SWM/BMP FACILITY\ II 4t II I 40'\ _ \ IoNCE tAINTENACJI / SWM/BMP ��- -�, EASEMENT 1- FOREST/OPEN \ v-r�' / / + X (PUBLIC) PACE EASEMENT \ / / / ' SWM/BMP X \ ' \ L FOREST/OPEN \ \ \ 11%_SwM/♦$MM�• WPO STREAM ' SPACE EASEMENT\ \ ' '" I \ \ // SPACE J,BUFFER X X X ACEEASEMENT DDULAR BLOCK ` TAINING WALL MAX HT) PRECAST CONCRETE BOX CULVERT _ \ WITH CONCRETE OR MODULAR SWM/BUMP FACILITY /ETLAND BLOCK HEAD/WING WALLS MAINT ANCE SWM/BMP FACILITY (8' SPAN X 4' RISE X 80'L) EASEMENT MAINTENANCE O O O O O INV. IN 349.00 (PUBLIC EASEMENT 00000 00 000 O O V. OUT 348.00 PARK \\ (PUBLIC) \ X °O O O O OO O!0 ° TO BE DEDICATED TO THE COUNTY OF ALAEMARLE O OO °0 O FOR PUBLIC USE AS A PUBLIC PAR 00 0 0 0 o STREAM - MATCHLINE - SEE SHEET 32 I r �� - -- \ \ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm 1 w LL V z Z Q U -j m Lu C0 D 2 O 06 zLL J CD L Z CQ o G Q � m Lu J Z LL KEY 27� 28 29 -j -i 30 31 32 33 34 35 36 37 ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 --- -3612.50 •38 \. LOT F-7 � ,50 2,581 SF- g 360.50 -1 FFE 364.50/ LOT F-8 -°•; 1,640 SF LOT F-9 0. FFE 364.50 / 1,640' LOT F-10 FFE 364.50 1,640 SF LOT F-11 / 1'640 SF FFE 362.50 FFE 362.50 X X 3 8 G.V. v� - > �IOIODIILAR BLOC RETAINING WeLL�� S L_ M(•' ---_____ M2 1 ~-F-, i y (12'M HT) S M - zJz- I i�P_ _ 4" V SAN. I � 2 � � � � • 7 - 8" I LATE L. T I ACSq S S B� 15 A 2J1 BMPGIh _ �I (810-FlL ER) A 1� \ II 'LOT J-34 II I 6,56 SF $ CONTECUS II L J II I H RIDGE O INGLE RADIT J-35 / STEEL A qH SPAN�N NCRETE \ 6, 6 \ ' T J-36 STRIP -INGS, OL IQ `I I 1'TYPE K\COPPER I�II 36 ,85 34'-1" S 28' L) WATER SERVICE, TYP.II 6 CONCRE OR MOD LARV OCK HEAD/W11 WALLS,P. 20'DRAI4 AGE II II ) 111 1 LOT 040 EASEMENT, TYP. 856 - SF (PUBLIC) STREAM L�C 356 SWM/BMP FACILITY\ II 4t II I 40'\ _ \ IoNCE tAINTENACJI / SWM/BMP ��- -�, EASEMENT 1- FOREST/OPEN \ v-r�' / / + X (PUBLIC) PACE EASEMENT \ / / / ' SWM/BMP X \ ' \ L FOREST/OPEN \ \ \ 11%_SwM/♦$MM�• WPO STREAM ' SPACE EASEMENT\ \ ' '" I \ \ // SPACE J,BUFFER X X X ACEEASEMENT DDULAR BLOCK ` TAINING WALL MAX HT) PRECAST CONCRETE BOX CULVERT _ \ WITH CONCRETE OR MODULAR SWM/BUMP FACILITY /ETLAND BLOCK HEAD/WING WALLS MAINT ANCE SWM/BMP FACILITY (8' SPAN X 4' RISE X 80'L) EASEMENT MAINTENANCE O O O O O INV. IN 349.00 (PUBLIC EASEMENT 00000 00 000 O O V. OUT 348.00 PARK \\ (PUBLIC) \ X °O O O O OO O!0 ° TO BE DEDICATED TO THE COUNTY OF ALAEMARLE O OO °0 O FOR PUBLIC USE AS A PUBLIC PAR 00 0 0 0 o STREAM - MATCHLINE - SEE SHEET 32 I r �� - -- \ \ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpemm 1 w LL V z Z Q U -j m Lu C0 D 2 O 06 zLL J CD L Z CQ o G Q � m Lu J Z LL KEY 27� 28 29 -j -i 30 31 32 33 34 35 36 37 ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 1 j' ` r I I :)4 / \-I — �� \ 1� MATCHLINE - SEE SHEET 29 3 1' COPPER \ I Q/ _ A w / LOT J-4 - WAT R SER IC@, I \ �_ 0 — _ A / \ \ I \ :or / 4 PVC SAN. \ \ \ \ \ \ / \ If V / \ \ V 10� _29' / 100' 200' � m I MTER (WM), � — I 1 �� g� A � � � � L L, TYP. � 3 wP. OT 1-6 L T I- 0 / / STREAM '', \L _ S 853 �F / / 4� a� \� X � \ V A\ A \ V �� gso�� 390 '� —_ / G l I �FASEMA L T I- II Vl � 80 1 7 II SEMEN s, 24 F / t I I / / I / � --1 / III / / I _ � I / SA SWM/BMP �� " �q SEMS FOREST/OPEN / �TYP. Go I I SPACE EASEMENT / I I / / / • X / / / / / / / 2U5 y. s 7-7s 68301 2 / 20' DRAINAGE / / _ PRIVAT�) TYP. / / / / / / rn � — 1 I / \ I I BEND / SV M/B P FACILITY I l II L / I MAIN \` 8OT 2 ISF I (PUSBLI ENT �� I � I 1 1-k \ + Ua s J I � � / I � I I I 22.5 I� BED 4" PVC SA -� Tw L Tl- /— /I� zuz � � � � / TMP 80-55B DARRELL `°`, Iv i � � X \ V ULLERY / _ I i RESIDENTIAV D8. 2478 P/535 380 — � _ BMP IL I (BIO-FILItER) x \ _ I \ V A 00S 825 F i �� k Lij LU 2 / I /� \ x �� // / / / LU LU �I �/ x I �� y V���II I ILb X yV A A\ \V 9 STREAM II / / J TI II I + I ( BMP I �/ 7,850 F AX H (BIO-FILT R) SW - 358.00 , TE VA f3W= VARIES V/ vyOTJ-5 \ __ 370 NT, / \ + _ \ 8"XUTEE � zr°z ;N N� � �HA Buz 00 ro , — '14oo G� / -TMP 80-55 I� M -.. _ - M8„A AI.�a \. W W \l—W —�/^2 vJe10�25�'Cl .. N ;.-_-._ 9 \\ � / \ \ \\/ x{ — _ � � GERALD, �K�t LC I^ zz.5 0 V � HUG S \ x' P \ �J / RESIDENTIAL 12+0 p\ BENo - k 5,1 SF / DB. 739, P. 579 BEND \\ \\\\ BEND / / _I WM 2S3 V AVAA V A A Y5, / \ice 360 / I ql \\\� TYPE K PEf4 I 3 VAA \ V / WATERS II \ I LOT J-55 \\ / LOTJ-393 SF �� \ 5,157 SFI I es \ A �� / 5/e” wR SWM), ' I TY B5 TW = 358.00 \ ' ACSA \ O \ / / / / / / / IIkOT J-38 / • I BW = VARIES I F \ A 5 P II II I VON V / R '/OP V \ i 4" PVC SAN./ III I I 20'6RAINAG / i / SPACE SEM T V - 2W5 \ / LATERAL, P I II E%EMENT, TY I \ JACK AN BORE SAN\ 4„ \ \� 4" PVC\SA^/��\ \{ — �� (PUBLIC) I III I II \\ STREAM V `` VAA LATERA \Y \ \ I� SEWER DER \ J-54 -_ � � {{✓POS REAM Ill I 252 I A \ \ \ \ \ \\ 5,940 �F V � , � { � // MAINLbUFF TENAt�ICEtL �/ I II \\ \ I \ \N\ \ \\ \\ \\ / 4 EASEMEN FOREBM ONTECH BRIDGECO SI 3 i )DIUS TREAM PARK SPACE SEMEN TEEL ARC SPAN O COCR r \ I T / STRIP FOONGS, OR EQU /T( E D ICAIjED TIE COUNTY FAL \ARL _ / l (34'-1" SPA X 9'-2" RI EX 9 1 / FOA \ 1 BE %tS A PUB 11 PARK \ \ \ \ / / \ /\ \' {n \ i // / CONCRETMMODU R O I \ \ M LOT J-53 HEAD/WI�G WALLS, T P. I \V A A\\ \V� V A A A� / \\ �\ V \\ 6� / MATCHLI 38 SF Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm OF � P c, U y Alan G. Franklin p Lic. No. 35326 W O 2 mss 0NAL FSG W LL: LV Z co <Q O J > m N > I— J ui I— Q O 06 Z J cD OLZQ o Qz Lum iJ LuQ J z LL KEY 27� 28 29 30 3l 32 33 34 35 36 37 ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 MAT HLI E= $EEST 31 LOT2,58 -LOT MATCHLINE - SEE SHEET 3477 / ---- 1 I - I N 1 FFE 364.50 LOT F-9 / / LOT F-11 LOT F-10 .5 FFE 364.50 0 SF 1,640 SF / 1,640 SF / LOT F-12 -r SF 363.00 ` F 364.50 FFE 362.50 FFE/ FFE 362.50 / FFE 362.50 _ 363.00 10.5' ACS EASEME T, TYP. /x k / 36100 ICpp 361.00 3� G.. / Q _ W O _- - / FHA fX2 / 22+0 VwV �LLA E PAR I / (pUbLIC 125 Mph) A l W VV 3 W CSS WL , W 'Y A4-1 8" X 8' TEE (3)-I"G.V. " - � WATERLINE AT 8" F I / O DIP STUB =_ Q �- ll -_j / J 4 3 A2-2 J _y J 4 � I A2 - BLOCK D I _ _ AREA RESERVED FOR I -,I 'N9N--FiESIDENTIAL/MIXED USE DEVELOPMENT LLI {2Q000 SF MIN.) I 8' 'TEE LL/ _ y)-8 J. 4" STUB I 11 l I 1 11 �y�l I I, 11 t�•3J 3 I 11 l� i 11 1' to 11 TIE TO PHASE 1 WATERLINE AT 8" I DIP STUB =_ (2)-8" G.V. 8'X8'T =� 6" G.V. I SHA #Z1 / W „_ W 8"gCSq ° 3 __ ytZ6+00 STAB - - ER �j� — (PUBL1 W IC: 25 MP N W 21*00bu / G3 IAL _ I -T EXTEND EX. 4" OI ,4 (v II PVC SAN. LATERAL W + 366s0 LOT H-1 — 5,605 SF I FFE 368.50 I 67.00 366.50 1" TYPE K COPPER �l I WATER SERVICE, TYR I 'I I 5/8" WATER - Q I METER (WM). TYP. 67.00 / LOT H-2 4,400 SF FFE 368.50 ADD 4" PVC SAN. S' LATERAL BLOCK H 366.00 LOT H-3 / w 4,400 SF 3 — _ FFE 367.50 k — EXTEND EX. 4" =VC SAN. LATERAL WM _ I 364.50 SWM/BMP ` I FOREST/OPEN �) 7/*■ / SPACE EASEMENT 65.00 LOT H-4 PC 5+ �� I 5,079 SF 57. FFE 366.50 WM 2F2 X D fi F31 / I� co I ° \ 20' DRAINAGE EASEMENT, TYR 1 / 1 ACSASSMH j'V /„ `'=�-- �`' ''✓� s+ / / / /' \ --_-- / RivennaVil-1-14 - - PLAYGROUND l SW MP FA ITY r7 / MAIN ANCE I (PUBLIC)LO cl) l �� • \V \ \\ _ F /� Ij� \ W _ \ W Ca _ _ _ v v F '16 _ I( z U /\ � \ TRAIL h / TENNIS � t � IEASEMEN PAVILION \ \ A SS MH• I RivaaVill-11, • ` ° I o`�'o� oLJ �c. p� 00 I a O -40* o I GREEN •• ° `Ua I SWM/BMP Q a FOREST/OPEN I I 0 a p Ij SPACE EASEMENT a ° a I PARK j a TO BE DEDICATED TO THE COUNTY OF ALBEMARL I I I o / I , PL �N• m • , , ° FOR PUBLIC USE AS A PUBLIC PARK LATE / WPO STREAM I ° "\ / • • ., [, .. e • PLAYFIELD BUFFER d I W / b PAVILION �I II TLAND ' / I I SWM/BMP FACILITY— \\ \\ 3 MAINTENANCE \ l \ ` EASEMENT O° C3 0 / °0000 °00 �o°° 1 i I \\ / °000 °000 / / I O 000 i It 00 /V /SWMIBMP FOREST/OPEN 0 _ y SPACE EASEMENT ® 2 ' RAIN GE -- ,— ASE T, S MP \ REST/OPEN / \ SPACE SWM/eyed FACILITY BASEMENT MAI��yyTENANCE / \ \ EASrEMENT / _ J i / I 2G1 \ TLAND x X x V °0000000000 p0pp00000o °000adoo p SWM/BMP X \ \ FOREST/OPEN I A V A SPACE EASEMENT \\ \\ \ BMP 1-11 / __ X ---- (BIO -FILTER) / STREAM 2F1 / / o + - 20' DRAINAGE / O o O EASEMENT / / I O °gip MATCHLINE - 6 ACSA SS MH / RivannaVil-1-12 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm T H OF E/P c, Z U Alan G. Franklin y p Lic. No. 35326 W O 2 CNAL F'�G V W LL V Z z Q U -j m Lu 2 <O 06 Z J cD O Z QQ 0 G m i J c� W Q J z_ LL. ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 MATCHLINE - SEE SHEET 3477 / ---- -'�- - 2gOj STREAM � i o off` o• o� \I 1 / 1 ACSASSMH j'V /„ `'=�-- �`' ''✓� s+ / / / /' \ --_-- / RivennaVil-1-14 - - PLAYGROUND l SW MP FA ITY r7 / MAIN ANCE I (PUBLIC)LO cl) l �� • \V \ \\ _ F /� Ij� \ W _ \ W Ca _ _ _ v v F '16 _ I( z U /\ � \ TRAIL h / TENNIS � t � IEASEMEN PAVILION \ \ A SS MH• I RivaaVill-11, • ` ° I o`�'o� oLJ �c. p� 00 I a O -40* o I GREEN •• ° `Ua I SWM/BMP Q a FOREST/OPEN I I 0 a p Ij SPACE EASEMENT a ° a I PARK j a TO BE DEDICATED TO THE COUNTY OF ALBEMARL I I I o / I , PL �N• m • , , ° FOR PUBLIC USE AS A PUBLIC PARK LATE / WPO STREAM I ° "\ / • • ., [, .. e • PLAYFIELD BUFFER d I W / b PAVILION �I II TLAND ' / I I SWM/BMP FACILITY— \\ \\ 3 MAINTENANCE \ l \ ` EASEMENT O° C3 0 / °0000 °00 �o°° 1 i I \\ / °000 °000 / / I O 000 i It 00 /V /SWMIBMP FOREST/OPEN 0 _ y SPACE EASEMENT ® 2 ' RAIN GE -- ,— ASE T, S MP \ REST/OPEN / \ SPACE SWM/eyed FACILITY BASEMENT MAI��yyTENANCE / \ \ EASrEMENT / _ J i / I 2G1 \ TLAND x X x V °0000000000 p0pp00000o °000adoo p SWM/BMP X \ \ FOREST/OPEN I A V A SPACE EASEMENT \\ \\ \ BMP 1-11 / __ X ---- (BIO -FILTER) / STREAM 2F1 / / o + - 20' DRAINAGE / O o O EASEMENT / / I O °gip MATCHLINE - 6 ACSA SS MH / RivannaVil-1-12 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm T H OF E/P c, Z U Alan G. Franklin y p Lic. No. 35326 W O 2 CNAL F'�G V W LL V Z z Q U -j m Lu 2 <O 06 Z J cD O Z QQ 0 G m i J c� W Q J z_ LL. ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 \r X x MATCHLINE - EESH T 3 v \ �v LOT J-41 Iv ss / / z \ l V 0X VN\I I 0oAIV 1SIW\A 1I V 1I 1oM /oB°C A PF\\o°0AV Io \CL\AO010� OoI P0opo�oVo\ 0ooAx o\// oV�o5�o/ o,9\�I4\Io\ I\�SjF MAINTE NCE ASEME4PVCSAN. VA SA (PUBLIC) LATERAL, TYP. 'W A/\♦\\/E\ \A\ V %x SN\AIA ,\ '�I\X �M�/%ENzv\ \T\�/Y V ��x%/\ iW \ ^ y\A�'\ OV\\ A// "I�k\\\An/�,'�V �. \- i�-\A� I/ I\ � \I \ � \I \\ \txI /\ \ \\ \ \ \\ I I \jI IA R�\ \\tGx i \�AV .� \ T\€ST E�\N,`)\i\ , \A \�.♦ II I \I \ I\ I\ F 9I �I I I \ \ _ \ . VI AI\om` \ o\ \ - 1� 0_/0 ' iii _\I v}}TTTTTT\1 \2v m ` I \ \\I \\�X \ V x \\A � v \�v\X —vI\IXOv\ \� \ v- \ v\ X \� \\\v� —1 v \� vX\ \\ \�\ \II 2mO � � 0 E/ EASEMENT, / PR s \ W WM \ TMP 80-55\ FOROT J-42 MACE NT 60.90 SF .75 GERALD ----- - RESIDENTIAL OL�E'P. D8. 39, �57� 9 WPO STREA LOT2J-SBUFFER 5,1 6FA#U3 LOT J- M 6,490 SFwwLU 4APVC 8�N.YTREP. i I LOT J-11 AT Z 5,112S` 5,94 S BMP 1\ GSA EaEMEr<r, 1�C �EASEM,WET SWALE) LOT 0 5,102 Sl� ec L T -45 20'PRIVATE \S.S. LATERAL x N L5O093 20DRAINAGE LOT JJ-46 EM 7,0 P 20' DRAINAG T EASEMW�P. STREAM--I SWM/BMP PARTHE oFOREST/OPEN TO BE OF ALBEMARLE WM SPACE EASEMENT FOR PUBLIC USE AS A PUBLIC PARK SWM/BMP FACILITY MAINTENANCE EASEMENT LOT J-4 CaTY K pp WATER FACILITY 6,490 SF ERVI TYP. MAINTENANCE EASEMENT STREAM EL, 22.5-BENDI5/8"WATER TYP "X8"TEEIETER (WM), 6" G.V. FH STREAM s 6 G V B2 LOT J-48 B o A 5,29 SF x °M4. — - - - - r�_lEAWPb STREA MP 2 BUFA7+ // —i SW XW�0000 TRAI0000000 o�po�00000o / p 0 00000° SWM/BMP °00 0 0°00 ° 000000p'0000p0c FORE ST/OPEN 00 00 SPACE EASEMENT 0,00p000000o 00o00p � °o0c0a 00 SWM/BIP x FORE T/OPEN XSPAC EASEMENT 0 Ix BMP FACLTYWIMNENANCE O O O O TM 80-55v �MC)NT WUTACATON�u00000+ (ne'9_0 000 %\ RESIDENTIAL b000 0OOooO000O DB.270 , P.v749 oo�O\---------_ \ Oo08DB. 1712 P. 589 / O° 000oo��000 m + pp0,0 000 °\ 000 000 00 ppOd000000�0000 G 00, �°0000°�°o°000o00000000°0ooo \ TRE,4d 0000 0 000 00o O PAZK� 00B S00OO0pp0 OO �O 0 TO BE DEDICATED TSH!E COUNTY �\�00 0� 20'ACSA X 0 000°000 00x f9R PUBLICUS ASA PUBLI PAR EASEMENT, TYP. 0 0000000c,00pG°o^ 00000oO°O° ° �11 WETLAN 0000O°00p000°00000 00Q00 p 00 00`_000 / 0I 0 20' °0°0° �000000 AERIAL CROSSIN�FSTRMANiLAYING AN1Q 000°ppp0010000000p0 O°°OO100001 0000 WRWLONG S °°°0O0° O0OQOOO ° STEAM I00�TQD000 O0°�°°°0O0OJO°OO0OO°°$0DpO9O°°O T 8 OREINFORCC D CONCRETE SONOTUBE 0c00,0000O°O1000 0OO ° 00OC° O 0 j0 — � v/— v�\ ./ , WITH 000O0O00000,0i0 0 0 00 000°00o O0p�OoO°0°oR0 0000 DJUSTABLE STAINLESS 000/o0 C— PIERS \@ 1 7 05,,\A 00°° 0° O °O0pO000Oi00pppp0000000\0�\SADbLES 000000000 0000000D000O0000000 J 00 0000000 00000°000°00 0 0000 00000 000 0�0 p00000000°°0000000o 00000000 °00000�G 0Opp0000Op 00000o0pO0000 0 0 0 0 c 0000 000000oa00o0pOOOoo0000000000 oo0o�oopo0\Oppoo000o0o000000000y p0oQp0000000000ooI M TCHLNE- EE SH ET p000°000000poo0op0o00O000 0000pOoo0o0 p \ — — npoc —_ -- -\\ _ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm . ,,PLT H OF c, U y Alan G. Franklin p Lic. No. 35326 W O 2 SSS /.0NAL W LLz z Q U o J> m N > H J Lu O W Z J cD Q o OZ zQ W a J _j J LLI Lu J Ilii Z LL ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 SS MH I 32 I I / MODULAR I / BLOCK INING WALL m \ I'i - ✓ \ \ v�ly" Z STREAM- / I / Im ACSA SS MH RivannaVil-1-10 /-SGVM/BMP \ FOREST/OPEN ` SPACE EASEMENT i \ ' ' 364.00 364.00 EX 4". VC SAN.LATERAL / \ \ LOT J-1 \ 7,408 SF 363.50 FFE 365.50 / 360 EX, 4" PVC � SAN. LATERAL --COT J-2_ _ / 5,835 SF Ex.4" / FFE 365.50 / / SA - -- - L 363.50 _ LOT J-3 _ - �363.50 6,078 SF/ � -�E 365.00 SWM/BMP \\ / FOREST/OPEN � \ \ SPACE EASEMENT MATCHLINE ° o 0 o I�ET 34 WPO STREAM p00 O // // BUFFER _ WETLAND 000 �c / / / / �4. � / / / ✓ 000 / � � / / / 1 � A � A `- PRECAST CONCRETE BOX CULVERT I STREAM / / / /� 000 +\-I' WITH CONCRETE OR MODULAR 0 BLOCK HEADNVING WALLS _ (8' SPAN X 4' RISE X 70' L) / INV. IN 349.00 / / / SWM/BMP FACILITY / / x OUT348.00 / EASEMENT MAINTENANCE I I // _ LOCK- _ _ / / / (PUBLIC) / / x / BL06K J RE WAL 20'D\/� \ x TRAIL EMENT,TYP. A- \ i PARK / wft "� I own TO BE DEDICATED TO TH/E/COUNTY OF ALBEMARLE J \ I + k\ FOR PUBLIC -USE ASA Pt18LIC PARK J _ BMP J3 (BIO -FILTER) \8"X8 TE- F�iA 3 356.50 20'DRAINAGE EASEMENT, TYP. 356.50 M Ak BEND a . -�- Y (PUBLI TOT J-33 \ 356.50 / // A V�� X -X X _ / L 5,060 SF / v �� _ X-S=x-x X ��� / \ XTEND EX. 4" 58.50 - k PVC SAN. LAr� L LOT J-32 8+ 4,400 SF \\0 .... " FFE 358.50 / / / // / / \ / / W W s5zoo LOT J �1 / / / / / U 5 060 SF / / 355.50 / / / / SWM/BMP FACILITY / W / MAEEE N�E / W FFE/358.50 / / / EASEME T (PUBLI W A rarEaAL LOT J-30 sso �assso / WF TLAND 5,060 SIF / / / STREAM° 0 V' 9 FFE 357.50 5/8" WATER // O ° --h \ �362.00 \ / -0i I �/ �W - / / EXTEND EX. 4" / METER (WM), TYP LOT J-29 % / / o o ° 0 0 / ACSA SSM 6000 �� E // E L 4,400 SF RivannaVil-1-9 �� X \ % FFE 357.50p�0 O X. 4" PVC . < / 1" TYPE K COPPER / / / O O O O 0 LOT J-4 / \ o OSA LATERAWATER SERVICE, LOT J-28� 5,472 SF 358. TYP. )00 FFE 363.50 �tIV) 5,060 Sg / O / 0 0 CX. / / \ / \\ / FFE � 50 / LOT 5 SAN. .00 WMA, 30x,, _P / 20' DRAINAGE / `I` / 1" TYPE'k\COPPER </C zS �0 / 356.00 EASEk,ENT, \ \ 4,458 tiF WATER SERVICE, TYP. YR' ��p / 0 0 0 O O 0 �,q 0 p O FFE 361. / \ q S:� / / 3 6. r J 64(OD9 � V / 5/8" ATER Cg O O '�y / METER (WM), TYP. I � 5. P ` �x W. \ / / O O c'J1000 'Doc 361.50 \ \ LOT J- EX. 4" PVC i HALF \ / p r° O O °R� /SAN. LATE L / \ V '' / PF AiVOrO d? UBL i �, $ \ FFE 359.5Q / 0°r°JPy1LVERT CRSS / 359.50 \ / \ WNEAD4 ALL / I / LOT J- oa s nn /�• g6.000 ° \ \ \ 357.50 I/ FF 358.5 58.5 1 O 00 0 O 0 OQ41-O O O�°° ° J / FFE 357.5 BMP J5 A I 0 0 0 0 / IO -FILTER ( - - - - - - - + LOT J-8 - _ �/ FF 57.5�� OogQ�.m o ° ' B - \ I 3550 5,060 SF FFE 357. �.. /�\ w /LOT J-9 EX. 4" PVC / . , 2 - /SAN. LATERAL 4,400 SF \ / W ADD a" SAN. FFE 357. " �...,T V - I / / X. F PRESENT X. 4" PVC �S O r - 2 TMP 79-258 \ � '�lr / SAN. LATERAL / ROBCI�T LIVENGOOD ' / ACSA s MH o o / �`� i W WL RESIDENTIAL \ \ �I / 3ssso I LOT J-10 ° H a"ACSA 0 4,400 SF / o o- D8. 575, 0,609 \ \ / � I I �\ 1 \ 355.50 / / / Riva aVil-1-8 /// / 00 ° ° ° o / �- _ �..W 33+# LOT J-1� Oo o ° y'c 355 5,060 Oo o / A 50 zs 000000 ° it SWM OO 00�0, 000 355.50 M O O 0 Oi�O p0000 OOOO CO //E)� _ 00000'8-pO°O 35� 0p0000000 °0000000000 C CSA H I / FFE3 .50 357.00 \ E) PVC 0 0 0 0 0 0 0 0 0 0°° Rivan7�Vi1-1-6 AN. LATE / \ 00000000000 EX. 4" PVC FFE 358.50 357.00 000000000 ' O O O 00� o 0 0 0 00 r° ' / / / I / SAN. LATERAL - I / \ ` 000 0 \ 35Y.00 0 0 0 0 0 0°� OO / LOT J-1 2 I 8.50 ACSA 5SFF 5MH \ 0 0 0 0 0 0 0 0 0 0 r AA1 / / ,)6P 1 �F - I RivannaVi 1 5 FFE 58.50 •, °0000000'20 LOTJ-13 000000°°000o°° / // \4,329 SF Y / LOT J-14 o °0 0000 0°0 0o roJ / / I \ 4,,343 SF J 0 15 0 0 ° o00,ov' / / / 6 84LOT4 SF WETLAND 0 ° °0 ° J000 00 / 356.50 I 0C)0 0° / 00 I / I 0p00 356.50 I / orb°00000000 I \ 356.50A 00�° ppOO 0 366.50 \. I / 20' DRAINAC� � I I I 0000000 TM� 79-250I I I 0 0 0 0 0 (PRIVATE) TYP. 0/ I LP 00 pO�� 000 00 / SW1"MP \ \ \ \ DAMS WILLIAMS I 0 0 O 0000 00 F��JJREST/OPEjJ I \ RESIDENTIAL I I / ` 0000 0 0 0 / bPACE EASEMENT / D8. 42QT P. 348 I I / \ ° °°°°O°� 0000000 00000000 pOO0000 00 00 0000000 1I /y I \\ I II I \\ 000000 / I V I I 00000 I 000 °0 / MR 79-26 DOAtZRE 8SI DENT I AL SWM/BMP ti / D \ SPACE EASEMENT / M 0 10'\ 20' / 100' 200' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com . o ;�"PLT H OF P c, U y Alan G. Franklin p Lic. No. 35326 W O 2 �s9 /.0 N A L F'�G W vJ U< oJ� � m N > H J Lu 2 <O 06 Z � CD L Z CQC o Q �G Lu m LL J CD Lu VJ J Z_ LL_ ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 -- °oO oo00o0°�N MAICHLJESrESHaooO oo0 0 0Q0O 0°°/ �. N0,RNOTLT0EEUSDBSE / \ y0 /! �oo°00°/ p°Ooi° /0_ o000oo00o0 0 �-10 00Io°°o00000 00000000°°0p0000000°ooJo06 0°0000 �0o%0°00000000 0o000°000L'OJO0000' 0 + 000000 ° p 00')oo°��°°p0000°00q000000000°OO O'*scO° ^p0°0°ppO00 p000000°000000oOODpp°° / \ 0",,\ �1. A\20\'' \\ \ \ \\ \ 10\0 ' \ \ �\ \-2 CO 0\0 ' +)00')bopWPO STREAM �0O0 ")'0000p°Qp0pOO 0o%�OO 6p00000o00000OO000000c 000°O°BUFFER 0 000 TLANq ppO°OpO°p00°0o0WE0°O 000000000 000000 O0pp°0000000 0 000 O0000 0 0000000 00000 5 0°0000°pJ000000BLOC 0000000000(10')000c'000000ppOo 0000000000p0O00°°000000 a00p O00p0pO000O 000°O0pOO ° O �CROSSINGAERIAL NN%,OOCoco 0000 / �)OO °O° ° OO `, 0 O AREA WTHS'LOG SPAN 0" DP SUPO OO O0OO 000O WITH 18"0 REINFORCED CONCRETE/O0 ° 000 PIERS `1TO.C. WITH ADJUSTAB STAI C 00 00 STEEL STANCHION SADDLESPARK 0 C O O 0 -TO BE DEDICATED TO THE COUNTY OF JLBEMARLE STREM Fg&PGBLIARK \— SWMBMP /ACSA SS MH ST/OPEN _ \ / RivannaVil-1-1 A / \ �Z / / � FORE � / / ,/ / / / / / SPACE EASEMENT % v/ / / \ Ij Ii I 1woo 000 X / / / SWM/BMP FACS LITY/ / / / / / EASEMENT ENP�N>rE — //i / / / �� / / — — _ S `j r' \ I\ \� EASEMC'�1T // / / / / / EX. 4" PVC SA WEPLQ/ O O O p / / \ — — LATERAL — 40 �S \ /Q TRAIL ND / 00000 s i 00000 ACSA SS MH Ca'0 RivannaVil-1-2 I _ S \ \ ` \ °00000000�pp0 / / \ -----\ \ ` O °pOppO000000°°°O / �LA ERALC SAN. _ \ I /moi-- \ yy-� 000 \ I ` c0—� 0000b0000o0000000000 � _ / \ m' 00 ='..or p�0pOO0 %O,„0rp°pO 000/00Ey/0„00C \>0000Wi 00-0000000 00 354.00 353.0u , 0 0 35 L1 0-cfO 35400 Lj j 00 NPSE . 00.� — _ I l /—_ OO 355.00 z,: _ — T LOT J-20 _�\ i LOT J-21 �i 6 \ i / / / _ \ \ x,933 SF \ 8,788 SF ( )' / .00 5/S" WATER METER 354.00/ WM , TYP. 3 \\\XLOT \ 2 1" TYPE K COPPER4,902 Sr— \ FFE 362.500-AT7yp FE 363.50 352.0 5,100 SF A�' 3 2.00 31.00 /v ` \\ F\3.\50 — —_--_—�Bl\SE— —ON — IP�—M�\{LOT J-2? F- FIGPS ELEV359.26 5�$gE..\ LOT J-25 4,400SF/ Nj// \3 300 20' EASEMENT,Typ -- FEE aM.50 4,400 SF FFE 363.5LOT'27 \ � /\ \ 5,060 SF / /FFE 362. 6"4O x / / ACSASSM Rivannal- -4 W /k y V ^\ TIET. .8" V I �, /\ kk S.S. U8' � W -, � 1 �X \ \ 45 -BEND ✓ .00 ,r✓ /" �P _ ' — 6" G.V. �+ / FHA#XS W,00 , r(�6yWil W \N _ / / AC - / M 4" PVC SAN. LATERAL_,JY — / 36200 362.00 FFE 363.50 360.0 I FFE 363.50 �\ I LOTJ-19 \ � �Y F 361.54'1 /r 5,058 SF SWM/BMP \\OPEN TMR 94-1 I I I 1 / 860.00 SPAEE EASEMENT , 1 l 1 I / ffD, ONTI NEIG\HBOR�OODS ILP I I / FFE 36 V LOT�JSF I I III I 1 RE.SID�TIA� I / qC/ V 0 $F / II Do. 4301,11 P. 211 j / EXTEND csnNEX/ 4{400SF / / v I I / I / Da 4192,IP. 1�4 LATERAL / / / / I LOT J -x6/ 361.56 A v �� �� �� �� I II I // 6,4 F 3 Iso— / 3/ n 35.5© TMPI80-4 BEtTYW(LAN kESIDNT L X 36s I I I DB. 1181, P. 18 / I =ST/OPEN I I I I I I I // I / I ���—��� ✓��� // / I SPACE EASEMENT Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm 1 OF Alan G. Franklin p Lic. No. 35326 W 0 2 �s9 /.0 N A W CO (DZ U oJ> m NH J LLI > I— = Q W Z J ILL Z CQ o G W iJ Lu Q J Z LL_ ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 STORM STRUCTURE SCHEDULE STRUCT. # STRUCT TYPE STRUCT. LENGTH RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION 2A3 D1-38 10.0 358.15 379,40 352.31 94.98 LF OF 8" PVC 11.99 31.86 LF OF 18' HDPE @ 0.75% 2A2 DI -38 10.0 358.12 352.07 351.97 378.46 378.36 37067 364.17 363.97204.75 M2L4 62.85 LF OF 15" HDPE @ 0.75% 2A1 FES HDPE @ 2.98% 351.50 - 380.00 374,10 374.00 370.68 LF OF 8" PVC 2.45 22.66 LF OF 15" HDPE @ 8.38% 353.11 MH -1 - 376.00 2B3 D1 -3B 8.0 355.75 351.75 89.8B LF OF 8" PVC C& 8.10 % B10 MH 354.00 142.96 LF OF 15" 31.84 LF OF 15" HDPE @ 0.796% 2132 D1-313 6.0 355.75 351.50 351.40 0.65 % B9 MH 359.00. 345.12 344.92 159.48 15.34 LF OF 15" HDPE @ 0.65% 2B1 FES 120.71 LF OF 8" 353.0D 359,10 351.30 B8 MH 359.00 344.14 343.94 22.14 LF OF 15" HDPE @ 2.26 211 FES B7 MH 35525 358.50 342.53 2C2-1 D1 -3B 6.0 354.28 D1 -3B 350.28 374.47 367.12 DIP 0 0.65 % B6 MH 357.10 341.85 43.36 LF OF 15" HDPE @ 1,87% 2C2 DI -3C 10.0 354.20 349.47 349.37 D1 -3B 10.0 374.47 366.73 366.63 MH 344.00 338.54 338.34 50.08 LF OF 15" HDPE 5.73% 2M11 D1 -3B 6.0 2C4 D1 -3B 6.0 354.40 350.40 371.19 LF OF 8" PVC 0 31.84 LF OF 79.13 LF OF 15" HDPE @ 0.75°/ 2C3 DI -3C 8.0 354.20 349.81 349.71 124.70 LF OF S" DIP 0 0.75 % B2 MH 32.16 LF OF 15" HDPE @ 0.75% 2C2 D1 -3C 10.0 354.20 349.47 349.37 361.43 171.29 LF OF 8" DIP A 0.50 % B1 MH 338.00 332.70 91.42. LF OF 15" HDPE @ 1.50% 2C1 FES 2.74% 2M8 D1 -3B 348.00 364.36 357.46 357.36 % 2D3 DI -38 8.0 357.11 - 353.11 FMI-1-1 117.94 LF OF 24" HDPE @ 2.29% 2M7 32.38 LF OF 15" HDPE @ 0.74% 2132 D13B 6.0 356.82 352.87 352.77 S4 MH 375.33 369.37 369.17 67.57 LF OF 24" HDPE @ 33.73 LF OF 16' HDPE @ 1,69% 201 FES 350.75 0.75 % 352.20 MH 377.56 368.76 368.56 32.16 LF OF 24" HDPE @ 2.02% 2M5 DI -3C 6.0 358.00 350,10 350.00 375.61 366.81 366.61 2E3 D1 -3B 6.0 360.66 - 353.41 68.82 LF OF 30" HDPE @ 1.00% 2M4 D1 -3B 4.0 357.20 349.31 33.89 LF OF 15" HDPE @ 1.959/b 2E2 D1 -3B 6.0 360.00 352.75 352.65 PVC A 0.96 148.76 LF OF 3D" HDPE @ 1.00% 2M3 DI -3C 10.0 52.83 LF OF 15" HDPE @ 0.85% 2E1 FES 352.20 119.29 LF OF 30' HDPE @ 1.00% 2M2 MH -1 355.25 346,43 343.55 R6 MH 377.48 370.21 370.01 2F3 D1 -3B 8.0 363.46 - 359.46 1,57% 2M1 FES 208.06 LF OF 8" PVC @ 4.05 341.50 R5 MH 370.39 40.86 LF OF 15" HDPE @ 0.889% 2F2 D1 -3B 6.0 363.74 359.10 359.00 199.34 LF OF 8" PVC @ 0.81 % R4 MH 372.57 359.77 359.57 114.54 LF OF 15" HDPE @ 1.759/b 2F1 FES - 353.75 - 357.00 PVC @ 0.77 % R3 MH 367.73 358.43 358.23 18.92 LF OF 15" HDPE @ 4.65% 2M3 DI -3C 10.0 353.86 348,87 347.62 360.25 350.45 2G3 DI -3C 6.0 365.90 - 358.97 167.OD LF OF 8" PVC @ 2.72 % R1 MH 195.14 LF OF 15" HDPE @ 0.75% 2G2 MH -1 - 361.00 357.51 357.41 DI -1 360.75 PVC @ 356.75 % B7 MH 355.25 342.73 50.94 LF OF 15" HDPE @ O.BD°/ 2G1 FES - - - 357.00 12.75% 2M6 DI3C6.0 358.OD 352,85 350.75 R4-1 MH 1 2H2 D1 -3C 8.0 358.20 - 350.85 AA3 DI -1 - 355.75 - 352.75 38.84 LF OF 15" HDPE @ 0.51% 21-11 DI -3C 6.0 358.20 350.65 350.55 MH 108.15 LF OF 15" HDPE @ 0.92% AQ MH -i - 350.0D 71.78 LF OF 15" HDPE @ 0.65% A2 DI -3B 10.0 358.97 350.08 349.98 345.70 345.50 70.00 LF OF 15" HDPE @ 0.93% AA1 FES 351.DO A2-3 D1 -3B 8.0 364.54 357.29 357.19 220.7B LF OF 8" PVC A 94.00 LF OF 15" HDPE @ 1,89% A2-2 D1 -3B 6.0 362.66 355.41 355.31 150.20 LF OF 8" PVC 0 56.44 LF OF 38.94 LF OF 15" HDPE @ 1,41% A2-1 D1 -3B 10.0 362.66 354.76 354.66 189.99 LF OF 8" PVC A 5.47 % T5 MH 182.88 LF OF 15" HDPE @ 1.55% A2 M-3813 10.0 358.97 351.83 349.98 273.58 LF OF 8" PVC A 1.54 % 2M2-2 D1 -3B 6.0 355.13 125.69 LF OF 36" HDPE @ 1,58% Al FES 348.00 185.92 LF OF B" PVC @ 0.72 44.46 LF OF 15" HDPE @ 1.17% 2M2-1 DI -3C 6.0 354.86 347,61 347.51 225.79 LF OF 8" PVC @ 1.81 % 72 MH A4-2 D1 -3B 6.0 360.60 353.35 353.25 2M2 MH -1 - 355.25 344.80 343.55 207.9B LF OF 8" PVC A 4.00 % 40.58 LF OF 15" HDPE @ 0.74% A4-1 DI -3B 4.0 360.30 352.95 352.85 157.00 LF OF 8" PVC @ 1.06 % B3 MH 38.10 LF OF 15" HDPE @ 0,97% A4 DI -3C 6.0 359.73 352.48 352.38 48.10 LF OF 15" HDPE @ 1.85% 2N1 D1 -3B 8.0 355.13 348,23 348.13 213 MH -1 361.00 358.00 357.90 T7 30.58 LF OF 15" HDPE @ 10.89% 2102 MH -1 142.96 LF OF 12" HDPE @ 0.77% 212 MH -1 360.00 356.80 356.70 A14 MH 21.98 LF OF 12" HDPE @ 0,91% 211 FES Rul-1-15 356.50 204 D1 -3B 8.0 357.53 360.28 360.18 A13 IIMi 357.09 349.44 349.24 Rut -1-14 36.38 LF OF 15" HDPE @ 2.64% 203 DI -3B 2,19 D1 -3C 4.0 370.67 366.67 366.57 Rut -1-13 323.40 LF OF 8" 126.25 126.49 LF OF 18' HDPE @ 0.779% 2.18 MH -1 6.0 374.50 365.60 365.50 Rul-i-12 87.27 LF OF 8" DIP @ 0.60 % 44.85 LF OF 15" HDPE @ 1.11% 2,17 MH -1 201 375.66 365.00 364.90 352.04 351.94 87.81 LF OF 8" DIP @ 0.60 % A9 DROP 125.53 LF OF 15" HDPE @ 1.1Sok 2.16 0138 4.0 371.32 363.42 363.32 6.0 358.0D 350.10 35000 0.60 % A8 w 358.33 343.56 89.00 LF OF 15' HDPE @ 1.75% 2,15 D1 -3B 4.0 367.86 361.76 361.66 282.66 LF OF 8" DIP @ 0.60 % A7 AM -1 354.60 341.66 341.46 160.96 LF OF 15" HDPE @ 3.89% 2,14 D13B 4.0 361.50 355.40 355.30 0.87 % A 6 w 354.43 341.30 341.10 61.92 LF OF 63.85 LF OF 15" HDPE @ 3.21% 2,13 D1 -3B 6.0 360.25 353.25 353.15 Asa w 354.71 340.77 340.57 941-f5 40.68 LF OF 18" HDPE @ 0,989/b 2.12 DI -313 6.0 360.00 352.75 352.65 363.11 339.84 339.64 RKI-15 36.95 LF OF 18" HDPE @ 0.959/6 2,11 FES A4 w 357.65 352.30 336.66 RW -1-4 2Q4 FES - - - 367.15 A3 w 346.50 337.78 337.58 R41-1.3 2J8-1 D1 -3B 4.0 374.00 HDPE @ 369.80 2Q3 MH -1 W 377.00 366,70 366.60 22.22 LF OF 15" HDPE @ 5.85% 2,18 MH -1 DIP @ 374.50 368.50 368.40 HDPE @ 1.52% 202 DI -1 - 370.75 365.10 365.00 Rvil-f-1 I158.60 LF OF 10" DIP @ 0.46 % EXi w 35.44 LF OF 18" HDPE @ 1.95% 2J3-1 DI -3C 4.0 360.55 36431 356.55 39.65 LF OF 15" HDPE @ 2.02°/ 2.13 D1 -3B 6.0 360.25 355.75 355.65 363.61 363.51 2Q1-1 131-313 4.0 370.07 364.97 364.87 21<6 MH -1 372.00 367.90 367.80 46.36 LF OF 18" HDPE @ 1.21% 132.48 LF OF 12" HDPE @ 1A0% 21<5 MFH 376.21 366.48 366.38 103.05 LF OF 12" HDPE @ 0.97% 2134 MH -1 375.83 365.38 365.28 2R2 DI -3B 6.0 369.8D 363,90 363.80 181.72 LF OF 12" HDPE @ 0.99% 2K3 MH -1 368.91 363.48 363.38 47.39 LF OF 15" HDPE @ 2.22% 2R1 DI -3C 6.0 359.4D 36275 159.48 LF OF 12" HDPE @ 2.50% 2K2 MH -1 363.50 359.40 359.30 32.16 LF OF 15" HDPE @ 0,78% 2313 DI -3C 6.0 22.63 LF OF 12" HDPE @ 3.54% 2K1 FES 358.50 2R1 -A DIA 369.75 STORM STRUCTURE SCHEDULE, CONT. SANITARY STRUCTURE SCHEDULE STRUCT. TYPE STRUCT. LENGTH RIM ELEV. INVERT IN INVERT OJT PIPE DESCRIPTON MH -1 350.45 382.50 379,40 379.30 94.98 LF OF 8" PVC 11.99 % 112.00 LF OF 15" HDPE @ 0.75% MH -1 365.00 378.46 378.36 37067 364.17 363.97204.75 M2L4 142.75 LF OF 15" HDPE @ 2.98% MH -1 - 380.00 374,10 374.00 370.68 LF OF 8" PVC 2.45 22.66 LF OF 15" HDPE @ 8.38% 353.11 MH -1 - 376.00 372.10 372.00 89.8B LF OF 8" PVC C& 8.10 % B10 MH 354.00 142.96 LF OF 15" HDPE @ 5.18% 21-3 MH -1 358.5D 364.60 364.50 78.75 LF OF 8" DIP 0 0.65 % B9 MH 359.00. 345.12 344.92 159.48 LF OF 15" HDPE @ 3.39% 21-2 MH -1 120.71 LF OF 8" 353.0D 359,10 359.00 B8 MH 359.00 344.14 343.94 22.14 LF OF 15" HDPE @ 2.26 211 FES B7 MH 35525 358.50 342.53 2M13 D1 -3B 10.0 374.47 367.12 DIP 0 0.65 % B6 MH 357.10 341.85 341.65 38.84 LF OF 15- HDPE @ 1.00% 2M12 D1 -3B 10.0 374.47 366.73 366.63 MH 344.00 338.54 338.34 50.08 LF OF 15" HDPE 5.73% 2M11 D1 -3B 6.0 370.88 363,76 363.51 371.19 LF OF 8" PVC 0 31.84 LF OF 24" HDPE @ 0.94% 2M10 D1 -3A 2.5 370.86 363,21 363.11 124.70 LF OF S" DIP 0 0.75 % B2 MH 52.22 LF OF 24" HDPE @ 3.03% 2M9 D1 -3B 6.0 369.43 361,53 361.43 171.29 LF OF 8" DIP A 0.50 % B1 MH 338.00 332.70 332.50 144.84 LF OF 24" HDPE @ 2.74% 2M8 D1 -3B 10.0 364.36 357.46 357.36 % Al wq 335.75 331.45 1 331.25 FMI-1-1 117.94 LF OF 24" HDPE @ 2.29% 2M7 D1 -3B 8.0 360.56 354.66 354.56 S4 MH 375.33 369.37 369.17 67.57 LF OF 24" HDPE @ 3.64% 2M6 DI -3C 6.0 358.00 352.10 350.75 0.75 % S3 MH 377.56 368.76 368.56 32.16 LF OF 24" HDPE @ 2.02% 2M5 DI -3C 6.0 358.00 350,10 350.00 375.61 366.81 366.61 68.82 LF OF 30" HDPE @ 1.00% 2M4 D1 -3B 4.0 357.20 349.31 349.21 328.93 LF OF 8" PVC A 0.96 148.76 LF OF 3D" HDPE @ 1.00% 2M3 DI -3C 10.0 353.86 347,72 347.62 119.29 LF OF 30' HDPE @ 1.00% 2M2 MH -1 355.25 346,43 343.55 R6 MH 377.48 370.21 370.01 130.53 LF OF 3D° HDPE @ 1,57% 2M1 FES 208.06 LF OF 8" PVC @ 4.05 341.50 R5 MH 370.39 361.59 361.39 199.34 LF OF 8" PVC @ 0.81 % R4 MH 372.57 359.77 359.57 2M3-1 DI -1 - 353.75 - 349.75 PVC @ 0.77 % R3 MH 367.73 358.43 358.23 18.92 LF OF 15" HDPE @ 4.65% 2M3 DI -3C 10.0 353.86 348,87 347.62 360.25 350.45 350.25 167.OD LF OF 8" PVC @ 2.72 % R1 MH 356.00 345.70 345.50 2Z1 DI -1 360.75 PVC @ 356.75 % B7 MH 355.25 342.73 342.53 30.58 LF OF 15" HDPE @ 12.75% 2M6 DI3C6.0 358.OD 352,85 350.75 R4-1 MH 1 370.31 362.51 362.31 AA3 DI -1 - 355.75 - 352.75 R4 MH 372.57 359.77 359.57 RI -1 MH 108.15 LF OF 15" HDPE @ 0.92% AQ MH -i - 350.0D 351.75 351.65 207.20 LF OF 8" PVC @ 1.59 % R1 MH 356.00 345.70 345.50 70.00 LF OF 15" HDPE @ 0.93% AA1 FES 351.DO TB MH 390.00 382.20 382.00 220.7B LF OF 8" PVC A 1.82 2M6-1 D1 -3B 12.0 358.6D 352.70 352.60 150.20 LF OF 8" PVC 0 56.44 LF OF 15" HDPE @ 1.95% 2PA6 DI -3C 6.0 358.OD 351.50 350.75 189.99 LF OF 8" PVC A 5.47 % T5 MH 366.95 355.65 355.45 273.58 LF OF 8" PVC A 1.54 % 2M2-2 D1 -3B 6.0 355.13 348,23 348.13 185.92 LF OF B" PVC @ 0.72 44.46 LF OF 15" HDPE @ 1.17% 2M2-1 DI -3C 6.0 354.86 347,61 347.51 225.79 LF OF 8" PVC @ 1.81 % 72 MH 353.22 32.10 LF OF 15" HDPE @ 8.44% 2M2 MH -1 - 355.25 344.80 343.55 207.9B LF OF 8" PVC A 4.00 % Ti MH 345.70 336.90 336.70 157.00 LF OF 8" PVC @ 1.06 % B3 MH 340.50 334.89 334.69 2N2 D1 -3B 8.0 355.62 349.22 349.12 48.10 LF OF 15" HDPE @ 1.85% 2N1 D1 -3B 8.0 355.13 348,23 348.13 98.29 LF OF 8" PVC rrD 4.76 T7 30.58 LF OF 15" HDPE @ 10.89% 2102 MH -1 355.25 344,80 343.55 A14 MH 363.60 352.60 352.60 Rul-1-15 204 D1 -3B 8.0 357.53 360.28 360.18 A13 IIMi 357.09 349.44 349.24 Rut -1-14 36.38 LF OF 15" HDPE @ 2.64% 203 DI -3B 8.0 356.47 359,22 359.12 346.04 Rut -1-13 323.40 LF OF 8" 126.25 LF OF 15" HDPE @ 4.35% 202 D1 -3B 6.0 350.85 353,63 353.53 Rul-i-12 87.27 LF OF 8" DIP @ 0.60 % A10 98.13 LF OF 15" HDPE @ 1.52% 201 D1 -3B 6.0 358.44 352.04 351.94 87.81 LF OF 8" DIP @ 0.60 % A9 DROP 362.25 344.65 1 344.45 41.83 LF OF 15" HDPE @ 4.40% 2M5 DI -3C 6.0 358.0D 350.10 35000 0.60 % A8 w 358.33 343.56 343.36 R41-1-9 282.66 LF OF 8" DIP @ 0.60 % A7 AM -1 354.60 341.66 341.46 2P2 D1 -3B 5.0 370.36 365,48 365.38 23.72 LF OF 8" DIP @ 0.87 % A 6 w 354.43 341.30 341.10 61.92 LF OF 15" HDPE @ 1.08% 2P1 DI -3B 6.0 359.71 364.71 364.61 % Asa w 354.71 340.77 340.57 941-f5 82.23 LF OF 15" HDPE @ 0.91% 2M10 DI -SA 2.5 370.86 363,86 363.11 339.84 339.64 RKI-15 113.22 LF OF 8" DIP @ 0.69 A4 w 357.65 338.66 336.66 RW -1-4 2Q4 FES - - - 367.15 A3 w 346.50 337.78 337.58 R41-1.3 30.28 LF OF 16" HDPE @ 1.49% 2Q3 MH -1 W 377.00 366,70 366.60 WI -1-2 315.74 LF OF 8" DIP @ 99.00 LF OF 18- HDPE @ 1.52% 202 DI -1 - 370.75 365.10 365.00 Rvil-f-1 I158.60 LF OF 10" DIP @ 0.46 % EXi w 35.44 LF OF 18" HDPE @ 1.95% 201 DI -3C 6.0 369.71 36431 364.21 82.46 LF OF 1S" HDPE @ 0.73% 2M11 D1 -3B 5.0 370.86 363.61 363.51 2Q1-1 131-313 4.0 370.07 364.97 364.87 46.36 LF OF 18" HDPE @ 1.21% 2Q1 D1 -3C 6.0 369.71 364.31 364.21 2R2 DI -3B 6.0 369.8D 363,90 363.80 47.39 LF OF 15" HDPE @ 2.22% 2R1 DI -3C 6.0 359.4D 36275 362.65 32.16 LF OF 15" HDPE @ 0,78% 2313 DI -3C 6.0 369.4D 362.40 362.30 2R1 -A DIA 369.75 363,85 363.75 22.94 LF OF 15" HDPE @ 6.54% 2R1 DI -3C 6,0 369.40 362,25 362.15 2R1 -B DI -1 - 369.62 363.72 363.62 35.83 LF OF 15" HDPE @ 3.82% 2R1 DI -3C 6.0 369.40 1 362.25 1 362.15 SANITARY STRUCTURE SCHEDULE plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm NVTH OF k7R c, o V y Alan G. Franklin p Lic. No. 35326 W O 2 �s91 O N A IL F'�G U) i� uj j ,��( -M W W Q yUJ W�/ LL co (D Q Z U U 0J> `i > U) N >I- IY Lu z LL] 2 �U LLl 0- ZL LJ O z Q LLLum L L Q Q ''W � (n vJ W J z 0 LL ^ V ) KEY ISSUED: 04-24-18 SCALE: NONE REVISIONS: SHEET M. A RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION 36025 350.45 350.25 94.98 LF OF 8" PVC 11.99 % *-f- 357.65 338.86 338.66 B13 37067 364.17 363.97204.75 LF OF 8" PVC 0.67 % 374.40 362.60 362.40 370.68 LF OF 8" PVC 2.45 % B11 MH 360.73 353.31 353.11 89.8B LF OF 8" PVC C& 8.10 % B10 MH 354.00 345.83 345.63 78.75 LF OF 8" DIP 0 0.65 % B9 MH 359.00. 345.12 344.92 120.71 LF OF 8" DIP 00.65 % B8 MH 359.00 344.14 343.94 186.13 LF OF 8" DIP 00.65 % B7 MH 35525 342.73 342.53 104.45 LF OF B" DIP 0 0.65 % B6 MH 357.10 341.85 341.65 B1.53 LF OF 8" DIP 0 3.81 % B5 MH 344.00 338.54 338.34 56.48 LF OF 8" DIP ft 1.06 % B4 MH 346.00 337.74 337.54 371.19 LF OF 8" PVC 0 0.71 B3 MH 340.50 334.89 334.69 124.70 LF OF S" DIP 0 0.75 % B2 MH 338.00 333.76 333.56 171.29 LF OF 8" DIP A 0.50 % B1 MH 338.00 332.70 332.50 209.59 LF OF 8" DIP @ 0.50 % Al wq 335.75 331.45 1 331.25 FMI-1-1 S4 MH 375.33 369.37 369.17 54.39 LF OF 8" PVC 0 0.75 % S3 MH 377.56 368.76 368.56 130.54 LF OF 8" PVC 0 1.34 % S2 MH 375.61 366.81 366.61 201.27 LF OF 8" PVC 0 6.36 % S1 MH 364.40 353.80 353.60 328.93 LF OF 8" PVC A 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" PVC @ 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.OD 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 1 370.31 362.51 362.31 63.56 LF OF 8" PVC @ 4.00 % R4 MH 372.57 359.77 359.57 RI -1 MH 359.00 349.20 349.00 207.20 LF OF 8" PVC @ 1.59 % R1 MH 356.00 345.70 345.50 TB MH 390.00 382.20 382.00 220.7B LF OF 8" PVC A 1.82 % T7 MH 386.78 377.98 377.78 150.20 LF OF 8" PVC 0 7.68 % T6 MH 375.05 366.25 366.05 189.99 LF OF 8" PVC A 5.47 % T5 MH 366.95 355.65 355.45 273.58 LF OF 8" PVC A 1.54 % T4 MH 356.30 351.25 351.05 185.92 LF OF B" PVC @ 0.72 % 73 MH 362.51 349.71 349.51 225.79 LF OF 8" PVC @ 1.81 % 72 MH 353.22 345.42 345.22 207.9B LF OF 8" PVC A 4.00 % Ti MH 345.70 336.90 336.70 157.00 LF OF 8" PVC @ 1.06 % B3 MH 340.50 334.89 334.69 T7-1 MH 389.16 382.86 382.66 98.29 LF OF 8" PVC rrD 4.76 T7 MH 386.78 377.98 37778 A14 MH 363.60 352.60 352.60 Rul-1-15 246.67 LF OF 8'" PVC @ 1.28 % A13 IIMi 357.09 349.44 349.24 Rut -1-14 167.00 LF OF 8" PVC Q 0.60 % Al2 MA -I 363.65 348.24 346.04 Rut -1-13 323.40 LF OF 8" DIP @ 0.60 % A11 MH 363.50 346.10 345.90 Rul-i-12 87.27 LF OF 8" DIP @ 0.60 % A10 MH 363.00 345.38 345.18 Rut -1-11 87.81 LF OF 8" DIP @ 0.60 % A9 DROP 362.25 344.65 1 344.45 Rut -1-10 148.87 LF OF 8" DIP @ 0.60 % A8 w 358.33 343.56 343.36 R41-1-9 282.66 LF OF 8" DIP @ 0.60 % A7 AM -1 354.60 341.66 341.46 R41 -1b 23.72 LF OF 8" DIP @ 0.87 % A 6 w 354.43 341.30 341.10 Rvil-f-7 167.69 LF OF 8" DIP @ 0.75 % Asa w 354.71 340.77 340.57 941-f5 100.65 LF OF 8" DIP @ 0.72 % A5 MH 356.05 339.84 339.64 RKI-15 113.22 LF OF 8" DIP @ 0.69 A4 w 357.65 338.66 336.66 RW -1-4 116.65 LF OF 8" DIP @ 0.75 % A3 w 346.50 337.78 337.58 R41-1.3 163.99 LF OF 8" PVC @ 0.79 % A2 W 346.00 336.28 336.08 WI -1-2 315.74 LF OF 8" DIP @ 1.47 % Al MH 335.75 331.45 331.25 Rvil-f-1 I158.60 LF OF 10" DIP @ 0.46 % EXi w 340.37 330.52 329.59 plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm NVTH OF k7R c, o V y Alan G. Franklin p Lic. No. 35326 W O 2 �s91 O N A IL F'�G U) i� uj j ,��( -M W W Q yUJ W�/ LL co (D Q Z U U 0J> `i > U) N >I- IY Lu z LL] 2 �U LLl 0- ZL LJ O z Q LLLum L L Q Q ''W � (n vJ W J z 0 LL ^ V ) KEY ISSUED: 04-24-18 SCALE: NONE REVISIONS: SHEET M. A 370 360 350 340 330 320 3 3 3 3. 3 3 QO r V V O MW =Of`J -Mh .Wh- Q- 0nOi =g 0(n`) .0-0a N^=ONO y �(D�N n=YOJ� h K m �oVo-tc t7 O00 (n0 N�� +p hwmM U vii+v¢jnnM h U U Qs RADE U n 6K U v U M -6 K Rd 06 U w� mzz U U U o ^¢— PROPOSE GRADE u H a �Ugzl- a ¢— 0 '�Ogzz a rn irZZ a a C»O a a CSO a a C>O O CSO a a a Cj0 a Q CSO -- CL z� co O zz CL O a a � a a a a a a a E a W W kak W -- -- -------- W O W W kak W --- W W W W OPOSED GRADE k�k W k�k W --- k�k W II---- - ---------- ,PJISTING II — ----- ____ r — — — — — — — — _ _ — — \ I I -- II � Lu I I I 167. OLFOFB"PV @0.60% ---- — -- II f) 32340LF 8"D/P@0.6 % ---- ----�I _ _ _ �'F------- ---- ---------- ----- ---- ---- ---------- ---------- J --- 8781LFC 8"DIP@0.60 IL------- 8Z �i @0.60% L----, ---- ---- II II ---- ---- w ----- ----- ---- ---------- ---- ----------. ---- ---- ----- — -- ---- ---------- ---------- 11 ---------_I 1 116 651 c OF EDPo ---- ---- I I 113. -- 16399 LFO 8"PVC@f0. 991, o ---- ---- I T 375.74 LT OF "D/P�1.47% ----,— ---- ---T --- --- -- ---- ---- ----- ---- ---- ----- ----- ---- --- — ---- N EXISTING 8" SEWER M EXISTING SE1 VIER Q j 4 4 a 4 4 4 4 4 cn 4 Q @xx h R RR h 7 w h kO W W o W z W 10+00 11+00 EX SANITARY SEWER'A' PROFILE; STA. 10+00 - 16+60 SCALE: 1"=20'H; 1 "=10' V 12+00 13+00 14+00 15+00 16+00 370 360 350 c 330 320 370,, 360 350 330 320' 17+00 18+00 EX SANITARY SEWER 'A' PROFILE; STA. 16+60 - 23+40 SCALE: 1"-20'H; 1-10'V 19+00 20+00 21+00 22+00 23+00 m)y ! NNP O MW =Of`J -Mh .Wh- Q- 0nOi =g 0(n`) .0-0a m �oVo-tc ,O �+'c¢i�MmmM +p hwmM U vii+v¢jnnM h U U EXISTING RADE U U U v U M U U U U U U o o PROPOSE GRADE u H a a a ¢— 0 a a a a C»O a a CSO a a C>O a a a a Q CSO CL CL O a a � a a a a a a a a W W kak W -- -- -------- W W W W kak W — — — — kak W W W W W k�k W k�k W --- k�k W II---- 17+00 18+00 EX SANITARY SEWER 'A' PROFILE; STA. 16+60 - 23+40 SCALE: 1"-20'H; 1-10'V 19+00 20+00 21+00 22+00 23+00 m)y ! NNP O MW =Of`J -Mh .Wh- Q- 0nOi =g 0(n`) .0-0a m �oVo-tc ,O �+'c¢i�MmmM +p hwmM vii+v¢jnnM h EXISTING RADE K +tiMMm M PROPOSE GRADE ¢— 0 W ¢— ti C»O ti CSO W� C>O ti CSO O -- -- -------- — — — — -- M --- II---- ---------- II — ----- ____ r — — — — — — — — — \ I I Lu I I I 167. OLFOFB"PV @0.60% 32340LF 8"D/P@0.6 % _ _ _ _ �'F------- ---- ---------- ----- ---- ---- ---------- ---------- J 8781LFC 8"DIP@0.60 IL------- 8Z 7LFOF8"DI @0.60% L----, ---- ---- ----- ---- ---- —�-- — — ----- ----- ---- ---------- ---- ----------. ---- ---- ----- ---------- ---------_I ---- ---- ----- N M EXISTING SE1 VIER Q cn w o z m J U U U U U m 4 a R R 4 N Q W W W W W¢ 24+00 25+00 EX SANITARY SEWER'A' PROFILE; STA. 23+40 - 30+20 SCALE: 1"=20' H, 1"-10'V 26+00 27+00 28+00 29+00 30+00 370 360 350 QUO 330 320 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm 2Franklin V/Pc,TnW2'�G U W LL V Q Lu U) < Z J O Jm �\\ > Lu / Z Lu 2 Q OU LU 5- ZW U) � - LL <75; Q zQw L �>co Q Q 1-- Fr U) J Q Z_ LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm �PVTH OF kz c� VOO T Alan G. Franklin p Lic. No. 35326 W 0 2 �s9/ONAL F'�G 06 W C� LL V Q W Z J O Jm \\ > w> / Z W 2 Q W a- 7 w U) LL < Q ZQ W L a_i plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfrank!inpe.wm 0L1 H OF 1//P c� o ? V y Alan G. Franklin p Lic. No. 35326 W O 2 �s9/ONAL F'�G w� �6 W C� Li V Q Lu Z O\ j > W Lu z LuLLI 2<0U Lu a- ZW ci� - OL z< Q Z Q Lu co Z Q ``Q^^ Lu ly VJ U) J LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: GiJ r` m O N Or` r 00J WO N <n O yy m f7 m mJ r y O m In 'R f11 m J NN1�1 O h m N N J NO O r m e m mm Z+ ym C I f h N Z+ f l l h m N Z♦ y y C'l f h N z M M ID Z M M f") W m Z H ¢ N z~ ¢ N Z Z ¢ Nm Z h ¢Hof com z aH�>0 oom Z; ¢H mm >O Z; ow » Zz >O - 38 380 a a - - a a CD Cfl 370 370 EXISTING GRADE Q PROPOSED GRADE Cn ID z 360 '- 350 Q ,- 2 ' - - - - ----- ---- ---- ----- -- 350 - - - - - - - - - 1,p - - '- - - - - - 186.13 LFO fi"DIP 0.65 -�� /--- - --- 104.5LFOF8"DIP 0.65% E 2' 340 `/ LFOF8'DIP& 3.81% 340 371.19LF F8"PVC@0. 1% co N 1.a Q 33(_ ~330 1. ALL PVC SANIT RY MAINS TO BES R 26 PVC PIP STREAM WITH C SING PIPE 2. ALL DIP SANITI RY MAINS TO BEP 01 DIP. (DO NOT DISTURB STREAM!) w 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAI 4S AND S FORMDRAIN LINES HALL BE 12". z 4. THE K IINIMUM VERTI CAL SEPARAT ON BETWEEN SANITARY MAI S AND V ATEF t MAINS WATE LINE 18". J 3205. MAIN AIN T MI IMU COVER OVERSEWER. 320 N v N 5 5 5 5 5 0 5 5 < Om a a a a a a a X19+00 a 17+00 18+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 mw w gi 'i mom�c 10 IDo�w m�rrM Mem N Z M n N + M M N Z+ m m w to + M m N�Z 2 Naz a MJ z 338(Y - - N Z 380 ¢ _ _ ¢ EXISTING GRAD _ --- - PF OPOSED GRACE _-_ __-- -- 370 -- --- 370 360 - - - 360 o ___ _ _ -T co 350 N --- ----- -- ,,, - ---- ----- ---- --- --- - ---� - --- _--- G g10°/ FT 89 no350 ~ 78.75 LF OF 8" DIP @ 0.65% 120. 1 LF OF 8" DIP 6D.0.65% 340 1 -- - -340 04 = :10 LF JACK AND BORE UNDE + („)STREAM WITH ASING PIPE DO NOT DISTL RB STREAM!) Q 33 -- - ~ 330 w z X 320 z NOTES Z v 320 w H¢ 2. ALL DIP SANITARY MAINS TO BE P401 DIP. w FF HH F HF- HF- HF HH H FF- HF H 1-F- HH F H F H 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY 14AINS AND STORM DRAIN LINES SHALL BE I?". ¢ ¢ ¢ g Q 3 4. T E MINIMUM VE TICAL SEPARATION BETWEEN SANITARY 11AINS AND WAFER MAINS W ERLINE 18'. J J w w vavUov Uavvs J 0>a Uw>aw>s Uw>o_w>a w>awv 0v Uw w 0 0>a 0>a J>aJ>s UJ>a 0>a U Uw>s a0ro 5. MAINTAIN TMIN OVER M COVER O ER SEWER. > > > >- > >s > >s >a . a sv s> sa> m vv ov v v`v vv v a v 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 m2oom EXISTIN GRADE y N N m PROPO ED GRADE j Fwo - 380 370 ---- -------- ____ 370 204.75L OF 8" PVC .67 360 360 o d'JOO r h n WO 1. RTES: ALL PVC SANIT RY MAINS TO BE SDR 26 PVC PIPE. w J NOO O - m m I-Joi-mm h m O 'o Fr- O ' mm m F m v A mZ"Mc��iM 2. ALL DIP SANIT RY MAINS TO 13E P401 DIP. mZ+Mm m m ir' ir' in' mZ�mmmm yZ Mm ¢ F � z z ~ 2 0 3. THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND ORM DRAIN L NES SHALL B 12". ¢ ~ 2¢�0 ¢ F 2 Z Z I- �m� 0 ¢ 2 1- 2 0 ¢ j j O 4. THE MINIMUM VERTICAL SEP RATION BETWEEN SANITARY MAINS AND ATER MAINS WATERLINE 18" ¢ F O ¢ > > O EXISTING G DE ¢ F O 350 350 370 Z Z 5. MAINTAIN 3' MI IMUM COVER OVER SEWER. N m 37O 4OO N Z Z > PROPOSED G ADE Q 400 ¢ EXISTING DE A PROPOSED RADE ------------ 340 340 360 360 390 390 ----------------------- 1.2' 3'S T�98.29 2'3 F OF 8" PVC 4.76% 33 NOTES: AILL PVG SANITARY 0AINS TO BE 26 P-0 I -I 'PE. 330 350 350 3807 380 2. ALL IP SANITARY Z3 TO BEP 01 DIP. � 207.20 LF F 8" PVC @ 0 L 1 3. THE MINIMUM VERT CAL SEPARAT ON BETWEEN SANITARY MAI 14S AND STORf I DRAIN LINES SHALL BE 12". 4. THE MINIMUM VERT CAL SEPARAT ON BETWEEN SANITARY MAI S AND WATER MAINS WATERLINE 18". 1.2 5. MAIN AIN T MINIMU COVER OVERSEWER.FIT k T x 320 320 340 340 370 370 N <5 3 5 5 5 UU UU U U U U U U U U 0 0 3 d 0 0 U U U U > a 3 a m a V 31+00 32+00 10+00 11+00 12+00 10+00 11+00 SANITARY SEWER'B' PROFILE; STA. 30+20 - END SANITARY SEWER'R14 PROFILE SANITARY SEWER77-1' PROFILE SCALE: 1"=20' H; 1"=10' V SCALE: 1"=20' H; 1"=10' V SCALE: 1"=20' H; 1"=10'V plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfrank!inpe.wm 0L1 H OF 1//P c� o ? V y Alan G. Franklin p Lic. No. 35326 W O 2 �s9/ONAL F'�G w� �6 W C� Li V Q Lu Z O\ j > W Lu z LuLLI 2<0U Lu a- ZW ci� - OL z< Q Z Q Lu co Z Q ``Q^^ Lu ly VJ U) J LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm w� W (� W V LL V Q Lu (1) < Z J U 0 _j m LU / Z LLu 2 Q O Lu U) °Z< Q Z Q Lu Q Q 'L: 0. VJ J Z LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: LO J O (n N r� n 0 N fY J N (nO<(ON q- ;q N n N H V d' N (n N0000 N V V N [[ J n NO NIS n N N _ODNNN 41 rM(�')CV') a¢gzz� CV'lr N Z ¢�g,z� M M M O a�gzz� M M M M N Z aa� M M O �a,ir»0 �¢� �¢� mow � 0 O N zz; 0WZ° cow ZZo 390 ¢ Q 90 U) 380 1 ALL PVC SANITARY MAINS TO BE SDR 2 PVC PIPE. z 2. ALL DIP SA q1TARY MAINS TO BE P401 DI . 2. THE MINIM M VERTICAL SEPARATION B TWEEN SANT ARY MAINS A D STORM DRAIN LINES SHAL BE 12". = 380 4. THE MIN IMI JM VERTICAL SEPARATION B TWEEN SANII ARY MAINS A D WATER MAI S WATERLIN 18". U E. MAINTAIN XMINIMUM COYER OVER BEV ER. 370 EXISTINGGRADE_T � PROPOE ED GRADE 370 — — — — — — — — — — ---- ----- 1AR 91 F r)F fl- Pvc 360 - ---- — -- ----- ----- ---- ---- ---- — 224.50 LF DF PVC 3.470 --- 360 --- ,.r a 350 167.00 LF 6.6' 44.3' 170. 0 LF OF 8" P 1.59°0 a 350 w Z 40 ¢ 5 3 3 5 5 5 5 3 5 t10'r 340 U U U U U U m N v a v `v 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 awarrr N NMM J J 00 fq J r• 1nr (nJOM� MO-- w N fON ai ai O aio�� y0�{ N O�Jnm ' y0.=vi s w N + mmm Z +MMM w Z MM N Z + NZMM °0Y } fn"JM Z Q Z Q N Q Z Q >O «�>O «ERO «�> <F�0 Z N Z'— N �'— (STING GRAD Q 390 390 Q 390 39 P OPOSED GR DE + 380 — — 380 380 — 380 EXISTING GRADE — — — _ — — `— — _ w PROPOSED GRADE ---- _--- z _ J _ O 370 _ — — — 370 370 CO 370 U 2.8 ---- — __ 4.0 208.06 LF O B" PVC — _I -------- --- �g ----- ---- — 360 4 360 360 w 360 z_ J 350350 350 U 350 ,. ALL VC SANITARY MAINS TO BE DR 26 PVC PI E. Q 2.. ALL IP SANITARY MAINS TO BEP 01 DIP. c G 3. THE INIMUM VERTICAL SEPARA ION BETWEEN SANITARY MA NS AND STOR DRAIN LINE SHALL BE 12". X 4. THE INIMUM VERTICAL SEPARA ION BETWEEN SANITARY MA NS AND WATE MAINS WAT RLINE 18". w 340 Z 5. MAIN AIN 3' MINIMUM COVER OVER SEWER. 340 340 340 N W N N Q 5 5 5 5 5 5 5 5 5 g 5 3 d 0rn 0 0 0 0 0 0 0 0 0 0 0 > > > w > > > > > > > > > o N m n m _ a m a a m m a m a "v °D a "v e a e e :a v `v 17+00 18+00 19+00 20+00 21+00 17+00 SANITARY SEWER'R' PROFILE; STA. 16+60 - END SAN. SEWER'S' PROFILE; STA. 16+60 - END SCALE: 1"=20' H; 1"=10' V SCALE: 1"=20' H; 1"=10'V JON .=00000 V V N V1 J m fn ON V OJ.fO V M.M N N w J N (q OGI w O ow u)=� Z M M M M mmmm N=Mt0 Z +MMM z.� w + Z# MM C>O �¢ >O QNK»O a z '— QF cow z, 0 z> 390 390 1. ALL PVC SANITARY MAINS TO BE SDR 26 PVC PI E. 2. ALL DIP SANITARY AAINS TO BE P401 DIP. 3. THE MINIMUM VER ICAL SEPARA ION BETWEEt I SANITARY MI INS AND STOP M DRAIN LINES SHALL BE 121,, 4. THE MINIMUM VER ICAL SEPARA ION BETWEEq SANITARY MI INS AND WATER MAINS WATERLINE 18". 5. MAINTAIN 3' MINIM M COVER OV R SEWER. — — — — — — — — 380 380 — _ EXISTING GRADE — PROPO D GRADE 370 --- —-------- °. .3' 370 ___ — __— 130.54 LF F8"P C 1: ---- ---------- — — — — -- — ----- ---- ---------- co + ---- --- —17' _--- 7T .27 LF OF 8"PVC 6.36° 77F �_° 360 -- -- .360 ---- 1.4' 2.9' 4.3' 4.3' W 350 z 350 J 12 U 5< 5< 5< z 340 340 N N N N 0 of Qis Q Q~Q Q O O J J J r0 a U U U U a U > U > U > U > 0 > U > U > a ur a a a a o a a a a a a a o [O w61 V N N V V> V N r V [O V V V V < V V CI 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SANITARY SEWER'S' PROFILE; STA. 10+00 - 16+60 SCALE: 1"=20' H; 1"=10'V plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm w� W (� W V LL V Q Lu (1) < Z J U 0 _j m LU / Z LLu 2 Q O Lu U) °Z< Q Z Q Lu Q Q 'L: 0. VJ J Z LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm �PLTH OF p P c� I- 9) VO T Alan G. Franklin p Lic. No. 35326 W 0 4 SSS"ONAL F'�G 06 V LL V Q Lu /n z U< � O oJ> W Luz Lu 2 Q O Lu H- ZW ci� _ °Z< Q z Q Lu Lu U) J Q z LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: SHEET M. A 111JOONOJ NO+Naa (O OO4 f JNAO WO_ -Ow f JMN U) ON Nmmm V N HJn�r y0 N Na; u) t h M M M V! + zw M M Q Z Z h Q r 2 Z Q m Z h Q Z air>;0 aN�> aha>o �a�> co Z 400 400 a - a - CD+ 390 390 U) Lu z_ 380 J 380 1. ALL PVC SANITARY MAINS TO BE SDR 26 VC PIPE. U 2. ALL DIP SAN ITARY MAINS'"O BE P401 DIP. 3. THE MINIMUM VERTICALS PARATION BETWEEN SANIT RY MAINS AND STORM DRAI LINES SHALL BE 12". Q 4. THE MINIMUM VERTICALS zPARATION BETWEEN SANITARY MAINS AND WATER MAIN WATERLINE 8". 5. MAINTAIN T MINIMUM COVER OVER SEWER. 70 3 370 EXISTING GRADE _ — — PROPOSED GRADE— — — — _ __ -- -- 360 360 350 25.79 LF OF 8" VC 1.81% __-- -- — ----- — ----------350 / __--------- ---- — 3.9' -- ------ 1 279 LF OF 8" VC 4.00% 340 340 167.00 LF 0 8" PVC a 1.08 / ==T k 330 330 N W N Q N 3 > 5 5 3 5 5 5 5 5 0 0 a 0 rn o E' a a y a a a >1> a W to 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SANITARY SEWER'T' PROFILE; STA. 10+00 - 16+60 O F JNv�N OuMi o NOm°-0NNN 0M�) NZ+++M aN �>OaFP>O aFP 0 400 N Z> NN Z> �N 400 + - - - 39 390 w z 380 z _ --------- 380 Q EXISTING GRADE =D y PROPOS GRADE - - 370----------------------------------- — -- -- --------- - ---- ----- ---- ---- ------ 7.68% 370 156.20 LF - --_ — - — — _ — — — _---_-- 4.5' -T 360 — -- -- --- — --�� 1 9.99 LF OF 8" VC 5.47% 1.6' CD + 360 — -- — M 273.58 F OF 8" PVC 1.54% Q 350 185.92 Lf OF 8" PVC .72% 1:6' 350 w z 34 NOTES: 34 2. ALI DIP SANITAR MAINS TO BE P401 DIP. Q 3. THE MINIMUM VERTICAL SEPAR kTION BETWEE N SANITARY N AINS AND ST RM DRAIN LINES SHALL BE 1 ". 4. THE MINIMUM VERTICAL SEPAR, kTION BETWE N SANITARY N AINS AND WAI ER MAINSWA ERLINE 18". 5. MA NTAIN 3' MINI UM COVER O ER SEWER. 330 Z 33O _ N N N � W 5 a 05 of 0 < a a a a 0 a Q~ a a a J 0 J J J J J J J J J v U U U O O v v a v v O 0 a a a a a a a a v a a a a zo o v v v 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SANITARY SEWER'T' PROFILE; STA. 16+60 - 23+40 SCALE: 1"=20'H; 1"=10' V J V Omrcrr r` W W% FJNOO yOoi�N N g z z it EXISTING PROPOSED RADE GRADE ¢ N M S a p 4 yN Z2 a s V) V! > 400 400 a ----- - ---------- 390 -- -- - 390 ___ tiJ YJoLq ruguow O om m m m m G= M M Z M M M M Z+ �— �¢� EUS>j0 0 220.78 LF OF " PVC @1.82° 380 380 380 < - <� 380 , E ISTING GRAD OPOSED GRADE 150?0 LF F ;70 370 370 370 0 RT + ---- ---- ----- --- M N NOTES: 63. 6 LF OF 8" PV @ 4'00% 1. ALL PVC SANITARY AINS TO BES R 26 PVC PIPE. 360 2 Al I DIP SANITARY MAINS TO BEP,, 360 360 360 F- 3. THE INIMUM VERTI AL SEPARATI N BETWEEN ANITARY MAI SAND STOR DRAIN LINES HALL BE 12". 4, THE MINIMUM VERTI AL SEPARATI N BETWEEN ANITARY MAI S AND WATEF MAINS WATEF LINE 18". 5. MAINTAIN TMINIMUM COVER OVEF SEWER. w z 350 — 350 350 350 5 5 5 5 5 5 U U U U U U U U U U > Q a > a > a > a > a > a > a > a > a > a > > a a a 25+00 26+00 24+00 10+00 10+60 SANITARY SEWER'T' PROFILE; STA. 23+40 - 30+20 SANITARY SEWER'R4-1' PROFILE SCALE: 1"=20' SCALE: 1"=20' H; 1"=10'v H; 1"=10'V plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm �PLTH OF p P c� I- 9) VO T Alan G. Franklin p Lic. No. 35326 W 0 4 SSS"ONAL F'�G 06 V LL V Q Lu /n z U< � O oJ> W Luz Lu 2 Q O Lu H- ZW ci� _ °Z< Q z Q Lu Lu U) J Q z LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: SHEET M. A Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm U W VJ U J o J> LL m 0 L.L W Z 2 z 77 LLLJ J O Z Q Lu Z � Q QQm � > J Q Lu Lu ly J Q Z LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: C) + EXISTING GRADE (O PROPOSED GRADE Q to EXIS ING GRADE � PRO OSED GRAD J SHA LOW WATERL NE UP ?.9' TO MINIMUM OVER � w 400 400 - U TO PR VIDE 1' CLEA NCE z J ARCH RIDGE � 2 QFROM — 3.5' MIN. COV R — "CLASS 52 DI — — ATERLINE F777 —__-7�— — � 8" LASS 52 DIP W —_------- — — W W W W W _— -- __-- W — W W W � W 390 390 W _U U_ _U U_ 2' U_ U_ _U 5w; 5w; W W w W W w w W W W w W w W W W N �� �- w V) w W c7 Z (� W Z N W (� (� to Ul Ul (� V! y ul � W¢ W Z Z N � V! W W F� W W N � W W V! W W N W W W W W W W W W O FLL - F� V) W 0 U !- 0 -� w 0 0 0 0 z rn m m �' H H - -� U H a 3 x¢ � 3 w 33 33 3 3 3 3 3 380 380 a - io > 3 3 'O W V7 W 'rr n) N t0 LL W a0 <O a0 m 370-- 370 7T_ 7� - ------------ 360 360 U U 350 350 W w d M °D W H it UO �o m 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 400 400 390 390 380 380 -7 370 370 35MIN. CC VER 3.91 36 360 1. 3505w;350 of 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 - - - - -- -- GRAD 380 --- ---- --- _ PR POSED GRADE 370 --------- -- - ----- -- 370 3.5'MIN. COVER -- -- ---- ------------ _ 8"CLA S52 DIP — —__,—_ WATE LINE _ _ 360 — - -- ---_ 360 1.3' 1.3' 4.2' 350 - 350 , 8, I w w w w w w w w w w w w 0. 0o 0 0 0 0 0 0 0 0 0 0 0 �0 0 0 ao 340 >� o 340 �- W w W 0 V) W m WW N N V! W W V) Ul W V) N W v! ❑ W W w w �< ¢ W w N w 0 M" w mi W w of X x m K K K K d' W m K W LL d' lY W J ~� ~ N H F H HH F F F O F m H FW- 3 N W W TOLL ` N iN w w 3 N aD 10+00 11+00 12+00 13+00 14+00 15+00 WATERLINE'S' (MEANDER) PROFILE SCALE: 1"=20' H; 1"=10'V Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm U W VJ U J o J> LL m 0 L.L W Z 2 z 77 LLLJ J O Z Q Lu Z � Q QQm � > J Q Lu Lu ly J Q Z LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: C) + EXISTING GRADE (O PROPOSED GRADE Q EXIS ING GRADE � PRO OSED GRAD J SHA LOW WATERL NE UP ?.9' TO MINIMUM OVER � w - U TO PR VIDE 1' CLEA NCE z J ARCH RIDGE � 2 QFROM — 3.5' MIN. COV R — "CLASS 52 DI — — ATERLINE F777 —__-7�— — � 8" LASS 52 DIP W —_------- — — W W W W W _— -- __-- W — W W W � W W W _U U_ _U U_ 2' U_ U_ _U 5w; 5w; W W w W W w w W W W w W w W W W N �� �- w V) w W c7 Z (� W Z N W (� (� to Ul Ul (� V! y ul � W¢ W Z Z N � V! W W F� W W N � W W V! W W N W W W W W W W W W O FLL - F� V) W 0 U !- 0 -� w 0 0 0 0 z rn m m w¢ H H - -� U H a 3 x¢ � 3 w 33 33 3 3 3 3 3 xc� x¢ a 3 io > Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm U W VJ U J o J> LL m 0 L.L W Z 2 z 77 LLLJ J O Z Q Lu Z � Q QQm � > J Q Lu Lu ly J Q Z LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: + EXISTING GRADE (O PROPOSED GRADE J SHA LOW WATERL NE UP ?.9' TO MINIMUM OVER � - U TO PR VIDE 1' CLEA NCE ARCH RIDGE � QFROM � 8" LASS 52 DIP —_------- — — _— -- __-- ---- — W TERLINE 2' w w w � W> w w w w w w w w c7 w w W W W N � W V! W N W W W W 0 0 0 w 0 0 0 0 z rn m m w¢ m w a � w io > 3 3 'O W V7 W 'rr n) N t0 LL W a0 <O a0 m Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm U W VJ U J o J> LL m 0 L.L W Z 2 z 77 LLLJ J O Z Q Lu Z � Q QQm � > J Q Lu Lu ly J Q Z LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 06 fn W V co u) U < J -j m 0 L.L W z 2 < 0U z 77 w J O Z Q Lu Z Q Lu >Q Q \ m J J Q Lu VJ J Z LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: SHEET NO 380 380 EXIS1 ING GRADE PROF OSED GRADE 370 370 -- — ---- --- 3.'MIN. COVER ----- —_— 360 --- — — --- 360 ---- --- — ---- a" CLASS 52 DIP 350 350 4. ' > io > 1.9' v v v v v v v v v 3 o v 3 v v m > > s s >- s > s s s s s s 340 �- W W W W W W W W W ul �' W w W W N' 340 W W V! V! N V! ul ul ul ul N Z W Z N W Z V) to W Z wZ K K K K K K K of K Q W- K K Q K K W- F W i o W Q Q Q Q Q Q Q Q Q W Q Q Q Q i D W xx Q 3 3 3 3 3 3 3 3 3 a Q 3 3 a 3 3 xQ 10+00 11+00 12+00 13+00� 14+00 15+00 16+00 WATERLINE 'T' (MOOSE) PROFILE SCALE: 1"=20'H; 1"=10'V ROVIDEGRAD AL DEFLECTION O PIPE TO PAS WATER UNDER STORM TO EXISTING GRADE ROVIDE 12" MIN. SEPARATIO —PROPOSED GRADE FROM STORM 370 370 PROVIDE GRA DUAL — — ------ -- ---- — -- ----- —_ DEFLECTION FPIPE TO PA S 3.f'MIN. COVER — — --- WATER UNDER STORM TO ----_-- --- _--- — PROVIDE I2" IN. SEPARATI N --- — — --' FROM STORM _ 360 --- _ 360 -_ __- 6"CLAS 52 DIP --------------------- ---- WATERLINE 350 z.r 0 350 0 Q ~ 340 - 340 W > > Z O w w w w 0 w w w w wJo `;o U U U U iG U U U O U 2 W s 330 330 N W - W w W co W co W N W co N w N W V! N W N w N I— X W w Z Jof of Z rL rL K W W o CL Z Z K K fL Q `(p H 0 w W w W w W W w w W H- - w W O w F W m w m W F W F w F ro>w X d ¢ a moi Q �i Q �i a �i fou X Q a a ?i N N �i OJ _ (O > N r t0 IL � N N r- N r t0 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 370 370 EXISTIN 3 GRADE -- — — — PROPO ED GRADE 360 ------_— --- ---- ---- ---- ---- — — ----- 360 350 14 - - - _ _ 350 WATE LINE 3.5- MIN. COVE ---- — — —— ——--- — — — — ------- _ 1 — ------ 340 340 1 s' > F cD m W w w o W w W W w > w W v w v w W v w w U w w > 330 4 8 s > g > 4 > �N 3 > > > �� 330 W W W W W W W W# W N t7 (n N N N to N N to N z y ar vl to (n a " W W W W W N W W W NL-6— WZ K K of of of K K K of K K K d a K � w W W w w w W W W W w V) W W H of FF F H F F 1-m W Q Q a Q Q Q Q a Q Q > XQ -d'n m v m io m c0 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 plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 06 fn W V co u) U < J -j m 0 L.L W z 2 < 0U z 77 w J O Z Q Lu Z Q Lu >Q Q \ m J J Q Lu VJ J Z LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: SHEET NO Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm PLiH OF I, c� o V y Alan G. Franklin p Lic. No. 35326 W O 4i SSS/ONAL 1 U W VJ vJ U J o J> LL m Q W z 2 < �U z 0- Z w J OOZQ W z � Q < co > J Q H ly J Z_ LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: PHASE EXI TING GRADE EXI EXISTING GRADE WATERLINE PHASE PROPOSED GRAD PROPOSED GRAD WATE INE PROPOSED GRADE . — 3.5' MIN. COVIR JGRAD 3.5' MIN. CO ER — ---- 8" CLASS 52 DIP yJATERLINE 3.5' MIN. COVER 380 E" CLASS 52 DIP =Z� CLASS wZ WATE INE ~Ja' 380 XQ WATERLI E m U U U 370 io z U 70 8 CLASS 52 DIP ~� pW0 H F U H � 360 Q m X Q W ATERLINE N N N N W W Z 360 J L W W W W F� Z W W W W W W W W Q W W W W W W W W W W W W W > > > > > >> W W > W > >> >> >> >> >> >> W W W � W W__ W ; W W W W W W W W W W W lq t0 N W p N V) UJ UJ VJ � N UJ V) y Vi Ul N U V! N y V! (� W w Ww�� W 350 W ww w W 2-1 W W W w W W W w W W W w >a m a a a a a a s a s a s a s a s a s coo 350 3 � x=xc� 3 3 3 3 3 N � 340 io rti a - � iuLL ro m N 0 13' 330 30 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 380 380 370 370 360 360 LO 350 350 340 340 Ju 330 330of It EO 16+00 17+00 WATERLINE 'W' (CATTAIL) PROFILE -; STA. 15+20 - END CrAI F. ry=vm u. r -=Ing v 370 370 380 380 360 360 370 370 7 350 350 360 360 340 340 350 350 10+00 11+00 12+00 10+00 11+00 WATERLINE 'Y' (VILLAGE) PROFILE WATERLINE T (STEAMER) PROFILE SCALE: 1"=20'H; 1"=10' V SCALE: 1"=20' H; 1"=10'V Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm PLiH OF I, c� o V y Alan G. Franklin p Lic. No. 35326 W O 4i SSS/ONAL 1 U W VJ vJ U J o J> LL m Q W z 2 < �U z 0- Z w J OOZQ W z � Q < co > J Q H ly J Z_ LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: PHASE EXI TING GRADE EXI EXISTING GRADE WATERLINE PHASE PROPOSED GRAD PROPOSED GRAD WATE INE PROPOSED GRADE . — 3.5' MIN. COVIR JGRAD 3.5' MIN. CO ER — ---- 8" CLASS 52 DIP yJATERLINE 3.5' MIN. COVER E" CLASS 52 DIP =Z� CLASS wZ WATE INE ~Ja' XQ WATERLI E m U U U io z U 8 CLASS 52 DIP ~� pW0 H F U H � Q m X Q W ATERLINE N N N N W W Z J L W W W W F� Z W W W W W W W W Q W W W W W W W W W W W W W > > > > > >> W W > W > >> >> >> >> >> >> W W W � W W__ W ; W W W W W W W W W W W lq t0 N W p N V) UJ UJ VJ � N UJ V) y Vi Ul N U V! N y V! (� W w Ww�� W W ww w W 2-1 W W W w W W W w W W W w >a m a a a a a a s a s a s a s a s a s coo 3 3 � x=xc� 3 3 3 3 3 N � io rti a - � iuLL ro m N Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm PLiH OF I, c� o V y Alan G. Franklin p Lic. No. 35326 W O 4i SSS/ONAL 1 U W VJ vJ U J o J> LL m Q W z 2 < �U z 0- Z w J OOZQ W z � Q < co > J Q H ly J Z_ LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: PHASE EXI TING GRADE EXI TING GRADE WATERLINE PHASE PROPOSED GRAD PROPOSED GRAD WATE INE 3.5' MIN. COVIR JGRAD 3.5' MIN. CO ER — �:2`--- 8" CLASS 52 DIP yJATERLINE � E" CLASS 52 DIP =Z� wZ WATE INE ~Ja' XQ C7 m U U U io z U ~� pW0 H F U H � Q m X Q W N N N N Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm PLiH OF I, c� o V y Alan G. Franklin p Lic. No. 35326 W O 4i SSS/ONAL 1 U W VJ vJ U J o J> LL m Q W z 2 < �U z 0- Z w J OOZQ W z � Q < co > J Q H ly J Z_ LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: PHASE EXI TING GRADE WATERLINE PROPOSED GRAD 3.5' MIN. COVIR JGRAD 8" CLASS 52 DIP yJATERLINE � =Z� wZ aK0 O4? ~Ja' XQ W z U U U U N N N N W W Z J L W W W W F� Z X Q Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm PLiH OF I, c� o V y Alan G. Franklin p Lic. No. 35326 W O 4i SSS/ONAL 1 U W VJ vJ U J o J> LL m Q W z 2 < �U z 0- Z w J OOZQ W z � Q < co > J Q H ly J Z_ LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: PHASE EXI TING GRADE WATERLINE PROPOSED GRAD 3.5' MIN. COVIR 8" CLASS 52 DIP yJATERLINE � =Z� wZ aK0 O4? ~Ja' XQ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm PLiH OF I, c� o V y Alan G. Franklin p Lic. No. 35326 W O 4i SSS/ONAL 1 U W VJ vJ U J o J> LL m Q W z 2 < �U z 0- Z w J OOZQ W z � Q < co > J Q H ly J Z_ LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm PVTH OF I, c, o ? V y Alan G. Franklin p Lic. No. 35326 W (0 2 SSS/ONAL F'�G w� W fn W V vJZ VJ U < J o J> LL m Q W z T- 0- Q OU Z 0- 7 w J LL C W z G a Q m � > J W Q 1-- U) U) J Z LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: -F ^1 370 EXISTING GRA E PROPOSED GRA E E ISTING GRAD PR POSED GRAD — — LAgSS ROCK RD — — _ 1.6' 360 .5' MIN. 66-VER — 7.5' 3.5' MIN. CON ER ,, — — ---- ----- ---- — _ ;,' ----- - - — --- 350 \ `— --- —� '-- — --- 8" CLASS 52 DIP 3' WATERLINE 340 -� 3 co w io d,U U m U U U U 3 Z > s > s s > 330 - N W N W y N W N W V) Q N W V) W V) W N V) Z W W ❑ W W W ❑ Z ❑ Z of 2 d' W W— Z 2 = f f ~K O f ..OfW >xaxC7 o umO '¢ u? 3 3 ¢ !bo x io IL N N N x¢3c5ip N>i C�1 m 'r �15+00 W 10+00 11+00 12+00 13+00 14+00 16+00 WATERLINE'X' (LAZY BRANCH) PROFILE; STA. 10+00 - 16+60 SCALE: 1"=20'H; 1"=10' V SHALLOW WATERLINE UP TO 3' OF M NIMUM COVER TO PROVIDE 370 .IRA. CFR DGE 70 (11 4SULATE WATERLINE) I SHALLOW WATERLINE JP TO 3' OF EXISTING GRADE MINIM JIM COVER TO PROVIDE 1' PROPOSED GRADE _ CLEAPJ NCE FROM BC X CULVERT (INSULATEWATERLINE) 360 -A _ JVqGo 3.5'MIN. COVER — ----- (O ------- — + ---- ----- N ---- ------ 1.5 ---3.3' -- -- ,.9' 350 350 , w w w 340 = 340 W C7 W C7 330 > m—k330 of N ik N W F Z� w>z w= wz W OUB 00 H U' Q F -LL H� W F F•- iD > `N W f- Q e > Wco Xaa m XO X>Q y EXU' XJ m�� aDU aoN 17+00 18+00 19+00 20+00 21+00 22+00 23+00 WATERLINE'X' (LAZY BRANCH) PROFILE; STA. 16+60 - 23+40 F PROVIDE GRADUAL E ISTING GRAD DEFLECTION ASS P OPOSED GRA E ER ER STIPPEEMTO 370 TC 70 PROVIDE 12" MIN. SEPA ION -- ---------_ FROM STORM -74 5 -- -- 360 360 --- � --_— --- 3.5'MII 1.COVER p + --- a.a' --- -- _— -- — ---- --- N N N 8" LASS 52 DIP _ — _ ---- -- ----- — — _ — -- ---- WA ERLINE ��-- , 1.T co 350 350 F- ROVIDE GRADUAL EFLECTION OF PIPE TO PAS W Z ATER UNDER STORM TO CLASS 52 DI — ROVIDE 12" M N. SEPARATIO 4 ATERLINE 340 340 H � o Q w w w W m W w w w w ww uD U U U U W U U U U U U U 330 - s s s s s M s s ss ss �' N W W W W N a N W W W N W W W W W N N N V) V) a N (�10� V! V! V! V) V) W Z Z W ❑ F J W U F LL W W W W W W W W W WW m O H H H H O U O E, H m H O H H E - 6w a ¢ ¢ ¢ -v ¢ fc> a ¢ F a a a¢ ¢ X¢ `-' x 3 io 2i 'rr - _ - w U 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 EXISTING GRADE PRC POSED GRAD 370 LAZY BRANC CUL DE SAC 370 SHALLOW WATERLINE UP — -------------- PROVID GRADUAL — ---- T03'OF MINIMUM COVER DEFL CTION OF PI E TO PASS— PROVIDE RADUAL TO PROVI E 1' CLEARANCE ATER UNDER TORM TO — — — DEFLE TION OF PIPE O PASS FROM BOX CULVERT PROVI E 12" MIN. — ©WnrW — 360 360 O PROVID 12" MIN. SEPARATION BE PARATION FROM STORM N FROM STORM + 350— ---_ — 350 —IT _ — — 11.2,. 8" CLA S 52 DIP WATE LINE 340 340 w W U W W W W Z W W W W W W W W W W W W W W U g g O U v g g g 2 g o g g o g o N 330 s - >- >- 330 W W W N W tY W W W N W W N W W W W W W W W W # m a rn U co V) m y m (n m rnOf m mif V) w co m X W co a mW� of it of OW of of W w W O W W� W r._ W W O W W O N wwW W w W Zp: W WF F J FF F F F F F F- F F F a E- ¢ mU a w> ¢ ¢ ¢ ¢ a ¢ a ¢ ¢ a a Wi 3x 3 xc� 3 3 3 0 3 3 3 3 3 3 mx il 0 m W io - c� m ao io 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 Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm PVTH OF I, c, o ? V y Alan G. Franklin p Lic. No. 35326 W (0 2 SSS/ONAL F'�G w� W fn W V vJZ VJ U < J o J> LL m Q W z T- 0- Q OU Z 0- 7 w J LL C W z G a Q m � > J W Q 1-- U) U) J Z LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: FRAME & COVER SEE FIG. 5-1-0, E STREET SURFACE OR j/ NON—PAVED AREA SLOPED AREA J 1'-0" MAX 2'—C' RUBBER COATED STEEL STEPS v. CAST IN PLACE PRECAST REINFORCED CONCRETE ! SECTIONS WITH b" RING SEALS OR APPROVED EQUAL 3'-0" MIN THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS SO) S" BACKFILLED IN 6" LAYERS AN COMPACTED BY HAND TAMPERS OR 12t M MIN N BACKFILLED WITH SELF—COMPACTING 16 MAX STONE. 5" aS .. MINIMUM ELEVATION DIFFERENCE VARIE 12 -MIN 72OMIN .jN ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET .'A FILLETED INVERT FOR A SMOOTH .` TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6 BEDDING WITH NO. 68 STONE NOTES: L 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. 112" TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S—I—C FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN r BRANCH —r 2" NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION ' BOOT " INSTALLED 0 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S—I—B TO -27 TYPICAL MANHOLE FRAME & COVER N.T.S FIG$+D TD -31 SEWER SERVICE LATERAL CONNECION 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 O.Y HIGHER THAN THE TOP (CROM) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE, 2. BEWER LATERALS TAPPED IN70 AN EMSTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE J. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%� (1/4" PER FOOT ) A ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF' 4", 1 POW" 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVE7T2 OF 3 FEET, LT FINISHED GROUND4 MARKER PLUG END OF MAIN LINE T SECTION SERVICE LATERAL 1 45rob" IN LINE WYE—TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -33 FRAME & COVER (SEE FIG. S—I—D,E) SLOPED AREA ! STREET SURFACE OR NON—PAVED AREA 1'-0" MAX RUBBER COATED STEEL 4" STEPS CAST IN PLACE 3'-0 MIN PRECAST REINFORCED yy� EXISTING CONCRETE SECTIONS 12" MIN c, 00" RING SEALS 1TAX Shea Nmbv MINIMUM ELEVATION i 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE DIFFERENCE ACROSS M.H. 5".,.' 4'-0" SCRAPED FROM INLET TO OUTLET TYPICAL MANHOLE FRAME & COVER N.T.S FIG$+D TD -31 SEWER SERVICE LATERAL CONNECION 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 O.Y HIGHER THAN THE TOP (CROM) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE, 2. BEWER LATERALS TAPPED IN70 AN EMSTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE J. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%� (1/4" PER FOOT ) A ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF' 4", 1 POW" 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVE7T2 OF 3 FEET, LT FINISHED GROUND4 MARKER PLUG END OF MAIN LINE T SECTION SERVICE LATERAL 1 45rob" IN LINE WYE—TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -33 FRAME & COVER (SEE FIG. S—I—D,E) SLOPED AREA ! STREET SURFACE OR NON—PAVED AREA 1'-0" MAX RUBBER COATED STEEL 4" STEPS CAST IN PLACE 3'-0 MIN PRECAST REINFORCED yy� EXISTING CONCRETE SECTIONS 12" MIN BACKFILLED ENTIRELY WITH NO. 21A 00" RING SEALS 1TAX Shea Nmbv MINIMUM ELEVATION i 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE DIFFERENCE ACROSS M.H. 5".,.' 4'-0" SCRAPED FROM INLET TO OUTLET REMOVED SHALL BE 0.20 FEET. OF NO. 66 DEPTH OF FLOW CONCRETE VARIES CHANNEL TC BE +FILLETS 3/4 DIAMETER OF SHALL BE INSTALLED ON A CONTRIBUTING '`-+-- BEDDING OF NO. 68 STONE' SEWER. , • 12' A FILLETED INVERT OR A SMOO ° a8 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL 91 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 DITCH UNE ANCHOR EXTENDS INTO SIDE OF DITCH 2500 PSI �+rte PLAN ANCHOR 40.1 AT OZ FIRST JOINT ABOVE GRADE SPACING MANHOLE 20XTO 35X NOT OVER 36' 35% TO ;SOX NOT OVER 24' 50% OR GREATER NOT OVER 18' IT�I�IIS TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG S-4 GRADE 1-0" PIPE JOINT GRADE l %� 0, y i �i MECHANICAL PIPE JOINT 8" GRIFFIN 20' LONG SPAN D.I.P. 3—STAINLESS STEEL STANCHION SADDLE SPECIFICATION MANUFACTURER: FM STAINLESS, LLC — (706) 636-1881 ITEM #: 59C-8 1, °" ° I" °" I MATERIAL: 304/316 STAINLESS STEEL ORDERING: SPECIFY BY PIPE, FIGURE NUMBER, DISTANCE TO CENTER OF CONCRETE. PIER SPACING APPROX. 17' O.C. S.S. AERIAL CROSSING - PIER/ANCHOR SPACING S.S. AERIAL CROSSING - STANSION SADDLE DETAIL DETAIL 2" 8"MIN SPRING LINE OF PIPE N0, 88 STONE 24 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (5" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE NOTE cnak,dey 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. Shea Nmbv SL-+ 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. 66 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 CLR MINNIE 3" CL 3'_6" x 3'-6" .. REINF W/ (5) - 94 (5) EACH WAY TD -34 8" GRIFFIN LONG SPAN D.I. PIPE W/ ADJUSTABLE STAINLESS STEEL STANCHION SADDLE SEE CIVIL DWG 23 184- SONOTUBE W/ (O - e5 VERT t 43 0 : (3) • 3" O/C. REMAINDER • 12" O/C BOTTOM FOOTING ELEVATION TO BE ON BEDROCK CLR PRELIMINARY: DETAIL TO BE RE -CERTIFIED , I I d I I I I I I � I I I I I I I SECTION TOP VIEW 1'-O" SK -I S.S. AERIAL CROSSING - PIPE PIER/ANCHOR DETAIL D'007 N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.00m TH OF Alan G. Franklin p Lic. No. 35326 W 0 2 SSS /.O N A L F'�G V LL_ J z UFD O = W mJ� r) N > H LL] W 2 uj < <0 U (n LL ^ W` 0� r LLZ� < zz LLI _J Q U) uj 1 f J Ilii Q z LL KEY ISSUED: 04-24-18 SCALE: NONE REVISIONS: cnak,dey DJM D.: 7/21/11 Job Number 1107-17 Shea Nmbv SL-+ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.00m TH OF Alan G. Franklin p Lic. No. 35326 W 0 2 SSS /.O N A L F'�G V LL_ J z UFD O = W mJ� r) N > H LL] W 2 uj < <0 U (n LL ^ W` 0� r LLZ� < zz LLI _J Q U) uj 1 f J Ilii Q z LL KEY ISSUED: 04-24-18 SCALE: NONE REVISIONS: GRADE AIR RELEASE VALVE Lff�� V BRASS OR BRONZE PIPE = SAL GATE 19LT CEMENT BLOCKS TION STOP SOFT 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 WAIFRUNES SMALLER T V 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD -20 COVER LIFT NOTCH 14 1/2" 1 12 1/2" 2 3/8" WATER CAST IRON LID 18" METER BOX �'y,ry • ` yN,l�' yA 18" 6" EXTENSION PIPE SLOT (2 PLACES) 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 4" DIAMETER BRANCH AND VALVE � — Box PLUG VARIES WATER MAIN --r N -RESTRAINED JOINT FITTINGS ON—LINE {TYPE °IB"") fD-19 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 824' INS" INITIAL BACKFILL 82a MINa„ MIN MIN, MIN MIN e 6" BEDDING >.' X65 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 x}68 STONE. FOUNDATION IN POOR SOIL UNDER—CUT CONDITION 4'MIN INITIAL BACKFILL 4 d UNSTABLE e` sn B" 3° SOIL -,,,NTN• MIN MIK MIN. #88 STONE RANULAR FILL AS ?+. APPROVED BY ACSA `k'•. \ T CK' STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHN 24" OF THE WATER LINES. 2.140 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 8"° LIFTS, 4.140 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 EWIPPED WITH CHARLOTTES- IALLE THREADS WHICH IS THE LOCAL STANDARD. IL LENGTH OF BRANCH VARIES S' MIN 2' TO 10' (2701 18•-22" ALVE BO T CLL FT. #B8 STONE- 42"MIN ° F+ SA ATE Irl a: j e" x B" • �'' TEE 2300 P.S.I. CONCRETE. "A BASE AND THRUST°°��' v BLOCK AGAINST ° ; .•v 1' "•1 UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 0>� 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, r:' MIN. COVER FROM THE MAIN T'0 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 NT.S. FIG. W-4 TD -8 FINISHED GRADE VARIES THREADED COUPLING T=TTI=7 R=T1-T=TTI=:T 17= , PVC NIPPLE AND CAP PVC SLEEVE AS DIRECTED. MARKER LOCATION MAY BE SUBJECT or TO HIGHWAY DEPARTMENT APPROVAL. b BRASS NIPPLE AND CAP es .� X2500 P.S.I. CONCRETE THRUST BLOCK LUBRICATE ALL THREADS THRUST BLOCK III ADJUSTABLE VALVE BOX W/ UD �I m PROFILE VIEW} _f METER BOX (SEE FIG. W-7) VALVE --- OF TRENCH24 ----------- ----- = .. T-----,---__— A,. ,� ,. REDUCER 6"MN a. L / 140, 57 STONE M.J. FITTING a e 2500 P.S.I. CONCRETE THRUST BLOCKS 8" MN M.J. GATE VALVE 2" PIPE SLOPED ^-� - ----------- UNDISTURBED SOIL - EDGE TO DRAIN IF ''0'` 24r MRL NOTES: = GRADE ALLOWS 2500 VARIES VARIES 2" PVC OR BRASS • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. PIPE INTO UNDISTURBED SOIL, OR AS APPROVED BY THE WATER MAIN AND VALVE 2" THREADED TAP + CERTIFICATION OF 95% COMPACTION ARE SAME SIZE PLLO ALL THRUST BLOCKS. c TYPICAL REDUCER DEAD END NTS REMOTE AREAS, (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS NTS FIG. W-5 FIG. W-8 fD-19 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 824' INS" INITIAL BACKFILL 82a MINa„ MIN MIN, MIN MIN e 6" BEDDING >.' X65 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 x}68 STONE. FOUNDATION IN POOR SOIL UNDER—CUT CONDITION 4'MIN INITIAL BACKFILL 4 d UNSTABLE e` sn B" 3° SOIL -,,,NTN• MIN MIK MIN. #88 STONE RANULAR FILL AS ?+. APPROVED BY ACSA `k'•. \ T CK' STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHN 24" OF THE WATER LINES. 2.140 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 8"° LIFTS, 4.140 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 EWIPPED WITH CHARLOTTES- IALLE THREADS WHICH IS THE LOCAL STANDARD. IL LENGTH OF BRANCH VARIES S' MIN 2' TO 10' (2701 18•-22" ALVE BO T CLL FT. #B8 STONE- 42"MIN ° F+ SA ATE Irl a: j e" x B" • �'' TEE 2300 P.S.I. CONCRETE. "A BASE AND THRUST°°��' v BLOCK AGAINST ° ; .•v 1' "•1 UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 0>� 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, r:' MIN. COVER FROM THE MAIN T'0 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 NT.S. FIG. W-4 TD -8 FINISHED GRADE 1TI=f ___1I i=rr= T=TTI=7 R=T1-T=TTI=:T 17= , TRENCH REDUCER AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ;F TO HIGHWAY DEPARTMENT APPROVAL. -S; FINISHED GRADE es .� X2500 P.S.I. CONCRETE THRUST BLOCK ---------------- UNDISTURBED SOIL — X18" III ADJUSTABLE VALVE BOX W/ UD MN PROFILE VIEW} _f UNDISTURBED SOIL — EDGE :'+. MIN. --- OF TRENCH24 ----------- ----- = .. T-----,---__— A,. ,� ,. REDUCER 6"MN a. L / f i ; a e 2500 P.S.I. CONCRETE THRUST BLOCKS 8" MN M.J. GATE VALVE ---------------- ^-� - ----------- UNDISTURBED SOIL - EDGE OF TRENCH ''0'` 24r MRL NOTES: PIAN VIEW NOT TO SCALE 2500 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 95% COMPACTION REQUIRED IN TRENCH. R THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. c TYPICAL REDUCER THRUST BLOCK NTS REMOTE AREAS, FIG. W -3D TD -7 TD -9 1" WlrRL3SI0N N 3/3° MAZE PPE OOUPUm M APPROVED EQUAL fl r TYPE °tr FOR USE ON IIIIII 1E0 R DUAL FAULT ANDI NRAL S MIA OR OVAL REROENTAL AND IW80Antll SERNL£& Ze NO E: NO 3MEAlEO nrnNG6 z 1. OOMPWER® N x 3/4 MALE RPE COUPLING M APPROYID EQUAL "N" 3dFT O9PPER ® FM UN ON XTAONEG "NLAE FAMILY RMOMA. ELRNCE MIM AN I4 METER IS NOT movIOm. ND1E: SINGE SERVICE 1) RAP= ENALL AE USED ON PVO PPE. TYPICAL SERVICE LATERAL INSTALLATION (5/18" & 1" METERS) NTS FIG. W -6A Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com . "PLT H OF � P c, Alan G. Franklin p Lic. No. 35326 W O 2 �s9 /.0 N A LL_ V Q J_ Y U 1 W O = > p m = � >w W z 2 �U U) W 7 W LIJ L J Z IY ILLO z 2 z Qm 01 > J W Q I- _J Z LL_ KEY r ISSUED: 04-24-18 SCALE: NONE REVISIONS: PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c3 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ;F TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE es III ADJUSTABLE VALVE BOX W/ UD z u s = N s a M.J. GATE VALVE WATER 3. LINE L,, b 2500 P.S.I. ' CONCRETE JP A 2'x 2' BEARING AREA. THRUST BLOCK,Q . c NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 1" WlrRL3SI0N N 3/3° MAZE PPE OOUPUm M APPROVED EQUAL fl r TYPE °tr FOR USE ON IIIIII 1E0 R DUAL FAULT ANDI NRAL S MIA OR OVAL REROENTAL AND IW80Antll SERNL£& Ze NO E: NO 3MEAlEO nrnNG6 z 1. OOMPWER® N x 3/4 MALE RPE COUPLING M APPROYID EQUAL "N" 3dFT O9PPER ® FM UN ON XTAONEG "NLAE FAMILY RMOMA. ELRNCE MIM AN I4 METER IS NOT movIOm. ND1E: SINGE SERVICE 1) RAP= ENALL AE USED ON PVO PPE. TYPICAL SERVICE LATERAL INSTALLATION (5/18" & 1" METERS) NTS FIG. W -6A Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com . "PLT H OF � P c, Alan G. Franklin p Lic. No. 35326 W O 2 �s9 /.0 N A LL_ V Q J_ Y U 1 W O = > p m = � >w W z 2 �U U) W 7 W LIJ L J Z IY ILLO z 2 z Qm 01 > J W Q I- _J Z LL_ KEY r ISSUED: 04-24-18 SCALE: NONE REVISIONS: 50 TC Tilia cordata'Greenspire' Greenspire Linden 2" Cal. 249 12,450 , -�/ 6 O V V • /� / 36 TO Thuja occidentalis'Smaragd' Emerald Green Arborvitae 6' 10 360 _ - 6 _ _ - - 18 NO Nandina domestics 'Nana' Dwarf Nandina 3 Gal. ^.�VG pN� - - - -�\ LIMITS N - - 200,643 PA IVEMENT; TFP l V V A\ ?,0 ii k'�-' - -- _ ---- / FIBER OPTI � 1 �---- - - - -_- �'�' '�' � i � i ]�� �l � \\ ORII/EWAY i / ` x' POST i 38- i i h/Yii \ INV. 36&16 \ \ TMBQ'46B ` AUBREYSH)FEL,ETTvv RESIDENTIAL v y / DB. 1414;P,261 \ \ \ \ \ I I_-- ELEL ZRI� -------�� v �� �v�v� � v\v PHONEPED- ----- \` I INV. 392.50 \ \ \ \ \ \ 44.8'OF 18" RCP @3.73 / /I PHONE PEDES�)L l �� /� '� — _—_-------------_,I' l FIBER OPTIC l I �• i/ V A A (J v v v A / POST o TMP 79D-18 7�7®9 MB I R. G DER REGORY MAGRU W RESIDENTIAL \ \ UJI DB. 368,P.175 --------------- O w LU FIBER OPTIC ��\ POST / / / I w l A INV. 390.83 i LANE TRANSITION SIGN TMP 79D-17 V v / MAILBOX / i INTERSECTION AHEAD 61G�J� I I R. GREGORY MAGRUDER' \ I(MB) RESIDENTIAL DB. 368, P. 175 ` v -v TMP 70D-19 v TMP 79D-16 v I /I R. GREGORY MAGRUDER �I RESIDE;TIAL I F- R. GREGORYMAGRUDER vv v C DB. 368, P, 175 U v I I / vv vv �a:rif, . G � I V V • I I I I1 \ I I II I I I \\\\\ I I I I I I \(\ \1 v �I 11 j \ I I I v --' - -- - - � a i u / LO ------------, --- �� i VZI —_—_ -- -- --- I � ., _ I I II I I I I I I j I I � I vv vv a MATCHLINE -,*EE SHEET 53 plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 06 2 V W Q Z O = Q m=> J N / H LU LU Z 0- 2 < �U U^ C/ ) �z_jLLJ o L Z Q > m � J LU Q vJ J Z LL KEY 50 51 5214 ) 53 54 55 56 57 58 59 60 ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: PLANT SCHEDULE Canopy Requirement A Area of Phase 2 2,744,716 I \ V A V I I Qty. Symbol Botanical Name Conrrron Name Size Canopy/Unit Species Canopy Comments <10 DU/AC 20°h I I I \ \ \ \ \ \ I A \ I V '0 10' 20' 40' 80' \ \ " Canopy Required (1,201,951 x 20%) 548,943-- \ \ \ - 19 AA Acer rubrum 'Autumn Flame' Autumn Flame Maple 2"Cal. 397 7,543 Alternative/Mix -Acer rubrum' October Glory 17 AR Acer rubrum 'Red Sunset Red Sunset Maple 2" Cal. 397 6,749 Canopy Credit - Areas to be Preserved (656,118 SF x 1.25) 820,147- 18 AS Acer saccharum 'Green Mountain' Green Mountain Sugar Maple 2" Cal. 195 3,510 Alternative/Mix - Acer saccharumBonfire' Canopy Provided by New Landscaping 200,643 32 AC Acer saccharum 'Commemoration' Commemoration Sugar Maple 2" Cal. 195 6,240 Alternative/Mix -Acer saccharum' Flash Fire' Canopy Provided 7,020,790 I\ - 6 AM Amleanchier x grandiflora'Autumn Brilliance' Autumn Brilliance Serviceberry 8' Clump 130 780 I 400 - 46 BN Betula nigra'Dura-Heat Dura -Heat River Birch 14' Clump 397 18,262-- 25 CD Cedrus deodara Deodar Cedar 8' 143 3,575 Alternative/Mix- Picea pungens'glauca' 7 CC Cards canadensis' Forest Pansy' Forest Pansy Redbud 6' 124 868 Alternative/Ma -Cercis canadensis 'The Rising Sun' Parking Lot Landscaping 10 CF Cornus florida'Cherokee Princess' White Dogwood 6' 124 1,240 Mix 'Princess' with 'Brave' and 'Appalachian Blush' = Total Paved Area = 31,347 SF (85 spaces divided by 10 = 8.5 9 Shade Trees Required) Provided 19 12 LI La erstroemia indica'Dynamite Red' 9 Dynamite Red Cra em rile P Y 6' 77 924 Mix'Dynamite' whh'Pink Velour' and'Natchez' Screening Provided by Dwarf Nandina at Street End of Parking Bays YELLOW STRIPER - 28 LS Liquidambarsytraciflua'Rotundiloba' Rotundiloba Sweetgum 2"Cal. 206 5,768/ - I I I \ A \ \ I I _ h -GOA--__- 41 OV Ostrya virginiana American Hophornbeam 2"Cal. 99 4,059 r I 1 V A V A I_ �_-61MIT5OF-OVER I "� - -- - I \ / - TYP - - - - -- _ - - 21 PA Picea abies Norway Spruce B. 41 861 Alternative/Mix - Abies concolor 180 PS Pinus stroebus White Pine S' 118 21,240 � INV. 370.8 0 -DOUBLE YELLOWI -- - - - -- ---- ' 37 10 Ilex opaca American Holly S' 56 2,072 ARernative/Mix - Ilex x attenuata'Fosteri' _ I �-�\ '- - _ - ;STRIPE I ' ,, - \-- 179 JV Juniperus virginiana Eastern Red Cedar S. 16 2,864 Alternative/Ma -Pinus nigra 117 PL Platanus acerifolia London Planetree 2" Cal. 368 43,056_A 44 QB Quercus bicolor Swamp White Oak 2" Cal. 299 13,156 380 �� - 25 QC Quercus coccinea Scarlet Oak 2" Cal. 370 9,250 Alternative/Mix - Quercus rubra _ -_ - -/'--�- 16 QP Quercus palustris Pin Oak 2" Cal. 370 5,920 �- - 1.3LFOF�3% 15 QW Quercus phellos Willow Oak 2" Cal. 370 5,550DIP-@-2.9691; 74 QS Quercus shumardii Shumard Oak 2" Cal. 329 24,346 - -- -- _- - — - - 50 TC Tilia cordata'Greenspire' Greenspire Linden 2" Cal. 249 12,450 , -�/ 6 O V V • /� / 36 TO Thuja occidentalis'Smaragd' Emerald Green Arborvitae 6' 10 360 _ - 6 _ _ - - 18 NO Nandina domestics 'Nana' Dwarf Nandina 3 Gal. ^.�VG pN� - - - -�\ LIMITS N - - 200,643 PA IVEMENT; TFP l V V A\ ?,0 ii k'�-' - -- _ ---- / FIBER OPTI � 1 �---- - - - -_- �'�' '�' � i � i ]�� �l � \\ ORII/EWAY i / ` x' POST i 38- i i h/Yii \ INV. 36&16 \ \ TMBQ'46B ` AUBREYSH)FEL,ETTvv RESIDENTIAL v y / DB. 1414;P,261 \ \ \ \ \ I I_-- ELEL ZRI� -------�� v �� �v�v� � v\v PHONEPED- ----- \` I INV. 392.50 \ \ \ \ \ \ 44.8'OF 18" RCP @3.73 / /I PHONE PEDES�)L l �� /� '� — _—_-------------_,I' l FIBER OPTIC l I �• i/ V A A (J v v v A / POST o TMP 79D-18 7�7®9 MB I R. G DER REGORY MAGRU W RESIDENTIAL \ \ UJI DB. 368,P.175 --------------- O w LU FIBER OPTIC ��\ POST / / / I w l A INV. 390.83 i LANE TRANSITION SIGN TMP 79D-17 V v / MAILBOX / i INTERSECTION AHEAD 61G�J� I I R. GREGORY MAGRUDER' \ I(MB) RESIDENTIAL DB. 368, P. 175 ` v -v TMP 70D-19 v TMP 79D-16 v I /I R. GREGORY MAGRUDER �I RESIDE;TIAL I F- R. GREGORYMAGRUDER vv v C DB. 368, P, 175 U v I I / vv vv �a:rif, . G � I V V • I I I I1 \ I I II I I I \\\\\ I I I I I I \(\ \1 v �I 11 j \ I I I v --' - -- - - � a i u / LO ------------, --- �� i VZI —_—_ -- -- --- I � ., _ I I II I I I I I I j I I � I vv vv a MATCHLINE -,*EE SHEET 53 plan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 06 2 V W Q Z O = Q m=> J N / H LU LU Z 0- 2 < �U U^ C/ ) �z_jLLJ o L Z Q > m � J LU Q vJ J Z LL KEY 50 51 5214 ) 53 54 55 56 57 58 59 60 ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: 380-_ A ' — -- — --- —6' \ I - I P 10' -20' 40' 80' TW372.64 --\ INV. 370U� - _ -- -- - I - -- -- --- --------------- - �- \ 72LF@OF12"- - -- ----'-- _ _ - - GRAVEL _--- / -PAVED \ = _ 9a-_-_ - _----_--__ I -_ ,- 1--- --- _ Y - - LIMITS Off OVEItCAY,- - - BELLOW STRI D G -�� / - - _ _ TYP- - - - -- -- - DOUBLE YELLOW STRIPE / _PAUEO - - P 29 cnrcH _ - - --- ---- ----- i - ------ _ - i t ----- ---- _- 1 ----------------------- -- - ---_-- ----- - -- _ --DDLIBILE YE ------------------------------------- — — — — — ------ 71 --------_ -- -- -- -- -�- - ------------ _ --- ----- --- O - ----- 665'SIGHT LINE(60M / -------------7/-------- I - 1 ---- cz —_— �Fosr —---� _ - -- s e i _ - - - -_ - _ - - _ _ ET STOP A STO J - --� _----------- __ TME S-�C.. \. 1_ - --- ---- - - - I-- - --- SIGN _ I ; LIMITS OF NEW. / _ • _ — PAVEMENT, , ---- / I / 380 9� 7. TYP TW 370.75 l ORNEWAy I V. 368.48376 PA cc VDOTSTD. �� r 1 AN ITI k I 1 GR -2, TY I II / A FROM 7 �'� N I i � I � / � 1 AMENITY �� \ 1 x AM I II V A I R.O.W. D DILATION I , A - i A SPACE 1 \ / I 1 OT, D. - I I 70' ROUTE 250 RESERVATIO PA P, m IAP LE FAMILY SPACES, II \ I 1 ��ONE & 30' LANDSCAPING AMENITY a ESIDENCE W12 CAR GARAGE AND II �� V AC - I FFER SPACE _ 2 S' II 368 Q I Q 370 A\ 11 qAA 72 I ------ — to �— — \ x 10 10 JV QP x i i QW BN JV �. 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TVP I 7 t1 —7L -7 7L 47 FF_�I _FF \ L -27 ,¢ i L,616 2 16 SIF F \ 8,6 S 1 ' I LOT 1-30 �1\ � SF MI SIGN \ ' LOT I-29 I 7,180 , SF I 7,601 LOT 1-31 S 1 7,180 SF1 III II L — I— — — — — bN-STREET P(�RKING ZONE* rWAWHERE BLOCKING rRIVE I - — — — — �VDO I � ST * CG-6rITYP KI \\ O EET PARNG ZOt� T 1 I *EXCEPT WHERE BLOCKING 1 I \ DRIVEWAY Q VDOT STD. ��I�_v 36a I 1 -C'-6, TYP ON STREET PARKING ZONE* \\ \ LOT 1-37 \\ o 0 o t. EPT WHERE BLOCKING \ 8,948 SF DRI WAY AMENITY qG Z • ° � / � / ' SPACE I LOT 1-32 1 N� �Z_\ / i / II 7,103 SF I \% 1. I I I I I 3 I QE I I t 3 1 �1 / 1 r I/ LLE LOT 1-36 \ i --7-- 8 ✓ % 8 F r r � 3 � - 1 \ 1 V LOT 1-33 1 6,824 SF LL - J 1 \ V I co I_\ Go —n Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com H OF � P c, Alan G. Franklin p Lic. No. 35326 W o a �s9 �.0 N A 1 W V Q U) < Z O J Q m J > ^J^ N > H LLJ LU 0- =< 0U `C` ^) Z _j vJ 0 L Z Lu m � J LU Q J Z_ LL ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 IM SET/HION. /� / � I I I I \ \�w\ �BMSE I1.50 i / I 38030.5 -- --- CFOF15 MP 3 INV. N 369.46 - --- 63.8 LF OF 15-,-- �� 1 V A / /4 I _ v // I I I! A I INN. 37 44 I @ \�� �' / / I �\ h I ! \ \ \ � / - _ - INV. .75.00 � _CMP 2.67% V 1 A � � ` i v � �'' _ -cr --- �- ' ' R W ---_--- �I-- i _ - \ FIBER OPTIC --- - -6S/GN - U.S. ROUTE 2�Q 55 M PH) Q. ___ ----- --' _ '! 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FIBER OPTI 386 \ AM' / / �� I / / / MARKER I 88 / ,AX AC / ' 3J4 I I I. / / 390 390 BN / /---------� I I I I I / FIBER OPTIC, X / l i- _i 372 I I ! I I / POST PA / �� ,'/" CC• / / /� 37 XPA i� / 368--I I I / �'` I / AV V I / (V LO /AMENITY LU QC SPACE �� 70' ROUTE 250 RESERVATION �� W I ZONE & 30' LANDSCAPING SPACE ,, __ I � - - I BUFFER `� W LU 10 �. XV W X 10 J AC IOX LS. X I I ! �� r A AA J Z i X X i x JV X10 I J JV AR Z AS JV 10 cJV / JV JVX JV QP I 10 10 ` - - - - -- - -- U -- 10 LS .. QW 10 _ BIN JV QB 10 AIR dX X AS QW J AC QB QO X Q / 10 X x QC 1X0 IXI JV X 10 OX JV QPM J 1 � / BP LO I I AMENITY j� BR�� /4kLU 0 -STREET \ LU I 'E (CEPt WHERE PARKING LOCKKIING SPACE _\\ I \\ I 1 I I � 10 JV JV CO -� STA tOAY AS X i LU II - ��'' II +66.39 TERRAPIN TRACE 1 LOT I-25 — I I I I I I I I I I I I I I 1s - rowNHouss w/ 1 CAR JV QW x PS W I +00.00 MOSSY ROCK RD \ \ 11 LS- U 8,095 -SF- - I // // A A, \ I A I I I I I I .GARAGE & 1 PARKING APRON \ \ 2 II- /' / I� LOT I-26� ' o - I \ I I I I �J \ I, \ ' JV AC PS - 5,793 S� ►, �I C / I I I I I I II I I I I AV AMENITY Psx I LOT -62 \ SPACE LOT -49 LOT I-50 LOT I-51 L T I- LOT I-55 LOT I - J6 LOT I-59 LOT I-60 LOT I-61 4,668.SF \ 11 1/ ' - `� ' LOT 648 2.200 SF 2,200 SF I 2,200 SF I 2 860 SF LpT I-53 I x,200 IV 2,2D0 SF I 2,200F I LOT I I7 I LOT I-5 I 2,412 SF 2,663 SF 3,080 SF I \ \ \ \ 11 Irr=/ '� 2,860 SIF cn 2'860 SF 1 I 2,860 $F 2,902 Sf I \ \ _ 1 I 1 QB' ---�IL I I � JVX / STREE — — — — — —µA— N --- - \ ® /.. �.,_'/ NAME SIGN�'1 I. I � L. T . '1 I I '•'I' I. I I 1 L — T — — T — — T- QCT ` _-, I I � �I' :,I I I I I'.I \I j I •.�l I l r1 I I I I � I / I ,i �'.I I L"-1 I�..� T`I I I TC C. STOP ,- P TC + C JVD I W S WP SIGN W NO -J 30D ADW _ W - W--- W - �-I -I I ri W ----W W W W W `o W 42.. )W "' W W W W 1 1W W W W - - -PARKINGIII II - - - - - - - - - - - 1 _ _ o SIGN voor$rD. �j TE RAPIN T I III \ r — — + — — — — — — — — — - I III - --- - - - I LIC: 25 - VDOT STD. l � cc -98, TYP QP i <NP 1 NP> TC STC 280SIGHT LINE M ) - �- -2$�5 1 C zf i r $ XP 1� o JVD JV II �� I ViDOT STD.I -12 T a y G I I IJV. fi P 1 370rT � LOT I-14 5,152 SF I ED 1 sl N 8,80 SF J IT SIGN I II T ��BLOCK I I i x / I I 1 � STA. 20+92.20-33.50' RIGHT = I J / - 7 CENTER OF CUL DE SAC TERRAPIN TRACE / I / fMP 80-52 RIVANNA INVESTA1 ENT RESIDENTIAL / DB. 3641 P. 400-409 �_ SINGLE FAMILY DETACHED ' L LOT I-13 - _ o I XIPS I I �! 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KEY 50� 51 544 53 54 55 56 57 58 y�I 59 60 ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 I I I 1 I 7\ I I / I •D - - - - -' _LIMITS OF OVERLAY, T -P119/YE eE/ --- - 370 -_-,-- -C3- --- DOUBLE YELLOW S(i)RI - - - --- - - -- - - - - - -- -- - -- -- _ _YELLOW STRIPED G I / PAVED I _ - - - _- - \ \ 1 \ \ I \ ! A Av 49.10LF OF 15" \ 1 v CIP@4.71% INV. 360.811 - 4-- IL — --- - INTERSECTION--\ AHEAD SIGNSlGly \ v v 0 10' 20' 40' 80' \ \ _ U.S. ROUTE 250 (55 MPH) / o ^p - ^q' ^d ^fro -------------_ {-- --- - _-----._-- - - - - -- - –II- "- _4_2a _2INV 36— -- 1II---_ _NV 36I 3 �.62 ----------- FIBER FIBER OPTICVEL 10)MILBOXES POST J 31.2 LF OF 12 " 366 M @1.94% -- LIMITS OF -370 TMP MP /I I 80-58 0-58 PAVEMENT, TYP JAMES RICE RESIDENTIAL ----------- DB. 3998, P. 40 / 9 ----- DB. 35�6, P. 21 DB. 56, P. 608 Ln TMP 80-58A vMARYBESS JOHNSON RESIDENTIAL LL D8. 568, P. 6o&, – ----- ---- u/Q5 ---------- PS - PSBN — — — — — — — — — — — — — 'jV V JV - - - - - - - - - ---------- 4- --- — -- TMP80-53 COSGROVE RESIDENTIAL ------ DB.– DB. 2821, P. 505 ---- -------------- 0 --/ TMP 0-54A TODD COSGROVE RESIDENTIAL DB. 3998, P. 409 P. 672DB. 1701, DB. 384, P. 399 � /I l II , A/v —/ /-/ l/ / ../ _v _/I �vy\l / I / — \ / v i rl ,Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 06 W LL Q Z Uj of Z o.j� N \ HW W / Z 0- = Q Ov C) N Df N 7 O Z Z J > m � J Q W J Z u_ KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET 00 - - - - - - - - - - - - - — I I L- -n -------------------------- v v 0 10' 20' 40' 80' \ \ _ U.S. ROUTE 250 (55 MPH) / o ^p - ^q' ^d ^fro -------------_ {-- --- - _-----._-- - - - - -- - –II- "- _4_2a _2INV 36— -- 1II---_ _NV 36I 3 �.62 ----------- FIBER FIBER OPTICVEL 10)MILBOXES POST J 31.2 LF OF 12 " 366 M @1.94% -- LIMITS OF -370 TMP MP /I I 80-58 0-58 PAVEMENT, TYP JAMES RICE RESIDENTIAL ----------- DB. 3998, P. 40 / 9 ----- DB. 35�6, P. 21 DB. 56, P. 608 Ln TMP 80-58A vMARYBESS JOHNSON RESIDENTIAL LL D8. 568, P. 6o&, – ----- ---- u/Q5 ---------- PS - PSBN — — — — — — — — — — — — — 'jV V JV - - - - - - - - - ---------- 4- --- — -- TMP80-53 COSGROVE RESIDENTIAL ------ DB.– DB. 2821, P. 505 ---- -------------- 0 --/ TMP 0-54A TODD COSGROVE RESIDENTIAL DB. 3998, P. 409 P. 672DB. 1701, DB. 384, P. 399 � /I l II , A/v —/ /-/ l/ / ../ _v _/I �vy\l / I / — \ / v i rl ,Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com 06 W LL Q Z Uj of Z o.j� N \ HW W / Z 0- = Q Ov C) N Df N 7 O Z Z J > m � J Q W J Z u_ KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET 00 ` MATCHLINE - EE SHEET 49 I v v II I A V _-� ---- i� I Ln i l \ J _ `v i 9" f0' 20' 40' WILL!W v-------- - fA TMP 79D-13 TMP 79D-14 �' ------ -- TMP 79D-15 z / ------R. GREGORY MAGRUDER R. GREGORY MAGRUDER / I . GREGORY MAGRUDER O 0 U RESIDENTIAL_ - - - - - - RESIDENTIAL RESIDENTIAL Q _--- DB. D8. 368, P. 175 �' D8. 368, P. 175 DE: -368,-P. 175 _ - _ -� _ _ - TMP7tID-12 vv------ ---- / ___-- / R. GREGORYMAGRUDER v v v `v `�1,------ �l / RESIDENTIAL v ` ---------------- / D8. 368, P. 175 I / I � �� A �� ---- / / _TOWNHOUSES W1 NOTE: / / CONGREGATEPARKING----- — j 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 I / / / \ MAINTAINING THE PRIVATE ROADS/ALLEYS. / AMENITY SPACE.-- r 'V 7SAR+ V ---- - - X X 1 _ _ AR _ _ PS - -- — 1\ I I I LOT G-10 LOT G-11 1 3,0786 -1 AMENITY P I I 1.962 SF I 2.007 SF / SPACES � 1 - LOTS -7 �� / ,LOT- - LOT G-6 LOT G-9 I I , �- n/ ` - _- ---- \ �' LOT G-6 - - - - - 1 1,954 SF I 1,958 SF VDOT STDI CG -6 / LOT G-13 r � -� — � QB — LOT G-5 3,107 SF I 1 I (DRY GU ER), / I 11 2,991 SF 1OT G-14 LtjLOT G-1 LOT G-2 I LOT G-3 I 1,924 SF I 3,019 SF-� _1 924 SF 1,924 SF I LOT G 4 I I TYP `� I I 1 � ._ a SF I 1 � _� � I / 1 92 1 1 / 1 � I LOT G-15 /1,9006F AA 1 I I; v V OU OV -' CONCRETE OV 1b DUMPSTE W W & ENCLOS QP PS W W (PRI TE: 20 PHl J BLOCK G - W --------_ - DV /V v- x \ -- - - - - I X � IV 1 ice_ _ — _ JV LOT G--- -_--_ 2,454 SF I - _ — _ TN AR UO N � PL _ __ _ I LOT5 SF I - - — — — _ — \ , \ AREA AMENITY — 1,7 LOT G-27 / _ SPACE y — — _ — 4,83&SE_ _ _ _ --- --- --- _----- __\ � � \ (NO-PARINNGSIGII)--_--_ _ - \------ ----- --- _— _ __ _ _` \��\ \ \��\ ------ --_X-$ 29911 LOT 2,991 F L$\+__ _ —�:_- ---- LOT G 30 1,900 SF _ / — — — , — — — 31 - - / - -- - - --- - / --- � 1,900 SF LOT G -32 I STREAM � v __—_— QS -- —_--�_ — — — WETLAND \ X \ JV L I I I HgsE 1 - - ----- ----- - _ - - _� X PL AS-- 39 S— �39 _ A -I- ` O• � ---- I - CIVI I — I + / I V a __--_ -- - -- --- \ I I -- v BLO K E ----- - 3�0 v v p \. RASE _ \ / I _ co I I av / / \ MATCHiLI SEES E 6 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm . o ;�"PLT H OF P U y Alan G. Franklin p Lic. No. 35326 W 0 2 �s9 /.0 N A fn W LL co Z U� Z O = Q m J J N > H LLJ 0- =< C) C`^) VJ �zLL1� o LL < z m J Lu Q J Z LL ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 MATCHLINE - SEE SHEET 50 _ A Lu 0 10 20' �0' 80, 11 LU U) w Ui TMP`79D-15 II \ J 1 I R. GREGORN MAGRWDE 1 I A \ `\\� SINGLE FAMILY DETACHED _ / ( 1 \ \ RESIDENCE W/ 2 CAR GARAGE AND U / I RES/d NTIAL I \I 1 1 \ \ 2 APRON SPACES, TYP. Q DB. 36P. 175 j / i - NOTE:- _ PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND I I 1 MAINTAINED BY THE;HOA. NO PUBLIC AGENCY, INCLUDING VDOT I 1 OR THE COUNTY OF ALBEMARLE WILL BE RESP014SIBLE FOR I1 I MAINTAINING THE PRIVATE ROADS/ALLEYS. 1 1 / 1 STREAM 1 - LsC- BLOCK G I Psx TOWNHOUSES W/ CONGREGATE PARKING JV A \ O x / AMENITY ENITY I 1 AC / SPACE AA x )CIV _7 _ JV O I ..je P I LOT G-76 , � � I � _'v- \ 1,900 SF G- / 1 / / rc \ LOT 17 / L_ -y / BN \ 3LOT 1-35 L SF - I 1 I / IVDOTST Ir \ ON -STREET PARKING ZONE" 36 O *EXCEPT WHERE BLOCKING O � - . lDRIVEWAY LOT 142 8,157 SF - I LOT I-34 / - - _ _ _ � 7,932 SF O 'ST 6+43.4 MOOSE LANE 364 S_TA'7atMN MEANDER WAY rrti \ / � LOT I-43 \ 10,154 SF '---(200A NP> / S EAN � I s IPUBLI M H M MOv Al All I LOT 144 8,722 SF 7 ��----- -v - OV O C K / �" / I _77� / STOP �l LOT I-45' 7,386 SF - II ` v I VDOT STb. He --RAM I �l LOT 146' 7,913 SF LOT 147 J / I 1,900 SF LOT G-0 1 --_ i — l �� I \ 7„913 SF 2.991, T SF X l II ST. I li LOTG-19I CG-6TYP O W I I .1 2,991 SF LOT G-20 F ¢ LOT G-21 0 SF -�_ _ I I lsoosI / 1 ' a 1 S1,90 JV LOT G-22_—__----, yDOT STD. G-6 I / 1,900 SF / / '� 1 / r. (DRY GUTT�R), LOT G-23 1 U / I / OS — \ \ \ ' �• 1 - I LOT G-24 j / I 3,466 SF �' a I 13,0466 SF I I � X \ V \\ � � � 3� v ' ENITY ACE I QP / oYI _ 0 B l / P / PARKING P,$ \\ �. II �I 1 " EXCEPT WHEREB OCONE O I �c \ KI ON -STREET PARKING ZONE / II �I DRIVEW� 1 "EXCEPT WHERE BLOOKfN CG- 2 0 00 � P / 1 AV DRIVEWAY F I I 1 \ 11 / %T ` A V LOT 1-1 II LOT 1-2 1 II II I s (PR ATEg oM0/ B 9 IV BN - - - - - �� 6,825 F I �I 6,825 SF II I II I I g I • 1 II \ m Y Y s s WW x Vx / S S ' \ v I� II 1 IILOT 1-3 TST II l I I B s — 11 / �Iv 1 � � I- �' - I � j1 7,850 SF I 1 I 9 �S '. \ 12 B • II II 1 _ a II I . I STA 7�+3.49 MOOSE LANLu y +88.87 � LAZY LANE - _ = Sr S S _ \ - /.. ' J A l� _ZY E i I �. W \ \ TY P ;il � s ... I _ � o II / J ILu LOT G-33 _ g J 3 B 1.9005E V AAA A A \\ \ LS� � To. /-_ GN � gPIMIT EEslI 1 I Z _M _� � VDOT STD. LOT 13-34 / 1 a / STOP , 3 • \ M \ \\ -T\\-\ _-CG-6, -LyP_ DOT STD. CG -1 2,991 SF _ Fo IGN \ �� M\, \ _ _ LS, _ _ -RAMP, TYP LOT G-35 / _/ - _ � - - COT G-37 \ piT _ - _ - M - 2,991 SF LOT G-3fi / 1,900 SF / VDOT S.T. CG-1 _ _ _ _ _ ED S7GFT1 - \\ \ (650 _____M __ Ct LIMI Grp raj------- �_ADT�_ - - -- ' LOT SF / 1 900 SF . "/ / — — _ M 2 iLl I i V AA c _0 - �A \ - I I 3,,418 SF LOT -41 / \ / \ \ — _ ��� I _ -�-- / -1 Bt/ BRANCH e.45 S Ptl LANE ON-BYRE M PA 1N ON ' . � _ _ _ M AMENITY .I / / /' L OC C �� "EXCEPT W RE LOC ING �`TA S _ i M - Ll SPACE - --_ DRIVEWAY S -- --- - S X X - ,r / PL S O STREET PA NG \ \ — — — S PA S _ Lu J / o 0+ CATTAIL COURT = I S S LLJ— BN_ X �/ / V AMENITY o U '� <� CD / / h /� A SPACE AS. - - STA 1 00.00 C O T \ \ \ Lu � _ x _ _ /�/J STA. 17+59.80 LAZY BRANCH LAN V I _ I I� - S PS — — — / ,. __ — — — — D / f' PL x \ \ I ��I I VG -9 TYP r NAME SIGN � • _ — - — - VDOT STD. L / / \ S Lu z JV x CG -6, TYP �/ - ��r S7 \ g // �� _ LOT J-34 ISI 1�� 6,856 SF II T / L - 6,lb6 T J-36 / L P 6,856 N�I II I i y� WETLAND ft"A I I II I LOT - I I _ / / _ A l / .� / ' � � � � \ � 1 ♦ ♦ 1 'II 1 I 856 SF X STREAM 6 TOWNHOUSES W/ - R RAGE & KI O \ \ x v CD CD LOT F-7 X 2,581 SF I ' LOT F-8 � 1 CD 1,640 SF LOT F-9 I 1,640 SF LOT F 1,640 SF SF LOTF-11 ' AC 1,640 SF RI () , / PL S / - x PA x 3 P 1z Q WETLAND \ AV `, AMENITY \ L SPACE STREAM ST STREAM BLOC .1 , K ,.356 c / � \ X _ V PL X WPO STREAM \ BUFFER Q X x \ X , \ AC PARK TO BE DEDICATED TO THE COUNTY OF ALBEMARLE ' l FOR PUBLIC USE AS A PUBLIC PARK / MATCHLINE - SEE SHEET 56 33� i I \ 1 X LS S x v OB --- \ p X \ \ AS PS Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm PI 0_ H OF �2R c, U y Alan G. Franklin p Lic. No. 35326 W 0 2 D N A W LLV Q co< Z O = Q m = ^J (Z N >I— LLI LU Z 0- =QOLLlU U`^ VJ �z_j o L z L.�_ Z _jm 0- J W Q J Z_ LL_ ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 KMATCHLINE - SEE SHEET 51vv iV A 10 JV I`O L T 1- 0 STREAM � m I L_ __ OT I-6 �. JV AMENITY - _ -77853 F 10/LL 1 L�INGLE FAMILY DETACHED RESIDENCE W/2 CAR GARAGE AND i • _ 2 APRON SPACES, TYP. Q SINGLE FAMILY DETACHED A In / / / _ RESIDENCE W/ 2 CAR GARAGE AND APRON SPACES, TYP. I / N-STREFX ARKI _ ,L I l � �� 12 A V 31 / I 'I 1 •� V I 1 _� — cl 0 / i 6, 24 F / I 8,1 1 F ON -STREET PARKING E' 1 • I / I I II I I A / I / I 'EXCEPT WHERE BLO ING Q 1 I A DRIVEWAY �_ A -t- 1 QLS i • J -/ �� s S L�-- - -� 6830 F\ ,' ; I //'1 / 1 AC / i STREET Z —NA vtv1E SIGN OT I / \ Q 1VDOT I 82 SF I% �B S 1 84 S S;r 1 AMENITY SPACE i LS• / --- , - 1 �AC F_ \ I A I PS - — v 1 (/ 9184 s ----- v ,6, 25 / �I \\ �1 ���� ---- ��� PS 1 V 1 '� d I ---- L i/ 6 Y�, ��TMP 80-558DARRELL \PSx ULLERY 1 i RESIDENTIAL / 1 It DB. 2478, P. 535 LOT 1-73 OT 1 5l \ 6,000 SF i f,l - 825 F LO IL/PPED �� AC SI / �' STA. 16+44,57 MOSSY ROCK R2=_LU _ V 1 I 1 Vi , w STA 10+08.00 LAZY BRANCH LN i �� I A \ \ �1A 1\ i i �, • h �z / i I _ — _ LU GO U-1 C 9$" F i v STREAM I A i I C OT I • L I \ I II X 7,850 FCD X AR 1 TRE JV V I JV � A A � I� I P � V I � �. \ � � I LOT J-5 - - - - -374� - - - - _ 5,65 SF JV \ ` JVX\ y VA A LIMIT SIGNV 4 /� STOP --_ 41 • L \\ S SIGN \ `^ \-� / S _ __ __ — — — _ — — TMP 80-55 \ \ T NG ` MGERALD M \ W Z'� �R ° 25M it X756 s X - - - HUGHES l o \ l ---- RESIDENTIAL H\ v DB 7 t^"' \\\\ \ �'/ ✓ \ \ O \ ON REET PARKING NE" 39,. P. 579 •r _ _ _ v 'E C T WHERE BLOCK I / \ \\\ \ MP, IP \ \ AY _ -- _ r - VVA V AAA �\ SPEE S _ •�i AAAA VLIMIT SIGN \ V A / AC / • AA A / �\ �� � A � � / / I AAAA x�; , . LOT A/ \ `z EXCEPT WHER CKING ! ' X V ON -BYRE KING ZON " - 4V\ D AY 1 \ 1 V LOT J-551 A\ f BN S,' \ �7 153 SF 5,157 SF S i � , N� S / o \ r 3sz OT J-38 A �'� vv �� / A �v vi/% Ls / / 1 1 I I I i C YP A \ i l/ / ♦ , ,148 � S 5, V, REAM �� A LOT J-40 PO S v x T \ l@UFFFR I I 1 1 A \\ 5,940 �F V ` Q S 7'\ STREAM PARK V A` V ' TOE DEDICATED TO THE COUNTY FALB FORPUBLI"SEASAPUBLI PARK \ /'� \ �V AV A,Q p / // A LOT J-53 O/ 10 / 20 �40� 80 MATCHLINE - SEE SE 7 ` V A /v` v v \ y v — / // 5;138 SF / Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm �r"fH � OF p7R c, U y Alan G. Franklin p Lic. No. 35326 W O 2 �s9 /.0 N A 1 U W LL V Q co< Z O = Q_jJ IZ N > I— LLLI Lu Z ly = Q�U `C` ^) VJ LLl � z _1 0 ILL Z _j m a_ J 111 Q ly J Z LL ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 /MATCHLINE - SEE SHEET 54 I LOT F-7 \ / / I I x ' I I / — — / 2,581 SF \ \ _ MATCHLINE - SEE SHEET 54 V 1,640 SFV LOT F-9 0 SF LOT F-10 LOT F-11 r 1,640 SF LOT F-12 I 1,640 SF � --� --_— � I / 2,581 SF r AMENITY 3 A AC • SPACE STREAMS ED F � LIM T \\ It�GEPW � ty T+ �` / •L PSx � �----___ _— ,—'/ '/ 11 ���� � --_ AV I v �uc;zs' RK PLAYGROUND Wx A A vb 414, v v y i CF.J A \ V A ♦ l I / I / , \ LO 0C A W `260 1 \ Lu W Tk0 LU LU Lu _ — V�BDOT D. CG -12 I NAME 31GN T A t I\ II\ \V A \ Z \ J �� I x 9TA. 20+99 B6 LAZY BRA CH LA V 24+3.33VILLAGE ARK AVE VDOT S\T I U TO HC -RAM M . CG -12 v II CG -6, TKP Ili P HC -RAM. ,TYP -4 Z �O k ICF. CF TRAIL v 3 Q T 4 TENNIS CF- IBN BN \xl I \„ A \\ / Q / CF. BN PAVILION Y BLCCK'D \ \ o BN BN AREA RESERVED FOR \ ` *BN \ i \ 'N6 ESIDENTIAL/MIXED USE DEVELOPMENT \ V {40,OOOSF MIN.) \_ \ \ / LI LI t BN I \� V \ / ra co AV A I A I Lu -LI i _ • I BNi \ 00 :1 ' I I•. I <� GREEN I /l (� II I II I LI/ • . � / .LI LI I i I, I / I I ' / I ON -STREET PARKING ZONE I p I / DRIVEWAY HERE BLOCKING I / - I ° PARK / VILLAITOWNHOUSE W/ 2 CAR RAGE / I - TO BE DEDICATED TO THE COUNTY OF ALBEMARL AND 2 APRON SPACES, TYP. II N I ° I FOR PUBLIC USE ASA PUBLIC PARK I WPO STREAM J v I BNI •_ P I / PLAYFIEiLD / BUFFER I _ / l / PAVILION I VD. TD. CG -12 BNI I I BNS I." BN AMENITY V- MP, TY / II / CF BN / /' SPACEji� TLAND I � 1 3 I f W _ TEAM / P / _ 0 S E T / ' \ uauc 2 �R' W ov �- 5M N) �-ftftft--r — W l 1 I 1 �_ , STREET \/ r.- r W I k NAME SIGN / - I TENNIS X0 T T x SIGN \ PL k / I slcry LOT H-1 I PL 5;605 SF V' •II I / / � � \ � _ ` - /// _ / / o 0 3 � O / STA. 23+7g, i I P X STA. 20+30J68 STEAMERER DR 0PSX 4,400 SIF IIZ 36 / BASKETBALL / / / / I APL B M \V I WETLAND / I JV xi , i PL 3 h' / JV I \ BLOCK H + / BN' \ � ' P / l� �f ---- x v LOTH -3--- 4,400 SF 3CDX / , ,P y CG- TYP AS CD / °j� x \ 0. PL x AA i `7 / / �' i/ / /� JV D / - / x g LOT H4 / / STREAM 5,079 SF P D x Qy AFS x JV S / l ' /f / / '/ DOG PARK r ON- EET PARKING ZONE" �I I PSx BN S •EXCEP WHERE BLOCKING � � I i � �--!! CD P ' DRIVE)cV — & — 40' 20' 40' 80' MATCHLINE - SEE SHEET 58 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com PLT H OF F/I c, Z U Alan G. Franklin y p Lic. No. 35326 W 0 2 �s9/ONAL F'�G 1 V W V Q z O = Q m=> J `i (� N 1— LLJ W Z 0- 2 OU U L z J Z m � J LuQ vJ J z LL ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 EE SH T 5 A �� LOT�J 41 �i" i 1 v� 5,94gSF QST �o� \ V i �/ /0 0 'IO' 20' I 40' PSX \ \ \SPACE 4 \\ / \ \ \ AMENITY X I I1 \ \ v I A i \ �� vLOT J-42 �� vv TMP 80-55 6,490 SF/ v\ Q ® i GERALD Q �� AC HUGHES � ` I `v �� ✓ ,/ / RESIDENTIAL I --- - D8. 739, . 579 O VDOT STD. v CG -913, TVP ` I WPO STREA I I / / % — _ _ \ �'-o \ \ VDOT STD. LOT J-52 1 \ \ I A BUFFER / / / — S S CG-6,TYP,,, 5,121 Sk�- ,V LOT J - RAIL \ 6,490 SF / \ \\ /�/ C T \ LS SINGLE FAMILY DETACHED RESIDENCE W/2 CAR GARAGE AND, 2 APRON SPACES, TYP. QS \ \ LOT J-51 i 5.112 SF 5,94 SF lip -- LOT J-50 t S v 5,102 SFv S X S SXi �\ L T -45 i \ Q LOT J-49 5,093 SF, _ON'STREET PARKING ZONE* I \ WHERE BLOCKING X I / DRIVEWAY _ / .� p I I BLOCK J ; v JV e- LOTJ-46 / / I, V D / / — -- 7,040L \ AR PA 1/ JVX.-- I / Q Q Q / \ _BN \ // I \ PSx - 1 , LOT J -4T \ \ PSx / v v 6,490 SF v Q V\ \ / STREAM—I I II \ 1 \ / JV ,i - s., i STREAM �_--_ v A\ 1 / J\\\ // ��� i PSX,( LOT J-48 5,29 SF k1p _ Q Z/ V v A SYREAM 47VEAM vV A X P i � WPQ STREAM v BUFFER +� / ��' �\ \ 1 \. \ —�\ / i \ �—\� \\ X S STA, 22+60.30' 33.50' LEFT= / i — — i \ \ \ WETLAND 7 \ -I- _ _— — — _ CENTER OF CUL A SAC �+ i �T TRAILA AI V / \ J 11 S A JV MOSSY ROCK ROAD // AR S *40*V A ` _ VDOT STD. �5 — \ JVX PSX CIS TYP I x QP' v i JV'kPS X / �► PS �__ __ — V �' \ � \ \ � I � I X � - AMENITY I S / x A I / PACE I I --- - --- JV \ A3 s TMP 80 55� INUTAM CATON- 1 — — — RESIDENTIAL \ +I I v ,� /� -� � v JVX � \ I ♦ �v I �yo� Cc _ _ _ � I v � I I '1 , D8. 2701, P. J49 � v _-------- vv �� QB. A -i 41%D8. 1712, P. 589 wo --- — — — - PSX 4 0*0 / k PO STREAI�1 / TO BE DEDICATED TOTH COUNTY MJF 1 cc � � �FFER i � � ♦ 1 x _ _ A / AALBEMARLE ll � II 000I� — FOR PUBLIC -LTE AS A PUBLIC PARC 331 II % CC.� / IIS \�� A-----',/.WETLANIj 1 ` STREAM \I CG / \ ico 4*4 / A- / / + MATCHLINE - SEE SHEET 59 \ Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm . T H OF � P c, U y Alan G. Franklin p Lic. No. 35326 W 0 2 �s9 /.O N A V W LL V Q O = Q m=> J rl CV >H W W 0- =Q� U`^ �zLLlVJ _j o L z Q m � J W Q V) Ilii J z_ LL KEY 50 51 52 jJ�) 53 54 - 55 56 57 58 c 59 60 ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 360 �' MATCHLINE - SEE SHEET 56 WPO STREAM PL - _ 356 / / 1 BUFFER \� \ T �' P I .354. _ om, / 1 WETLAND 3 2 STREAM _ -P- �' PL x --_- - -- — v BLOCK J , AMENITY ' V DOG PARK I / PL SPACE A V I l P 11 - A - - - A V A x TRAIL STREAM AME 3 PL �� CD - - \ V A \ V GARAGE AND 22 APR-WI E- I2 CAR CACES, / A AC V A TYP. i D x �� A / 4 i AM - PARK man P * _ 1 I + I TO BE DEDICATED TO THE COUNTY OF ALBEMARLE S \ 1 } \ FOR PUBLIC -USE AS A PUBLIC PARK _ I TRAIL / p = LOT J-33 �v� A X — X _ / v: ���� _ X�X—f'—x—x— X--X-- LOTJ-32 -x 5,060 SF —�7 PL / — — — — — — — LO JV X 4,400 SF W -/ �2 W VDO STD. LOT J-1 _ _ 7,408 SF CG -e, TYP\ / LOT J-31 / U) W/ W 5,060 SF / /�� W / --- _- ' '' � `� � -- - - - \ ON -STREET PARKING ZO N - -3�- ` w / *EXCEPT WHERE BLOCKIOIG / w LOT J3_ - - - /_ / 'Oj 6CZ9B, TYP W Vq. _ �/ ; / DRIVEWAY Z 5,835 SF \ -- - --_-_ \� / � LOT WETLAND / 2 / 5,060 SF STREAM / \\ \ / — — — — LOT J-3 F- a °Vp / , , 6,078 SIF / / PL. W f / LOT J-29 / I LOT J-4 I � � � � � � W ( � � o / LOT J- 5,472 SF L 1p F / P STREET PARKING ONE* \ �iQ 1 wrf 5,060 SF ` -- -- -- - - STREET WHERE BLOCKING RIVEWAY / ' ' \ ` •w� \S �.i LOT J-5 -� I 4O. �cN � L r � / �SPACE � 4,458 SF / zSMa IV 4OTJ-F / VDOTs �C ,400 / bra CG -6. TYP JVx LOT J-7 / I 5,060 SF W��� 1 LOT J-8 ��p PIL / IMIT 5,060 SIF / LOT J-9— // 4,400 SF TMP 79-25B ROBERT LIVENGOOD _ \ - /) LOT J-10 R SIDENTIAL / I / 4,400 SF w_— DB. 575, P. 609 ' / P — W \ I I LOT J-11 / 5,060 SP R/ PL. ^ / i - V AMENITY PACE LQTJ-12 1 aRr 5,191 SF - { LOT J-13 1 ' 14,329 SF 1 LOT J-14 I _ 4,343 SF 1 / LOT J-15 II I \y WETLAND \V O 00 0 00 O �� V I 6,844 SF I I V 000 00 1 /. y I I I l it 00000 O �' O O 00 1 / / 00000 0 0 0 00 00 0 0 000 000 1 / I 000 000 00C, y l I I OOOOq I V I 0 0 0 0 0 / TM1� 79-25C 0 0 0 0 0 0 / �v DANISIWILLIAMS 0 0 0 0 0 0 0 y / \ I O000pp00 vv RESIDENTIAL ° 000 0 O O DB. 4207, P. 348 �,� 00000 0 0 0 0 00 0 / /" s 00000000 i' /� PS \ AA000000• 0 0 0 0 00 / / / ' A / � v JV i Q S:.. 000000 i /' / ` .� S TMP79-26<� DONALD RIGGIN I I I I / PRESIDENTIAL ADB. 1031, P. 209 v ` lt` 20' -/ 40' / 80' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm ( W LL V Q O = - Q m=> J C,4 >I— 11J LuZ0- = Q OU C`^) a- LLl VJ ci�z_1 o LL < z Qm 01 > J Lu Q J z LL ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 MATCHLINE - SEE SHEET 57 / /41 I / WPO STREAM , BUFFER WETLAND \-J k Ar} - BLOCK J k /� / 40' PARK TO BE DEDICATED TO THE COUNTY OF ALBEMARLE " ' STREAM �FQR-PUBLIC USE AS A PUBLIC PARK / - 0 \ i �' ♦ r9 �� � i � — — — � � 10' v 26' 40' 80' \ ` \ \ woo i AMENITY SPACE — — — — — — - — TRAIL W�FTLANO iY / / � — _ — i �— —. � � � \ � I \ V � 1 I% , A AMENITY -- --- _ _--- SPACE. �, l I I _ �` /� \ / v ---- --- _ , / _-- --> LO / ------ 41** UU_ PARKING.y9NE' ----- --__— ---- __--- ''I/ / i' 14 CEPT WHERE.BCOCKINGi' _ DRIVEWAY/ _ _ — —_--- — '� I �— --_ 350 — Lij — I — — — Lu LOT V LOTJ-20 I J � I 8 78 _-- — 8SF I __------- V A 5,933 SF \ // x LOT J-22 V 4,902 SF / — — — — —LOT J-23 \ \ 1 \ 1 SF 51100 1 I / _-- v v ii \V V LOTJ-24 I / / I / / / GPS ELEV. 359.26 \ 5,060 SF LOT J-25LOT J-26 / / ' \ 4,400 SF — I / / \ 4,400 SF LOT J-27 — \ A 5,060 SF / I \ STA. 36+40.00--- / END LAZY BRANCH LAVE 7 W a / \N , \N � i T I 1 \ LOT J-17 1 LOT J-16 / A 4,400 SF \ I 16,479 SF \ \ II i iv x �V LOT J-19 5,058 SF LOT J-18 4,400 SF 1 I I I 1 I I 1 I I I / AMENITY SPACE / I I / I / I AC VDOT STD.CG-913, TYP I I / P I I I v VDOT STD. CG -6, TYP / i PL STA. 35+78.39; 33.50' RIGHT = CENTER OF CUL DE SAC LAZY BRANCH LANE J I �! / TMP 94-1 i P1IEDMONT NEIGvHBORHOODS LP AMENITY RESIDENTIAL \ / SPACE DB. 4301, P. 211 / DB. 4192, P. 124 / / VILLA/TOWNHOUSE W/2 CAR GARAGE AND 2 APRON SPACES, JVX, - TYP. TMP 80 -47 - BETTY MCCLANAHAN- RESIDENTI�L 60, 1184, P. 718 I I � I I i 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 �PLTH OF.7/RC/y U Alan G. Franklin r A Lic. No. 35326 w 0 4. r U N A L F'�V W Q U)< Z O -J Q m -J> /_j/� N \ H W Lu / Z = Q oU `C`) ^ vJ O of 7 OL Z <> m � J LLI Q J Z LL ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: SHEET OF 68 GENERAL NOTES: NOTES: (AS SPECIFIED ON DWGS NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE 1. SET TREE PLUMB PRIOR TO STAKING. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. IMMEDIATELY SOAK WITH WATER. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN 4. DO NOT BREAK FOOTBALL UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. ALL PRUNING IS RESTRICTED TO THE BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF LANDSCAPE ARCHITECT. CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR 6. CONTMCTORTO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. PLANT SURVIVABILITY OR WARRANTY. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SPECIFICATIONS. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS ANWOR SPECIFICATIONS. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED PLANTING AREA SHRUB TO PREVENT SET -FLING. A I IM I I DURING PLANT INSTALLATION. DRIVEN INTO THE GROUND 30" MIN. PLANTING SOIL MIX IM110-IIIE-11 PLANTING NOTES: 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. B D FAROUND 1. EXCAVATE ROOTBALL PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL) 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-T HIGHER THAN FINISHED GRADE 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCH ING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. CULTIVATE SOIL IN - LANDSCAPE AREA TO A MININUM DEPTH OF 12"; TYP. 12" SAME AS BELOW FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF CURB � OPTION 2: STAKING (FOR EVEF (1) STAKE I IN A CULTIVATED AND MULCHED PLANTING AREA SPACIN SPACING (AS SPECIFIED ON DWGS ROW MULCH LAYER OPTION 1: MULCH LAYER- (AS IFECIFIED) STAKING BEGIN AT PIT LIMITS AND ADD NO MORE I FINZED GRADE (2)STAKEE THAN 3" TAPERING UP TO VAT TREE AS SPECIFIED E TREES ARE COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX TREE.SET AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) AROUNDT 0 10 7 r-Ll� q4,,� 0 GUYING A TOP OF ROOTBALL TO A COMPACT EXCAVATED SOIL HEIGHT OF SPACING TO FORM ROOTBALL PIT ON THE LOWE 12" 2-3" DOWNHILL SIDE OF GRADE FINISHED GRADE PLANTING AREA SHRUB TO PREVENT SET -FLING. A I IM I I DRIVEN INTO THE GROUND 30" MIN. PLANTING SOIL MIX IM110-IIIE-11 TRENCH EDGE SPACING SPAC B D FAROUND FINISHED GRADE R ��?OVREAJ?PN16' k!AB U%FRMLAP I Iffilmlim ENTIRE AREA TO BE PLAN A A B L E pArKA�Imr AFTFp FINAI ... .... MULCHED UNDISTURBED SCARIFY BASE OF PIT BREAK THROUGH AND LOOSEN ALL MIMI- -11177111-110-111=110-111- I I-, MIIM-1pt5 . = I 611 -RI w RETURN EXCAVATED SOIL HARDPANE�REMOVE AS A �11 NECESSA Y TO FACILITATE PROPER DNINAGE AS NEEDED AND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM ROOTBALL PITS SETTLING IN FUTURE TREE STAKING OPTIONS SEE DETAIL FOR SUITABLE TREE I OPTIONS (9 STAKES ON "HIGH SIDE OF TREE KY. CL o _j 22 1/2 31R'ECTION 0 U-FTL75-PE- z 0 PLAN 2 MULCH LAYER ,//r --TRENCH EDGE AROUND . �jmfig& ENTIRE AREA TO BE FINISHED GRADE E:Tj-j;EF5jI I mmmmmmmmmmmm=-M-� REFER TO TREE ROOTBALL PIT DETAIL SECTION COMPACT EXCAVATED SOIL TO!!!! FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TREE PLANTING ON SLOPES SEE DETAI SUITABLE' OPTIONS ? TRENCH E ENTIRE AR MULCHED REFER TO ROOTBALL TREE PLANTING SECTION L-001 SECTION, PLAN L-002 L-003 N.T.S. N.T.S. SECTION, PLAN N.T.S. SECTION, PLAN r- TRENCH EDGE (TYP) UNDISTURBED SUBGRADE� PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4"LAYER OF CULTIVATE SOIL WITH ROTO -TILLER TO PLANTING SOIL MIX INTO BED; PROVIDE A MIN. DEPTH OF 12"; BREAK TRHOUGH 1"OF CROWN FOR EVERY FOOT OF BED HARDPAN AND REMOVE TO PROVIDE WIDTH. GOOD DRAINAGE 12" 12" UNLESS OTHERWISE' Typ. NOTED D.C. CROWN BED 2-3" SPACING TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE ROOTBALL MULCH - D ­ FINISHED GRA�DE 41EDTH A --,g -jj PLAN UNDISTURBED SUBGRADE� PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO -TILLER TO CULTIVATE A MIN. OF 4" LAYER OF AMIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION ---� SHRUB PLANTING (SINGLE & DOUBLE ROWS) 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 Y2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. . I.. D.C. 0 C SPACIN SPACING (AS SPECIFIED ON DWGS ROW IIIEE Typ TYP. EXISTING GRASS SPACING 12" ROW SPACING UNDISTURBED ZBED UNLESS OTHERWISE' AS SPECIFIED E TREES ARE NOTED TRENCH iiiiiii CROWN BED 2-3";; 0 10 7 r-Ll� q4,,� 0 I I I I EE I I I I I I I I E: I I TOP OF ROOTBALL TO A I L Nil REFER TO I I Ii SPACING MIN. OF 2" ABOVE FINISHED '111,1,11411 Typ TAMP LIGHTLY PRIOR TO SETTING GRADE LENGTH OF WOOD STAKES VARIES WITH SHRUB TO PREVENT SET -FLING. rBE MULCH f DRIVEN INTO THE GROUND 30" MIN. ROOTBALL TREE D.C.. 0 C SPACING SPAC B D GRADE. I FINISHED GRADE TYP. EXISTING GRASS PLAN UNDISTURBED SUBGRADE� PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4"LAYER OF CULTIVATE SOIL WITH ROTO -TILLER TO PLANTING SOIL MIX INTO BED; PROVIDE A MIN. DEPTH OF 12"; BREAK TRHOUGH 1"OF CROWN FOR EVERY FOOT OF BED HARDPAN AND REMOVE TO PROVIDE WIDTH. GOOD DRAINAGE 12" 12" UNLESS OTHERWISE' Typ. NOTED D.C. CROWN BED 2-3" SPACING TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE ROOTBALL MULCH - D ­ FINISHED GRA�DE 41EDTH A --,g -jj PLAN UNDISTURBED SUBGRADE� PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO -TILLER TO CULTIVATE A MIN. OF 4" LAYER OF AMIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION ---� SHRUB PLANTING (SINGLE & DOUBLE ROWS) 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 Y2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. . I.. D.C. 0 C SPACIN SPACING (AS SPECIFIED ON DWGS 11111i GRADE I- U10=1 I MI IIIEE Typ TYP. EXISTING GRASS TREE ------- TO REMAIN (AS SPECIFIED ON DWGS.) UNDISTURBED ZBED YHERE 2 EXCEPTWHERE 2 E TREES ARE PLANTED TRENCH iiiiiii FINISHED EDGE GRADE I I I I EE I I I I I I I I E: I I -Lhi I L Nil REFER TO I I Ii OF ROOTBALL TO FINISHED GRADE. ROOTBALL DETAIL; L DETAIL, '111,1,11411 Typ TAMP LIGHTLY PRIOR TO SETTING NOTE: LENGTH OF WOOD STAKES VARIES WITH SHRUB TO PREVENT SET -FLING. HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. SET TOP OF ROOTBALL TREE D.C.. 0 C SPACING SPAC (AS SPECIFIED ON DWGS.) GRADE. I SHRUB PLANTING ON TYP. EXISTING GRASS L-010 TO REMAIN N.T.S. UNDISTURBED 1"X 4" GALV LANDSCAPE STAKE W1 2"X 4" IDOATED EXCEPT WHERE 2 30" ZINC FENCE (2 112'ABOVE); ZMAX. TREES ARE TENSION FENCE BETWEEN POST PRIOR TO ATTACHING TO POST W/ MIN, PLANTED (3) GALV. FLEX 'C'RINGS PER POST. FINISHED 'AEGRADE I I 5- 6 -1 ) STAKE GALV. WIRE HOSE 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. (AS SPECIFIED ON DWGS.) �-- , �TREE MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS GALV) FINISHED-/ T' I Turz WIRE 11111i GRADE I- U10=1 I MI IIIEE Lim I I I - HOSE TREE ------- (AS SPECIFIED ON DWGS.) 45* TYPICAL STAKING: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 115 It 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. REFER TO' GALV. WIRE & RUBBER HOSE (OR EQUAL) AT ETAIL MIN. OF Y2 TREE HEIGHT ROOTBALL D 4. STAKING TO BE CONSISTENT ALONG ALL G 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.) MASS PLANTING AND STAKING ON SLOPE - TREE WIRE �06E STAKING ENLARGEMENT SECTION LAYER F11111110I&I011111 L-004 N.T.S. 1" X4' GALV. LANDSCAPE STAKE W12"X4" X 30' ZINC COATED FENCE (2 1/2'ABOVE); TENSION FENCE BETWEEN POST PRIOR 2'MI TO ATTACHING TO POST W1 MIN. (3) GALV. FLEX 'C'RINGS PER POST. LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE. SHRUB PLANTING ON SLOPE (SET PLANTS PLUMB) 111=1111=1111=1111=11iizzliq MULCH LAYER (AS SPECIFIED) =11111= IIIEE 24" PLANTING (AS SPECIFIED) 111=1111=11IIEZI11=1111=1111 TRENCH iiiiiii EDGE III, I I I I EE I I I I I I I I E: I I (TYP) ADD EXCAVATED SOIL TO BRING TOP 1EE1111 �1111 �1111�1111 OF ROOTBALL TO FINISHED GRADE. 4" MIMI= TAMP LIGHTLY PRIOR TO SETTING 11--1111 SHRUB TO PREVENT SET -FLING. 1--111IN 1111=111 =1111=11111 SET TOP OF ROOTBALL 4. LEVEL WITH FINISHED GRADE. I SHRUB PLANTING ON SLOPE DETAIL L-010 N.T.S. TRENCH EDGE (TYP) 1"X 4" GALV LANDSCAPE STAKE W1 2"X 4" IDOATED /-X 30" ZINC FENCE (2 112'ABOVE); ZMAX. ROW SPACING TENSION FENCE BETWEEN POST PRIOR TO ATTACHING TO POST W/ MIN, (3) GALV. FLEX 'C'RINGS PER POST. LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO FORM ROOTBALL PITON DOWNHILL SIDE. JUNIPER PLANTING ON SLOPE IIII-fli I (SET PLANTS PLUMB) MULCH LAYER (AS SPECIFIED) PLANTING SOIL MIX IIE1111�1111allj1�1111- 30" IAS SPECIFIED) FTRENCH EDGE (TYP) ADD EXCAVATED SOIL TO BRING TOP IIII OF ROOTBALL TO FINISHED GRADE. ��"M[ IN TAMP LIGHTLY PRIOR TO SETTING T SHRUB TO PREVENT SETTLING. SET TOP OF ROOTBALL LEVEL WITH FINISHED GRADE. 3 1/2" MIN. SHRUB (JUNIPER) PLANTING ON SLOPE SECTION, PLAN �005 SECTION L-006 SECTION L-007 DETAIL �011 N.T.S. X.T.S. N. I N.T.S. NOTE: PLANTING SOIL MIX PLANTING PROCEDURE (AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, EDGE. PLACE SOIL FROM EDGE WITHIN BED. REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". RENNIALS / SHRUBS GROUND COVER 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. ROW at IPAESI SPECIFIED ON (AS SPECIFIED ON DRAWING) LAYER OF PLANTING SOIL MIX OVER BED. SPACING DRAWING) LEAVE NO ROOTS EXPOSED ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PERENNIALS MULCH LAYER (AS SPECIFIED) PLANTS & MULCH. WATER THOROUGHLY. (AS SPECIFIED ON MULCH LAYER 2 24" DRAWING) ED j0N (AS SPECIFIED) (UNLESS OTHERWISE EF )R SLOPE 0 Lop FINISHED EDGE NOTED) 12" 7-IDWAIP AGE TRENCH - G FTY I TRENCH EDGE ED E P.) (TYP.) FINISHED GRADE 1111-- IIIIHII X,\, - - - - - - XL 1111i - � </ \'N ... ... ... ... ... ... PERENNI SOIL MIX F u (AS SPECIFIED) -1111=1111z: Flizz Izz 11=1111 =1111 =1111=1111 =1111 =11 ML" ML,--, ML I L CUR13 UNDISTURBED SUBGRADE BREAK I ..... U .... d.. _CULTIVATE SOIL IN LANDSCAPE CULTIVATE SOIL WITH ROTOTILLEFE-�/ BREAKTHROUGH ANY EXISTING "HARD -PAN" AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 12" AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE GOOD PERCULATION & POSITIVE DRAINAGE. I GOOD PERCOLATION & POSITIVE DRAINAGE. UNDISTURBED SUBGRADE------ GROUNDCOVER PLANTING IN MULCH AND CULTIVATED PLANTING AREA MASS PERENNIAL BED PLANTING DETAIL L 014 DETAIL L-008 N I �, 11-j N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Cmzet, VA 22932 434-531-5544 alan@alanfranklinpemm "E3.1 H OF Alan G. Franklin Lic. No. 35326 w 0 N A L I=- 14" T- ui (D < U) < z j ry U) 0 j j > >: I.- Lu C,4 > Lu W < C) (D T- < () z 0- Z LLJ 10� z -j z 0 121� < LL < -i z 2 a_ < Lu co Lu 1-- U) LL KEY ISSUED: 04-24-18 SCALE: REVISIONS: 4'x 8' Box Culvert at Lazy Branch Lane sta. 19+13 Entered Data: 8' Box Culvert at Lazy Branch Lane Sta. 26+40 Entered Data: Shape .. ...... .............. Rectangular � shap.. .. ... Number Of Bdfr¢15 ............... 1 Rectangular solving for ..................... Headwater 1 Chart Number .................... Solving forr..................... 1 Headwater scale Number .................... 1 1 Chart Description ............... CONCRETE PIPE CULVERT; NO BEVELED RING ENTRANCE scale Description .............. SQUARE EDGE ENTRANCE WITH HEADWALL Chart Description ............... p overtopping ..................... off CULVERT; N BEVELED O E ED RING ENTRANCE Stale ............... Flowrate ........................ 140.0000 cfs pDescriptioning... Overtopping manning's n ..................... 0.0130 ............•••••••-• Flowratemanning' ........................ Roadway Elevation ............... 115.3000 cfs 35 8.0000 ft Roadway's ..... .............. Inlet Elevation ................. 349.0000 ft Elevation ............... outlet Elevation ................ 348.0000 ft 362.0000 ft Height .......................... 4.0000 ft 349.0000 ft width ........................... Outlet Elevation ................ 8.0000 ft 348.0000 ft Length .......................... 80.0000 ft 4.0000 ft Entrance LO56 ................... 0.0000 width ........................... 8.0000 ft Tailwater ....................... 3.2000 ft Length .......................... 70.0000 ft Computed Results: L Entrance Loss ... ..... .... Headwater ....................... 352.3415 ft Inlet Control Tailwater ...... ........... slope ........................... 3.2000 ft 0.0125 ft/ft / Computed Results. Velocity ........................ 12.8996 fps Headwater ..................... Messages: 351.8862 ft Inlet control Inlet head > outlet head. 0.0143 ft/ft computing Inlet control headwater. velocity •• .•................... 12.6224 fps Solving Inlet Equation 26. Messages: solving Inlet Equation 28. Inlet head > outlet head. Headwater: 352.3415 ft Computing Inlet Control headwater. DIS- HEAD- INLET OUTLET Solving Inlet Equation 26. CHARGE WATER CONTROL CONTROL FLOW NORMAL CRITICAL OUTLET Solving Inlet Equation TAILWATER Flow ELEV. DEPTH DEPTH TYPE DEPTH DEPTH VEL. DEPTH VEL. DEPTH ft cfs ft ft ft ft ft fps ft fps ft 23.00 350.94 1.94 1.40 NA 0.43 0.64 6.76 0.43 0.00 3.20 CHARGE WATER CONTROL CONTROL 46.00 351.94 2.94 1.98 MA 0.66 1.01 8.74 0.66 0.00 3.20 69.00 352.85 3.85 2.68 MA 0.85 1.32 10.11 0.85 0.00 3.20 92.00 353.89 4.89 3.53 MA 1.03 1.60 11.18 1.03 0.00 3.20 115.00 354.99 5.99 4.49 NA 1.19 1.86 12.07 1.19 0.00 3.20 23.00 350.94 1.94 138.00 356.45 7.45 5.34 MA 1.34 2.10 12.84 1.34 0.41 0.00 3.20 161.00 355.63 0.00 6.63 NA 1.49 2.10 6.29 1.49 9.12 0.00 3.20 3.20 184.00 356.60 0.00 7.60 MA 1.63 2.10 7.19 1.63 0.82 1.32 0.00 3.20 0.00 207.00 357.75 0.00 8.75 NA 1.77 2.10 8.09 1.77 MA 0.00 3.20 0.98 4'x 8' Box Culvert at Lazy Branch Lane Sta. 26+40 Entered Data: � shap.. .. ... .............. Rectangular be Numer Of s .............. 1 Solving forr..................... Headwater Chart Number .................... 1 scale Number .ion ............... 1 Chart Description ............... p CONCRETE PIPE CULVERT; N BEVELED O E ED RING ENTRANCE Stale ............... SQUARE EDGE ENTRANCE WITH HEADWALL pDescriptioning... Overtopping off ............•••••••-• Flowratemanning' ........................ 115.3000 cfs Roadway's ..... .............. 0.0130 Elevation ............... 362.0000 ft le I nlett E Elevation ................. 349.0000 ft Outlet Elevation ................ 348.0000 ft / Height .......................... 4.0000 ft width ........................... 8.0000 ft Length .......................... 70.0000 ft L Entrance Loss ... ..... .... 0.0000 Tailwater ...... ........... .... 3.2000 ft / Computed Results. Headwater ..................... 351.8862 ft Inlet control Slope ..... .................... 0.0143 ft/ft velocity •• .•................... 12.6224 fps Messages: Inlet head > outlet head. Computing Inlet Control headwater. Solving Inlet Equation 26. Solving Inlet Equation 28. Headwater: 351.8862 ft DIS- HEAD- INLET OUTLET CHARGE WATER CONTROL CONTROL FLOW NORMAL CRITICAL OUTLET TAILWATER Flow ELEV. DEPTH DEPTH TYPE DEPTH DEPTH VEL. DEPTH VEL. DEPTH cfs ft ft ft ft ft fps ft fps ft 23.00 350.94 1.94 1.40 NA 0.41 0.64 7.05 0.41 0.00 3.20 46.00 351.93 2.93 1.97 NA 0.63 1.01 9.12 0.63 0.00 3.20 69.00 352 3.85 . NA 0.82 1.32 10.56 0.82 0.00 3.20 ,/ 92.00 353.85 88 4.88 3.4949 3 MA 0.98 1.60 11.69 0.98 0.00 3.20 115.00 354.98 5.98 4.43 MA 1.14 1.86 12.62 1.14 0.00 3.20 138.00 356.45 7.45 5.26 WA 1.28 2.10 13.43 1.28 0.00 3.20 161.00 358.18 9.18 6.19 NA 1.42 2.33 14.13 1.42 0.00 3.20 184.00 360.18 11.18 7.46 MA 1.56 2.54 14.76 1.56 0.00 3.20 207.00 357.57 0.00 8.57 NA 1.69 2.54 8.09 1.69 0.00 3.20 230.00 358.86 0.00 9.86 NA 1.81 2.54 8.98 1.81 0.00 3.20 ° 253.00 360.54 0.00 11.54 NA 1.94 2.54 9.88 1.94 0.00 3.20 If V �� ♦/ r / / I A- j //l V A\ vv v vv v.�v ��A� A�VA vv vv vvv A V vv A A \vim VA I ------/ // �� I V 1 1 / /A d / / // / l /� v v� I DRAINAGEXFEA\v�� �v v��,./ // / If j Av0 50' V 100' 200' V A400• v� v ��� 95 /) / // // /' // / v� v� �� LIMITS, TYP. 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P.`5�5,/ \ /\ 1 / 1 l \\ \)/TMP 8/ 0-5V / 'y L4MITB;TYP. (\.l '� //i ��k/// /' 'v A /IO / / i�I I /� // JAMES RICE ba -49 -- -i------6�4� i I _ / / / \\ -- =� /////� // //� i/ TMP 80- I I\ \\` �^ RECESG VE" PA \ \ / \ \yv /v-0�399fi�P. 4491 (`. T4PAEOF \ ! / // / I I A -f r 60. 1`70 -£ONCENTRATION PATHTYP. F � � 11 rrr/1 - Entered Data: Double 2'x 4' Box Culvert ®Laz Park Lane sta. 31+63 . + _-+ ' �I / - .' i�' I - A V 1 1 v O,/ , ✓ /' F / / / - sha a .. ..... .............. Rectangular - _ +, - - A / V A ` - Numger of Barrels ............... 2 <�A'i. Solving for ................... Headwater ; -/-7 / `/ •a' I l I A Chart Number .................... 1 (\ r \ \\`_r.(r " scale Number .................... 1 Chart Description ............... CONCRETE PIPE CULVERT; NO BEVELED RING ENTRANCE l / scale Description ............... SQUARE EDGE ENTRANCE WITH HEADWALL 1 \ /�_ 1 % r rr `)1/ / •8`•.kII: II \ •( \\ �\ )!i / _ 1 Overtopping ..................... Off manning's n ..................... 0.0130 <fs :: ie;;:,f;pr;i°"'. - _ Roadway Elevation ............... 354. 0000 ft inlet Elevation ............... 348.0000 ft "'� °°°°°^.•s,:; / , T Outlet Elevation ................ 347.0000 ft Height .......................... 2.0000 ft width a.0000 ft / 1 , ` / / / Entrance L ....................... 60.0000 ft \ \ ,:"?2s•i.•mka,:'Siia.Iala. aE:?ie;8 :; I I / / r H, J /_ / r L__ 1 : / / / /// / Entrance Lass ................... 0.000 Tailwater ....................... 1.66000 ft Ni y LJ + Computed Results: :-`e6 :: h& V / Headwater ....................... 349.6792 ft Inlet control v .'•..>'•.3i>`iizplae°` V r A ` �- A Av •:.`•�e?`.� 1 \ slope .. ....................... 0 /` / 9.0167 ft/ ft 3329 fps / W�rI�L.LIA: NC:ATCN Message RESID=NT1A4 inlse: t head > out let he ad. 74Computing Inlet control h e adwater. ADB`2701P. solving Inlet Equation 26. Solving Inlet Equation 28.�B.�71j P. 58�, Headwater: 349.6792 ft V\\\OUTLET CHARGE WATER CONTROL CONTROL FLOW N ORMAL CRITICAL OUTLET TAILWATER A \ Flow ELEV. DEPTH DEPTH TYPE DEPTH DEPTH VEL DEPH VEL. DEPT H /cfs ft ft ft ft ft fps ft fps f t ` 10.00 349.09 1.09 0.17 NA 0.24 0.36 5.26 0.24 0.00 1.60 < 20.00 349.68 1.68 0.90 NA 0.37 0.58 6.79 0.37 0.00 1.60 ;�`\ \y��`r r, ��`�Ir�\�//!� 30.00 350.24 2.24 1.41 NA 0.48 0.76 7.84 0.48 0.00 1.60 / // / / ✓ / / / / // A '-'� „`�`�'� / AV ` ��:e�� �� ,','i �IT r % / vvv 40.00 350.94 2.94 1.94 MA 0.58 0.92 8.66 0.58 0.00 1.60 1 / / />.`rr`.; rA'T'r�� U/ / `- \v\ v / 60.00 35.84 .95 4.84 2.5.95 5 0.67 1.07 9.33 0.67 0.00 1.60 I 1.60 / I / / // // / / / / / / / ��� -"i �` `� `� �yTVr r :�: TT / A f: TT r : �r _ V rr �'i �� (/ / V A A 70.00 352.23 0.00 4.23 NA 0.84 1.20 5.47 0.84 0..76 00 1.60 / / / / / %//-'P'Q¢ A V`, : �^ �`�__ : : /'''/ ��: ( �� 80.00 353.21 0.00 5.21 NA 0.92 1.20 6.25 0.92 0.00 1.60 / /Ti{4F�80�17/ e :`��� /,/'/ / :. J // VAA ` /86TTV`McD A`VFXMgIy'/ / i /� 'FiEr�rtI,BPRHt>QD_stP�`'. ��`����� :�� / \\ :\\� ,� ;;/'/',/'/ �, I/ \ �. ,� \�` ` I I I��:��\�"\ r r : : ` / / " ' \ \ \ / / I�Q. '✓1/@g; P/j16/F "'� RES16F#TIAL �"J::N�`i `.. ' D$. 9301, P2Y1 -0z�4- Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com TH OF Alan G. Franklin Lic. No. 35326 w o �r. SSS /.0 N A L KEY ISSUED: 04-24-18 SCALE: 1" =100' REVISIONS: SHEET OF 68 PIPE DESIGN TABLE n=0.025 for CW n=0.013 for RCP n=0.01 for HOFE Pipe Hydrology Pipe m 2 m= V1 m U u`1 m d ¢ L E U m U le `o m E H E �p E - Oa ° ^m c 5 t y tj E'a 5 o - V ® ° j E E 9 D! E d @ LL $ > E K Pipe run: 2A 2A3 21,2 0.41 1 0.68 0.279 0.279 50D 6.57 1.86 fall 352.31 35207 1 31.86 1 0.013 1 075 1 15 1 561 4.10 0.13 1 10.11 21,2 2A7 1 040 10.75 1 0.300 ji 0.579 1 5.13 1 6.62 1.99 1 3.83 351,971 351.50 1 62.85 1 0.013 1 0.75 1 15 1 5.59 1 4.90 1 0.21 ji 2W5 2604 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 Pipe run: 26 283 2 0.31 0.68 0.211 0.211 500 6.57 1.41 1.41 351.75 351.50 31.84 0.013 0.79 15 5.72 3.90 0.14 48-00 0.013 2122 2131132 0.12 10.85 1 0.103 ji 0.313 1 5.14 1 6.62 1 0.68 1 2.07 1 351.40 351.30 1 15.34 1 0.013 1 065 1 15 1 522 1 4.00 1 0.06 15 11.05 Pipe run: 2C 2C2-1 2C2 0.29 0.77 0.223 0.223 5.00 6.67 1 1.49 1.49 350.28 349.47 43.36 0.013 1.87 15 883 5.00 0.14 LEFT 2C4 2C3 0.27 0.77 0.20B 0.208 500 6.67 1.39 1.39 350.40 349.81 79.13 0.013 0.75 15 5.58 3.80 0.35 2C3 2132 0.18 1 0.77 1 0.139 0.347 1 5 O 1 6.67 li 0.92 1 2.31 1 349.85 1 349.65 1 32.16 1 0.013 1 062 1 15 1 509 1 4.50 1 0.72 2C2 2131 0.24 1 0.77 1 0.185 0.755 1 5.12 1 6.63 1 1.22 1 5.00 1 349.55 1 349.00 1 91.42 1 0.013 1 060 1 112 1 8.15 1 5.10 1 0.30 0.0010 Pipe run: 2D 2D3 2D2 0.34 1 0.77 1 0.262 0.262 1 5.00 1 6.67 1.75 1 1.75 353.11 1 352.87 1 32.38 1 0.013 1 0.74 1 15 1 556 1 4.00 1 0.13 0.10 2D2 2D1 0.09 1 0.85 1 0.077 0.338 1 5.13 1 6.62 0.51 2.24 li 352.77 1 352.20 1 33.73 1 0.013 1 169 1 15 1 840 1 5.80 1 0.70 0.0830 4.1500 Pipe run: 2E 2133 2Q 0.17 1 0.68 0.116 0.116 1 5.00 1 6.57 0.77 0.77 353.41 1 352.75 1 33.89 1 0.013 1 195 1 15 1 9.07 1 4.50 1 0.13 0.20 0.17 2E2 2137 010 1 0.85 0.085 0.201 1 5.13 1 6.62 0.56 1.33 li 352.65 1 352.20 1 52.83 1 0.013 1 085 1 15 1 596 1 3.90 1 0.23 0.61 1 Pipe run: 2F 21=3 21=2 0.24 1 0.77 0.185 0.185 1 500 1 6.57 1.23 1.23 359.46 359.70 1 40.86 1 0.013 1 0.88 1 15 1 6.06 1 3.90 1 0.17 0.92 21`2 2F1 0.09 1 0.85 0.077 ji 0.261 1 5.17 1 6.51 I 0.57 1 1.73 ji 369.001 357.00 1 114.54 1 0.013 1 1.75 1 15 1 8.54 1 5.50 1 035 ji 0.0830 Pipe run: 213 263 2G2 0.13 1 0.72 0.094 0.094 1 5.00 1 6.67 0.62 1 0.62 358.97 357.51 1 195.14 1 0.013 1 0.75 1 15 1 5.59 1 2.60 125 2G2 267 0.D0 1 0.00 O.WD ji 0.094 1 6.25 1 6.27 0.00 1 0.59 357.41 357.00 1 50.94 1 0.013 1 0.80 1 15 1 5.80 1 3.60 0.28 1.20 000 Pipe run: 2H 2FG 2H2 0.17 1 0.95 0.145 0.145 1 5.00 1 6.67 0.96 1 0.96 350.85 350.65 1 38.84 1 0.013 1 0.57 1 15 1 4.60 1 3.00 0.22 6.0 21-2 2H1 0.15 1 0.85 0.128 ji 0.272 1 522 1 6.59 0.84 1 1.79 li 350.55 350.08 1 71.78 1 0.013 1 065 1 15 1 5.23 1 3.00 1 0.31 ji 0.00 Pipe run: A2 1, -3 A2-2 0.25 0.72 0.180 0.180 500 6.67 1.20 1.20 357.19 355.41 94.00 0.013 189 15 8.89 5.00 0.31 1,2-2 1,2-1 0.23 1 0.55 1 0.127 1 0.307 1 531 1 6.56 0.83 1 2.01 li 355.31 1 354.76 1 38.94 1 0.013 141 1 15 1 7,68 1 530 1 0.12 li A2-1 A2 0.15 1 0.85 1 0.128 1 0434 1 5.44 1 6.52 0.83 1 2.83 1 354.66 1 350.08 1 182.88 1 0.013 250 1 15 1 10.22 1 7.10 1 0.43 Pipe run: A4 A4-2 A41 0.11 0.80 O.OBB 0.088 1 5.00 6.67 0.59 059 35325 352.95 1 40.58 1 0.013 074 1 15 1 555 1 2.90 1 0.23 031 A41 A4 0.14 0.77 1 0,108 0.196 1 5.23 6.59 0.71 1 29 35285 352.48 1 38.10 1 0.013 097 1 15 1 637 1 4.06 1 0.16 X38 1 0.31 Pipe run: 0 213 22 0.04 0.95 0.038 0.038 5.00 6.57 0.25 0.25 357.90 356.80 142.96 0.013 077 15 567 2.30 1.04 0.00 212 21 0.08 0.90 1 0.072 0.110 1 6.04 6.34 0.46 0.70 356.70 356.50 1 21.98 1 0.013 0.91 1 15 1 6.16 1 3.40 1 0.11 - RIGHT 0.08 O.fiB 0.054 0.22 0.00 0.22 0.0070 0.0200 2.0 0.0830 4.1500 3.53 0.97 Pipe run: 2J 2J8-1 2J8 0.07 0.85 0 06 0.060 1 5.00 6.57 0.40 040 369.80 368.50 1 22.22 1 0.013 585 1 15 1 15.62 1 5.40 1 0.07 6.0 2,13-1 2J3 OAS 0.80 0.144 0.144 1 5.00 6.67 0.96 0.96 356.55 355.75 1 39.65 1 0.013 202 1 15 1 9.18 1 4.90 1 0.13 0.00 2,19 23B 0.32 0.80 0.255 0.256 5.00 6.67 1.77 1.71 36657 365.60 126.49 0.013 0.77 15 5.66 4.00 0.53 0.223 2J8 2J7 0.DO 0.00 D.WO 0.316 5.53 6.49 0.00 2.05 365.50 360.00 44.85 0.013 111 15 6.82 4.00 0.16 4.1500 2J7 2J6 0.00 000 O.ODD 0.316 568 6.45 0.00 2.03 364.90 363.42 125.53 0.013 1.18 15 7.01 4.90 0.43 100 2J6 2J5 0.18 0.72 0.130 0.445 6.11 6.32 0.82 2.81 363.32 361.76 89.00 0.013 175 15 855 624 0.24 025 2J5 234 0.23 0.77 0.777 0.622 635 6.25 1.11 3.89 361.66 355.40 150.96 0.013 3.89 15 12.74 910 0.29 10.0721 0.29 0.01 1 2J4 233 0.53 CM 0.424 1.046 664 6.16 2.61 6.45 355.30 353.25 63.85 0.013 3.21 75 11.57 9.60 0.11 0.92 2J3 2J2 0.15 0.77 0.116 1.306 675 6.13 0.71 8.01 353.15 352.75 40.68 0.013 098 18 10.42 6.50 0.10 X313 24 2J1 0.09 0.85 0.077 1.382 6.86 6.10 0.47 8.44 35265 352.30 36.95 0.013 095 IS 10.22 6.50 0.09 0.0200 0.0200 Pipe run: 2K 21<6 I 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 15 645 2.50 0.88 2K5 2K4 0.03 0.90 0.027 0.054 588 6.38 0.17 0.34 366.38 365.38 103.05 0.013 097 15 6.36 3.00 0.57 2. 2K3 0.06 0.90 0.054 0.106 646 6.22 0.34 0.67 365.28 363.48 161.72 0.013 099 15 6.43 3.70 0.82 2K3 21<2 1 0.06 1 0.90 1 0.054 1 0162 1 727 1 5.99 0.32 1 0.97 1 363.38 1 359.40 1 159.48 1 0.013 1 2.50 1 15 1 10.20 1 5.60 1 0.47 21<2 2K1 O.D6 1 0.90 1 0.054 1 0.216 1 775 1 5.87 0.32 1 1.27 1 359.30 358.50 1 22.63 1 0.013 1 3.54 1 15 1 12.15 1 6.90 1 0.05 Pipe run: 2L 21_7 215 0.03 0.90 0.027 0.027 5 O 6.87 0.18 0.18 380.80 379.40 132.49 0.013 106 15 6.64 2.60 0.85 0.03 0.90 0.027 0.054 585 6.39 0.17 0.35 380.80 379.40 132.49 0.013 1.06 15 6.64 2.60 0.85 216120 21_50.06 0.90 0.054 0.108 6.70 6.15 0.33 0.66 379.30 375.90 142.75 0.013 2.38 15 997 5.10 0.47 2L40.00 0.90 O.00D 0.108 7.77 6.02 0.00 0.65 375.80 365.90 164.60 0.013 601 15 15.84 6.90 0.40 2L30.D6 0.90 0.054 0.162 7.56 5.92 0.32 0.96 365.80 359.90 131.96 0.013 4.47 15 13.66 7.07 0.31 2720.06 0.90 0.054 0.216 7.88 5.84 0.32 1 1.26 359.80 359.00 23.25 0.013 344 15 17.98 6.97 O.Ofi 0.29 Pipe run: 2M 221 1 21,E 1 0.80 1 0.59 1 0.472 1 0.472 1 5 O 1 6.67 1 3.15 1 3.15 1 356.75 1 352.85 1 3058 1 0.013 112.751 15 1 23.07 1 1320 1 0.04 2.0 21M-1 1 2W 0.65 0.68 0.442 0.442 5 O 6.67 2.95 2.95 352.60 351.50 56.44 0.013 1.95 15 902 6.60 0.14 1 4.15004.45 2NE-1 1 2103 0.56 0.59 0.330 0.330 5DD 6.57 2.20 2.20 349.75 348.87 18.92 0.013 465 15 13.93 8.30 0.04 0.93 21,72-2 21,4-1 0.13 0.68 0.088 0.088 5 O 6.57 0.59 0.59 348.13 347.61 44.46 0.013 117 15 699 3.50 0.21 100 21,4-1 2W 0.16 10.68 1 0.109 0.197 521 6.60 0.72 1.30 347.51 1 344.80 32.10 0.013 8.44 15 18.77 8.77 0.06 4 30 0 93 2173 21012 0.13 am 0.111 0.111 SOD 6.67 0.74 0.74 367.12 366.73 38.84 0.013 100 15 6.47 3.50 0.18 21072 2M11 0.31 0.85 0.264 0.374 5.18 6.50 1.74 2.47 366.63 363.76 50.08 0.013 573 15 15.46 9.20 0.09 21071 21010 0.D6 0.85 0.051 4.792 1723 4.27 0.22 2044 363.51 363.21 3184 0.013 0.94 24 21.96 790 0.07 2170 2W 0.01 0.72 0.007 5.003 17.30 4.26 0.03 21.30 363.11 361.53 52.22 0.013 3.03 24 39.35 12.78 0.07 2109 2W 0.05 0.85 0.043 5.045 17.37 4.25 0.18 21.44 361.43 357.46 144.84 0.013 274 24 37.45 12.32 o20 2W 2W 0.20 0.72 0.144 5.189 17.56 4.23' 0.61 21.94 357.36 354.66 117.94 0.013 229 24 34.23 11.50 0.17 2107 2W 041 0.68 0.279 5.468 17.73 4.21 1.17 23.01 354.56 352.10 67.57 0.013 3.64 24 43.16 1400 0.08 2N6 2W 0.13 0.77 0.100 6482 17.81 4.20 0.42 27.22 350.75 350.10 32.16 0.013 2.02 30 58.31 7170 0.05 2M5 214 012 0.65 0.078 7.186 1786 4.19 0.33 30.14 350.00 349.31 68.82 0.013 100 30 41.07 9.10 0.13 2104 2iW 0.05 0.72 0.035 7.222 17.98 4.18 0.15 30.18 349.21 347.72 148.76 0.013 1.00 30 41.05 9.10 0.27 AG 2104 0.26 0.77 O.200 7.753 18.26 4.15 0.83 32.17 347.62 346.43 119.29 0.013 1.00 30 40.97 9.30 0.21 21,4 217 0.DO 0.00 O.ODO 8.211 18.47 4.13 0.00 33.88 1 343.55 1 341.50 1 130.53 1 0.013 1.57 1 30 1 51.40 1 1120 1 0.19 00200 Pipe run: N2 21,2 2N7 OAS 0.72 0.130 0.130 500 6.67 0.86 0.86 349.12 348.23 48.10 0.013 185 15 B.79 4.30 0.19 1 21,7 2W1 0.17 0.77 0.137 0.261 5.19 1 6.60 1 0.86 1 1.72 1 348.13 1 344.80 1 30.56 1 0.013 110.891 15 1 21.32 1 1040 1 0.05 0.1047 0.1247 Pipe run: 20 204 203 1 0.13 0.80 0.104 0.104 500 1 6.67 0.69 1 0.69 1 360.18 1 359.22 1 36.38 1 0.013 1 264 1 15 1 10.49 4.80 0.13 203 202 0.16 0.72 0.175 0.279 5.73 6.62 0.76 1.45 359.12 353.63 126.25 0.013 4.35 15 13.47 7.20 0.29 10.0411 0.17 0.00 1 202 2011 0.14 1 0.72 1 0.101 0.205 1 5.13 1 6.52 0.67 1 1.36 1 353.53 1 352.04 1 98.13 1 0.013 1 1.52 1 15 1 7.96 1 4.00 1 0.34 2.50 201 21,5 1 0.14 1 0.72 1 0.101 0.626 1 542 1 6.53 1 0.66 1 4.09 1 351.941 350.00 1 41.83 1 0.013 1 464 1 15 1 13.91 1 9.90 1 0.07 0.06 0.59 Pipe run: 2P PL ZP7 OAS 0.68 0.122 0.122 5.00 6.67 0.82 0.82 365.38 364.71 61.92 0.013 108 15 6.72 3.70 0.28 0.0054.05 2PI 210701 0.12 0.68 1 0.082 0.204 1 5.28 1 6.57 0.54 1 1.36 li 364.61 363.86 1 82.23 1 0.013 1 0.91 1 15 1 6.17 1 4.00 1 0.34 2.0 0.0830 Pipe run: 20 ZQ1-1 Z01 0.45 0.68 1 0.305 0.306 1 5.00 1 6.67 2.04 1 204 1 364.87 364.31 1 46.36 1 0.013 1 1.21 1 15 1 7.10 1 5.00 0.15 0.85 204 2Q3 7.00 0.55 1 3.850 3.850 1 17.00 1 4.29 76.52 1 16.52 367.15 366.70 1 3028 1 0.013 1 149 1 24 1 27.58 1 9.20 1 0.05 203 2Q2 0.00 1 0.77 I O.WO 3.850 1 17-051 4.29 0.00 1 16.50 li 366.60 1 365.10 1 99.00 1 0.013 1 152 1 24 1 27.85 1 9.30 1 0.78 li 2Q2 2Q1 014 1 0.68 1 0.095 3.945 1 17-231 4.26 1 0.47 1 16.83 1 365.00 1 364.31 1 35.44 1 0.013 1 1.95 1 24 1 31.57 1 7020 1 0.06 201 2M71 I 015 1 0.77 1 0.116 1 4.367 1 17.291 4.26 1 0.49 1 18.591 364.21 1 363.61 1 82.46 1 0.013 1 0.73 1 30 1 34.99 1 7.20 1 0.19 0.20 Pipe run: 2R 2121-A 2R7 1 0.05 1 0.55 1 0.028 1 0.028 1 5.00 1 6:67 0.18 1 0.18 1 363.75 1 362.25 1 22.94 1 0.013 1 6.54 1 15 1 16.52 1 440 1 0.09 0.0010 2 L2 2R7 0.16 0.77 0.123 0.123 BD0 5.B1 0.72 0.72 36280 362.25 47.39 0.013 1.16 15 696 3.70 0.21 1 0.1247 2512 0.39 O.T7 0.390 ji OA51 821 1 5.76 1.73 2.60 li 362.15 1 361.90 1 32.16 1 0.013 1 0.78 1 15 1 5.70 1 4.54 1 0.12 2.0 0.0830 Pipe run: 2i 2T2 277 009 0.85 0.077 0.077 5,00 1 6.67 0.51 0.51 1 353.70 1 353.00 1 19.04 1 0.013 1 368 1 15 1 12.39 1 4.50 1 0.07 100 Pipe run: 2S 2516 2575 0.39 0.77 0.300 0.300 7.00 6.D7 1.82 1.82 375.07 368.91 66.34 0.013 9.29 15 1968. 1002 0.11 2H1 2S15 2S14 012 O.T7 0.092 0.393 7,11 6.D4 0.56 2.37 368.81 368.25 37.35 0.013 150 15 791 5.60 0.11 0.048 0.19 2514 2S73 0.26 0.T7 0.200 0.593 722 6.01 1.20 3.56 368.15 365.16 154.95 0.013 181 15 8.70 5.70 041 3.05 2.50 2$13 2S72 0.14 0.77 0.106 1.152 7.63 5.90 0.64 6.80 362.30 361.17 1D4A5 0.013 1.08 18 10.94 6.50 0.27 0.0830 21572 2571 0.00 000 0.000 1.152 72D 5.84 0.00 6.72 361.07 360.50 45.21 0.013 1.26 18 11.79 5.90 0.11 0.57 2571 2510 0.08 0.80 0.064 1.216 8.01 5.B1 0.37 7.06 360.40 357.20 1WAO 0.013 2.13 18 15.34 8.50 0.29 a30 2S10 2S9 0.17 0.68 0.116 1.331 830 5.74 0.66 7.64 357.10 353.99 100.88 0.013 3.08 18 18.44 9.90 0.17 1.13 2S9 2S8 0.20 0.63 0.126 1.457 8.47 5.70 0.72 8.30 353.89 349.78 131.44 0.013 3.13 18 16.57 1022 0.21 2S8 2S7 0.17 0.63 0.107 1.564 B.fi9 5.65 0.61 8.94 349.68 347.43 1D3.74 0.013 217 16 15.47 9.05 0.19 2S7 2S6 0.18 0.63 0.113 1.678 8.8B 5.61 0.64 9.41 347.33 346.61 39.74 0.013 1.87 18 14.14 8.66 0.08 0.0010 2S6 2S5 0.19 0.68 0.129 1.807 895 5.59 0.72 10.10 1 346.51 345.31 1 67.87 1 0.013 1.77 18 13.97 3.60 1 0.13 2N1 2S5 2S4 0.11 0.72 0.079 1.886 9.09 5.56 0.44 10.49 345.21 343.77 103.60 0.013 1.39 IS 12.38 7.00 0.22 1 60 2S4 ZS3 0.09 0.85 0.077 1.963 9.31 5.51 0.42 10.82 343.67 34325 41.98 0.013 1. so 24 22.63 6.00 0.10 25120 2S3 2S2 0.12 0.80 0.096 2.059 941 5.49 0.53 11.30 343.15 342.35 78.77 0.013 102 24 22.80 7.70 0.18 21,12-1 282 2S7 0.00 0.00 O.ODD 2.059 9.59 5.45 1 0.00 1 11.22 1 342.25 1 341.50 1 74.06 1 0.013 1 1.07 1 24 1 22.77 1 7.20 0.17 Pipe run: 2U 218 2U7 0.39 0.40 1 0.156 0.156 500 1 6.67 1 1.04 1 1.04 1 375.75 1 365.86 1 156.00 1 0.013 1 6.34 1 15 1 1627 1 7.40 0.35 1 5.14 1.77 2.57 365.75 364,10 40.00 0.013 4.12 15 13.12 6.30 0.08 2117 2116 0.86 0.40 0.344U1.8051183 21.6 21.15 0.00 0.00 0.0009 5.12 0.00 2.56 364.00 354.13 76.00 0.013 12.99 15 23.28 12.50 0.10 215 2114 0.44 0.63 0.2779 5.11 1.42 3.97 354.03 353.76 36.00 0.013 0.75 15 5.59 4.90 0.12 21.4 2113 0.86 0.68 0.58551 5.08 2.97 6.92 353.66 353.28 50.75 0.013 075 18 909 5.70 0.15 260 2112 0.26 0.12 0.1876 S.D6 0.95 7.84 353.18 352.68 60.22 0.013 0.83 24 20.61 5.90 0.17 2L2 2U7 0.32 0.80 0.2563 5.D3 1 1.29 1 908 352.58 352.00 1 7400 0.013 0.78 24 20.03 '0.70 0.20 PIPE DESIGN TABLE n=0.025 for CMP n=0.013 for RCP n=0.01 for HOPE Pipe Hydrology Pipe m 15 rn Ip m tj w a W m is cis c O W Q `. 9 U Q U $ ry -E ? Q p E m _� c 'i0 - � m Q o m O g45 2 b m _ c v m j a 5 _ v $ J on c E a w W E O O u r 3 Sa LL a i E LL x E W Pipe run: 2V 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 2140.25 0.68 0.170 0.278 5.39 6.54 1.11 1.82 355.63 355.28 31.84 0.013 1.10 15 6.77 4.70 0.11 2V4 2V3 0.17 0.77 0.131 0.409 5.50 6.50 0.85 2.66 355.18 353.11 109.75 0.013 1.89 15 8.87 6.30 0.29 2V3 2V2 0.14 0.80 0.112 0.521 5.79 6.47 0.72 3.34 353.01 352.35 78.88 0.013 0.84 15 5.91 5.00 0.26 2V2 2V1 0.06 0.77 0.046 0.567 6.05 6.33 0.29 3.59 352.25 352.00 24.00 0.013 1.04 1 15 6.59 5.50 0.07 C =_m - Pipe run: 2W 2603-2 2603-1 1 3.21 0.45 1.445 1.445 13.00 4.84 6.99 1 6.99 1 345.75 1 344.50 1 51.00 0.013 2.45 1 15 1 10.11 1 8.90 0.10 u 2W3-1 2603 0.37 0.68 0.211 1.655 13.10 4.82 1.02 1 798 1 344.40 1 343.35 1 31.84 0.013 3.30 1 18 1 19.08 1 10.30 1 0.05 O c T v 2W5 2604 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 2603 0.12 0.77 0.092 0.407 5-10 6.63 0.61 2.70 347.99 343.35 102.31 0.013 4.54 15 13.76 8.70 0.20 2603 2W2 0.10 0.77 0.077 2.140 13.12 4.82 0.37 10.31 343.25 339.10 114.08 0.013 3.64 18 20.03 1142 0.17 2602 2607 0.00 0.77 0.000 2.140 13.29 4.79 0.00 10.25 339.00 336.00 36.32 0.013 8.26 18 30.19 15.40 0.04 0.00 Pipe run: 2X 2X5-2 2X81 1.40 040 0.560 0.560 1310 482 2.70 270 343.75 339.43 48-00 0.013 9.00 15 19.38 1.1 10 0.07 2133 2X5-1 2X5 0.25 0.72 0.180 0.740 13.17 4.81 0.87 3.56 339.33 337.85 50.60 0.013 2.92 15 11.05 8.00 0.11 LEFT 1 0.12103770 2X5 -B 2X5 0.70 0.59 0.413 0.413 5.00 6.67 2.75 2.75 339.75 337.85 23.69 0.013 8.02 15 18.29 1 10.70 0.04 0921 2X -1 2X4 0.13 0.80 0.104 0.104 5.00 6.67 0.69 0.69 338.65 337.20 71.79 0.013 2.02 15 9.18 4.40 0.27 0.00 10.37 2X3-1 2X3 0.15 0.80 0.120 0.120 5.00 6.67 0.80 0.80 338.65 337.20 71.79 0.013 2.02 15 9.18 4.50 0.27 0.0010 2X6 2X5 OAS 0.77 0.123 0.123 5.00 6.67 0.82 0.82 338.65 337.85 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 6.83 337.75 33720 31.86 0.013 1.73 18 13.80 7.70 0.07 2X4 2X3 0.10 0.80 0.080 1.607 13.28 4.79 0.38 7.70 337.10 336.70 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 7.68 336.00 331.27 77.88 0.013 6.07 18 25.89 12.70 0.10 2X2 2X1 0.00 0.00 0.000 1.607 13.47 4.76 0.00 765H 330.50 45.00 0.013 1.49 18 12.82 7.60 0.10 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH Intensity 1400 6h nnings Coefficient, in is 0.013 ( intensity is 4 iNhr for spread, and 6.5 iNhr for capacity and depth) Inlet Hydrology Inlet Curb and Gutter Hydrology Inlet Curb and Gutter Q_ _ C =_m - Inlet ds d S S T4`s cv U m b u v a 'o It B S - .o . m 0 W 8 _`m _ A C = 3 3 a rn � 6�i 1a r 19 s - � ._- v L6 - � � u m m m m L8T 0.08 0.77 0.062 0.25 COO 0.25 0.0010 0.0200 2.0 0.0830 4.1500 4.65 1.00 O O c T v E K RIGHT 0.10 0.77 0.077 0.31 0.03 0.34 0.0010 0.0200 2.0 0.0830 4.1500 5.72 0.87 2C3 X313 8.0 1.12 0.00 1.12 Gt@1=65in/hr=l 0.95 1 0.0830 4.1500 3.96 0.95 2.5120 0.1047 10.33 0,005 1 6.13 100 1.12 0.00 283 2133 X38 8.0 0.31 0.75 0.233 0.93 0.00 0.93 D.D200 0.0200 2.0 00830 4.1500 3.35 0.98 2.5120 0.1047 LEFT 1 0.12103770 1.00 0921 0.37 0.00 10.37 B82 0.0010 0.0200 2.0 0 0830 A 1520 5 29 0.87 0.74 0.00 0.74 0.0100 RIGHT 0.12 077 0.092 0.37 0.00 0.37 00010 00200 2.0 0.0830 4.1500 5.29 0.67 2132 1 DI -3C 1 10.0 1 0.1173 600 a@l=65ir1hr=l 1.20 1 0.00 C3 21`3 X3B 8.0 1 0.32 1 0005 1 5.63 0.74 0.00 0.74 0.0240 0.0200 2.0 0.0830 4.1500 2.31 100 2.5120 0.1047 0.1247 775 1.03 100 074 0.00 2133 2E3 53B 6.0 LEFT RIGHT 1 0.07 0.06 0.7210.0501 072 0.20 1 0.00 0.048 0.17 0.00 0.20 0.17 1 0.0070 00010 1 0.0200 00200 1 2.0 2.0 1 0.0830 00830 1 4.15603.22 41500 2.69 0.98 1.00 1.00 2.5120 0.1047 - 2G3 D43C 6.0 0.46 0.00 2D3 QI @ 1= 6.5 with, = 0.61 1 8.0 0.30 0.77 0.231 0.92 0.00 1 0.30 0.005 4.56 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 2134 X38 LEFT RIGHT 1 0.06 0.03 1 077 0.77 1 CO621 0.023 025 1 0.00 1 025 0.0010 1 0.0200 1 2.0 0.0830 4.15003.95 7.27 0.9s 0.96 0.80 0.03 2133 0.09 0.01 0.10 0.0010 0.0200 2.0 0.0830 4.1500 1.78 1.00 A4-1 X30 6.0 a @ I = 6 5,d1hr =1 0.57 1 1 0.30 1 0005 1 4.36 2A2 X38 10.0 0 40 075 0 300 1.20 000 720 0.0200 0.0200 2.0 a 0830 4.1500 4.19 L9-7007 RIGFn 0.10 0.85 0601 024 0.00 0.085 0.34 0.00 020 0.34 1 00010 1 0.0070 1 00200 1 0.0200 20 1 2.0 0.0830 0.0830 4.1500 4.1500 421 4.99 am 0.89 D938 6.0 0.12 - 21-2 1 X313 1 8.0 1 0.0200 0.0200 (N@l=65in1hr=l 0.94 1 1.72 1 00 2.5120 0.1047 0.1247 560 1 032 1 0.005 1 5.37 0.00 2C2 LffT 0.08 0.85 0.068 0.27 000 0.27 0.0010 0.0200 2.0 0.0830 4.1500 4.21 0.94 0.31 0.00 031 - RIGFR 0.07 0.85 10.0601 0.24 1 0.00 0.24 1 0.0010 1 0.0200 1 2.0 1 0.0830 14.1500 3.82 0.96 2H1 X313 1 &0 1 0.1047 0.1247 Qt@1=65infhr=l 0.83 1 0.31 0.00 2122 2E2 X38 1 0.31 1 0005 1 4.94 0.085 0.34 0.00 0.34 0.0220 0.0200 2.0 0.0630 4.1500 1.57 1.00 2.5120 0.1047 0.1246 5.30 1.13 100 0.34 0.00 2D2 202 X38 LFFT 008 0 fib 0 054 022 0.00 022 00010 00200 20 0.0830 4.1500 353 097 1.56 1.00 2.5120 - RIGHT 0.08 O.fiB 0.054 0.22 0.00 0.22 0.0070 0.0200 2.0 0.0830 4.1500 3.53 0.97 MA X313 6.0 0.31 0.00 2C2-1 Ot@I=65 in/hr =1 0.71 1 6.0 0.29 0.77 0.223 0.89 0.00 1 034 0,005 1 6.74 2.0 0.0830 4.1500 5.06 0.89 2.5120 0.1047 01132 600 1.00 100 0.89 0.00 2C2 1,2-3 X38 8.0 025 072 0.180 072 000 LEFT 1 0.10 1 0.72 10.0721 0.29 0.01 1 0.30 1 0.0010 1 0.0200 1 2.0 O. D830 1 4.15004.57 0.1247 0.92 111 100 072 - RIGFfC 016 072 0.115 046 000 046 00010 00200 20 00830 4.1500 606 082 2N40.30 X313 10.0 I 0.55 O.tD Olt @I=6.5 in/hr =1 1.23 1 0.0200 0.0200 20 00830 4.1500 1.86 1 033 1 0.005 1 5.76 0.1247 600 100 100 051 0.00 A4-7 LffT RIGHT I 0.09 0.10 1 0.68 OM 0.0611 0.24 1 0.05 1 0.29 1 0.0010 1 0.0200 2.0 0.0030 1 4.15004.45 0.93 X313 10.0 0.56 - 0.068 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0830 4.1500 4.27 0.94 2S6 X313 60 0.0200 0.0200 2.0 Ot@I=6.5 n1hr =1 0.92 1 091 2.5120 0.1047 0.1152 10.00 100 033T-0005 1.39 600 A2 - A2 DI -3B 10.0 0.50 0.62 0.310 1.24 0.00 1 24 0.0200 0.0200 2.0 0.0830 4.1500 4 30 0 93 2.5120 0.1047 0.1173 9 5 1.05 LEFT 0.06 0.65 0039 0.16 0.00 0.16 00010 00200 20 0.0830 4.1500 250 0.99 - RGHr 0.06 O.fiS 0.039 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0830 4.1500 2.50 0.99 2NE 1 DI -313 I 60 I Qt@l=65ir1hr=l 0.51 1 A4-2 X3B 6.0 0.11 1 0.30 1 0005 1 4.60 0.00 035 0.0218 0.0200 2.0 0.0830 4.1500 159 100 2.5120 0.1047 0.1247 536 1.12 100 0.35 0.00 A4-1 - LEFT 1 0.07 1 0.59 10.0411 0.17 0.00 1 0.17 0.0010 1 00200 1 2.0 0.0830 4.1500 2.50 0.99 - RIG4f/ 0.06 0.59 0 035 0.14 0.01 0.15 00010 00200 20 0.0830 41500 2 50 0 99 2W 10.313 1 6.0 0.62 0.347 1.39 Qt@1=65in/hr=l 0.51 1 0.0200 2.0 0.0830 4.1500 5.411 086 1 0.34 0.0054.05 0.1100 957 704 100 1.39 0.00 A3 - A3 X3B 10.0 0.50 0.62 0.310 1.24 0.00 124 0.0200 0.0200 2.0 0.0830 4.1500 5.54 0.85 LEFT 0.07 0.70 0.049 0.20 0.06 0.26 0.0010 0.0200 2.0 O.D830 4.15000.95 6.0 0.09 0.85 0.077 0.31 - RIGHT 0.08 0.70 0.056 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0830 4.1500 3.53 0.97 201 1 X313 1 6.0 1 0.1247 600 Qt@1=65infhr=l 0.78 1 0.00 2H2 - 2J2 X3B 6.0 1 032 1 0.005 535 0.51 0.00 0 5 1 0.0220 0.0200 2.0 0.0830 4.1500 2.00 100 2.5120 0.1047 0.1247 6 O 1.00 1 O 0.51 0.00 2H1 Lffl" 0.07 0.68 0.048 0.19 0.00 0.19 0.0010 00200 2.0 0.0630 4.1500 4.1500 3.05 2.50 0.99 0.99 - RIGFR 0.06 0.68 0.041 0.16 0.00 0.16 0.0070 0.0200 2.0 0.0830 2PI X313 60 21,12 0438 8.0 Qt@I=6.5 in/hr= 0.57 0.130 0.52 0.00 0.52 0.0300 0.0200 2.0 a30 0.005 4.36 100 2.5120 0.1047 0.1247 709 1.13 100 0.52 0.00 2W LEFT 0.07 0 7] 0 054 0.22 11.00 0.22 0.0010 0.0200 20 00830 4.15D0 353 0.97 2N1 X38 - RIGHT 0.07 0.77 0.054 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0830 4.1500 3.53 0.97 2R1 X313 1 60 1 00200 2.0 Qt@1=65ihlhr=j 070 1 100 25120 0.1047 0.1247 670 119 1 031 0.005 5.00 21,12-1 LBT 0.07 077 0.054 0.22 0 0 0.22 O.D010 00200 2.0 00830 41500 353 0.97 000 0.38 0.0200 - RIGM 0.07 0.77 0.054 0.22 000 0.22 0.0070 0.0200 2.0 0.0830 4.1500 3.53 0.97 2S13 1 X313 1 6.0 1 LffT RIGFir 0.08 0.06 0.55 0.68 Qt@1=65inlhr=l 0.044 0.18 0.00 00411 0.16 1 0.00 1 0.70 0.18 0.16 0.0010 1 0.0070 0.0200 1 00200 2.0 1 20 0.0830 1 0.0680 4.1500 1 4.7500 2.88 2.88 0.99 0.99 1 031 1 0.005 1 5.00 - 2U4 X313 8.0 00200 2.0 00830 Qt@1=6.5in/hr= 0.55 1.00 25120 0.1047 0.1247 521 115 100 0.28 0.004 3.75 LEFT 1 0.07 10.80 1 0.0561 0.22 0.01 0.23 1 0.0010 0.0200 1 2.0 1 0.0830 1 4.1500 3.68 0.97 0.0200 2.0 00830 - RIGHT 0.07 080 0.056 0.22 0.01 0.23 0.0010 00200 2.0 00830 4.1500 3.68 0.97 2V3 I X313 1 10.0 j 2M11 Qt@1=65in/hr=l 0.76 1 0.85 0.051 0.20 0.03 0.24 0.0300 1 0.30 1 0.005 1 4.66 4.1500 1 1.40 100 2.5120 0.1047 0.1247 464 129 100 024 0.00 201 LEFT 1 0.11 10,77 1 CO851 0.34 0.00 1 0.34 1 0.0010 1 0.0200 1 2.0 0.0830 1 4.1500 4.99 0.99 - RIGHT 0.08 0.77 0.062 0.25 0.13 0.38 0.0010 0,0200 2.0 0.0630 4.1500 5.38 0.86 2X5 X313 10.0 0.00 0 03 0.0200 OI@I=6.5 in/hr =1 1.16 1 4.1500 C 6' 1 00 2.5120 0.1047 0.1247 1 0.32 0.005 5.55 0.03 0.00 2P1 LffT 0.05 0.80 0.040 0.16 0.00 0.16 0.0010 0.0200 2.0 OA630 4.1500 2.50 0.99 0.122 0.49 0.00 - RIGHT 005 0.80 0.040 0.16 1 0.01 10.17 1 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 2.50 1 0.99 2X4 X313 6.0 4.1500 1.54 Qt@1=65in/hr=l 0.54 1 0.1247 100 0.49 0.00 1 0.29 0.004 4.21 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 14.00 1 Mannings Coefficient, n Is 0.016 Ontensity is 4 irdhr for spread, and 6.5 Whir for capacity and depth) Inlet Hydrology Curb and Gutter Inlet Z' p 4Zu 9 5{ u m m m m m m a m o 3 - N h h � r W O O c T v E K 2A3 X3B 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 1.11 100 1.12 0.00 283 2133 X38 8.0 0.31 0.75 0.233 0.93 0.00 0.93 D.D200 0.0200 2.0 00830 4.1500 3.35 0.98 2.5120 0.1047 0.1226 8.00 1.00 1.00 0.93 0.00 B82 6132 D43B 6.0 0.24 0.77 0.185 0.74 0.00 0.74 0.0100 0.0200 2.0 00830 4.1500 443 0.93 2.5120 0.1047 0.1173 600 1.00 100 0.74 0.00 C3 21`3 X3B 8.0 0.24 0.77 0.185 0.74 0.00 0.74 0.0240 0.0200 2.0 0.0830 4.1500 2.31 100 2.5120 0.1047 0.1247 775 1.03 100 074 0.00 2133 2E3 53B 6.0 0.17 0.68 0.116 0.46 0.00 0.46 0.0220 0.0200 2.0 00830 4.1500 1.76 1.00 2.5120 0.1047 0.1246 6.00 1.00 1.00 0.46 0.00 2D3 2D3 X3B 8.0 0.30 0.77 0.231 0.92 0.00 0.92 D.D193 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 2134 X38 0.0830 4.1500 3.66 0.97 2.5120 0.1047 0.1215 7.27 0.83 0.96 0.80 0.03 2133 2A2 X38 10.0 0 40 075 0 300 1.20 000 720 0.0200 0.0200 2.0 a 0830 4.1500 4.19 094 2.5120 0.1047 0.1184 9.33 1.07 1 00 1 20 0.00 282 - 2B2 D938 6.0 0.12 0.85 0.102 0.41 0.00 041 0.0200 0.0200 2.0 00830 4.1500 1.72 1 00 2.5120 0.1047 0.1247 560 1.07 1 00 0 41 0.00 2C2 I 212 X38 SO 0.09 0.85 0077 0.31 0.00 031 0.0240 0.0200 2.0 0.0830 4.1500 1.49 1.00 2.5120 0.1047 0.1247 523 1.15 100 0.31 0.00 2122 2E2 X38 6.0 0.10 0.85 0.085 0.34 0.00 0.34 0.0220 0.0200 2.0 0.0630 4.1500 1.57 1.00 2.5120 0.1047 0.1246 5.30 1.13 100 0.34 0.00 2D2 202 X38 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 0.7245 5.13 1.17 1.00 0.31 0.00 2C2-1 2132-1 0930 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 01132 600 1.00 100 0.89 0.00 2C2 1,2-3 X38 8.0 025 072 0.180 072 000 072 00200 00200 20 00830 4.1500 2.52 1.00 25120 0,1 047 0.1247 721 111 100 072 0.00 A2-2 1,2-2 X313 6.0 023 0.55 O.tD 0.51 000 0.51 0.0200 0.0200 20 00830 4.1500 1.86 100 2.5120 0.1047 0.1247 600 100 100 051 0.00 A4-7 A2-1 X313 10.0 0.56 0.62 0.347 1.39 0.00 1.39 0.0200 0.0200 2.0 0.0830 4.1500 4.69 091 2.5120 0.1047 0.1152 10.00 100 100 1.39 0.00 A2 - A2 DI -3B 10.0 0.50 0.62 0.310 1.24 0.00 1 24 0.0200 0.0200 2.0 0.0830 4.1500 4 30 0 93 2.5120 0.1047 0.1173 9 5 1.05 1 UO 1.24 0.00 2H1 A4-2 X3B 6.0 0.11 0.80 0.088 0.35 0.00 035 0.0218 0.0200 2.0 0.0830 4.1500 159 100 2.5120 0.1047 0.1247 536 1.12 100 0.35 0.00 A4-1 - A4 DI3B10.0 0.56 0.62 0.347 1.39 0.00 139 0.0189 0.0200 2.0 0.0830 4.1500 5.411 086 2.5120 0.1047 0.1100 957 704 100 1.39 0.00 A3 - A3 X3B 10.0 0.50 0.62 0.310 1.24 0.00 124 0.0200 0.0200 2.0 0.0830 4.1500 5.54 0.85 2.5120 0.1047 0.1090 9.76 1.02 100 1.24 0.00 2H2 2J3 X3B 6.0 0.09 0.85 0.077 0.31 0.00 031 0.0220 0.0200 2.0 0.0830 4.1500 1.65 1.00 2.5120 0.1047 0.1247 600 100 100 0.31 0.00 2H2 - 2J2 X3B 6.0 0.15 0.85 0.128 0.51 0.00 0 5 1 0.0220 0.0200 2.0 0.0830 4.1500 2.00 100 2.5120 0.1047 0.1247 6 O 1.00 1 O 0.51 0.00 2H1 21,12 0438 8.0 0.18 0.72 0.130 0.52 0.00 0.52 0.0300 0.0200 2.0 0.0830 4.1500 1.75 100 2.5120 0.1047 0.1247 709 1.13 100 0.52 0.00 2W 2N1 X38 8.0 0.17 077 0.131 052 000 0.52 00250 00200 2.0 00830 4.1500 1.80 100 25120 0.1047 0.1247 670 119 100 0.52 0.00 21,12-1 253 X38 6.0 0.12 0.80 0.096 038 000 0.38 0.0200 0.0200 2.0 00830 4.1500 1.67 1.00 25120 0.1047 0.1247 5.41 111 100 038 0.00 21,12-2 - 2W-2 DF39 6.0 1 0.13 0.68 0.088 0.35 0.00 0.35 0.0200 00200 2.0 00830 4.1500 1.60 1.00 25120 0.1047 0.1247 521 115 100 035 0.00 21,12-1 21012 X38 10.0 0,31 0.85 0.264 1 1 05 1 0.00 1.05 0.0500 0.0200 2.0 00830 4.1500 1 2.26 1.00 1 2,5120 0.1047 0.1247 11.76 0.85 097 1,02 0.03 21011 2M11 X3B 6.0 0.06 0.85 0.051 0.20 0.03 0.24 0.0300 0.0200 2.0 0.0830 4.1500 1 1.40 100 2.5120 0.1047 0.1247 464 129 100 024 0.00 201 21010 D43A 2.5 0.01 0.72 0.007 0.03 0.00 0 03 0.0200 0.0200 2.0 0.0830 4.1500 C 6' 1 00 2.5120 0.1047 0.1247 1.25 0.03 0.00 2P1 2P2 X3B 6.0 0.18 0.68 0.122 0.49 0.00 049 00200 0.0200 2.0 0.0830 4.1500 1.54 100 2.5120 0.1047 0.1247 100 0.49 0.00 2P1 2ND X38 SO 0.05 0.85 0043 0.17 0.00 0.17 0.0400 0.0200 2.0 0.0630 4.1500 1.08 1.00 2.5120 0.1047 0.1247 496 121 0.17 0.00 2W 2N6 01-3B 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 763 1.31 0.58 0.00 2107 - 2W DF3B 8.0 0 41 0.68 0 279 1.12 0.00 1.12 00320 0.0200 20 00830 4.1500 3.19 1.00 25120 0.1047 0.1245 10.63 0.75 1.10 1 0.01 21,13 2Q1-1 X3B 8.0 045 0.68 0306 122 0.00 122 1 0.0200 0.0200 20 0.0830 4.1500 1 4.25 1 094 2.5120 1 0.1047 1 0.1184 983 001 095 1.16 0.06 201 2511 X38 6.0 0.08 0,80 0 064 026 000 0.26 0.0400 00200 20 00830 4.1500 1.37 1.00 2.5120 0.1047 0.1247 668 OM 098 0.25 0.01 2S1O 2510 X38 8.0 0.17 0.68 0.116 0.46 0.01 0.47 0.0325 0.0200 2.0 011830 4.1500 1.68 1.00 2.5120 0.1047 0.1246 7.08 1.13 1.00 0.47 0.00 2S9 2S9 X38 8.0 0.20 0.63 0.126 0.50 0,01 051 0.0310 0.0200 2.0 0.083D 4.1500 1.72 1,00 2.5120 0.1047 0.1245 7.10 1.13 1.00 0.51 0.00 288 2S8 X38 6.0 0.17 0.63 0.107 0.43 0.00 043 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 X38 6.0 0.18 0.63 0.113 045 000 0.45 00100 0.0200 20 00830 4.1500 2.13 100 25120 0.1047 0.1245 5.10 120 100 045 0.00 2S6 2W X33 4.0 005 072 0 036 0.14 000 0.14 00320 0.0200 20 0 0830 4.1500 1.05 1.00 25120 0.1047 0.1247 440 091 099 0.14 0.00 21,13 - 204 X38 8.0 0.13 080 0.104 0.42 000 042 0.0600 00200 2.0 0.0830 4.1500 141 1 00 25120 0.1047 0.1247 800 1.00 100 0.42 0.00 202 202 X3B 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 X38 6.0 0.14 0.72 0101 0.40 0.00 0.40 0.0200 0.0200 2.0 0.0830 4.1500 1 1.70 1.00 1 2.5120 0.1047 0.1247 5.53 1.08 1.00 040 0.00 21,5 203 X3B 8.0 0.16 0.72 0.115 0.46 0.00 046 0.0600 0.0200 2.0 4.1500 1.50 106 2.5120 0.1047 0.1247 878 0.91 099 046 0.00 2NE-1 2106-1 X313 120 065 0.68 0442 V7 000 ti] 00280 00200 20 4.1500 4 9 100 25120 0.1047 0.1247 1200. 100 100 177 0.00 2106 272 X38 6 0.09 0.85 0.077 031 0.00 0.31 0.0200 0.0200 2.0 dO.O83 4.1500 1.55 1.00 2.5120 0.1047 0.1247 5.19 1.16 100 0.31 0.00 284 - 2S4 X38 6.0 0.09 0.85 0.077 0.31 0.00 0.31 D.D2DD 0.0200 2.0 2S5 X38 60 0.11 072 0079 032 000 032 0.0200 0.0200 2.0 41500 1.55 100 2.5120 01047 01245 526 1.74 100 0.32 0.00 2S6 2516 X313 100 039 077 0300 120 000 1.20 00800 00200 20 4.1500 2.00 100 2.5120 0.1047 0.1247 14.32 070 088 106 0.14 2515 2515 0.38 4.0 0.12 0.77 0.092 0.37 0.14 0.51 0.0650 0.0200 2.0 0.0830 4.1500 - 1.00 2.5120 0.1047 0.1247 940 043 064 0.33 0.18 2R1B 2R1-3 UI -313 8.0 020 077 0.154 062 0.18 0.80 0.0200 0.0200 20 0.0830 4.1500 1.00 25120 0.1047 0.1247 800 1,00 100 0,80 0.00 2R1 21013 X38 100 0.13 0.85 0.111 0 44 000 0.44 00500 0.0200 2.0 0,0830 4.1500 25120 0.1047 0.1247 9.37 1,07 100 0,44 0.00 2R2 R2 X313 6.0 0.16 0.77 0123 0.49 0.00 0.49 0.0200 0.0200 2.0 0.0830 4.1500 2.5120 0.1047 0.1247 650 0.92 090 0,49 0.00 2R1 2574 [1-3B 10.0 0.26 0.77 0200 0.80 0.00 0.80 0.0650 0.0200 2.0 0.0830 4.1500 1.78 100 2.5120 0.1047 0.1247 10.93 0.91 1 100 0.80 0.00 2V6 2V6 X38 8.0 0.15 072 0.108 043 0.00 043 1 0.0600 0.0200 2.0 0.0830 4.1500 1.42 100 2.5120 0.1047 0.1246 800 100 100 1 043 0.00 2V5 2V5 0.38 10.0 0.25 0.68 0.170 0.68 0.00 0.68 0.0500 0.0200 2.0 0.0830 4.1500 1.75 1.00 2.5120 0.1047 0.1245 937 1.07 1 00 068 0.00 2114 2U2 0.38 10.0 0.32 0.80 0.256 1.02 0.00 1.02 0.0400 0.0200 2.0 00830 4.1500 2.52 1.00 1 2.5120 0.1047 0.1247 1087 0.92 099 101 0.01 2113 2U3 X38 8.0 026 072 0.187 075 001 076 0.0226 0,0200 2.0 0.0830 1 4.1500 1 49 1 00 25120 0.1047 0.1247 768 104 1 00 0 76 0.00 2114 2V4 X313 80 0.17 0.77 0.131 052 000 0.52 00517 0.0200 20 00830 4.1500 1.57 1.00 25120 1 0.1047 1 0.1247 884 090 052 0.01 2V3 2V2 0.38 4.0 0.06 0.77 0.046 0.18 0.00 018 0.0337 0.0200 2.0 0.0830 4.1500 1'w I OC 2.5120 0.1047 0.1247 083 - 0.18 0.01 2V3 2VJ5 0.30 10.0 1 0.45 0.70 0.315 1.26 0.00 1 1.26 0.0400 0.0200 2.0 0.0830 4.1500 3.21 0.98 2.5120 0.1047 0.1226 11.971 0.84 0.96 1 1.21 0.05 2603-1 2W3-1 X313 70.D 0.31 0.68 0.211 0.84 0,05 0.89 D.D400 0.0200 2.0 0.0830 4.1500 2.09 1.00 2.5120 0.1047 0.1246 10.00 1.00 100 0.89 0.00 2X6 2X6 0.38 80 0.16 0.77 0.123 0.49 0.00 049 0.0290 0.0200 2.0 00830 4.1500 1.71 1.00 2.5120 0.1047 0.1245 6.83 1.17 100 049 0.00 2X5 2X5-1 0.38 60 125 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 979 0.61 082 0.59 0.13 2X5 2W4 X3B 6.0 0.12 0.77 0.092 0.37 0.00 037 0.0400 0.0200 2.0 0.0830 4.1500 1.45 1.00 1 2.5120 0.1047 0.1247 700 086 26032VJ3 X38 6.0 0.10 0.77 0077 0.31 001 0.32 0.0400 0.0200 2.0 0.0830 4.1500 1.37 1.00 2.5120 0,1047 0.1246 600 1.00 0.00 2X4-1 2X4-1 X38 6.0 0.13 0.80 0104 0.42 000 0.42 0.0290 0.0200 2.0 0.0830 4.1500 1.62 1.00 2.5120 0.1047 0.1245 680 0.88 0.01 2X4 MC070360.01 2X3-1 X38 8.0 0.15 0.80 0120 0.48 000 048 0.0290 0.0200 2.0 0.0830 4.1500 1.70 1.00 2.5120 0.1047 0.1247 B 00 1 00 0.00 2X4 -for inlets draining to storm star management tacit les, w here overland flow to taalmes is not available, 100%capture is required at 65Whr 'I" used for curbs without gNter ,Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com W W 0 ` � �/ Z Z Y 30 _ o J � F_- m J > J `i fV >H (� W J QQ O U 2 0-L1� LIQ Z � J 0z< Q ILL 2E Z Z < LU aM J >J LU I- VJ J Z LL KEY ISSUED: 04-24-18 SCALE: NONE REVISIONS: SHEET NO•i 360 350 340 U) 0 `aD 10+00 STORM DRAIN '2A' PROFILE SCALE: 1"=20'H; 1"=10' V 10+00 10+40 STORM DRAIN '2C1' PROFILE SCALE: 1-20'H; 1"=10' V O U N N N w u 1370 ❑ 0 360 350 370 360 350 340 370 360 350 Otq Q,NyJ V Q Off-. M Q Or�M 7, ... r NIL W O + MWN Ni m NN3az N~ 3 g Z m m M p Z F N n o H o!m + M (/J 0 Oj OgR>0 �FFrO {�,rNjM pC�2 0 N> ❑ ❑ F O �F�0 ❑ F K 370 ❑ z OW NM� 370 N _ 0 0 0 N 0 ❑ >O N a COVER OVER> > ❑ z o _- " ON�ZO WATERLINE REDUCED m ?> U) Go 2.38LF OF 15" > ❑ i=1— TO S TO CLEAR STORM i 1' 360 3601 31.84 LF OF 1 15.34 LF OF 1 " 360 STORM /12"MIN. HDPE @ 0.79° HDPE @ 0.65% 0 �F�0 SE DARATION Z 350 EXISTING Z PAS 350 350 rn m z 68.85 LF OF 15" 10'5 31.86 LF OF 15" ur ti j SEP HDPE @ 0.75% HDPE C HDPE 0.75 3 H z Z_ a - ❑ 340 k 3 o 52.83 LF OF 5" 0 HDPE 360 350 340 U) 0 `aD 10+00 STORM DRAIN '2A' PROFILE SCALE: 1"=20'H; 1"=10' V 10+00 10+40 STORM DRAIN '2C1' PROFILE SCALE: 1-20'H; 1"=10' V O U N N N w u 1370 ❑ 0 360 350 370 360 350 340 370 360 350 Otq mao �i r io V m 7, ... r NIL W O N 4n N m MWN Ni m NN3az y=om + or N0 o!m + M (/J N F Z mz z H {�,rNjM pC�2 0 N> pFFK ❑ F O �F�0 ❑ F K 13 ❑ z OW NM� [h N _ 0 0 N 0 ❑ >O N a N z j ❑ z o _- " ON�ZO H PE @ 1.69% m ?> U) Go 2.38LF OF 15" > ❑ i=1— m O O ND 1' PASS WATER UNDER—/DPE 31.84 LF OF 1 15.34 LF OF 1 " �> STORM /12"MIN. HDPE @ 0.79° HDPE @ 0.65% 0 �F�0 SE DARATION Z a_ EXISTING Z PAS U WATER NDE 3 rn m z 40.58 STORM W/ 12" MIN. > ur ti j SEP RATION HDPE W N 3 H z Z_ a - ❑ a k 3 o 52.83 LF OF 5" 0 HDPE @ 1.95% HDPE @ 0.85% ❑> ---- HDPE@ .88% 10+80 10+00 10+40 STORM DRAIN '2B' PROFILE SCALE: 1"=20'H; 1"=10' V 360 360 350 350 340 340 ❑ N^MNnn w tj o ry p io r W m r M^rte p W m ❑❑'L�CN] UtONNOJ MWN LL W +[ V O M W + I N ❑ N ❑mmoN 3 N + m m m ❑m�N m + M (/J N F Z p z H {�,rNjM pC�2 N 0 N j ❑ F K j 00 mFz ❑ F K ❑ z OW NM� [h N _ 0 0 N 43Z&F�0115t ❑ >O N a N z j ❑ z V! > " ON�ZO H PE @ 1.69% m ?> U) Go 2.38LF OF 15" > ❑ i=1— m O O ND @ 0.74% PASS WATER UNDER—/DPE 0 FD »0 OF 15" HDP �> STORM /12"MIN. SC GRADE 0 �F�0 SE DARATION Z a_ EXISTING GRADE S' ❑F F- co Z z j 3 rn m z 40.58 LF OF 15" w > ur ti j J DPE @ 0.97% HDPE @ 0.74% N 3 H z Z_ a - ❑ a k 3 o 52.83 LF OF 5" 71.78 LF OF HDPE @ 1.95% HDPE @ 0.85% ❑> ---- HDPE@ .88% >< HDPE @ 0.65% io — — — 10+00 10+40 STORM DRAIN '2D' PROFILE SCALE: 1"=20'H; 1"=10'V 360 350 340 360 360 350 350 340 340 370 360 350 U W UOO 350 360 340 UOO V V Cl UtONNOJ N ❑❑ LL W +[ V O M W + I N ❑ C) : V NLL,y�r6 N O M m w m rnN�❑az M (/J No Comm Mf") NmNVm {�,rNjM rnQ N M Np�gr NNVO m N�fN'l mFz �zD - g 7 NM� [h N _ 00 0 N ❑ N z ❑ >O N a N z j ❑ z V! > zzf ON�ZO ❑ �`t_z m ?> U) Go - > ❑ i=1— m O O ND 4G GRADE 0 0 FD »0 OF 15" HDP �> 2 PROPOSED GRADE 0 �F�0 > ❑ j a_ EXISTING GRADE S' ❑F F- co Z z j 3 rn m z 40.58 LF OF 15" > ur ti j J DPE @ 0.97% HDPE @ 0.74% N 3 _ z Z_ a - ❑ 38.. k 3 o 52.83 LF OF 5" 71.78 LF OF HDPE @ 1.95% HDPE @ 0.85% ❑> ---- HDPE@ .88% >< HDPE @ 0.65% ---z — — — W W �— PASS WATER UNDER -1 STORM W1 19" MIN W HDPE .@ 1.75° PE 0 0.77%---- 0 Z SE ARATION -m it `aD 21.98 LF DF 12" zc F a ai 3 o: 79.13 LF OF 5" HDPE 0.7 3 a a LF LSF 15" HD E 1.50%u a 0 N PASS WATER UNDER 773!.16 LF OF 15" m STORM W/ 12" MIN. H PE @ 0.75% SEPARATION 0 0 36.38 LF OF 1 W 10+00 10+40 10+80 STORM DRAIN '2C' PROFILE SCALE: 1"=20'H; 1 "=10' V 360 370 350 360 340 350 11+20 11+60 12+00 10+00 10+40 10+80 STORM DRAIN '2E' PROFILE SCALE: 1"=20'H; 1"=10' V U (n�0 U M m m N^ {h m m ❑ M+ O N N M mw"; N ❑❑ LL W +[ V O M W + I N ❑ m O N N MMM N ❑ N O M m w m rnN�❑az M (/J No U) E ❑�� jcp `���� rnQ N M Np�gr M _ mFz �zD - g 7 omj o .O W ❑ 00 0 W ❑ N z ❑ >O 0 N z j ❑ z V! > ON�ZO — > EXISTIP m ?> U) Go - > ❑�/1mjj0 m 0 4G GRADE 0 0 — 195.14 LF OF 15" HDP 00 2 PROPOSED GRADE 0 > > 0 a_ m zzj Q S' Lu 3 3.10 LF OF 15" 40.58 LF OF 15" > J DPE @ 0.97% HDPE @ 0.74% N 3 _ z Z_ a ❑ 38.. k 3 3.89 LF OF 15" 52.83 LF OF 5" 71.78 LF OF HDPE @ 1.95% HDPE @ 0.85% ---- HDPE@ .88% >< HDPE @ 0.65% ---z — — — W W �— PASS WATER UNDER -1 STORM W1 19" MIN W HDPE .@ 1.75° PE 0 0.77%---- 0 Z SE ARATION -m it `aD 21.98 LF DF 12" 11+20 11+60 12+00 10+00 10+40 10+80 STORM DRAIN '2E' PROFILE SCALE: 1"=20'H; 1"=10' V U — O O �j00 M m m M ❑❑} {h m m ❑ M+ 2 n�8 LLw?vv N N W + I F 0 z 0 O z> PROPOSED GRADE N N ❑ '. 0666 m MMM NvNM ❑ m t+ Oi (/J > Q th U) E ❑�� jcp yjQM rnQ N M Np�gr M _ mFz t~i1y j - g 7 2zF- o .O W o - LL Go 1M—❑'NC, W ❑ >O 0 "mz 11❑ ❑ z 0 ON�ZO — > EXISTIP m ?> U) Go j > ❑�/1mjj0 m EXISTI 4G GRADE o 0 — 195.14 LF OF 15" HDP 00 2 PROPOSED GRADE 0 > > 0 a_ m zzj Q S' Lu 3 3.10 LF OF 15" 40.58 LF OF 15" > J DPE @ 0.97% HDPE @ 0.74% N 3 _ z Z_ a ❑ 38.. LF OF 15" 0 71.78 LF OF 5" HDP --__—_-- ---- HDPE@ .88% >< HDPE @ 0.65% ---z — — — W W �— PASS WATER UNDER -1 STORM W1 19" MIN W HDPE .@ 1.75° PE 0 0.77%---- Z SE ARATION -m it 21.98 LF DF 12" zc F a ai 3 o: 3 a a a r a 0 N 3 m m 10+80 10+00 10+40 10+80 STORM DRAIN '2F' PROFILE SCALE: V-20' H; 1"=10'V 10+00 10+40 10+80 STORM DRAIN '2G' PROFILE SCALE: 1-20'H: 1"=10' V 370 (? V t0 M m m M ❑❑} {h m m ❑ M+ M m F? f7NO�zj m❑��_� N m�tOON YNI EXISTING GRADE o F 0 z 0 O z> PROPOSED GRADE N o j no Nlfq - - ❑N� OrNKj0 U) E ❑�� jcp yjQM ❑FKO N ul z j 0 _ z7 t~i1y j - g 7 W W m m W M o .O W o - F�zzF- 1M—❑'NC, W Q.-m� NO 2z ❑ Z H "mz 11❑ EXISTING 0 ON�ZO — > EXISTIP —_ N Q M H > ❑�/1mjj0 m ❑ ❑F�jO -- ---- — — 195.14 LF OF 15" HDP @ 0.75% 2 — o 0 o 0 a_ m zzj Q S' Lu 3 3.10 LF OF 15" 40.58 LF OF 15" JF J DPE @ 0.97% HDPE @ 0.74% N 3 _ z Z_ a ❑ 38.. LF OF 15" 0 71.78 LF OF 5" HDP 50.94 LF OF 15" ?< HDPE @ 0.65% 10'4 W W �— 142 HDPE .@ 1.75° PE 0 0.77%---- Z 21.98 LF DF 12" a o: 3 a a r 0 N 3 a a 0 0 36.38 LF OF 1 W 10+00 10+40 10+80 STORM DRAIN '2G' PROFILE SCALE: 1-20'H: 1"=10' V 370 370 360 360 350 350 370 370 360 360 350 350 370 360 350 11+20 10+00 10+40 10+80 STORM DRAIN 'AA' PROFILE SCALE: 1"=20' H; 1"=10' V V^ Q W —. y.� ^NON N O m m W N 4 O O N W W N mM + 05 cli N") N m�tOON YNI Q NN�Z pF�ZZH ❑ no Nlfq - (N+J ❑N� OrNKj0 U) E ❑�� jcp yjQM ❑FKO N ul z j m O m m m M W N N F m z7 t~i1y j - g 7 W W m m W M o .O W o - F�zzF- 1M—❑'NC, W Q.-m� NO 2z ❑ Z H "mz 11❑ EXISTING 0 ON�ZO — > EXISTIP G GRADE N Q M H > ❑�/1mjj0 m ❑ ❑F�jO -- ---- — PROPOSED GRADE PROPOSED RADE — o 0 o 0 a_ m zzj Q S' Lu 3 3.10 LF OF 15" 40.58 LF OF 15" JF J DPE @ 0.97% HDPE @ 0.74% N 3 _ z Z_ a ❑ 38.. LF OF 15" 0 71.78 LF OF 5" HDP @0.51% ?< HDPE @ 0.65% W �— 142 LF 12" PE 0 0.77%---- Z 21.98 LF DF 12" a 3 a 0 11+20 10+00 10+40 10+80 STORM DRAIN 'AA' PROFILE SCALE: 1"=20' H; 1"=10' V V^ Q O M M W S O IL V m —. y.� ^NON N O m m W N 4 O O N W W N mM + 05 cli N") N m�tOON YNI Q m OOCI W+ M pF�ZZH ❑ +MMM ❑ (N+J ❑N� OrNKj0 P OPOSED GRA E ❑�� jcp yjQM ❑FKO N ul z j m O m m m M W N N �F(j0 mN z j t~i1y j - m W W m m W M o .O W o - F�zzF- 1M—❑'NC, W Q.-m� 0 2z ❑ Z H 0 EXISTING 0 > "+ o M M `N' Z F N Q M H 0 ❑�/1mjj0 ❑ ❑ ❑F�jO -- ---- .2, -- Fo' ojo �3 PROPOSED RADE o ❑�rcjp o 0 a_ m zzj Q S' Lu 3 3.10 LF OF 15" 40.58 LF OF 15" JF J DPE @ 0.97% HDPE @ 0.74% N 3 _ z Z_ a ❑ 38.. LF OF 15" 0 71.78 LF OF 5" HDP @0.51% ?< HDPE @ 0.65% 11+20 11+60 12+00 12+40 10+00 10+40 STORM DRAIN 'A4' PROFILE SCALE: 1-20'H; 1"=10' V 370 360 360 350 350 340 11+20 11+60 ^O W O 1 M W W m w o m N N S W OJ " W 350 = W N W + ❑ m O m�QMMM w N m m N Nom"' WO ❑ z N N `'comm m O m NvOW0 U N N pF�ZZH E ISTING GRAD vl ❑��Z Ol N�?+mm ❑��� ❑N� jj� P OPOSED GRA E ❑�� jcp yjQM ❑FSO N zz j m O m m m M W N N v!N z NN j - m W W m m W M o .O W o - F�zzF- 1M—❑'NC, W Q.-m� Z 2z ❑ Z H z EXISTING E > "+ o M M `N' Z F N Q M H 0 ❑�/1mjj0 ❑ ❑ ❑F�jO > Fo' ojo �3 PROPOSED RADE o ❑�rcjp o 0 a_ m zzj Q v)m zj Lu mm zj J — z> N 0 _ z Z_ LL ❑ 38.. LF OF 15" 71.78 LF OF 5" HDP @0.51% ?< HDPE @ 0.65% W �— 142 LF 12" PE 0 0.77%---- Z 21.98 LF DF 12" a 3 a 0 10+80 10+00 10+40 10+80 STORM DRAIN '2H' 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 13+60 14+00 14+40 STORM DRAIN 'A2-1' PROFILE SCALE: 1"=20'H: 1"=10' V N U O+ N N N W NOW. 350 350 0rornm(m0 N m W N m O m ❑ W OmOvoid bJN V N'- Ol N ❑ + W O O O N N N N 0r-: W N m a N N N yjQM > NZ+MM N ❑ m O m m m M W N N wZ`++mM m W W m m W M Z .O W Q �2_ z F�zzF- 1M—❑'NC, W Q.-m� Z 2z ❑ Z H z EXISTING E "+ o M M `N' Z F N Q M H 0 ❑�/1mjj0 ❑ ❑ ❑F�jO Fo' ojo PROPOSED RADE o ❑�rcjp o 0 a_ m zzj Q v)m zj Lu mm zj J tqN z> N 0 _ z Z_ LL ❑ �— 142 LF 12" PE 0 0.77%---- 21.98 LF DF 12" 10+00 10+40 10+80 STORM DRAIN '21' PROFILE SCALE: 1"=20'H; 1 "=10' V 370 370 360 360 350 350 370 360 350 340 N^00000 WOO O Q tD W V O W 0rornm(m0 N LLV bJN V N'- Ol N ❑ + W O O O N N N N U W N m a N N N J 0 N ❑ m O m m m M W N N O m W W m m W M N..� ❑ m .O W Np F�zzF- 1M—❑'NC, W z Z 2z ❑ Z H Q EXISTING E "+ o M M `N' Z F N Q M H J ❑�/1mjj0 L I_ OL ❑ ❑F�jO Fo' ojo PROPOSED RADE o ❑�rcjp o 0 a_ m zzj Q v)m zj Lu mm zj J tqN z> N j _ z Z_ LL 36.38 LF OF 1 in HDPE @ 2.649 9 1 W W z z 41.83 L OF 15" w w HDPE 4.40% a a 0 0 eD = m 11+20 11+60 10+00 10+40 10+80 STORM DRAIN '20' PROFILE SCALE: 1"=20' H; 1 "=10' V 11+20 11+60 12+00 12+40 12+80 370 360 350 360 350 340 370 360 350 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: W LLV U) co z UJ U < J 0 = � O m N >I— W z Z 2 Q O a_ Z J L I_ OL L Z< < o Q Lu m a_ > Q Lu P'H VJ J Q z LL KEY ISSUED: 04-24-18 SCALE: V. = 20' REVISIONS: 390 380 370 360 350 360 350 340 380 370 360 350 340 390 380 370 360 350 N 00M � z rOr (O0 -Mi NN N r V'M __ m V M N O M M w w m0 ❑ M M M >0 OON zj O V MaM N ❑ =L00; �+ J-2' O OHO J'NO�O z� `n C Y N ❑ N❑ �V GOO t00 O �0 N❑FMMMM �F Mm u1 Y N ❑ N M V tNh W M = _ I_ m O j (D z0 i��0 2Ori IOpOA 00 M O O m N I, OSI -10 N M M F j =�10=h 0 ❑ > > � W O N N ❑ �rO=�f0 t 9 0 N N N ❑ I� O M M Z N❑+ t 0 (O m} 3RADE Arcli les ❑ V =rr -- ------- O z Z j — N r Z O (O f O f O Tj NJj'1­0MO 200 --- N ❑ I v M M r (D (O NJ� > M N ❑ (9 t (J 1(J 0 V H V l t+0 O — MM M Z (n (`O') POPOSEDGDE T + M M M n + M M (`O') MMM +MMM M M M 30.58 LF OF 15" 1.85% J m m + M M M -- --_ y❑ + M M M z .23— co U + M _ 0 M M M n N Z FOF 15" ag 1.08s; Z F- ER Z 7 z H — — — — 155.48 ❑ g Z — DPE @2.50% O g N M 181.72 LF OF 2" HDPE 0.9 �_zj LL=> of 103.05 LF m�_z� 0.97% O 132.48 LF OF F N 0% O O FKjp J 2.8 O¢lrjp F 511 Oma ❑F�>0 OOWz ❑ �j0 N��Z0 LLNj " /o y Zj H�jp U Zj H� WN zj NM y= Zj 30.28 _F OF 18" N Zj —_----- --- ---- ----- FF�jO ON Zj —�� F5>;0 ON Zj 3.44 LF OF 18" ❑ HOPE > - - - - - F- U) - - 0 - O - U EXIST NG GRADE p - ❑ - - - 0 a > PROPOSED GRADE > W ❑EXISTINGGRADE > _—� ---- -------- --- —149.75 O1 "HDP 2.98 --- -- >PROPOSED 2.00 LF OF 12" DP @ U. GFrDE77777_ 22.66 LF OF 12" Cn — HDPE @ 8.38% LF OF 12" DPE 3.39% __ --- -- — 22.17 LF C F12" 49 N �---- --- --_ --- 1 5 --� 8 _ --- + --- HE PE@1.110! _-- HOPE @ 3.210 Lu 36.9 LF OF 18" 40.68 LF OF 15" J Z HDP o @0.95/0 HDPE @ 0.9 % J k z W Q 3 a 0 10+00 10+40 10+80 11+20 RM DRAIN '2J' PROFILE: STA. 10+00 - 16+20 '=20'H: 1"=10' V 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 Y N ❑ (n X00 V O N W+_ �10 j¢ M LLN> ❑ z ZOO -MM 000 = �0 V M (V M O> Of N=�0 �0 ❑ +O M M M FFK>O 00 0❑rn Z j N- Z '1 f=0=- J==O=O V'M __ m V M N O M M w w m0 ❑ M M M >0 OON zj w M M N ❑ =L00; �+ J-2' O OHO J'NO�O z� `n C Y N ❑ N❑ -MMw =- M M O O �wl-m M M V O= z O �0 N❑FMMMM �F N u1 Y N ❑ N � _� M N =_ � _� O VM m_ N FFK ON W M = _ I_ m O j (D z0 i��0 W- Y N ❑ N❑ f N FF�O ON 00 M O O m N I, OSI -10 N M M F j OIMz ❑fn W❑ 0 ❑ > > � — �rO=�f0 O — EXISI ING GRADE — Z N❑+ EXISTING GRADE PROPOSED 3RADE Arcli les ❑ V =rr -- ------- O z Z j — Z Tj NJj'1­0MO 200 --- _ N NJ� > M ❑+MM F I O — MM M Z m EXISTING GRADE POPOSEDGDE T il r MMM +MMM ------ 30.58 LF OF 15" 1.85% J m Q -- --_ Z NZ z .23— co _ _-------- 61.92 L HOPE FOF 15" ag 1.08s; _ ER Z 7 — — — — 155.48 LF OF 12" — DPE @2.50% O g N M 181.72 LF OF 2" HDPE 0.9 % LL=> of 103.05 LF IF 12" HDPE. 0.97% O 132.48 LF OF 12" HDPE 1. 0% O 2.8 F 511 Oma OOWz z> .22.63 LF OF1 HDPE @ 3.54 " /o On 46 LF OF its FF NM 30.28 _F OF 18" —_----- --- ---- ----- —�� 3.44 LF OF 18" HOPE > - - - - 10+00 10+40 10+80 STORM DRAIN '2K' PROFILE SCALE: 1"=20'H; 1"=10' V 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 NUO= J=�OaO ZOO 370 N- Z '1 f=0=- J==O=O V'M NmO==y= N w M M N ❑ =L00; �+ J-2' O OHO J'NO�O z� `n M ��_� Nmy O �0 N❑FMMMM �F N !�O=N r== ON�ZZzO M (D z0 i��0 MQ ❑M OIMz ❑fn W❑ �N(O In> > � — �rO=�f0 O — EXISI ING GRADE — Z N❑+ 2 o¢�j0 Arcli les ❑ V =rr ❑¢a0 O z Z j a Z Tj NJj'1­0MO 200 1 GRADE N NJ� > M ❑+MM F O ❑rqO O — MM M Z m EXISTING GRADE POPOSEDGDE T il r MMM +MMM Of- O 30.58 LF OF 15" 1.85% J m Q yMW ❑M Z NZ z .23— co _ _-------- 61.92 L HOPE FOF 15" ag 1.08s; _ ER Z 7 U O g N M N 0 LL=> of O O 2.8 F 511 Oma OOWz z> On 46 LF OF its FF NM 30.28 _F OF 18" —_----- --- ---- ----- 3.44 LF OF 18" HOPE > - - - - - GoGo - 0 U EXIST NG GRADE a > PROPOSED GRADE _—� ---- -------- --- —149.75 O1 "HDP 2.98 i 2.00 LF OF 12" DP @ U. — 22.66 LF OF 12" — HDPE @ 8.38% LF OF 12" DPE 3.39% — 22.17 LF C F12" �---- HDPE Q 2.26% 10+00 10+40 10+80 11+20 RM DRAIN '2L' PROFILE -(OPTIONAL ROOF DRAIN) =20'H; 1 "=10' V 10+00 10+40 10+80 STORM DRAIN '2N' PROFILE SCALE: 1"=20'H; 1"=10'V 360 380 ZOO 370 N- Z '1 f=0=- N p=V=VyVy ❑❑ V'M NmO==y= N w M M N ❑ =L00; �+ MthM zzz� O ❑ MMM � z� `n M ��_� Nmy O �0 N❑FMMMM �F N !�O=N r== ON�ZZzO mGpMMtMO (D NOS z0 i��0 NLL,�r ❑ ❑ V = ❑_ �- M M M M > � — ❑ O — EXISI ING GRADE — Z N❑+ 2 o¢�j0 PROF OSED GRAD F N M ❑¢a0 O z Z j a Z Tj N N Z GRADE N L > N ¢ O O ❑rqO O — ❑F j0 m EXISTING GRADE POPOSEDGDE T il _ 48.10 L OF 15" Of- O 30.58 LF OF 15" HDPE 1.85% J HDPE @i 10.89% Q m Z ❑ NjO .23— co _ _-------- 61.92 L HOPE FOF 15" ag 1.08s; _ _ U O n 10+00 10+40 10+80 STORM DRAIN '2N' PROFILE SCALE: 1"=20'H; 1"=10'V 360 380 350 370 340 360 11+60 12+00 12+40 12+80 13+20 13+60 O_ ¢O=� N f0- NO==� 370 370 360 tONhhcO (�+ o�noo =r O N^o d= w M M 00°'JM M r O O NT V b N +�NjMM 0,0 r,0== Nmy O �0 N❑FMMMM N01 yy U=10 c0 N !�O=N r== O mGpMMtMO (D NOS ❑MVl�_ MM NLL,�r ❑ ❑ V = ❑_ �- M M M M > � °� + M M M ❑ M M M 11.1 NNtl'jj0 Z N❑+ 2 o¢�j0 N F N M ❑¢a0 O z Z j a Z J N N Z GRADE N L > N ¢ O O ❑rqO O — ❑F j0 m EXISTING GRADE POPOSEDGDE T il Lu >z0O Of- O PROPOSE GRADE ZZ J z>; Q O Z ❑ NjO .23— _ _-------- 61.92 L HOPE FOF 15" ag 1.08s; _ _ 10+00 10+40 10+80 STORM DRAIN '2P' PROFILE SCALE: 1"=20'H; 1"=10' V 380 380 370 370 360 360 14+00 14+40 14+80 15+20 15+60 16+00 11+20 11+60 10+00 10+40 10+80 STORM DRAIN '2Q' PROFILE SCALE: 1"=20'H; 1"=10'V 11+20 11+60 12+00 12+40 380 370 360 390 380 370 360 350 X380 370 360 350 340 390 380 370 360 350 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm NLTH OF iz c, VO T Alan G. Franklin p Lic. No. 35326 W O 41 �s9/0NAL F'�G 1"4 ^o==« i00=r== V ^wiz i0 V r N, N (�+ o�noo =r O p2 r O O W �� N +�NjMM 0,0 r,0== Z UJ UJ N01 yy U=10 c0 N !�O=N r== O = (D NOS MM NLL,�r ❑ ❑ V = ❑_ �- M M M M > � °� + M M M ❑ M M M 11.1 Z N❑+ 2 M M N F N M — — N�jj- a Z J — O_EXISTING GRADE N L z H N ¢ O ❑rqO Q ❑F j0 m ~j0 POPOSEDGDE T il Lu >z0O Of- O ZZ J z>; Q O Z ❑ NjO LL _ _ _ O 2.8 46 LF OF its FF 30.28 _F OF 18" —_----- --- ---- ----- 3.44 LF OF 18" HOPE @1.49% GoGo U a ro 11+20 11+60 10+00 10+40 10+80 STORM DRAIN '2Q' PROFILE SCALE: 1"=20'H; 1"=10'V 11+20 11+60 12+00 12+40 380 370 360 390 380 370 360 350 X380 370 360 350 340 390 380 370 360 350 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm NLTH OF iz c, VO T Alan G. Franklin p Lic. No. 35326 W O 41 �s9/0NAL F'�G 1"4 KEY r ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: W V V U) co Z UJ UJ O = (D J > LL m > � 11.1 Z Z 2 Q O a Z J L L Q Q m o il Lu Ilii J Q Z LL KEY r ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: Wil 370 <Cx 350 1111111104f STORM DRAIN '2M' PROFILE: STA. 10+00 - 16+60 SCALE: 1"=20' H; 1"=10' V J 3080 370 1 360 I 350 t -040 � 16+80 17+20 17+60 18+00 RM DRAIN '2M' PROFILE: STA. 16+00 - END '=20'H; 1"=10'V �O+ OJ N ^N tO t0 t0 O O M V M 0_' N` y N + U0 mwmm o N mmo N.NN N ❑, Dr In N M IN =^M I; N�F�Z2Z� > ,¢p r (O N O O V (r N fp f0. + M M > N '- N —� V 1� r 00 [D ' OOtO f9 mrMr 0 11 N Oi w.- 03 m m m N (O t0 t0 0 =OM`D 0 n f0 t9 NRI MOMM M N c f` 2 t0 c0 ,6 V V [O [0 vt0r t0 tO Jh:HDPE 0.78% N _ OOn Ir0 QI N ❑ m+ M th M '7�� Z F Z0 NN ro 360 370 N_ +MMM 0m—L_Z H zzz'_ Q +M M M M + �ZZ p y M m M MMMM M Q (n _ 0 (n +MMM Z Zzz; V!—NCH' + M M m,6N MIDWID 380 380 � P OPOSE GRADE 380 380 NON mon O (n H r u ��Z27 Or O 03 ° MMM ER D F 0 ^ M O f > O GRADE 1-- M+ M M O F N MMM F > Z; GRAD H, r >> Ow Z Z 00 U) F >> m l Z Z> I- O F > O w Z O N N > Z 00 N r+ M M LL >¢ Nr— n �_ZH co 0 29F 44.46 LF p z NN�_ZH 32.10 LF OF 15" F HDPE @ 0 - HDPE @ 8.44% > O 2' p W QMH' O - D m 0 > S>0 0 a EXISTING GRA ME LLN> c 0>O>0 -PROPOSED ���> G DE H�>0 OHS>O OHIO Z 0 F Z; V! Z; my Z u F -0 - - ' 38.84 LF 0 15" - - — -3. 50.08 L OF 15" HDPE @1. 0% ---- -- LF OF 24"HDPE@2.74% - __ _ ------- 0 — - HDPE 5.73% ------_- _ 22 LF OF 24" 31:84 L OF 24" HI IPE @ 3.03% HDPE 0.94% � I a > I — --- > Z.1 > 3 ti a U v a `m `W E 16+80 17+20 17+60 18+00 RM DRAIN '2M' PROFILE: STA. 16+00 - END '=20'H; 1"=10'V �O+ W N'1NOh N 0) ^f0 00 Lo LO bI N N O (V(V NN + M MMM p Z Z Z OF »j0 zzz; 0_' N` y N + U0 mwmm o N mmo N.NN N ❑, Dr In N o - mm + N�F�Z2Z� > ,¢p O OF�0 > N fp f0. + M M 370 > N '- 370 380 - ' OOtO f9 mrMr 0 11 j 0O LLO 0 32.16 LF OF 15" 0 O j0VMV Jh:HDPE 0.78% .'Q @ 2.22% N 1.2' 360 Z0 NN ro 360 370 Z 'V UNMNN j 30.58 LF OF 15" HDPE @ 12.75% 350 350 360 10+00 10+40 STORM DRAIN '2Z' PROFILE SCALE: 1"=20'H; 1"=10'V - o, 370 370 360 360 350 350 340 340 18+40 18+80 19+20 19+60 20+00 10+00 10+40 STORM DRAIN '2M2-1' PROFILE SCALE: 1"=20'H; 1 "=10' V M_^00000 V%..+W(VNN O N f0 O C C C M X N0N M O M M M M y p F Z 2 pF rn lY jj0 O zz;Woo ^f0 00 Lo LO bI N N O (V(V NN + M MMM p Z Z Z OF »j0 zzz; 0_' N` y 00 N O O W -- M m+ M M ❑ urO j M. cN o - o - 0 - N�F�Z2Z� > ,¢p GRADE > N fp f0. + M M N�jjO I- +Z GRAD m + MKj M ' OOtO f9 mrMr 0 11 j 0O LLO ❑F 32.16 LF OF 15" 0 O j0VMV Jh:HDPE 0.78% .'Q @ 2.22% N 1.2' N Z0 NN ro MMM 00 �n Z 'V UNMNN zzz'_ ONNNt� '— N Zzz; EXISTING GRADE '_ m,6N MIDWID 380 380 � P OPOSE GRADE 380 380 NON mon N (n 380 u N ° MMM ^ M EXISTING GRADE 1-- M+ M M O F N MMM U) PROPOSED GRAD p N M M M 00 U) + M mm Z 00 N r+ M M LL >¢ Nr— �_ZH 0 29F 44.46 LF NN�_ZH 32.10 LF OF 15" F HDPE @ (n HDPE @ 8.44% 4.3' 2' W QMH' m S>0 a a LLN> c 0>O>0 18+40 18+80 19+20 19+60 20+00 10+00 10+40 STORM DRAIN '2M2-1' PROFILE SCALE: 1"=20'H; 1 "=10' V M_^00000 V%..+W(VNN O N f0 O C C C M X N0N M O M M M M y p F Z 2 pF rn lY jj0 O zz;Woo ^f0 00 Lo LO bI N N O (V(V NN + M MMM p Z Z Z OF »j0 zzz; 0_' N` y 00 N O O W -- M m+ M M ❑ urO j M N M o - o - '~ MSD (I M O 0 - N�F�Z2Z� > > EXISTING GRADE > N fp f0. + M M N�jjO I- PROPOSED GRAD N N } M M ' OOtO f9 mrMr OF�Z zzj m vi�gj LLO ❑F 32.16 LF OF 15" y0��0 -LFOF 15" N ❑�> Jh:HDPE 0.78% HDPE @ 2.22% N 1.2' ONN (3N >j>0 ro MMM 00 �n Z 10+00 10+40 STORM DRAIN '2R' PROFILE SCALE: 1"=20' H; 1"=10' V 390 i 370 360 350 10+80 370 370 370 3701 1 1370 360 360 HDP F 0 360 54 / 360 360 35.83 F OF 15" HDPE.@ 3.82° 10+00 10+40 10+00 10+40 STORM DRAIN '2RA' PROFILE STORM DRAIN '2RB' PROFILE SCALE: 1"=20'H; 1"=10' V SCALE: 1"=20'H; 1"=10' V 370 p—MA tOOCNNN N v+ O r W N N N - mNh M N M U N N N 1- N N N N N (O '~ MSD (I M O ap M N�F�Z2Z� U N M w w w w t0 M M M M M N fp f0. + M M N�jjO I- 0 y M M m M m M M N N } M M ' OOtO f9 mrMr OF�Z zzj m vi�gj LLO ❑F ZZz� y0��0 N ❑�> W ON 0NK»j0 N OHIO ONN (3N >j>0 O KO MMM 00 �n Z 'V UNMNN zzz'_ ONNNt� '— N Zzz; EXISTING GRADE '_ m,6N MIDWID 380 380 � P OPOSE GRADE 380 380 NON mon N (n 380 u N ° MMM ^ M MMM /off VJ 1-- 370 370 370 3701 1 1370 360 360 HDP F 0 360 54 / 360 360 35.83 F OF 15" HDPE.@ 3.82° 10+00 10+40 10+00 10+40 STORM DRAIN '2RA' PROFILE STORM DRAIN '2RB' PROFILE SCALE: 1"=20'H; 1"=10' V SCALE: 1"=20'H; 1"=10' V 370 p—MA OOOONh OO�N°D �^COO �<V C t0 2=0 M N M N-: O + I n N N 6 M M M M M t p M N m+ M N N�F�Z2Z� C tO tONMM ' MI�� O N�jjO I- fOQ��J -OOO =C O7O o ' OOtO f9 mrMr 360 360 OM m zzz; LLO oFN ; `-NNN ' mnn 350 350 )F 15" 1.17% 340 340 360 350 LF OF 15" @ 4.65% ,cme e 370 360 350 (O. M OOOONh OO�N°D �^COO �<V C t0 t0 M N M N-: O + I n N N 6 M M M M M t p M N m+ M N N�F�Z2Z� C tO tONMM ' MI�� O urs»>0 fOQ��J -OOO =C O7O p ' OOtO f9 mrMr ¢K0 OM m zzz; LLO oFN ; `-NNN ' mnn N ❑�> W ON N ONN Nm / MMM 00 �n Z 'V UNMNN O ONNNt� 2 N TOt � EXISTING GRADE Z m,6N MIDWID N P OPOSE GRADE O NON mon N (n Z u N ° MMM ^ M 370 360 350 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 STORM DRAIN '2U' PROFILE SCALE: V=20'1-1; 1"=10' V I M C:1 370 350 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm . o ;�,NL1H OF P c, Alan G. Franklin p Lic. No. 35326 W o �. s �s9 �.0 N A V 00 N^ O c O W W N tOb ^ �T W W C tO tONMM ' MI�� O co iO"C -OOO =C O7O I ' OOtO f9 mrMr OM = LLO M `-NNN ' mnn N ❑�> W ON N ONN Nm / MMM 00 �n Z 'V UNMNN O ONNNt� 2 N TOt � N0f0 Z m,6N MIDWID N L Z O NON mon N (n Z u N r0 MMM ^ M MMM /off VJ 1-- M+ M M O F N MMM U) p N p N M M M 00 U) + M mm Z 00 N r+ M M LL >¢ Nr— �_ZH 0 29F 0" -MZ NN�_ZH F Nmzf (n .M-20Zh W QMH' S>0 LLN> 0>O>0 ���> OH H�>0 OHS>O OHIO Z 0 F Z; V! Z; my Z u F -0 - - - - - o 0 a a > — --- > E ISTING GRAD P OPOSED GRADE -- ---- - DPE@4.12% i 66.78 LF01 F 24"HDPE @ 0.75% ' 77.0 LF OF 15" H PE @ 0.75% 36.0 LF OF 15" r HDP @ 0.75% Go Go U a 10+00 10+40 10+80 STORM DRAIN '2U' PROFILE SCALE: V=20'1-1; 1"=10' V I M C:1 370 350 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm . o ;�,NL1H OF P c, Alan G. Franklin p Lic. No. 35326 W o �. s �s9 �.0 N A KEY r ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: V LL U) co uj OM = LLO W Lu / Z O 2 Z J N L Z O < < u Q LED ^ >J /off VJ 1-- fly U) J Z LL KEY r ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: 390 380 370 360 350 340 330 390 380 370 360 350 340 330 380 370 360 350 10+00 10+40 10+80 RM DRAIN '2S' PROFILE: STA. 10+00 - 1 , 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 N > ^0(400 S7 V N N`- V! OON OM N S" m 00 to -( "t M^MNNIA OOaN N > V^ N (O err �n t0 U) LL > M1. N_^roM�� <D a. -MN V—m b bb 14 ; N 2 (O ^MfO� (OMM�� N� Or O (7 (O O nr O O N °J^MM°D (n tO OJOr(O ap ❑ NvN N m 0 (A ^nV00 mNNO M N ❑�� W O NmOMMM N ❑ �M+MMM MN N y 350 16 N mNlr(J V O 0 0] � nM M Nip J U) Z N N `�M 6 L6 L6 (O pINCO LZ< N V f001A V V ❑mp N!`yr m +MMM ❑ M M M N(�OI( c Z D V M+ M M M M / Q N`- mO(DNN (/1 +MMM U) M N ❑(h j0 ❑ m i M M ❑� N❑ # MMM N_ MMth 0❑ z �Ih+MMM �g_z � N= # MMM N_ # MAf") ❑rtY (nO ❑M # MM ❑N z F N 2 # MMM O N f= y z D U.ur0�z0 Z F' ❑ Z H ❑ Z H �H�ZO ❑ Z H ❑--Z H �0 N p TgZl- o yy ZO -j Z > W m _> K ❑F Hv) 0 ❑ Q _ Nm ❑ _ ❑ w > ❑ Q K O ❑ Q K =O ❑ Q _ ❑4irj0 _ > ❑¢K;O Z O XISTING GRADE Z0 > >0 > � Go Z0 > H� z > > CONTECH M FHwou Z. ARCH SPAIN FF ZO 0 > bow 0 CONCRETE TRIP FOOTINGS, OR EQUAL > L > - 0 - - 0 - - _-- - PAS WATER UNDE, 0 - R MODULAR BLOCK HEA /WING 0 - --- j " STpRM W%112" MIN. w HDPE @ 1.1 > 24.00 LF OF 15" -- SEPARATIO O EXISTING GI ZADE > > HDPE @ 1.049.3 > > PROPOSED 3RADE > ❑ a 0 i " DP 1.3' 1.1' EXISTING GRADE 37.35 LF OF " -- ----�---- -- --- PROPOSED GRADE ---- ._ WATER UNDER 3.4' HDPE @1.480 - - --- ------ --- ---- ---- IlummmIz SEPARA 01N. ION 1.4'. 45. 1 LF OF 15" HD E @ 1.26% --- -- --- -1.2' 7 125.7 LF OF 18"H PE 3.13°/ --�---- O --7 ED 98. 2 LF OF 1 SID 1 _-- + Q — — - ° ------ —- -- -- w 78.77E OF 24- HDPE --� � 4 51.83 F OF 18" Q 74.P6 LF OF 24"H ° PE@1.01/°T J z z HDPE 1.81°! 41.98 i.F OF 24" U E HDPE 9 6.29% w w w 3 Z V) 2i z M 2i -17W y > co a > a co a a a a a o ao 10+00 10+40 10+80 RM DRAIN '2S' PROFILE: STA. 10+00 - 1 , 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 16+80 17+20 17+60 18+00 STORM DRAIN '2S' PROFILE: STA. 16+00 - END SCALE: 1"=20'H; 1"=10' V 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 N 0 0 > ^0(400 S7 V N > O C4 M C6 O W O A "^N S" m 00 to -( "t N1 0rr V l� 7 O N > MMM F n r r ❑�+ yv)�gH ~OHS=0 _ O(000 t O (� IT O M U) LL > M1. er O M aQK0 V—m b bb 14 ; N 2 � ZZ'- V O� M O O M 0 (O O nr O O N M S M N m+ M ❑ NvN N m 0 000 m (O w V% N n0� M r( O (D y3QM NmOMMM Ny W IrrN N N U V( O( O( O* �M+MMM 350 350 16 350 U%.r.. N tp V,o O n (O (O Na Q I y NM W a n t O (� J U) Z N N D n (O'� LZ< 2 U ❑ Z ❑ m +MMM ❑ M M M c Z D Q M+ M M M M / Q Lu ❑ ❑ m +MMM U) M +MMM _ 0Fr[Y>0 j0 ❑ m i M M SCALE: 1"=20'H; 1"=10' V Q ❑ Z �J m^�; 0❑ z (/) �g_z � fD N g Z Z ❑rtY (nO N m z� ❑N z F N 2 - D U.ur0�z0 amwzz0 �H�ZO o 0 �0 N -j o yy ZO -j ��z0 j > > m _> ❑F Hv) -j Nm -> ❑ w > > 0 O XISTING GRADE > > > > > CONTECH M LTIPLATE STEEL ARCH SPAIN ON 0 > 0 CONCRETE TRIP FOOTINGS, OR EQUAL > L > - O _-- PAS WATER UNDE, CONCRETEA R MODULAR BLOCK HEA /WING --- j " STpRM W%112" MIN. w HDPE @ 1.1 24.00 LF OF 15" -- SEPARATIO EXISTING GI ZADE HDPE @ 1.049.3 PROPOSED 3RADE - - a 0 i " DP 1.3' 1.1' 37.35 LF OF " -- ----�---- -- --- ---- ._ WATER UNDER 3.4' HDPE @1.480 - - --- ------ --- ---- ---- IlummmIz SEPARA 01N. ION 45. 1 LF OF 15" HD E @ 1.26% O ED Q w 4 J z z U E w w V) 2i M 2i Q > a > a a o a o 16+80 17+20 17+60 18+00 STORM DRAIN '2S' PROFILE: STA. 16+00 - END SCALE: 1"=20'H; 1"=10' V 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 N 0 0 > V N M N > O C4 M C6 O W O A N N Z+ 6660 O N N N M N m � M M M M > (G N N N N M M > Q0 -W M N F � NN E. N > MMM F n r r ❑�+ yv)�gH ~OHS=0 U) LL > M1. er O M aQK0 370 370 � ZZ'- M O M N N N "N r M M 0 0 N M S M N rn M O N ❑ 360 360 N N In 350 y3QM NmOMMM Z �M+MMM 350 350 16 350 y-M^NMMM H Na 4 MM 25.17 LF OF 5" J � Nm°+,, (O'� LZ< 2 U ❑ Z '- Z�N < a Q c Z D o Z / Q Lu ❑ �_ U) W > STORM DRAIN '2V5-1' _ 0Fr[Y>0 j0 SCALE: 1"=20'H; 1"=10' V Q m (h tr j0 m^�; LL ❑Fa v_ ❑rtY - 0 o N o > > > 0 O XISTING GRADE > > ROPOSED GRADE fP L - O _-- PAS WATER UNDE, 31.84 LF OF 18" " STpRM W%112" MIN. w HDPE @ 1.1 24.00 LF OF 15" SEPARATIO HDPE @ 1.049.3 a 0 10+00 10+40 10+80 STORM DRAIN '2V' PROFILE SCALE: 1 "=20' H; 1"=10'V 11+20 11+60 12+00 12+40 12+80 13+20 13+60 380 W N^ O M M M M > o o n n n0 , n N ❑HOi 370 W O A N N Z+ 6660 O N N N M N m � M M M M > (G N N N N M M �QFZ-- M FgZZ� v)�»=0 ❑�+ yv)�gH ~OHS=0 U) LL O Z aQK0 370 370 � ZZ'- ❑N '- 370 360 0 0 > ❑ 360 360 > 360 350 Z Z 350 350 16 350 340 H PE @ 3.68%. t- 25.17 LF OF 5" J � Nj HDPE @ 1.07% LZ< U < a Q Lu m o m / Q Lu 10+00 10+40 U) Ilii STORM DRAIN '2V5-1' PROFILE J SCALE: 1"=20'H; 1"=10' V Q Ftjoo W N - 000 (4Orr ❑ W O A N m+ M rn �QFZ-- M WQz ~ — U) LL WW Z aQK0 ❑ N N j O 0 0 - > ❑ N > Z Z -- 1904 LF OF 15" H PE @ 3.68%. a_ Z J 370 360 350 340 10+00 10+40 STORM DRAIN '2T' PROFILE SCALE: 1"=20'H; 1"=10'V 390 380 370 360 350 340 330 390 X380 370 360 350 340 330 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: W V V U) LL Z Lu O J LL O N >Lu Z Z O 2 a_ Z J � L LZ< < Q Lu m o LL / Q Lu U) Ilii J Q Z LL KEY ISSUED: 04-24-18 SCALE: 1" = 20' REVISIONS: 360 350 340 330 350 340 330 320 370 •f 350 340 10+00 10+40 10+80 STORM DRAIN '2W' PROFILE SCALE: 1"=20'H; 1"=10'V 360 350 360 340 350 330 340 i p N 0 0 Nr O O O ' N O -: o w 0 X mp ' L n r r Nm m+ ❑ M^ > N w w N N N N M M N O w p C V V m m O m m^ O m m m N r In N ❑ w +' w N ❑ M° CoM +eMM z z m 0 7 71 - >"N.-C�t+i m g F p th IY j jp ❑F >O N Qm+MM C N M h N�I� pfO'T[m�M yy����M{ mNFz <M+] to O�Z? Lu >m j SH pm+M Op p Z Zf wA rERLINE TO 3'SERVE o m❑N2 Z NC)C7 H TW=3 m > PR > PROPOSED O SE O ❑ _ O GRAD EXISTING 11 > _- OH O > PN > > o 60 LF OF > is w O CONCRETE vi 51 )LF OF I51,H)PE @2.45°/ 1.7' > Nz j> w -DO j 4' (SPAN) cbZ _ -- -�� 31.84 LF OF 15" F j 30% /-PROPOSED -- Nm w 15" — 3 HDPE @ 9 p — — ---- ----_-- w — ~O — 4" HDPE @ 6. O HDPEI@ 2.92% CULVERT, OR EQUAL > ---- z (HT) > 0 ❑ > ❑ 31 86 LF OF 18" > 45.04 LF O 24" H PE @ 1.73 % 1.1' _ HDPE @ 2.22% 1.2 45.00 LF OF 4" HDPE @ 1.49 I m ? 1.6' F J 0 rmn - 3 rmn PE 3.64°° 32 91 LF OF 15" a 114. SLF OF I8"H o H PE@1.43% io w ro 1.4 36 32 LF OF 18" HC PE @ 8.26% w z w m a o ao o� 10+00 10+40 10+80 STORM DRAIN '2W' PROFILE SCALE: 1"=20'H; 1"=10'V 360 350 360 340 350 330 340 i p N N M M N M o v a w 0 X mp ' L n r r Nm m+ ❑ N V V V3 N M (j l N O w p C V M m MMMM F ❑ 4 o M M N}MMM j F+ M M 0 z z m 0 7 71 - >V0 --- m g F p � IY j jp ❑F >O PRO OSED GRADE F pF�O N ZZj NmZj ' m zzzZ jz Lu >m j SH p Go wA rERLINE TO 3'SERVE o - ~O EXI TING GRADE TW=3 - > PR > PROPOSED O SE O ❑ PAR In N GRAD 11 > > > 1.4' > _ 60 LF OF OUBLE is w O CONCRETE 51 )LF OF I51,H)PE @2.45°/ 1.7' w 4' (SPAN) cbZ 1' -- -�� 31.84 LF OF 15" F HDPE@ 3 30% m 48.00 LF OF 15" J 3 HDPE @ 9 00% a — 50.60 F OF 15" w 11+20 11+60 12+00 12+40 12+80 10+00 10+40 STORM DRAIN '2W3' PROFILE SCALE: 1"=20'H; 1"=10'V 10+00 10+40 10+80 STORM DRAIN '2X' PROFILE SCALE: 1"=20'H; 1"=10'V 00�QFN 4R BLOCK J w 0 X mp ^vFO Nvfm+0,wM_ 5.00 TW = 362.00 N O w C01 m m'J -»>O N PROPOSED GR N}MMM j o+MM V z ,�Zzzz� MoV M ❑�m­ mxp__w4yO1 z - >V0 --- EXIS EXISTNGGRADE m ❑QE j0 j ❑F_D ED O ❑QLL PRO OSED GRADE w op PRPSDGRDE ONzzj 'N Zj ' m zzzZ jz Lu O= SH p Go wA rERLINE TO 3'SERVE r - H CO P111_X1=DTTn > TW=3 - PR VIDE 1' O O SE O ❑ PAR In N Lu 11 > > > > 5<�.F 60 LF OF OUBLE is w O CONCRETE w N BOX CUL 1.7' w 4' (SPAN) cbZ -- -�� 71.7 LFOF'15"HDPE@1.11% 7Z F 2t 48.00 LF OF 15" J 3 HDPE @ 9 00% a — 50.60 F OF 15" w 0 4" HDPE @ 6. 7% HDPEI@ 2.92% CULVERT, OR EQUAL a 8' (SPAN) X 4' (HT) 0 77.88 LF OF 31 86 LF OF 18" 45.04 LF O 24" H PE @ 1.73 % 1.1' HDPE @ 2.22% 1.2 45.00 LF OF 4" HDPE @ 1.49 I m ? F J rmn 3 rmn a L o a io w ro 10+00 10+40 10+80 STORM DRAIN '2X' PROFILE SCALE: 1"=20'H; 1"=10'V i 11+20 11+60 12+00 12+40 370 370 MODULAR BLC RETAINING WA SERVE AS ENE TW = 355.00 360 360 350 350 340 340 16+40 16+80 STORM DRAIN '2J' PROFILE: CONT. SCALE: 1"=20'H; 1"=10'V BOX CULVERT INVERT ELEVATIONS TO BE ADJUSTED PER FIELD VERIFICATION OF STREAM INVERTS AND APPROVAL OF ENVIRONMENTAL CONSULTANT FOR COMPLIANCE WITH PERMITS J+ O 4R BLOCK J w 0 RETAINING WALL T 7 f0 m 5.00 TW = 362.00 N O w �_ EXI I m j j � ❑ m'J -»>O N PROPOSED GR M +(m j w cnz p g� z - >V0 --- EXIS ING GRADE z7 or O PRO OSED GRADE w — — ° PE @.2.02!° j0 m j Lu O= SH o RETAI W OVER wA rERLINE TO 3'SERVE r - H CO P111_X1=DTTn > TW=3 - PR VIDE 1' /_ U) SE ARATION PAR In N Lu 11 > H 5<�.F 60 LF OF OUBLE is w O CONCRETE w N BOX CUL ERT + w 4' (SPAN) cbZ :7T 7Z F 2t 48.00 LF OF 15" J 3 HDPE @ 9 00% a Q 50.60 F OF 15" w 0 BOX i 11+20 11+60 12+00 12+40 370 370 MODULAR BLC RETAINING WA SERVE AS ENE TW = 355.00 360 360 350 350 340 340 16+40 16+80 STORM DRAIN '2J' PROFILE: CONT. SCALE: 1"=20'H; 1"=10'V BOX CULVERT INVERT ELEVATIONS TO BE ADJUSTED PER FIELD VERIFICATION OF STREAM INVERTS AND APPROVAL OF ENVIRONMENTAL CONSULTANT FOR COMPLIANCE WITH PERMITS J+ O 4R BLOCK J w 0 RETAINING WALL T O rr SERVE AS ENDWAI 5.00 TW = 362.00 360 M �_ EXI I m j j � M a� p -»>O N PROPOSED GR m j w cnz ZmZ wfn z - >V0 --- EXIS ING GRADE z7 mU) wz PRO OSED GRADE w — — ° PE @.2.02!° j0 PF MODU LTO O= SH LLOW RETAI ALL OVER wA rERLINE TO 3'SERVE r - H CO P111_X1=DTTn ER OVER TW=3 - PR VIDE 1' S SE ARATION PAR In N 11 > r 1' 5<�.F 60 LF OF OUBLE is w PRECAST CONCRETE w z BOX CUL ERT w 4' (SPAN) K 2' (HT) :7T 7Z F 2t 48.00 LF OF 15" 3 HDPE @ 9 00% a 50.60 F OF 15" w 0 BOX HDPEI@ 2.92% CULVERT, OR EQUAL 350 340 350 330 340 320 330 370 370 4R BLOCK MODULAR BLOCK- ING WALL TO RETAINING WALL T AS ENDWALL SERVE AS ENDWAI 5.00 TW = 362.00 360 360 350 350 340 340 10+00 10+60 BOX CULVERT �LAZY BRANCH LN STA. 31+63 SCALE: 1"=20'H; 1"=10'V V' X ^00O N000 N v' [✓r Om N"+ Ntil vi r r r O M M M M Xw m+ m M M N p Z Z H p w p F m �_ EXI I m j j � gp a� p -»>O N PROPOSED GR m j pm F zzzj ZmZ pm j o - >V0 --- o o z7 mU) wz EX STING GRAD w — — ° PE @.2.02!° j0 PF OPOSED GRADE TERLINE TO O= ;15"H my zj OVER ❑u, j 4 .89 LF OF 15" - H PE@5.75% - F - a V S S PAR In N 11 > > EXISTING C RADE is w GRAD a z `m 10+00 10+40 STORM DRAIN '2X4' PROFILE BOX CULVERT INVERT ELEVATIONS TO BE ADJUSTED PER FIELD VERIFICATION OF STREAM INVERTS AND APPROVAL OF ENVIRONMENTAL CONSULTANT FOR COMPLIANCE WITH PERMITS J O O ^ m m n -RVV bio J r O N O A N :.p ri r;rrr 9 0 A �_ of of X❑oi r` °i -»>O `O M om -o OF�O pm F zzzj ZmZ pm j wcoz _ >V0 --- _ o z7 mU) wz EX STING GRAD w U)z orF j0 PF OPOSED GRADE TERLINE TO pm�j»O F zzzj my zj OVER ❑u, j 4 .89 LF OF 15" - H PE@5.75% - - a V S S PAR In N 11 > > EXISTING C RADE is w GRAD z 360 360 350 350 340 340 m^ Xoo�r O O m m m mmmm ^ m m n -RVV bio ^ O �o M M aM—rrr N N m In N :.p ri r;rrr �0 X`o �_ of of X❑oi r` °i -»>O `O M om -o OF�O pm F zzzj pm j Z _ >V0 --- _ o z7 mU) wz 40.89 LF OF 5" w U)z orF j0 EXISTING GRADE OIQ-�O TERLINE TO pm�j»O F zzzj my zj OVER ❑u, j 4 .89 LF OF 15" - H PE@5.75% - - a V S S PAR In N > > EXISTING C RADE PROPOSE GRAD :7T 7Z 2t 48.00 LF OF 15" HDPE @ 9 00% 80 LF OF PRECAST 50.60 F OF 15" w CONCRETE BOX HDPEI@ 2.92% CULVERT, OR EQUAL 360 350 340 10+80 10+00 10+40 10+80 11+20 STORM DRAIN '2X5' PROFILE SCALE: 1"=20'H; 1"=10'V 350 350 340 340 330 330 10+80 10+00 10+40 STORM DRAIN '2X3' PROFILE SCALE: 1"-20'H; 1"=10' V MODULAR BLOCK RETAINING WALL TO SERVE AS ENDWALL TW = 362.00 350 E70 L OF PRECAST 340 w CONCRETE BOX 3 CULVERT, OR EQU L a 8' (SPAN) X 4' (HT) 0 10+00 10+60 BOX CULVERT LAZY BRANCH LN STA. 26+40 SCALE: 1"=20' H; 1"=10' V MODULAR BLOCK - RETAINING WALL T( SERVE AS ENDWALI TW = 359.00 350 340 350 360 340 350 330 340 O�mmmn 0 0 =00r O 'S ^ m m n -RVV p +w 16 of w' > M M NMMZj FNM�0 y ❑U �(yMMMM V) M� �0 0 �_ Ozj j m -»>O `O M om -o OF�O pm F zzzj pm j Z _ >V0 --- _ o wz 40.89 LF OF 5" w U)z HDPE @ 5.7 % 10+80 10+00 10+40 STORM DRAIN '2X3' PROFILE SCALE: 1"-20'H; 1"=10' V MODULAR BLOCK RETAINING WALL TO SERVE AS ENDWALL TW = 362.00 350 E70 L OF PRECAST 340 w CONCRETE BOX 3 CULVERT, OR EQU L a 8' (SPAN) X 4' (HT) 0 10+00 10+60 BOX CULVERT LAZY BRANCH LN STA. 26+40 SCALE: 1"=20' H; 1"=10' V MODULAR BLOCK - RETAINING WALL T( SERVE AS ENDWALI TW = 359.00 350 340 350 360 340 350 330 340 O�mmmn + O NZ m N .ri p r t� n r X❑ xC, M m m y ❑U �(yMMMM V) M� N ❑ + (tel M �_ Z Z Z� U m -»>O `O M OF�O pm F zzzj pm j Z _ _ o wz w U)z > EXISTING GRADE W TERLINE TO 3 M 17 GRADE COVER OVER R 4 .89 LF OF 15" H PE@5.75% �.1 350 10+00 STORM DRAIN '2X5B' PROFILE SCALE: 1"=20' H: 1"-10'V BOX CULVERT INVERT ELEVATIONS TO BE ADJUSTED PER FIELD VERIFICATION OF STREAM INVERTS AND APPROVAL OF ENVIRONMENTAL CONSULTANT FOR COMPLIANCE WITH PERMITS 10+80 IDULAR BLOCK TAINING WALL TO RVE AS ENDWALL I = 359.00 ItI:Y�7 350 340 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm 2Franklin /'p,in yW4,2��G V W V J U) O O m } of N \ H 0J Lu / Z L 2 Q O zJ o LL CQ G J<m O < I /r v J J Z L. KEY ISSUED: 04-24-18 SCALE: REVISIONS: + O J O + OM oi >J > > `O M Z wz w U)z EXISTING GRADE W TERLINE TO 3 M PROPOSE GRADE COVER OVER R CULVERT TO S PROVIDE V S PAR In N r 1 7Z z 80 LF OF PRECAST w CONCRETE BOX 3 CULVERT, OR EQUAL a 8' (SPAN) X 4' (HT) 0 10+80 IDULAR BLOCK TAINING WALL TO RVE AS ENDWALL I = 359.00 ItI:Y�7 350 340 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranbeny Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.wm 2Franklin /'p,in yW4,2��G V W V J U) O O m } of N \ H 0J Lu / Z L 2 Q O zJ o LL CQ G J<m O < I /r v J J Z L. KEY ISSUED: 04-24-18 SCALE: REVISIONS: