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SDP200700008 Plan - Approved 2007-09-11
1 !!514:731y1A0L I 17:4 tJ FIL7r 1E I;L!S; PHASE 1 AMENDED SITE PLAN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T""rY RG T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE PROJECT DATA: ALBEMARLE COUN 1. 11 of THIS PROPERTY IS: KAPPA SIGMA 9cAle CARS SENT Co., LLC FRATERNITY 2 13 CONCORD PLACE SCOTTSVILLE MAGISTERIAL DISTRICTLMOIGTON• DE 198 INTERNATIONAL 2. THE DEVELOPER OF THIS PROPERTY IS:LEGEND HEADQUARTERS PROPOSED FEATURES. Charlottesville, VA2020AVONCOURT, SUITE 29 CFIARLOTTESVILLE, VA 22902 D 3 ° 2 \S EXISTING FEATURES: • 434) 295 -3193 631 a 121 FACSIMIM- (434) 296 -9557 0 ° _ _ _ _ _ _ - - - - - -DROP INLET d: STORM SEWER = -_ ___------ CG - 6 3. THESE PLANS HAVE BEEN PREPARED BY: D 'j STORM SEWER & MANHOLE _ _ _ _ _ CG -6R DRAPER ADEN ASSOCIATES °Q 12 - N - - - - - -- , 0090 VL A PARK DRIVE — — : , ; •. ' ti. RiCIMA0IID, VA 23220 4 SANITARY SEWER do MANHOLE -- o CONCRETE .. r , ..r }' CONTACT: LANCE J. KOTH, P.E. 1 TEL (004) 264 -2228 / CLEANOUT HEAVY DUTY PAVEMENT CONSULTANTS FAX: 804 264 -8773 w JFAX: ( 804) c QG F O WATERLINE -- W---INFORMATION: F o LIGHT DUTY PAVEMENT4. SOURCE OF INFORMATION:I' MFG C WATER VALVECOUNTYRESEARCH, O PROVIDED. AND SUIM. Y , CIVIL ENGINEER O w 1! DRAINAGE DIVIDES ME 5, Oc WATER METER a PROPOSED CONTOURS 100 Draper 809 Villa Park Drive Associates CHECK VALVE Richmond, Virginia 23228 4.141 ACRES LAC 8. PARCEL at,k. MONTICELLO FIRE HYDRANT DROP INLET & STORM SEWER T 804 26422LOCATEDONSTATEROUTE20. TAX MAP: 91 -16 G HIGH .1 F 804 264 8773 ZONING: R -1 REST ALE -C ~ SCHOOL WELL (POTABLE) STORM SEWER d: MANHOLE ENTRANCE CORRI M. COMP PLAN: ? p ? p SANITARY SEWER do MANHOLE S • NEIGHIBORHMI 4 ( DE JQ GAS VALVE ° cLEANOUT LANDSCAPE ARCHITECT PROFFERS: SPECIAL USE PERMIT 03 -91. Qv John Milner Associates, Inc.WATERSFIED MOORE'S CREEK X12. Jc R o ti / C GAS DRIP 6 WATERLINE w 103 West Main Street 7 . 2 m p ,r POWER /UTILITY POLE 0 WATER VALVE a Charlottesville, Virginia 22902 FIIRST FLOOR PLAN: 8,870 SF REIN . p T 434 979 1617 SECOND FLOOR PLAN: 8.720 SF ° ' LIGHT POLE /STREET LAMP - WATER METER o F 434 979 3645 TUrAL GROSS BUILDING • moo 22,997 SF o ,o.9eC MLLE FIRE HYDRANT REAFLOORA RATIO' 0'032 OR SCp .-SI OVERHEAD POWER LINE —E — E — ROOF DRAIN RD --i —RD STRUCTURAL ENGINEER MAX*" BUILDING HEIGHT: o OVERHEAD TELEPHONE UNE T — —T— — 3 STORY - 74 FT. TOP OF CUPOLA 3 3 FENCE Dunbar Milby Williams Pittman £t Vaugha 59 FT. TOP OF ROOF UNDERGROUND TELEPHONE — — UGT. .... ...... - 110 3rd Street, N.E.54 FT' - POINT OF ROOF o `!o CG - 12 (HANDICAP RAMP) /FN Charlottesville, Virginia 22902 Q 1 ' Fp SITE UNDERGROUND POWER — .. — UGP - - - ..... - SWALE /DITCH T 434 293 5171 CHAPTER MEETING ROOM 3,270 S.F. J' EDGE OF PAVEMENT RIPRAP F 434 977 5191 RFSFqMUS'EIJMI /ARCHIVES 3,831 S.F. l R VICINITY MAPROOMSCCOCONFERENCENE8 FAigLtTS 00 S.F. SOILBOR LOCATION B- STREET LIGHT . MEP ENGINEER BOA ROOM FACILITIES 0 S.F. ` , - . qY PARKING LOT LIGHT POLE Engineered Systems, P.C.SUPPORT' FATIES 6.786 S.F. . :• '`CW TELEPHONE PEDESTAL TOTAL NET AREA 19,988 S.F. - 11512 Altecingie Parkway Suite C GAS LINE —G — —G - STEEP SLOPE Richmond, Virginia 23235 TOTAL GROSS AREA 22,997 S.F. TREEUNE T 804 594 0520 HOSE BIB F 804 594 0521 I= CMERAGe. GUARDRAIL - BUII.DMIGS• BLDG. FOOTPRINT) 8,870 S.F SHEET INDEX SETBACK /EASEMENT /BUILD TO UNE LIMITS OF CLEARING & CONSTRUCTION 4S 415 S.F.PARKNG DIRNEWAYS. , u : _ 8 ;12S_ SHEET TITL SHEET NO . PROPERTY /ROW LINE - - FLOW LINEFUTURE AREAS: UNDEVELO 4 TOTAL WND9GPED ANO PED 79 , 955 7 S .F. COVER SHEET C_1 CONTOUR _ _______ _______ _ ___ __ REDUCER TOTAL AP AREA: 267,500 SF . ... ............................... INDEX CONTOUR - 10- ---- - - - - -- SIGN T 8. NOTES . ......... ............................... . C -2 CURB AND GUTTER _ _ _ — _ _ _ SPOT ELEVATION EXISTING CONDITIONS ,,,,,,,,,,,,,,,,,,,,,,,,,,C -3 FENCE LINE A. vIRCN1dU DEPARTMENT OF TRANSPORTATKN JUo.o. DEMOLITION AND EROSION CONTROL PLAN PH. 1.. C 4.1 GAS LINE _ . _ ROAD AND BRIDGE SPECIFICA DATED WtY 2002 - - REDUCER p SEAL B. VIRGINIA TRANSPORTATION .D.o.T.) DEMOLITION AND EROSION CONTROL PLAN - PH. 2. C -4.2 SIGN -- ELECTRICAL LINE T TROADANDBROGETELEPHONEUNE C. VIRGINIA WORK AREA PROTECTION MANUAL, DATED JANUARY 1, 1996. SITE UTILITY PLAN . ............................ . C -5 r' EDGE OF PAVEMENT D. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION DIVISION OF SITE LAYOUT AND PAVING PLAN .................. C-6 c T. cvsSOILANERDWATCONSERVATION, V001141 EROSION AND CONTROL 3RD EINTM 1992. GRADING AND DRAINAGE PLAN C -7 lua. No. ,a E.VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION DIVISION OF PROFILES .. . . . .. ............................... . DEMOLITIONC -8.1 ISOILANDWATERCONSERVATION, VIIRQlW STORM — WATER ENT OVAL bed 1ST exhON, 1999. PROFILES ........ ............................... C -8.2 F. ALSEMARLE COUNTY SERVICE AUTHORITY, JANUARY 3 . Q "ATEe AND SEMIEROSION AND SEDIMENT CONTROL DETAILS, , . , . , , C -9 REMOVE TREE PROJECT NUMBER 9. UTILITY DETAILS .......SHEk DELETED . . . . . . . . . . REMOVE ASPHALT /GRAVEL /CONCRETE 803456 -09REOUIEDSPACES: 88 UTILITY DETAILS ... . . . $I "P911rIMP........... . BASED ON APPROVED PARKING STUDY, DATED FEBRUARY 26, 2004) REMOVE STRUCTURE REOUIRED LOADING SPACES: 1 CIVIL DETAILS .... ............................... C -11.1 DATE CIVIL DETAILS ..... ..............................0 -11.2 1 LOADI SPACES: 1 LANDSCAPE PLAN . ............................... L-1 JANUARY 11 12007 IAWDI(.AP: 4 TOTAL • SEEDING, SOD & CON. SVAlH AM ZO1VES... L -2 DRAWN BY: DAA CHECKED BY: LJK TOTAL NUMBER OF SHEETS: 15 RECOMMEND APPROVAL FOR CON ON• REVISIONS NO. DATE DESCRIPTION DEPA E OF PLAN NG D 0 U DEVELOPMENT 1 11 -May07 Revised per County ReviewDRAPERADENASSOCIATESREVIEWSTANDARDLISTOFABBREVIATIONS * 2 03 -JuW7 Revised per County Review THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: A AREA MIN MINIMUM DEPARTMENT OF ENGINEERING 3 21 -Au07 Revised per County Review AC ACRE(S) OP OUTLET PROTECTION 4 10&pt. .07 Revised per County Review AWWA AMERICAN WATER WORKS ASSOCIATION PB PARCEL BOOK DEPARTMENT OF ZONINGCECONSTRUCTIONENTRANCEPSIPOUNDSPERSQUAREINCH CF CUBIC FEET PT POINT OF TANGENCY NAME: PRINTED SIGNATURE DATE CG CURB AND GUTTER PVC POLYVINYL CHLORIDE NOTE: CONTRACTOR TO CONTACT FIRE OFFICERPROJECTDESIGNERCIPCULVERTINLETPROTECTIONRCPREINFORCEDCONCRETEPIPEMISSUTILITY (1 -800- 522 -7001) CY CUBIC YARD R.D. ROOF DRAIN AT LEAST 48 HOURS PRIOR TO D.B. DEED BOOK R/W RIGHT -OF -WAY ANY EXCAVATION ON THE SITE. Al LE COUNTY SERVICE AUTHORITY NAME: PRINTED GNATURE DATE DC DUST CONTROL RWC RAIN WATER COLLECTOR SHEET TITLE PROJECT MANAGER DD DIVERSION DIKE San. SANITARY D.I.P. DUCTILE IRON PIPE S.F. SQUARE FOOT (FEET) IRGINIA DEPARTMENT OF HEALTH COVER DI DROP INLET SF SILT FENCE GLENN W. CUSTIS, P.E. DIA DIAMETER SPEC. SPECIFICATION SHEETNAME: PRINTED SIGNATURE DATE DS DOWNSPOUT SS STREAM BANK STABILIZATION QUALITY REVIEWER EA EACH ST. STORM VIRGINIA EPARTMENT OF TRANSPORTATION EL ELEVATION ST SEDIMENT TRAP EX. EXISTING STB STRAW BALE BARRIER FC FACE OF CURB STD. STANDARD BUILDING OFFICIAL F.F. FINISHED FLOOR SW SIDEWALK F.L. FLOW LINE SY SQUARE YARD GS GROUND SHOT TIC TOP OF CURB SHEET NUMBER INV. INVERT TCF TEMPORARY CONSTRUCTION FENCE These documents, including drawings, specifications, reports, and studies were prepared IP INLET PROTECTION TP TREE PROTECTION by Draper Aden Associates, Consulting Engineers, pursuant to a contract by and LAT LATERAL TYP. TYPICAL between Draper Aden Associates and Glave do Holmes Associates with respect to the LF LINEAR FOOT (FEET) VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION project described in said contract. Any reuse of said documents without written MAX. MAXIMUM VESCH VIRGINIA EROSION AND SEDIMENT CONTROL / verification or adaptation by Draper Aden Associates for the specific purpose intended MH MANHOLE HANDBOOK will be at the sole risk of the individual or entity utilizing said documents, drawings, WV WATER VALVE specifications, reports, and studies and such use is without the authorization of Draper Aden Associates. Draper Aden Associates, Consulting Engineers, shall have no legal liability resulting from any and all claims, damages, losses, and expenses, including attorneys fees arising out of the unauthorized use of these documents, drawings, specifications, reports, and studies prepared as a result of the aforesaid contract. r GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED VDOT). 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, AND THE VIRGINIA SUPPLEMENT. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLED MUST COMPLY NTH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (20 CFR PART 1926). 9. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 10. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 11. THE PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON - EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR NON - EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTiUTY" (1- 800 - 552- 7001). 12. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE PLANS IF NECESSARY. THE EXISTENCE AND /OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING U71UTiES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTIUTY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 13. RELOCATION OF ANY UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE CONTRACTOR SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 14. THE CONTRACTOR SHALL PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 15. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABILTY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER." 16. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 17. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 18. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED BY AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 19. BEFORE BURNING, BLASTING OR TRANSPORTATION /STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 20. THE CONTRACTOR SHALL PERFORM ALL WORK USING DIMENSIONS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 21. CONTROLLED FILLS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY METHOD A' PER STANDARD PROCTOR AASHTO -T99, ASTM D -698, OR VTM -1, AS APPLICABLE. DENSITY SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER. THE PREPARATION OF A GEOTECHNICAL REPORT, IF MORE STRINGENT, SHALL SUPERCEDE THE REQUIREMENTS STATED ABOVE. REFER TO GEOTECHNICAL REPORT FOR MORE SPECIFICS. 22. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITIES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOUTION. 23. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SHOWN ON THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULE, FAILURE TO CARRY OUT THE WORK, IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES, OR ANY OTHER PERSON PERFORMING PORTIONS OF THIS WORK. 24. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR, OR THEIR AGENTS OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY AL13EMARLE COUNTY. SITE CONSTRUCTION NOTES 1. A GEOTECHNICAL REPORT HAS BEEN COMPLETED AND IS AVAILABLE FOR THE CONTRACTOR'S USE. CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. 2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS. 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA UTTER CONTROL ACT. NO LESS THAN ONE UTTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 4. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB -1. NOTIFY ENGINEER IN ALL CASES. 5. ALL BASE, SUBBASE, AND SUBGRADE MATERIAL SHALL BE COMPACTED AT OPTIMUM MOISTURE CONTENT WITHIN A 2% TOLERANCE. 6. ALL FINISHED GRADING, SODDING, SEEDING, OR PAVING SHALL BE DONE IN SUCH A WAY TO PREVENT WATER FROM PONDING ON THE SITE, PARTICULARLY ADJACENT TO BUILDINGS AND STORM STRUCTURES. MISCELLANEOUS NOTES 1. SURVEY DATUM: NAD '83 VERTICAL DATUM: NAVD '88 MEAN SEA LEVEL - 0.00. 2. BASIS OF BEARINGS: VIRGINIA STATE PLANE COORDINATES, SOUTH ZONE, 1927. 3. CONTOUR INTERVAL: 1.0 FT. 4. BENCHMARK #1: BENCHMARK #2: 5. THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE C. NOT A HUD 100 YEAR FLOOD ZONE, AS SHOWN PER FEMA COMMUNITY PANEL NUMBER 510006 0375 B. N3884420.74 El 1483752.78 ELEV. 487.05 N3884670.73 El 1484366.92 ELEV. 476.92 VEHICULAR AND PEDESTRIAN CONNECTION NOTES OWNER MAY BE REQUIRED, UPON DEMAND OF ALBEMARLE COUNTY, TO PROVIDE VEHICULAR AND PEDESTRIAN CONNECTIONS TO ADJACENT PARCELS TO THE NORTH AND SOUTH IN THE FUTURE, AS A CONDITION OF SITE PLAN APPROVAL SPECIFIC ROUTES WILL BE DETERMINED AT A LATER DATE. EROSION CONTROL NARRATIVE THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW BUILDING WHICH WILL HOUSE THE KAPPA SIGMA INTERNATIONAL HEADQUARTERS, PARKING, ASSOCIATED UTILITIES, AND SITE IMPROVEMENTS. THE TOTAL AREA OF LAND DISTURBANCE ASSOCIATED WITH THIS PROJECT IS 4.81 ACRES. THE EXISTING STE CONSISTS OF A CURRENTLY UNDEVELOPED AND PARTIALLY WOODED PROPERTY. THE EXISTING SITE IS 6.141 ACRES, LOCATED WITHIN THE MOORE'S CREEK #12 WATERSHED. ONSITE SOILS SIST OF ELASTICONSITE SILTY SAND FEE BELOW GRADE. ONSITE (( SOiL ) HAVE ATE' TO HIGH EROSION OTENTIALWAS ENCOUNTERED APPROXIMATELY 9 TO 13.5 THE SUBJECT PROPERTY IS BORDERED TO THE WEST BY AN UNDEVELOPED RESIDENTIAL ZONED PROPERTY, THE SOUTH BY STATE ROUTE 20, THE EAST BY AN EXISTING RESIDENTIAL PROPERTY, AND THE NORTH BY AN UNDEVELOPED RESIDENTIAL ZONED PROPERTY. CRITICAL TBE TAKEN TO MINIMIZE SEDIMENTATION OF THE EXISTING CREEK ALONG THE EASTERN PROPERTY LINE. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED TO PROMOTE PROPER FUNCTION. CARE MUST BE TAKEN TO MINIMIZE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO PUBLIC ROADS. ROADS SHALL BE CLEANED PER VESCH STANDARDS AS NECESSARY. A CONSTRUCTION ENTRANCE MUST BE INSTALLED TO SERVICE THE SITE CONSTRUCTION. ALL CONSTRUCTED SLOPES GRADED STEEPER THAN 3:1 SHALL RECEIVE EC -2 (JUTE MESH) LINING IMMEDIATELY AFTER FINAL GRADE IS ACHIEVED. EXISTING CULVERTS TO REMAIN MUST BE PROTECTED TO PREVENT SEDIMENT DEPOSIT OR "SILTING -UP" OF THE PIPES. VESCH STD. do T.20 BER CONSTRUCTION ENTRANCE SILT FENCE STORM DRAIN INLET PROTECTION CULVERT INLET PROTECTION TEMPORAR Y BASIN OUTLET PROTECTION ROCK CHECK DAM AXTAIJ); PRACTICES TEMPORARY SEEDING .31 MULMCHINEGNT SEEDING .32 TREE PROTECTION AND PRESERVATION 1 .38 SEDIMENT TRAPPING AND DIVERTING MEASURES ARE TO BE INSTALLED AS THE FIRST STEP IN CONSTRUCTION. SEQUENC E OF CONSTRUCTION PHAW 1: T.- NSTALL CONSTRUCTION ENTRANCE AND TREE PROTECTION BY CLEARING MINIMAL TREES FOR INSTALLATION. 2. INSTALL TEMPORARY SEDIMENT BASIN, DRAINAGE PIPE AND OUTLET PROTECTION AS INDICATED ON THIS PLAN. 3. INSTALL DIVERSION DIKES, SILT FENCE AND OTHER EROSION CONTROL MEASURES. 4. BEGIN DEMOUTiON, CLEARING AND ROUGH GRADING AS SHOWN ON THIS PLAN. 5.MAINTAIN EROSION CONTROL MEASURES THROUGHOUT INITIAL CONSTRUCTION WORK. A)IN GENERAL, ALL ESC MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL 8)SEDIMENT BASINS AND /OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH VESCH. ROGGEALLGRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILD UP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. 6. NO OFFSITE LAND DISTURBING ACTIVITIES ARE PLANNED. ANY OFFSITE LAND DISTURBANCE ACTIVITIES WILL REQUIRE A SEPARATE LAND DISTURBANCE PERMIT BY THE CONTRACTOR. PHASE 11 1. INSTALL APPROPRIATE INLET AND OUTLET PROTECTION AS STRUCTURES ARE INSTALLED. 2. MAINTAIN ALL EROSION AND SEDIMENT CONTROL FEATURES THROUGHOUT CONSTRUCTION. A) IN GENERAL, ALL ESC MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL B) SEDIMENT BASINS AND /OR TRAPS WALL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH VESCH. C) ALL GRAVEL OUTLETS WALL BE CHECKED REGULARLY FOR SEDIMENT BUILD UP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. 3. EROSION AND SEDIMENT CONTROL FEATURES MAY BE REMOVED UPON COMPLETION OF ALL CONSTRUCTION PHASE ACTIVITIES AND THE SITE HAS BEEN STABILIZED TO THE SATISFACTION OF ALBEMARLE COUNTY INSPECTOR. THE SEDIMENT BASIN SHALL BE CLEARED OF ALL SEDIMENT DEPOSITS TO INSURE PROPER VOLUMES, AND BE CONVERTED TO THE PERMANENT BMP. 4. NO OFFSITE LAND DISTURBING ACTIVITIES ARE PLANNED. ANY OFFSITE LAND DISTURBANCE ACTIVITIES WALL REQUIRE A SEPARATE LAND DISTURBANCE PERMIT BY THE CONTRACTOR. STORM WATER MANAGEMENT STORMWATER MANAGEMENT FOR THE SITE IS PROVIDED BY A SWM/ 3MP BASIN LOCATED IN THE SOUTHEAST CORNER OF THE SITE. THIS BASIN WILL PROVIDE ATTENUATION OF THE POST DEVELOPED RUNOFF TO PRE DEVELOPED RATES FOR THE 2 YR 10 YR, 50 YR., AND 100 YR STORM EVENTS. THE STATIC POOL WITHIN THE BASIN WILL PROVIDE THE NECESSARY VOLUME IN ORDER TO MEET THE CHESAPEAKE BAY ACT STORMWATER POLLUTANT REMOVAL REQUIREMENTS FOR WATER QUALITY. FLOOD PLAIN THIS PROPERTY LIES WITHIN FLOOD ZONE "C ", FIRM COMMUNITY PANEL NUMBERS: 510006 03758. FLOOD ZONE "C" IS DEFINED AS "AREAS OF MINIMAL FLOODING ". (NOT A HUD 100 YEAR FLOOD ZONE) WATER AND SEWER NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552- 7001). 5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERUNE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERUNES, ETC. 6. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 7. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FIXTURE EXTENSION OF THE LINE. EROSION AND SEDIMENT CONTROL NOTES 1. ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ES -2. ALBEMARLE COUNTY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING OR LAND - DISTURBING AND THE SEQUENCE OF CONSTRUCTION SHALL BE APPROVED IN ADVANCE. 4. ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. ES -5. PRIOR TO LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS OR OFF -SITE ACTIVITIES, THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY ALBEMARLE COUNTY TO INCLUDE ALL HAUL ROUTES. 6. ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY ALBEMARLE COUNTY. 7. ES -7. SITE GRADING IS TO DRAIN TO THE PERIMETER CONTROLS AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING CONSTRUCTION, UNTIL FINAL STABILIZATION IS ACHIEVED. 8. ES -8. DURING DEWATERING, THE EFFLUENT WILL BE FILTERED OR PUMPED INTO SEDIMENT BASINS OR SILT TRAPS. 9. ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY (AT LEAST DAILY) AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. THE CONTRACTOR WILL MAINTAIN A LOG OF INSPECTIONS, MAINTENANCE PERFORMED AND REPAIRS MADE FOR INSPECTION BY THE OWNER AND ALBEMARLE COUNTY. 10. MS -1. [4(1)] PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 11. MS -2. [4(2)] DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 12. MS -3. [4(3)] A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF ALBEMARLE COUNTY IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 13. MS -4. [4(4)] SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY, AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 13. MS -5. [4(5)] STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 14. MS -10. [4(10)] ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 15. MS -17. [4(17)] WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 16. MS -18. [4(18)] ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION, OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY ALBEMARLE COUNTY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 17. THE CONTRACTOR'S CERTIFIED RESPONSIBLE LAND DISTURBER (RLD) MUST ATTEND THE PRECONSTRUCTION MEETING. 18. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION VR 625- 02 -00. 19. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT. SPECIAL USE PERMIT SP -03 -91 Recommendations with Conditions Staff finds that the request for a fraternal club generally complies with the provisions of the Zoning Ordinance and the Comprehensive Plan, and recommends approval of SP- 03 -91, with the following conditions: 1. The Kappa Sigma improvements and the scale and location of the improvements shall be developed in general accord with the plan (Attachment C) entitled Kappa Sigma Fraternity International Headquarters, prepared by Glove and Holmes Associates and dated September 20, 2006, revised December 11, 2006. 2. Lighting of the site shall be limited as follows: a) Light levels at the property lines shall be no greater than 0.3 foot candles. b) No flood lighting of the building is permitted. c) Only the parking lot North of the building shall be allowed pole lights d) Utilize bollard type lights in place of pole lights whenever possible. Use only full cutoff fixtures. s) Site and building illumination shall be limited to the satisfaction of the ARB; and f) The lighting for any recreational facility may only be inside of the picnic pavilions. Lighting shall be excluded from other recreational areas. 3. Final site plans shall show a reservation, or provide a note, for future vehicular and pedestrian connections to adjacent parcels to the North and South. 4. A pedestrian connection from the future podestrion/bike pathway on Route 20 into the site shall be constructed with the site improvements. The pedestrian path (from Route 20 to the building and aligned along the travalway as shown on the revised application plan, dated September 20, 2006, revised December 11, 2006) shall be constructed in accordance with Chapter 6 of the Design Standards Manual. 5. A right turn and taper shall be constructed at the entrance in Route 20 to the satisfaction of VDOT. 6. Landscaping shall be provided to limit the impact of the storm water area on the Entrance Corridor to the satisfaction of the ARB and; 7. The applicant shall construct public water service to the site via extension of the existing Albemarle County Service Authority water line located on the West side of Route 20 and public sewer service via extension of the existing Albemarle County Service Authority sewer line located along Route 20 and the Cow Branch Creek, general as provided in the report entitled, Preliminary Engineering Report Water and Sewer Facilities for Kappa Sigma Headquarters by Draper Aden Associates, dated March 30, 2004. 8. A plot to combine the parcels shall be submitted concurrent with the amended site plan submittal or an SP will be required. 9. All grass parking areas shall be "Grasspave% unless a product deemed equivalent is approved by The County Engineer and the amended site plan shall include "Grasspave" manufacturers material specifications, requirements for installation, provisions for watering (exist. sprinkler system, etc.) and maintenance requirements (exist. fertilizing, watering, mowing, etc.) to the satisfaction of the county engineer. 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE KAPPA SIGMA FRATERNITY INTERNATIONAL HEADQUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman St Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Engineered Systems, P.C. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 0520 F 804 594 0521 SEAL 0 GLENN V. CU9M Lie. No. 8099 eI7 ti OVAL PROJECT NUMBER R03456 -09 DATE JANUARY 11 12007 DRAWN BY: SEK CHECKED BY: LJK REVISIONS NO. DATE DESCRIPTION 1 11 - May07 Revised per Coun Review 2 03July -07 Revised per County Review 3 21 Au07 Revised per County Review 4 10Sept..07 Revised per County Review SHEET TITLE NOTES SHEET NUMBER L r- 0 \.o,', \ \ ° �`�- I- \��♦ \ .. 488. \ SURVEY NOTES: :' ° .�.o - :: �ti�` �Zo �� \ �, `0,x488.9 \ Ni F Laura Moss :`,w�, .° ox o4�4 \ o �;� �.. o \' TREE ABBREVIATIONS 1.j The property shown hereon lies in Floo one C, not a ,,, :� ,x50 I \ x98.3\ �� �,��\� ,0, HUD 100 year Flood Zone, as shown per FEMA `♦ D.B.. 2663, page 299 ,. ~ ., `, , `\�\ \ 5� �� \ \ `~ _ \� �Q/O� ��, \ Inv.=485.9 Al Ailanthus Ailanthus altissima \ ` \\" \ \ \ `495,6 i4M`4 4$7.4 AH American Holly Ilex opaca Community -Panel Number 510006 0375 B. �`., D.B. 7195, page 440, (Plat) � ""\\"\ >., o \ \ \ \ `` \\\ '`� \ Arbor Vitae occidentalis `♦� T.M.P. 91-16C \ \ 513.,_ \1\� \��,< 1 \ ` -\ \ \ \\ \ \ \ ` \ � \-\ \\\\ \',\ \ 488.6 �Qe \ AV A Via Thuja occide to Is "`♦ Zoning: R-1 \ / , J I \, \ \ \ \ \ \ \ �9 \\\ ° ♦ a �` $$.2 \� 2.) Miss Utility Ticket #8.32200293 indicates the following ♦ Present Use: Residential i r' / \ �., + 1 \ s `� \ �' BE Boxelder Acer negundo \ i I 1 I I I (x 04� \ \ \ \ \ °\ \ \ \ \ \\° \,\\ ' \ acw BC Black Cherry Prunus serotina utilities may be in the vicinity of the Project limits: II \ \ \ \ \ \ \ �,� BG Black Gum Nyssa Sylvatica Y I j �. \ �� � / / � I \ �, \ \, \ �\\ nv.=486.8 �\ \ •� \ ///`..n_�l }�� 11\ \ \ \ \ \, \ \\ \ \� \ \ \.\\\\1, , \\ \-\♦`\�`. •Authority.• `♦ $ `\` / / /, ) // / I \ i \ \ oo \ � \ ,\ �1 , BL Black Locust Robinia seudoocacia Albemarle Count Service /// J/ \ \ \ \ ` ° \ \` \ P Contact: Pete Gorham ,-. „, I- -, ,'` \ /, O1/` 5b$1� \ \ ` \ \ \ \ 4 -\\ °\\�� , x4 7 BO Black Qak quercus velutina ' b �,. ~ " ,� . / / r / s`P / \ ( \ \ \ \ \ ` \ `` \\\' \\\ 48$ CA Carolina Ash Fraxinus Caroliniana �',. ,, 51$- 7J f l "i ` \ \ \ \ \ Phone: (434) 977-4511 s ;, ,3.,-" `,� : -' ; _ / r /J / \ \ \ \ \ \ \ \ x \ \\, \ `� \ �♦ 1BM #3: Nail set CD Eastern Redcedar Juniper vir iniana ♦` t3°\ �. ,y ; ,. `14,8 / %/1r ) r 1 r 1 t \ \ 1 e \ \ \ 493,4, \ , \\\ � .' -+r-- P g - No utilities on or immediately adjacent to `� ., '� '_ .�� ; r j //I / j/ t \ �. , \ \ °` \ isos� \ \ \ \ \ \ \ \ , �� \ r; a\� `, 3V--SY ~ i lev.� 490.58' ore CT Northern Catalpa Catalpa speciosa the site per Pete Gorham. \ ,` � ` , ��\ \ s - � l l / l I \ \ \ \ \ \ \ \ N Z..-.\ -� 4 � DG Eastern Dogwood Cornus florida '� `O�� �2� 1l \ \ \ \ \ \ ° \ `� \ \\ \\� `♦ �' ♦' HL Hone Locust Gleditsia tracanthus N. \ \ ° �. ` '�4.., /// f4i l \ \ .y \ \ \ \ \ o '� � -_ \\ , �\\ \, Y �� // 1 1 \s\ \ \ \ \ \ \\X502.6 -*oo , , `4 6 \ \ 4876, 'k HK Hackberry Celtic occidentalis 9 / \ Sprint. , ' o ,/�� / X523. 14:2 \ o \. l�c4s9.7 \ �- LP Lombardy Poplar Populus nigra Contact: Pete Perkins ` \, ",.\ �,, / \ `\ \ \ o �, ,� - . \ 1' \ x'a' " \ `\ \ // / < \ \ \ \ \ °Scottsvtl�e `Road oldings, LLC. o \ �� 11 \ ., \ \'� MI Mimosa Albizia ulibrissin Phone: 434 971-2653 , \ 1 ��, - 1r�»/�P/ / \ \ \ \ \ \ \ �, r `� 48$.3 J ( ) \\ -,� o / / f \ �.$. 32 pag�e 7>?2 0 0 -,. a 1 j i I \ S� . \ - No underground utilities on or immediate) adjacent \' o � s _ ~� // \ \ \ \ °° ° 6f� `� ` ' ` \ \ _ ��No')'.,�_��-,>, \ \ MU Red Mulberry Morus rubra g Y j h \ / / \ , \ \ \48 . ,, / / \ \ \ T°M P' �1�1 \\ 9\ \ PQ Post Oak Quercus stellata \ o i , \ to the site per Pete Perkins. \, �S \ 527.8- `- / / / / < \ \ \ �, \ \ \ \ \ 2 X16`' ACrBs e __ _'� --- - \ \ \\\ \ 9p'% \ `� ° \ \ � \ \ \ \ 1 \ \\ \ .-�S , \ 484,3 PR Persimmon Dios os vir iniana ` I �' x 524.8' { \ \ \ \ \ \ \ \ \ \ \ v I-.. � \ \ \ �\\ ,t �`: \\ I \, PYr 9 \ `\ • \ \ �' \ \ / ( 23. \ \ \ \ s's \ \ \ \ \ Zoni?rg R -i o .,,��� _. \ \ s�7'' � _:1-' -°1'2ti '-> » RM Red Maple Acer rubrum '- AT&T:'_. \ \ \ \ \ \ x�a1.6'r� eM U� : esid tia'1` __ - \ \ °\ R',\ \\ _--. _ sem' o $ 8.8 �,` p . � \ \, \ \ \ \ \\ .\ \ \ \ \ \ \ \ \ \ \ \ \ \ o \ \ - -- '� ,, � \' SA Sassafras Sassafras aibidum Contact: Gar Wi field �,. \ \ \ Plnchet%Pipe\Found. \ �» \ \ \ �� \ \ \ \ \ \ i_. `� o - -- -- \\ \ \�\ \° ass2 _5. e I 12 c4s7.5 O Gary g \ \ \ \ ,° ° ° \ � __ -- \ \ _ -- \ ♦ SE SlipperyElm Ulmus rubra \ \ X 534.9 \ \ \ \ \ \ \ ° \ " _ ;0 6 -, o ` , `,. Phone: (301) 865-3877 \ \ \ �X�24.5, \ \ ,0 \ \ \ \ \ \ \ \ \ - -- \ „ \\\\1otB�`, _�� : - ,� �- -. - a \ \ SH Shagbark Hickory Carya ovato _ ti \ \ \ \ \ \ \ \ \ \ \ \ __ _ .14 WA \ - 1 �. 8� e \ \ \\ Fax: 281 664-3963 0 \ \ . s \ \ \ \ \ \ \ °, \ \ \ \. \ 1 \ \ W_ _ � -- v \ o a _ " ' �. o`` \ SM Silver Maple Acer saccharinum ( ) � \ \ \ \ \ \ \ » dc� ` \ \ \ \ °, \ \ \ \ \X5o9.s, , \ ,\ o - \ ` , >' \\` s.8 SO Southern Red Oak Quercus folcata - Underground telephone shown per plans entitled '_o \ \ \ \ \ \ \ \ M \ \ \ \ \ \ \ \ , \ \ �, \ I 1 I „ \ �a Rtes ` o ~-, 2"\Be \ \ \ \ \ \ 0 -,, \ \ \ , \ \ \ \ \ Q \ \ I 1 `1a, � \ o.. o ° �. SP Shortieaf Pine Pinus echinata "Washington #3-Dillywyn SFT B Cable".Dep#h of buried \ , \ \ ., \ \�` '�'�9p� , ♦ �52a.1 \ \ \ ; `' \ \ \ 1 `R6 • � 1 � \ \ \ ,N \ ' i I 3.7 ` � o `1 � `� \ 8� t . \ \ \ \ \ ,` � \ 1 \ \ _ _ .1 ` \ \ .� y` SR Swamp Qak Quercus palustis cable is approximately 4 deep. \ \ \ 9 \ \ \ 52X4 , \ \ \ 1 \ .1A I- � \ \ SY Sycamore Pfatanus occidentalis • \ \ \ \ \ x5 5 \ \ _ � o ' ;\v \ `, TP Tulip Polar Liriodendron tulipfera Dominion Power. \ \ \ \ \ \ �' \ 1 \, \ a `, \ o \.. ° \ so _ ,r" DBL \ \ o a c \ `� \ \, s \ N � \` ' VP Virginia Pine Pinus vir iniana \ \ \ \ \ \ \ ,g\ \ \ \ \ oo � ` \ \ � �\ \ » ,\ \ \°, 9 9 Contact: Ed Keller �, \ \ \ ` \ \ \ \ \ \ s $» \ \ \ \ ` o � 11 \ \ \ \ "I o -- ~- - v� • \ \ 4„� \`'��' \ ,♦ � Q, 0A, \ WA White Ash Fraxinus americana Phone: (434) 972-6738 \ \ \ \ \ 531. \ \ \'� \ \ \ x°514 • '� \ \ \ \ '� ctve5o5.2', `504.4 w \ Y \1 " \ \ \ \ �� y�% ♦ WL Black Walnut Juglans nigra o \ 1 \ \ \ \$ 518.8, '°e. 's `-, \ \ \X507. Graue�d � _ I , \ ��� \ - ._ o *, on WT Waterlocust Gleditsia aquatica Fax: (434) 972-6775 ° 1 \ i \ \ '\ \ -.. o \ \ � o \ \ \ , \ \ \ IRS \ .S 2' \ \s ` o ~ ` \ \ \ \ 507.3 _ 505.0 , \ _ �6<sY\ °�\ \ \� '�� �\ 3.) Evergreen trees not labelled are Virginia Pines. \ \ \ \ 5321 \ _\ \ \ \ ;` \ \ \ ` \ \ \� -, 11-1 1_. " \, \ \ \ \ 1,. __ ' `` � \ / . � c ,i bid . \ \ \ \ •. \I - �R ' \ ���' ``` _ ,`1 ' \� ,. N/F Wallace B. Hughes & \ \ \ \ \ \ ° ' \ \ \ ' \ `'` \ \ * � � \ a4bi`- \ \ \ \; \ \ \ ` \ \ \ \ '-1 , y \ \ \, `S1il I-, e .�i^ "` � \ \ '�,� ' \.. `,. \� e,. � \ \ \ \ �' , \ ti � e p 4. Zoning: R1 !da Marie Hughes \ \ \ \ \ 2s\ \ \ \ °. \ e \ `, x515 \ • o °�e/�x „ \ \ \ \ \ �\ \\\; \� \\ `°a j g \ ` 1 \ \ ° 05.90\ \ � DBL ♦� \, ♦ F D.B. 599, page 239; page 241, (plat) \ \ \ \ \ \ \ ` SAO \ \ ??{ e \ \ " ` \10" TP / sY 1 S \ ,7'�Dc e \\ ♦,� ` \ \\\ ��CQ Building Setbacks: } l »6 o \ $ i5os.s \ 1.81 \ ° \ \ T.M.P. 91-16E 1 1 \ \ s \ \ \ \ � \�'�\SS Fo \ `` \ e -, % \ \, \ 1 \ \ \ �` \ \ °� \` �\ ° \\ Front - 25 Zoning: R-1 ! I I 1 \ \ 8 1" 1 \ 7" \ X12" 40\ yo \ s \ v •i ao \ �\ \ ` 10" LP -\ \ \ \ \ s _. 12" \ a �� g I 1' \ BC \ 5F • fC, A e \ 4 \ 1 WA \ \ '` a 1 __' - \ \ ' \ 4$8.8 \ Side - 15 Present Use: Residential I I 1 s \ \ ° � \ \ 1 �\9 9ot \ \ \ / ��r a \ °° s" v,, \ \ \ \ \ 1 4 � 4 Dive �'' -�_ \ �s \. y I s.o \ \ s 1 ' ea 1 \ ♦ \ \ \ `` a 6 ,V \ \ \� a sM \ \r ��y oe° . �, o \ X r s /-~ / / 07 ° \ Rear 20 i i 1 1 I 7» \ 7" i I I I X \ \ \ 51 \ \ \ \ \ \ 0.5'� ti.�' 04. � k `� x503.55\ \. /�s.2 \49�ti \ \".`C- 7931 I X 109 �\ ` l` \ J l / » 53 .2 I „ i 521.5 �� \ \ \ \ `'s� \ (__\ r \ ° \ \ \ r 4s \ i / / 1 I s ' �`` » 1 I I { / 7 I l l > 3 4 \ \ \ ` \ 14 1.4' \ �'1 ` \ �`X489.7 ♦\\ s , \ 5.) Vertical Datum: NAVD 88 / 11 I J5 \ \ \ \ `�....� G o �, � i » \ \ ♦ \ 0\ �. J l J l ° 8" l I t I I / / ♦ r \ v°' conc. \ 1.05 \ 1 \ 4 �Y 10N ��-4�89. + \ I / ° J I / X525.2 / / / \ \ \ \ 8\ \ e. alk \ \ `1 \J l 1 I i \ \ \ \ 1 \♦ \o �I I ! , I 8N» ( I //, \ \ \ \ /� s iN! i \ \\ + \ \ 6.) Tax Map 91, Parcel 16 is subject to the following / / 1 ] n` ° 525.5 1 / / f , 4�. 41 \ \ \ z co�ee�oeo�� s \ t R I \ \� \ 1 be �\ \ o \ \ easements: J ( a,, / / i N 2 1 \ \ \. I 1 X5 7.8 ° / / / \ \ F ga I 1 a 1 tplan� be ��y �. . \ !X ` \ \ � \ \ / I ,/ ' / / ,, ° 1-1 . / / i f \ „ I '1`z °`° � °� ,` 1 03 56 \ t \ ` �1 \ R \ �ti ,487 $ '``\ \ a.) Virginia Public Service Easement recorded in D.B. 215, / / I , 533:7 / / / /x 242 / / / 5 ,, 10 RbI �,° 4 ,p• j 14"Iso 1 � f -. % i� 48 .4 , \ 4 \ page 432, shown on the survey. No easement width is / / l / ® ,r // / - x 52'8 4 \ ( \ i 4 Y2 k r \ \ I f , / 00` l i I 10" \ \ \ , \ \ \ x $.3 \opo` \y'° \ \ \ / X 537.8 '` / / f r14 f I \ l �X 5✓ 414 \ To 10•x` \ I l l ! I �� I / 1 I 49 .0, , \ 1 1/ \ \ specified in the deed. / �' r- / s / _ x5888 \ \ \� SQ Q t / 11.1 / I , RM I \ \ \ �i � b. VEPCQ Easement recorded in D.B. 282, page 110. This ,4. � J 535.8 �_ -_- ; ` � `' `I _j 5 `` > ', 11 \ ` `'� .z ; A l . \ \ y, r, / s / I 1 l i I I 6 -_, --� \ 0 ~\ \ 4 e _ P 9 VX635Z r --._ 7 1 / / / / / , t0" 51S2 \l �!2� 94 MU &�Z, g \ / / f I l l l l I i ° \ \ „ I \ 4x87.1\ x487. is a blanket easement. / / XP37.2 7 1 sr / / / /J / / / /t \ FS ` C'\Jx \' `° \ 7»\Re / / / I l l i 1 \ \ \ ��� \ I o`` . - .� •-\\ c.) VEPCO Easement recorded in Deed Book 553: / / / / ° / � / / / / / / / / . 14 1 / \ �; <, I - \ \ \ 09.8/ / / ''� �' � 6 \ 9 499.8\ \ \ X'93. 1 \ �srg. \,� / page 485, shown on the survey. No easement width is / / / / / ". / / j8» / / f / J / / / / 1s j / X517.0 is 1 �p(� \� \ \ / \ 1 \ \ x \ \ \ I1s" wl1 \ \ 4a s C� SSD ` , \ / 1C 537.9 / / / / 10N s / / 1 1 (..9 V 4\ � 1 /� �2" R > \ 7 \ b� \\ specified in the deed. / / B. / 1.0 / / / , / --d 1 \ P \ ) ° 1o" I-)/ / I I F `'o b� / / 8 N 10 / % / 5233 / / \ 1 \plant bed \pp \ \ \6" CA %S 4$ .�S ♦♦� SN9 d.) Virginia Telephone & Telegraph Easement recorded in // 1/ / ® 11" / 914 o / /J / /% / /J / / / " / �S/ r� _ 9" ,. ! i 7" RB\ 1 , 1 \♦ \ \ / \ 10" , ; 10' Wl i I 491.1 \ �6' .3 \ I D.B. 350, page 570. This is a blanket easement which / ° „ / „ l / / 112 T j „ f 1 " N 1s» / I X 13.4 I I ♦ . ,. i 1 ) / j i s¢ , \ \ \ 4 �_` ` � �, ~ \ ( f may have been created for the overhead telephone lines / / / /*� 0 � a { ! \ \ / / f 12 J �I9/' , 'p $ $ - - wr / 1 1 I 11 2 ,7�2� 1 / i / i i " TR / // �j�56 \ 56�74� �^ �o �\ \ `.7�\ I / / o _ ,,/ -. shown on the survey. / / / / 35.2 » 11 8" \ \ 1 \ 0 2 .4 / / / s' / / l l i " l l l ° x /.�` 1 " ` C ) �\ \ \ \ e / / 10 / 11 \ „ , \ } � / • 6» * j 1 / / ) j i { '♦�° �' / \ \ X 490 5 - �'°e �\ \ \ f e.) Virginia Public Service Easement recorded in D.B. / / / �y2 � 1 „ f r / / " �7.? ✓� _ - i / a" CD / d / { / / / / 501. i Q,'`' ��l / / \ . SJ' 4 \ \ k IRS / / / / ,� / 1 w� 12/ / e / / . i X5 .5 1 1 x °a / e .945 4 2.3 „\ t "`flB� S x 220, page 355, not able to locate. a,, / N / / / 1W I „ h o I / 1 6 1 1 \ 24 S \ 4 / w / % ' >1 1 1 8 �' / / / X 978 1 E WL / / r / i / I / •/ / ,' / / / °% / s *g - N . -' �' / r K l l l i �o ! l / l '/ h \ \ \\ \ K ` `� J x / / / 9„ *5/i2.6 * / " / 12 / / / / BL `'`tib / / / '��/ 8N a" t2"-` __1 / z / /Io� ba°' fI l l l l .Oc/\ / / / /X 495`3 / �ti �9 \ ♦ \, ` ) \ e / 7.) Tax Map 91, Parcel 16D is subject to the easements 1 / 538.3 / / / / {'� s" / 11 % 1 / / / / / / 6N `' $" __ / CD _�;, / / I I �� ° / / ( / � \ Q. . \ \ \ \ \ listed above in 6a, 6b, subject / / * / ,- / / / / / / 0 / » - 5�5 / / I I \ 493. 2 s Al \ \ �. / 6d, and 6e. It is also sub' ct to a } 11 / s » / / / ,r , * - - - z.o ' ` / 11 90.4 lx4ss.s IRF ' \ \\ - o l l / / / / / , , 7' f o I 4985 �? o Residence I \ \ / �� VEPCQ Easement recorded in D.B. 561, page 90 and shown ° / / DB(, 7» 10 / / / f a / " -- ' " / `�„ / i 409'1 49zn4 S FR orc \ \\ / P g J / / , / *1,4- l l } / �r ti / ! / / / 8 . „ „ 7 14 / / CD / / ,.5 5.4 1 I I / \ r 79,9 hereon. No easement width is specified in the deed. , / » /s/ / » / s 513.3 / ! 1 / / / o� / \ \ \ \ , 479.1 e x470.$ P / ! �' SN / ! / / / Ia r2 ` 8»/ / to / / / �, 92.2 486.54 \ / 10" 8" ,r -� T _ , / / 8 C/D• r' oh 1 1 I a X 4 32" E ��� / oh 493.21 / / r - ♦® \ \ \\ � 7 `` / o / ° / % g» '' / i2" / / $ CD `o } I �' 4 .76 ti / \ 479.1 / l / {( / ' % l I l l l / l I g 8 ! / / / 10 � N / �, / 1 /� \�\( f i6 + 5/36.4 10»/ , { l i l / j \ ( I / l / // /10" 515.4 / / DBL. -- -- _._.. 7 " _ 7 f / � 8 bi, / X 04.4 f / / 6 49 9 / oi`° 49)2.8b 49i.r��O / / / / \\\\ \ e % b f 1. c / 0 x4$9 4 r / i /F 8" CD / / �e / 489.96 \ f / 2 / WF .0 / / 0 , SP 7 p / > ' * X 508.1 9b � / / / K'oo / �92.8'S%% { / 497.0 / ,\\,\ \ \\ / \ 1 x 489.1 / / D l J i "7 / -- r o ce » / t sd,r )"{4 IN /' ♦ JX 470.9 / , ; $N / / I I I / 7 / l 1 / / / / DBL f / � .ce / / / Garage 99�� 489.98 " / dr / } e -� PO 13 8 eCo / / ce 493.1 49216{ s1. 8/Ai d / i 1\ \ / / / 10" / f / / / „ 81' 1 / / {„ / J o / / / / / 10 4° 510.6 �- r 12" �V /"/� / °° / / I ' / / / / / 495.8 / °�- / / / / / '` / ` } } 477.1\ e \ i / 11 539.2 / / TR,P „ » / / DB / 11 / TRV / 517 / 1*tr / / a 14 510 r- g l/ / / / / / / / / / / / / r , " I �. -/` / / / / 12 s 1 / J / 1- 8� f � / / / ¢, ,�C 490.9 9 DBL HK �o , ,r �\ / / "' I I / gp g 12J' MI 1 ! V / ,509• - " / / / / 49 p� / /� X 490.2 / / e. / ,; { y X,-48 �i, , / I 1 75.4 � .,� i 1 / i / / i �' / } / / ! ,3 / _ a r / / / r��� `-°° 48x.11 r / \ \ \ / x e� {P, r x488.8 J X 505.0 .y i '� ✓ ! 469.5 „ „ r / „ _ , » �- 11 _ f / / 4$9.1 X� / !/ f' ` 36.8 1p 7 ) ( 33. I I 7 J ( I - -1 � � 1 / / ♦ / 1RF/ / / j / / r / x � % 489.6 / y �sj 15 SE e r' e BL } i 1 1 r + " / SP g" DBL 7» 13.E 12 ,/tl"o r r / / / / - . / / / ,/ / r \ t \ r - ` tt r 0 / 6» I % / 1 " / $ " f / / % / / / / /,r 489.42 , , - e 475.1 �� :. I \ / /8" f 11° / 7 / ' / T9P I i I i i0" -DBS- V 7 ; / / , ' JO . / /, � / / - + - ,/ 4$7.8 489.4/ / o / - '' -' s' - --J` 15" / J \ % \ i " % I ( ! t /12 - 12" J y • ; /` Y X 97.3 , x492.1 - r r y / / / 1 / ' ®S , f / / / / 10 12 */ / r i 1 N / I 1 1 I I 1 / / 11 L DBL . 0e' _ SP 6.4 , / , / / I'll / , / / / .' / // / \ / x488. , / .- f - - -- "I / X ) I �qj, \ / c 7 / 1 f * i 12 I 1 I , i 1 / SP/ / - 12" T...._ - 12' 10 / / / / / / / / , / / \,,, % ," , / 'r f / / f, ? \ c J., \ \ / / J k� / g11 N l „ » J" I" I I 8" I / 1 1 1 1 1 } i g»' 1 % 11 DBL :, _ _ 1 / / / / / / ° / / / / ' / 4$7.0 f / r /� b - / / , 7� X74,2 \ F , 1 . ♦ \ x 489.1 j / / Hwy /*9� / 6 DBL / 10 / 1 1 1 9.5 I 1 I 121 1 1 10 / s , -- / / � ' / / / / / ! ; - / / / 1` /, / t I -- s o / / z f l»' r ' <► e ; / �� , 10. \ / ° � / / DBL / „ 1 I I 10 1 DB / I I } ... _ $ p _ - ^� - / / / /A 497 / /' 1 485.1 I / /' / /15 SE / / / ! / ♦ a \ I , y / / y 2» SP / 7 j /� r .- » i 10"/ o / o .� I/ / / / o / ! Gravel �, / / / r' _ .� e,,9 \ o 1 'I\`D / I 7 I ' _ I f / 10 506.4 0 = % " / �" / r / / o' / ' f / r X - -, / f /x 4825 / f r / o 1 h > 11*5'34.4�10./ / » 10 1 14 D?L /� f - DB / ; f `r / ! / h� O r % / l / o // S \ / / / N 6 2 f %% � / / I I / r / / - / �o �" ._ X 491;9 9.7/ / % / / } J / '� r, 1-1 / /,✓ �� r ~ \ i 540.2 8 » / 7 ! » / » i I I 9 � , / / / / /, , / ,", s / / ,G " CD r ` f /,,� X 47414 �' 47X7 7x. \ > I / ! / 12/ SP / „ /14» 1Q'' --505 8„ / Ir , / i / / s O' ' // j f ✓ / / `S ` a• e / 537.5 7 / » / / / I I I i 1 0 , . ' / y sV o� - / / , ✓- �-�,15,St"z / �` y \ I 14 / ' 7 » / l ( - l r / ,/ / / o Q o / / 4�.X{ 88.6 / ' f ! / r �� e 468.0 1 1 , I % 7 / / f l l t l 510 6 / » ' - _ j' / ' / r, / i fe /!� , - / / / �t 4.9'x. ,`Fj / �` \,� �o�. \ \ x % s t /� *) * ' » a3 a ~- r r / s o / » >x / / \ 1 I 1 / / / / / 7� �7� ?h l / 9 / 8"/ qq//�, SP 33 ✓ J / / r / / / , / �9st / / [ �j {� / / j "-. \ \ 467,2 » p k S,.U.9 / t I fo! - �- .._._ - / l s' i . • ! Y 4a / / J/ f� / SE .n/ ,. ✓. /' f / '4"... \ \r\%---,, L�� \ / 1 12• 10 1 / / 14 1 / J / /DBL / / 8"� / J / f /1 1 i0 I 1 I / 7' _ _ 14� / / I / / ` r / / .r ' / �so.7 i �i ,, r' / r / �e r' 26' DBL ; , _ -� r ' / , r �C ,\1 d.,w�\ �1�v.=4s�,. / / / . /I 0" "DBL 1 / I I / / / / /y �. / / » / / / ` / / SP / l I / PO '- e _ .J / / / / ,, ` , / / / / / 0 48&9 ` / f '1 c ' ,- , _✓ x 478 5 / r o -' \ r� \ \,�!\ --- -9, �o / ( 7 CD 12 i 530.5 / 0 14/ /„ / » 1 I l 50 .2 / o ` ` �- 1 / / / % / / / / / rx ..,r / , °°a ` - '` r / -_ ✓ � s f x475�k 1 / ' a # " MU \ ,� '� / I ! I * \ \ , $„ / 7 i \ \� / Dae i I � I 1 / / s� / r '\ N- s , f 11 1-1 I" / ` X 47.x:4 .� / / f / 8 , \ \ 1 ✓ 8/ / / / / / / / / r 1-, / / ,, / / - ,/ ' // 8. � / / � I � /' / j _,' '� r / / / ° / /' f r t` \ ! » �" %? 536.0 0 I 1 + \ 1 I " 9 . I I 1 / 12 -_ TRPW----./ , / r / ,/ , I/ v.=46� 8 6 CD / » I „ % „ \ 1 1 I 12 j \ \ \ \ i / / / ' - SP / s` / / % / f. 4 3 z ` -'X 48 .6 '. / �, 1 i' �, / ' �' / F / l / / 9 CD / 11" � I 10 1 W 6 1 I 1 1 °� 1 1 I 1 1 ! / l f,,. / a --- _ - ___ � ._.._- - / / / / / / / / / / , .r f487. 485 5 � , ,-' f 1-' "I f / - / / / // •/ / e l _+ / 541.3 / / / l ? 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' - \ ✓ aA � N/F Wendell Wood \ `\ ` 1 l ` \ 1 1 1 \ \ \ 5 6r f / / ,/ / f 10"1X494.5 ; (/ / / / 1 i 1 Highway 2s'y , 6fi 488.30 /�' T.M.P. 91-18 \ \ \ \ \ 1 \ 1 \ \ \ \. r ` ' ` 6ftp J .. ire l / 12"/ /4s3.�� f r / C6� / Jt / / � / / \ l x481 4 F d- '' ,_ oa 482,96/ ®- g: Zonin RA \ \\ \ \\ �\ \\\\ 1 \ \\ \ tt \\ t Ir I °$� `0he noel 7 // 17 �J / ,/ // // // l . - // / / I - _ - - - - - -` i / ",,•-� \ \ \ ` \ \\ \ I / / r / / / °� %, . 486.5 / / - 305 482.81/482.43 - .�.. Presen# Use: Vacant \ \ \ \� \ \ \ \ f / -- % 1 f 490.0 /°he,. X / a os /� \ \ \ \ \ \ \ \ 1 i ( (f j J. - f / ✓ 5N 482.0 / 3.9' X482.81 TW= \\\\\ \ ` \ \ \ \ \ \ \ \ \ t t / 0 / I I 3" D / SE h$(�f �, "� - 474.48 487.87 \ \ i I j / / 7" PB g "� `� 48224 6 \\ \ \ \ \ \, \ \ \ \ \ i / r X,493."8, DG_ i / / , o'\ $i.1 6 �9 g'L� 3.55 f ' X482.78 882.02 � "_ N F Wallace B. Hughes &Ann G. 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" -, -`-111 ",- - . 0- - / - - / ��- -"`�, 1�1- "I, 4il-m"', , / k ;�, `// , .,�, -.�----�- ,�-X478.96 -11�--- Inv.=472.7 I -- , - 5 , , / " , � - -, / / , ��w,, # , I I a 111'�e : / / DID / � I I / - , / '14 - - " � a I I'l-, .�- -- -- I . ,- ,,, " Y / - /� / -- ",-,v ,--,- �e / -- �-- .41 � I I l / " I II), -� ,- /✓ / ,✓ / � " / I I I 1 1 [" -` ---�--.- , - **n- -)k4- A I - / /V */^v - l' / / p I I / -, , �, 7" / " �- -- ti,;� �9 2' I'M I -*� 9 � :-I- ---- �- -1-1< , I >� I " - Ir , '' - -��';g --� , / / / , D , / // / , ��,� -,' . �/' / / - ->� �/- I �, ��,/ I �,,�� ,C�, / / , / - 41,1116 ,, ,,,/ , , / * r -- " ,�, / /, ��,-l� 1 � ,,,l \ � I � - - � - /* lil,�Ix� XI / / I IV �, / / / L) / - // / / , I -- � - - -- - - , 1, / 1, I , 'Z , - X �80. 2 0 / ---' I - -,�- - " , / A / ,- � -1-vT' wldlll-11 "o - ) z 1 "� �11 I - p lo l, C-/ /*/ / / tl / / , �, A / -/ � A, - � , �- - �- -115 a v / / � / / / �V,,,�1�--,, / , //-w - / � . -� I " � >---, I lo- - -- , -:: I � I ll I I- - (1--` -7.--,-, -k , z on e�� Vl/ / �il, / I I // / -, .-,- \-�9 Al000� ,ll--�� . �0�8,58----- � � Z ,` / - / / ,'I, // . -- -H, - / / / / �� , � / /-- / / -- .� 11 J�Dzl -- K / - 7 . � / / / / / 44�b /I //%-,,�,�,�. 7" / / I - \ /,--- �,- .,,��"` " '�- g, I/ z O?W ,,�!iw� 9 _ X I � I r3lr / ,�,,� ��n` , / / - . -- � � � -- %��,�', -1 / , , ) .19 I If- .I. � - � r- -- -,�-, '7--<, - DR/ I / .-- , -- W��S, I - - -- , �- -- -- . --- / / '141, 1 -'7�-"�E � .1. � / / -- - 3 8 -/--- - � , / - t% U4.1 1 , I ,-,��, (:��.. / �- - -- �'V` 1,1'479,,1f6- * � �, � �� A � , , � � * I - -- , - /� / / / /!� w. � x *8' / iR dTPW THS W �.a- // " / , �/ ,- I- . cri 11 ,/ / n\,iG'. 1,-\v -- X4,90 -V , - , � I I I I r - ,-- / I) � 'y', ,ftE-C-, ,�4 /,/ J, r,;� I ,----*' � I I , ,� . I I 11 q- I/ z / / ov ^ ,,// �4/ . ----- 0 ---7 . � ) / , 11 / A� / ✓I . -- - , 3. - � �)X481& ., 0, TIQN / il V I �11% / / 'i NY 9w /I U V*, I If / / � \ .-� ; � I �- �,- " I'll I ) . , I � 15(-r ,-,/ k/ / ,,,, / / / /I 1 x k"A / I z . 18' A - �-" PHASE I SEQUENCE OF CONSTRUC . 11" , ,,','� R f -%I -."A./ / 1p -S -/ ,,�, / .,-&31� .85 , ,v- I / , /-/ , - I C //. / , �ppy I W DN \) \\- -5 012"lT."k-1 r11,10 -�, "'m / I ,;I / ---� , /✓ / 11/l/,,1 --I , . -"' . I ----- ll � �' /'- &, / ✓/ / /, / / / �, , // . / g-: - - , - / / / -- i :0 / 11 I I 'l -, --7 �/,w ', , , / / / I , �, / \ �4 * � I I �12 14i, -1 , _ 14,10',v A SIF - , , , 'i � � � � '-� � � _&" /? � 'In \ / - " , '1--1 �,-N-:��--,v 18" ,,, , I .1 -- 1 � � � / ,-� �- � , - . �- T6 / ,V / . - Y/,7/1 1 � , I � �k-� - / 1. INSTALL CONSTRUCTION ENTRANCE AND TREE �, , � � � ,�w, /�,, :t*, / - � ".11 -, I �Z! � ----/B(; �� 11-1 7' / / / �,%Z,,�R�, / " ,,.,��i,l / 0, . "", - --- � I // , - "I - �\� I � 80x, CLEARINGPROTEC110N BY MINIMAL TREES FOR � I I I � � ll, , ,� !�,v /TV:55L 1-44. - -� I �- / / I \1 6 / CD / / " /�/ / -. ---- 11-: , -- A \ , . -t- ,At Y / /, . ,- I 'I iI, � � \ , � = � ---:� -1 I/ / / 12' ' 6Q4121 - / / // / /,� / " " ,�;$-� ', /, / .. - , \ , v . ,-- Z ".- \f' - .�,� INSTALLATION. � I / 'l 7 - - , - --�, 1-1 1�- / / , =Vp .1 2✓ 1. ... 00/0 . -,�, / 1 2.44 \�, , / / 41 L A�rV . ---� / - � I / DvL / , / I . X/ I'J=4 /�. X4--..2 '. I- B �IVIIV / . . I / I - . Q ".- ' z, .. --- I - / IAL "--r'- "AK llxff�� /- '' , ----- . - 2. INSTALL TEMPORARY SEDIMENT BASIN, DRAINAGE PIPE 11 - / ' CID ✓/ I - I - "' .01� \ \ 0- CD/ / X / / / / / " ,-d��'li` ' / FV /, �, / '�' 14 \ \ `� V..� -- - - ,(<:,�) - -Sp/ // �� / �l,� I I -I' / � 'b / . X482,53 -�� 81,80 .. " / k \ � , 1 d. / / 4, 1 - � /I ,4& \ , / , -�r, 27 - JR �1' � � -� I -- f. / 1� � - - - 'D , "�',� �, -. / . I � � I I � 'i � � -�� - ---/ / 1�1 ,g( , / / . � 1, t / / / 4 / A - -4 r-,7 - UM C12 "� & / ,n� , . �19zi� 4 ® C ----�. " .� / - �, ,'_, - ,-.111 / , " / 11 14"', . - AND I � � � � li � � / , / / /C- -45 w / tl� / v ,,, --,,.,� -- �J'= OUTLET PROTECTION AS INDICATED ON THIS PLAN. � � \ ) /' - �Tp- 088 � / / "', `� / -,`- l(% / I . I 1:l� '11'1' I 3., �,',,,,, " I- - I A�' 11 .. ... � / , rp= ,,� i �, ��- \ \ (- - " 4 / ,l 1� , 2E- 482.08 " l)" / - / / -�- ,�, 6? ;;I_ I I 1, / <-Io x , . \ 4� - - / / I . � 82. -- az ----***' � I I � � � � \ li \ r IN - " 'd l, / � / 2 - [I / 80�/ / / / 'g ey / A�Ng�, 7� I . . / " , � , 482.65 ..... " 3. INSTALL DIVERSION DIKES, SILT FENCE AND OTHER , 1� ,gn, / EROSION CONTROL MEASURES. r TTe5-= aD - I , ,i�,- 11-11 -- 2-8v - I I -- <': n' ),I 11, ` - 0111e�� ----� . - \ \ I I � �11� /'" / " , � , , .,,- , �\ - I 711 r . � 'li � .v. / , ,/ 1 �05.. -1 - / / F / <rb / /-11 I � I � � 1i � � )i \ \ \ \ � -b 8 ,-/ / � i4F� I " 4� 1, -, .,� - 1;1- ,� " � � ;-�I' - X - /,7- I- ,flkl ,- , I I - / , "-� � � � \ 051 , 'Ai2 ,�, 1, / C� / ✓/ -,� / ::: ., ll - - - � 1� I ;�, ----, I A : , �, - / , / " I "I � � � � � t ,j -11 / / / , -,� ',,, .1 - - " \ 1,1 �/ / -- . . " i 11 Ft H '7 . b ' \ \ � . I , � - \ 48 � , k l, \ sj� �, / 101, l( ",l" 5, / / , - u _,---,- L30 ,- \ I �, , .-I I -M,Ulo r --- , � - . PR numie I ' I - �' , / / I )l 1� �,-. , I ✓If ,;r . � \ \ \ \ k � ll lI � I � \ \ � , r, -,.�, , / / , ci` .V " j�i \ / �196 / _-,)<182.5U r , - / , / -4 , �, ,pk�, �8 -, \ � /8 , /( ,,", I ----�-- t / / / / / / 'M , li"l. �- I-- / . N � \ � \ \ \ \ 10"'. ✓ / , //1P I , - f, I v , v\ � v, \ \ \ - . CD ..... I %- ,,�,, r. -1 \ \ \ 'I \ ' - ' . 1�4 I/ / - ,,�,, . ,�,,,�, - - � - K 32,,� ' 11 X , \ \\ \ \ � \ \. MI�S 10F -Al -� . /1 �,� -/ "' - r �, �i - / I � - 82 PORTION •.�.`.-��� " -� r - r- \ \ \ \\ \ I r / 4�4 1 All ---- � f It ,vpl I \\ \ I \ \ L�14§T�U TiTIQN r 11 -�-- , I /0�1� �� 4 A` , .'10 J@ 121 � 6�1 .11-r /- T "--� �,- I - , wli* - \ \ 6 / � ) A DRAIL \\\\\ \ \ \ \ f r , , x ! �1, ./M�� ", ", -- 11 SF ' 74.48 487.87 -.. \X\ \ \\ \ \ \ k t ,� " I ' 'k =48 .40 , ' \, I �, � I " - OP z C4.1 C9. I I. \ \ I I 1- I // 7"19- - \ \ � - � 10�p/ -36 ,"' .02 , X482.78 \ \ \ \ / / �, 5 - ."� \ \\\\ \ ' \\ I - DG� ` , IP -I'- 1-1 I = �-.- \ \ D ,8' I / * \ \ \ \ \ N \ / , / / "" 1 477.64 \ - -V/ / ?, C=483. - \ \ \ \ \ k - / �) ----- \ \\ / - 82,4� \ \ \ \\ ,\ \ \ / I ,/- -- / / r z lf .0 - -- -,�- - - /X 4 �92 . , .� ,.,,-� \ \ \ \ , \,\\ \\ \ �, .s z Z I/ - \ \ \ \ I I I -�, --- - -', \ \i i\\\1 \ \ \ / /-- . CE . 9 C = 0�5:278 . -- -CCLASS I RIPRAP , I ' TCS 6 3j. / , I ) \1 \\) \ \\\ 4 �, / I/ (7.5 CU.YD.) ,,,,� i I I I I � I ) 041 09.0 Clp =48 ,�Z�� /X,183.8�, I/ 82,2 -,... / / I , I , * f d " / Ix/ ,,- . "--/ - I I / I I I I I I I I / ! I I p- I I 1 qv.:4 4.41 -� I .0 1 48Y47 .33 � . . .,..� ", / / 85.19 / // �/- 6.92 =4 - . do,=4 � 5 ,;, - / �T �-, / ��,485,93 . 1118. 0 ITICAL EROSION AREA: / / ,�- , , / /11 �, , 87,6`/' / 7 I MINIMIZE SEDIMENT TRANSPORT /✓ .�-11 1-1 / / .78 ".., ONTO PUBLIC ROADS. ", &4863.8,�/ ,,,� . 88A / / -- , / / /;'\ 4 -8 5..'7�-1 �il'�' 487.79 X/ Z/,,-, / . QUO, ',, CRITICAL EROSION AREA: CONTRACTOR SHAD. KEEP ALL CONSTRUCTION EQUIPMENT A MINIMUM OF 25' FROM THE CREEK EXCEPT AS NECESSARY TO INSTALL STORMWATER MANAGEMENT STRUCTURES. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) i inch = 30 ft. m 4. MUM DEMOLITION, CLEARING AND MUUtill VIKAUMV AS SHAWN ON THiS PLAN. 5. MAINTAIN EROSION CONTROL MEASURES THROUGHOUT INITIAL CONSTRUCTION WORK. A) IN GENERAL, ALL ESC MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. 8) SEDIMENT BASINS AND/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH VESCH. C) ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILD UP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. NO OFFSITE LAND DISTURBING ACTIVITIES ARE PLANNED. ANY OFFSITE LAND DISTURBANCE ACTIVITIES WILL REQUIRE A SEPARATE LAND DISTURBANCE PERMIT BY THE CONTRACTOR. \ � � ;p TITLE EROSION CONTROL LEGEND KEY SYMBOL Inv. -436.8 \ CONSTRUCTION ENTRANCE CEmom L•\ � , � \ /'/.T� 11// (� \ \ \ \ \ 1 \ ,\°v 9 SILT FENCE SF ° ,5�\ • a/r/�ej~ } l(,d,11 f i \ \ ° \ i \ \ \ e\ \\\ ` `° L° TBM #3: Nall set 1 \\ \\` ., a '✓// Ij ° ' \ , `e \,\\ "m\ in 3 ajCaTlOe Cy INLET PROTECTION iP ' CULVERT INLET PROTECTION CIP 71111 DIVERSION DIKE Pin hkipr\'aund., ` \\\\\ ° \° F \ \\ \ \ �a atk TEMPORARY SEDIMENT BASIN aSB 1 �h' » M , ` \ \ \ \ 9816' \ � \ °. `o \ , i } � �,�,�� � e,�\ \a� � - � � OUTLET PROTECTION OP i ROCK CHECK DAM CD `� j p \ \ � TREE PROTECTION/11 TP �, � ! y � i 0, / °•, ' i. 0 ,\- „",.*. \,`a/ 'e `. R \ rye'. � S`,`�\ °`a. ,``` \ \ \ \ \ \ TP v \. , TEMPOSy RARY SEEDING TS c- 2 . /°� T ` �» r� \ z \ PERMANENT SEEDING11 f PS N'01 0 Lp ac WA 751 MULCHING MU i / �• � -Z�\ \�.. � � DUST CONTROL 40�4. 12„✓ter � /' / I, ` . 5P2$.5 � � ' \, /� \, l'' � /i�, ` � ,,,! � � } ;iJ"� I� ! T#��E � ! r ' ' �' 71 Cl 1 \ ! G L p L " d 526'7 / `1 1 Ff T - 9.1 \ �a'i ` ``� 1 / \ SF , VVL \C v” RIA C-/52 �/ / , ` ?T�� % 1 \ °� `. \ \ 1 1 �} 10' H)�AIL} /� r ! / ! �\ ✓ / fTOO 5 5. ,2t / \ 1 i14 5 .50,x, C q1�N 1, 1 ff /l /l r' ��~Q';t l r \ T P ' ) 1 / / ` T� � �0 � j -' •�' ` i /� $„ C°,1 ... IP i» / j^ '� /jT$�5 1-1 CD< If/ 16.60 1 / f ✓ �f / / f T ' - "r _ I l 1 T� 44.10 C` /5-1 .1-5 /61 p ��" s� / l /1 / / 1 �. .92~ / 1 r 9 CD l� /( f } } ! ` I/ f / / '' -� ' ' - C12 • ' / / °! �CH'�cf f sP»12f 3r TCT513Tom= 12.4 7» f / / - I f ! ( J i f 1 f j f / `6 5'4, -2 _ I T - 512:25 —'~5,f4.2 7» i 'r , ,f 3* DBL 7" $ ! / 51 6" ��a„ s � �s� a I �„ / ,� -- r � � ✓, r,. _�" �, ,, � , � o J�W 7» f 7" // O 1 j ; l / G 1 8 TI 1� / '°h"/ / l ( l 1 ` / / 1 f `�' TC=51 - � TC=f X95 ,2° % pel_ � f (-� } / / / `�� / , / / / d f ( 7" C� /DSL /. 12 f ! ; ( tr IP / / iP } , e ` ` " ' ( �/ l } jf ( � },, ,�•: ��� °.. 1 1 ( ; f' ti,� /" ^ � � `\�jtl f' } 1 / � `,� 1 , { } � \ \ � � 4 1 ] "`' � _ -»� 1, / % � P ,' ,' ji r. % ,✓ e !I �a, �� i (,���1 �.11 # J / � f ! \ \ R } ! { `' `,\ •p` _ �_.` ✓f '' / ' ,✓J '''' � r W '"! r r c Cry / nL / ` p ` } `\ \ \ f / C4.2 C9. h ✓ t F .IMITS OF 1 / / / f / 1 l , i 1 } } ` \a } r j ' f j j / r jr TYP. CONSTRUCTION i l \ , TP ! I I 1 f l I J # l I 1 r frf ! SB 1 „ ,/ .r ,rl j/ f # ! } I IP , vii 1 / / / �o° CD l/1\f 1 1 f # / / / l 1 / I ; ! } } ; e ��� ^ / E,,� % 1 CC I r l 1 I / IP / /!� 1 MU , ! � / /Am ,1 %, / /� / / 1 � / / / / / 1 // 1 �° o`�'? ! ,r/%l 1 /`- �oj ,� �M ,✓ �� - � � r �= r t' ! Cid / '' D� ' i l 1 ✓ /' l l � l l / � Jrl / r � t rOf c®y „ / 1� it„ r 7 lo^ f % / t / ! / V / ! / l J l / / ( l / l / ! , ' / 7 f ,i 1 / I /1 1 T 52,10.6 / RP `,• 9, DD : 51 0 r T - 63 f / fr .. / f ,/ II / 3 I ✓ J/ DK YC J, L S // r f IP 4.2 C9. I I ! J '" - � f J / o �° `' , i � / f r % l / T 1 / f z,� rte• // �` � ,/ / . � 1�'f '' IP f%`'` j / r r / f / �. �� a. 1 / f i � � j ( CD J f DD C �0% i70 / / ! ij f/ f / u�� // / / // r / -r 1 / ! / f o Tf�,� �1 �/ p ' r i f r `f O ✓' r r f' 2�..2/ } r~� D SFlaw � `� � [ � � � l � t" �--' --T�=S j r 1 f � I�r� Oj c�/AL��� •�- ,,� A�--�.' / r / / r ,..,,�- f / � '�,; f � '-- � >- �- ,TC ! I`_ DC '.101DC STD. & SPEC. NUMBER* 3,02 3.05 3,07 Will 3.14 3.20 3.31 3.32 3.35 3.39 QUANTITY 903 LF (PHASE 1) 1 EA. (PHASE I) 1 EA. (PHASE 1) 620 .. (PHASE 1 EA. (PHASE I) ®-�� 3 EA. ( PHASE 1) �® 2 EA. (PHA 2 EA. (PHASE 1)`�_ 3 EA. `'F+ SE 11) 1462 LF PHASE I) 4 EA. (PHASE 11) Ewe ,....IIF.. F—,Wkl r �. PHASE ii SEQUENCE OF CONSTRUCTION 1. INSTALL APPROPRIATE INLET AND OUTLET PROTECTION AS STRUCTURES ARE INSTALLED. 2. MAINTAIN ALL EROSION AND SEDIMENT CONTROL \ •` \ { 1 / • FEATURES THROUGHOUT CONSTRUCTION. A) IN GENERAL„ ALL ESC MEASURES WILL BE CHECKED I\ Rs DAILY AND AFTER EACH SIGNIFICANT RAINFALL, / \\ r �1 `� B) SEDIMENT BASINS AND/OR TRAPS WILL BE CLEANED t` /_ AND MAINTAINED IN ACCORDANCE WITH VESCH. A'I IRF C) ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY DD \� \ \\ , ® FOR SEDIMENT BUILD UP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL 1MLL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. 3. EROSION AND SEDIMENT CONTROL FEATURES MAY BE r , REMOVED UPON COMPLETION OF ALL CONSTRUCTION TP PHASE ACTIVITIES A ND THE SITE HAS BEEN STABILIZED TO THE SATISFACTION OF ALBEMARLE COUNTY INSPECTOR. /7-' 'J;y: THE SEDIMENT BASIN SHALL BE CLEARED OF ALL SEDIMENT DEPOSITS TO INSURE PROPER VOLUMES, AND BE CONVERTED TO THE PERMANENT BMP. `' '' fat ✓ / r9 SE "' e' ,� . '' � ,•' ��'�� ZZ _ -- -- - %;: 4. TO CONVERT SEDIMENT BASIN TO FINAL J00/ j r CONFIGURATION, REMOVE RISER STRUCTURE AND BASE - �5' AND CONSTRUCT HEAD WALL W ORIFICE PLATE AS o�`pf » ' -f' '' ,,' `� INDICATED ON SHEET. 5. NO OFFSITE LAND DISTURBING ACTIVITIES ARE LIAkITS o , , / PLANNED. ANY OFFSITE LAND DISTURBANCE ACTIVITIES . 't0 C I !ON j WILL REQUIRE A SEPARATE LAND DISTURBANCE PERMIT TP r ro r ' BY THE CONTRACTOR. 3{ /fesIRS - 6': om lz: €iod set ✓l; _ �� 9' T r y a .' - /" �lev.-T76.92 �`-CLASS I RIPRAP r j r BAFFLE% '__ — In10 e R' APr - ;C ° -�'` �'` O 1�N� ume n� 99 CRITICAL EROSION AREf�._ NI{T 10F CONTRACTOR SHALL KEEL' ALL �--t CONSTRUCTION EQUIPMENT A MINIMUM \ \ \ \\ \ \ \\ \ \ \ viS TIgN r OF 23' FROM THE CREEK EXCEPT AS \ \ \ \ OP NECESSARY TO INSTALL STORMWAT R \ C- E It � i`y p»�r �'/ � lu T ,�• -' �'' -.�--- SF I /` MANAGEMENT STRUCTURES. DD IP r IP -- C=483.9 \ \ \ CIP TC=6 3 e / C=4.7$ r,TC=48 I , l J ! / ! — % f / GRAPHIC SCALE 30 0 15 30 60 ® I C=4$�7�4' / CRITICAL EROSION AREA. / ✓ i/ t/ �` ,% MINIMIZE SEDIMENT TRANSPORT 411, / r' ONTO PUBLIC ROADS. ( IN FEET ) 1. inch = 30 ft. "I r Inv. =485.9 nv. =486.8 \ \ WATER QUANTIT 760 LF. 8" DUCTILE IRON PIPE 40 LF. 6" DUCTILE IRON PIPE 75 LF. 3" DUCTILE IRON PIPE 6) 8" 45' BEND 1) 8 "x 8" TEE 1) 8" 90' BEND 2) 8" x 6" REDUCER 1) 8" GATE VALVE dl; VALVE BOX 1) 6 "4" TEE 3) 6" GATE VALVE AND VALVE BOX 2) FIRE HYDRANT ASSY. 2) 3" 90' BEND 1) 1 1/2 WATER METER ASSY. 1) 6" DOUBLE DETECTOR CHECK ksSy. SEWER QUANTITIES 291 LF. 8" D.I. SANITARY SEWER 161 LF. 8" PVC SANITARY SEWER 116 LF. 6" D.I. SANITARY SEWER 28 LF 4" D.I. SANITARY SEWER. 2) STANDARD SANITARY MANHOLE Pinched Pipe Found 959, • • ;` s• TBM 3: Nail set In 36 Sycamore lev.= 490.56' F A 196.9816' B. \ 42.0646 41. * ` \ \ ` RF 49 0. \\ 35.9348' / \\ ` te 1.4' 9y 63.x 1804'/ i 1 124.7924` FOUNDATION IR DRAIN x CONTRACTOR SHALL COORDINATE WITH 1— DUCER\TELEPHONE COMPANY TO INSTALL NEW 1 — " E PEDESTAL AND MAIN TO ROUTE 20. 1:6 -,7E DETECTOR CI CK.. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY TO INSTALL NEW TRANSFORMER 1 -6" GATE VALVE AND MAIN TO ROUTE 20. 1 —FH AVY. 1 -1)" WATER DIETER ASS'Y. W /4'x5' VAULT 1— DIRECT TAP TO MAIN 1 —a" 45' E op e• / r ; SANITARY SEWER SCHEDULE BUILDING INV.OUT- 498.50 BLDG. TO WYE 27.13 L.F. 4" PVC SANITARY SEWER O 10.60X SLOPE 6 "x4" REDUCER 88.76 L.F. 6" PVC SANITARY SEWER 010.6071 SLOPE SAN. SEW. MANHOLE RIM - 498.20 INV(OUT) - 487.00 TO @ 286.2 LF. 8" D.I. SANITARY SEWER 01.4 X SLOPE OSAN. SEW. MANHOLE RIM - 493.80 INV(IN) - 482.76 INV(OUT) - 482.56 TO AO 156.9 LF. 8" D.I. SANITARY SEWER 02.89X SLOPE OSAN. SEW. MANHOLE (BY OTHERS) RIM - 486.80 INV(IN) - 478.02 S GRAPHIC SCALE IN FM) 1 inch - 90 it~ I 1 1 1 1 I 1 1 1 I i PROPOSED BMP MAINTENANCE EASEMENT (20'WIDE) i r r / r r r r 6.73' ` r r s / Inv. =472.7 00 / GLAVE & HOLMES ARCHITECTURE b DESIGN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandhotmes.com PROJECT TITLE KAPPA SIGMA FRATERNITY INTERNATIONAL HEADQUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Ft Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Engineered Systems, P.C. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 0520 F 804 594 0521 SEAL F GUMN W. CUS1Z8 7 Ltc. No. 8038 ti IaNAL PROJECT NUMBER R03456 -09 DATE JANUARY 11 12007 DRAWN BY: LAL CHECKED BY: DJR REVISIONS NO. DATE DESCRIPTION 1 11 -May-07 Revised per County Review 2 03July -07 Revised per County Review 3 21 Aug-07 Revised per County Review 4 10-Sept.-07 Revised per County Review SHEET TITLE SITE UTILITY PLAN SHEET NUMBER L --RF Jill LEGEND REGULAR DUTY ASPHALT HEAVY DUTY ASPHALT CONCRETE SIDEWALK GRAVEL PATHWAY GRAVELPAVE2 WALKWAY CG -7 4" WH I TE STRIPE (TYP.) REGULAR DUTY ASPHALT (TYP.) HEAVY DUTY ASPHALT (TYP.) <Mim 1 CG -7 CURB GUTTER (TYP.) 4- WH I TE STRIPE (TYP.) CG -3 CURB (TYP.) ARW DUMPSTER ENCLOSURE LOADING SPACE 4" WH I TE STRIPE---/ 15'W X 26L (25'X12' MIN. REQD.) CG -7 (MODIFIED) CURB & GUTTER CONCRETE DUCTSANK CG -7 CURB & GUTTER (TYP.) I m--- - - I Nail set Sycamore 90.56' 1�12" WHITE STOP Ri- P SIGN OR EXISTING SIGHT DISTANCE AT ENTRANCE: CRETE FLUME 800' TO THE WEST 1200'+ TO THE EAST A �1 U U 10LISITj a SIM I PROPOSED BMP MAINTENANCE EASEMENT (20'WIDE) S87' �7"E 88,72' 33.1 \ \4- N87*53'57"W 93.46' � v N87'5 3'57"W / r^� 13.05' GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. lnv.=472,7 O X 468.0 Inv.=4N7� r DRAINAGE SUMMARY TABLE STRUCTURE NUMBER DESCRIPTIONI LENGTH FT.) RIM ELEVATION INVERT IN INVERT OUT SLOPE 1 VDOT DI -7 N/A 530.00 N/A 520.50 N/A 1 - 2 15" RCP CLASS III 152.8'N/A 520.50 511.00 0.0623 2 VDOT DI -3B L =10'518.00 511.00 510.9C N/A 2 -3 15" RCP CLASS III 139.3'N/A 510.90 500.50 0.0749 3 VDOT DI -3B L =12'509.90 500.50 500.40 N/A 3 -14 15" RCP CLASS III 150.2'N/A 500.40 482.00 0.1234 4 15" NYOPLAST DRAIN BASIN N/A 518.00 N/A 515.50 N/A 4 - 4A 15" PERF. PIPE 34.9'N/A 515.50 515.15 0.01 4A 15" NYOPLAST DRAIN BASIN N/A 518.00 515.15 515.05 N/A 4A - 4B 15" PERF. PIPE 14.3'N/A 515.05 514.91 0.0098 46 15" NYOPLAST DRAIN BASIN N/A 518.00 514.91 514.81 N/A 4B - 4C 15" PERF. PIPE 21.6'N/A 514.81 514.59 0.0102 15" RCP CLASS III 15" NYOPLAST DRAIN BASIN N/A 518.00 514.59 514.49 N/A 4C - 5 15" PERF. PIPE 13.9'N/A 514.49 514.35 0.0100 fj 4 \ \ 4 1 \ \ \ Si \ 506 \ \ \ \ \ 1 \\ \ \ X 507A e" \1 °• \ 5oe.9>, / \ sY I I I I I \ \ \ r \ \ 52 0 \ \ 0• \ 1 .598 1 \ I I I to ti s \ \ \ 51 0.5 \ \ \ \ 2 \ 49 \ 63.07 I \\ \ \ 1 9. sII 93 \ 2 " . 14' \ SOIL \ . 1 \ \ 1 40.4 1 \ \ \ J / i I 1 487.8 \ 5 4 /Sr / >\ ) 14 \ \ \I 487. I 2 X 4, \ / 1 1 I I 10 / 1 TREE o , \ \ I \ x 4t°D\ \\ \ \ \ x366 x r- - / / \ \ 4 ' , \ / I I I' - \\ / \ \ x ` x469.8 4 \ 1 \ \ RB 537.9 / / / / , 7.0 ^ \ 1 4' \ \ 1 1 11 40x9 8 X 488.7 TCS2 r / 2 19t/ R8\ \ 1 \ \ 1 1 1 " '' i // 1 I / I '401.y230• / x13.4 ,( ' / V I .5 /521 .14 O.aO / / / ' 1 124.79 / 40 5 u / \ \ \ \ I / X 470 5 X 488.4 26 1 z \ 1 \ \ \ \ I ` / ' 1 /y / / • 1 17 / " CD / .' mix / 1 // / I V 3 x 4°esII l /X07 3 / / 1 a I / 24 ' WL \ + / / 469.0 53aa // // 9• ss26 / / // / / // / " I 1 I/ + / / c49s / I / o .\ \ \ \ \ l , // 514.40 a / / 6 ' N S21. / / .. - f- ' I 4 d / 49V4 X400.4 \ x / 1pX506.4 I ,l \ \ X 488.479 .9 X 470.8 /4. / 6 / \ 9 0 - / / I / / I 1 / / 49 •5+ / / J / \\ \ 791 \ y / / 02 512. / / / /SC 4 .7 X 44F4 / / \ \ t \ / i 8" 4 10" SP / / / X _ 314 5 1 ! r , / X,',04. j / / / / / 49 491.70 9.96 / ' / / \ \ \ TC 16. SC 12. 8" CD / / / / / / % x489.98 / / 487.0/ \\ \ \ \x 469.f 8 " / / / / / + / / / 11 \ \ \\ \ / r rX 470. 539.1 / / 1TRP / / / / / / // 'y o r fat /' loll / ' / I I I '`i7 / / / SP 9 " 1 / t2" 9 9" DBL T / 12.45CC / / 409.1 Yl i i 5 15" 6.7 r r I r x468 67 \ / - - _ i 489.1 , i s• , / - _ - - 5, 2 2',, Tc- SOS o / / /' ' ' / ` 4rI.s 489.42 / ' j / 1 1 1 i 4 h I ' (' r I r X489.5 1eor - t3.30 / / / / / X a rr I It 1 487. +69.4/ / / T ! ' S - , 131X512. 4 / / 7.3 / / 3.1 ?\ I rI / / 10 282" r / I / _ 31.3 / / / // / / / g , / / ( I c 5t o. / / / / / 467.0 / / / / J 7 1 1 \ rum l 0 / / i / / X 469.1 t2 • / / / 7 • I / _ / / / +--, -11-1 , 482.8 -- /-- ' A- s Ge.\ \ I x / jar'410' l a x 540.2 f / / # 7- / / / \ \ 1 ' / / / / / i / i 15•x/ / x 474+4 5375 14 / 1 / / r r / X / 115 / / / x47y.>( / / / / /' ' \ , \\ t 4680 4 s1 - / l / / / / r / 14 / r SE ' / / / ° NX4i I' 53'57 - W / \ \ \ . 1 _ X 467.2I10114" / 9 / I = / T / / \ ?s \ 1 v.- II 7 . 12 • I I I I / 5 / r / / // / / ' / _ \ \ \ ^ / % / / // / / / / // , / 7. / a / / / / / / / \ \ j ° CD 36o * 0 . I I I • / I ,•1c6 1 9"CD 8 CD / 11 • / I I 1 I I 1 / / / / / / / / / / / / / / / \ •p6 g5 I 541.3 / / // I Co / DBL / J i 1 I 4A / / / ' / / + 15 / // / / / /o ° '\ ( \ \ s69 55i 12 \ 493 _ - , / / 3' / _ - use• `'i /i /21.00 . / / / i / 79.8 20 i 66.4II / 8• / / 1'S / / 6• 1 1 / C I , ! ! ( F \ - / / /' / / / 4 21 / ... _ \/ / j // '• / / I / / " / DIS AN; / / 1 / I 1 I , i ` k i . \ \ ' ' ' - - - / / ' / / / 3 + 1. ' sr 47039j/ / / / / / / / I 1 1 5 I 1 \. . l fi 3 \ / / / / / ^ 1 ^ / / . - 1` E - s \ o TBM 2 t l ` 1 ` i / t~ / / s W. 3e 9s e1 / / / ry J j' , ' ! j. 32 _ + / / , r ^ A . wr 477.8 ll 1 541.9 / / 12 / / / / 10" / / // / / / I I 8 / / + 3 . ` } / / / / / / „g / . h X / 0 6" / 11 / / / ; . ( } . , } .. } 1 / // / / ' +12• wA 9 // 6. eCI , 111 ll l , / /o / I / / 536.8 / / / / / / / .; ` / } } / ' / / // ' 47t.7 . 38II148481 / / \ / / / R 5 / ENTR CE TO BE n. I..J "'rl 6 °'/ / e• ° / / 9. / / / / 18.tb r' } / /, / h /, / / / /%, / \\ / /// x477.58 AND C / / / 1 / J // / /A RESEEDEDX5424V / / 8P / /. / / / / / 5 7.60 / / 1 f' i 2. / / / / I W I Q / /L / /// ` X +72dP y \ 477.59 6536.7 / E ° / / I / t ! / ` / / I / / 9 / / / X544. \ / 8 /I`tt• / r 1 ° X4532150.6 / l f -• 1 _ / + ` i 1 f/ y / \ \ // i i 31 X477.84 C 7p 1 / / / / / . / .Q if 87 I / / Al 9" I • / g +6 / / /' / ` - /43 X477.75 fie\ 1 g 514:60 'I44v f - ,' I , 1 RD * e f / 7 I 3 s• a , - - -g' 9' / 477.87i 9• x / / 1 r / 7.6M / / / /7. '• .' ` ' / " . ; / / / / / + / j , BC / l / / ' I i _ 70 _ 7 -483 / / r y/A , / / / . 03 - x478.y4 i ' x478.44III - / / / ./ , ,/; / 504! /1 HL8' DBL / / "\ 'R 478.4 .65 / I J I 1 I 1 • / 4 / / 7 ,r J , / / ' `' 1 / /X48X3 // / I / / j \ Inv. =472.7 / X478.96 / I I I 1 3 9 X479.69 / >,63. _ ,9 A / /' Tqf J 4es // f / l ) I I / / / / ' o X / Z 3 • / 1- / ' c 1 I / r / / fC 47j1 x4s PII1IIIII1j2 S2 .e ,, / / / / / TC= 2• / / / / / /I / / // / px481i4I1III151 / / / 485.1 / 480.3 ' / / S 3 / 4 1./ W 'I x482 g Future Pedestrian /Bicycle Path 47 2,62 X482 /' 6 ,, Eight foot wide, asphalt path to be I 'constructed up demand b y 48 482.9 I I 1 1 1 Po1 ` NCE Albemarle County. Path to be1111111 \\ r , I I 1 I I I 1 1 1 1 \ \\ \ T = 8 SIGNZ p15SA constructed within the Right of Way of 482. Rt. 20 and maintained by VDOT. 02 x 30 / 3484,96/ NOT IN CONTRACT 1 \ 11 1 11 \ \ \ \ T =03. e K 48 / r _ - _ a2. .06 NOTE: 4It X ANY FUTURE SITE LIGHTING MUST474.48 487.87 ' X . / / 7' 482.24 482.02 /ju 1 1 1"a 8 * ; l/ / / 64 CO WITH ITEM 2 OF SPECIAL IX 482.92 / USE PERMIT REQUIREMENTS. 1 1 )/ J g" s 4 1 1 I 485.7349a.27 DEPTH 3 ' r ) \ \\ \\ \ \ ( I x 1 - / / / J f \ \ (( l TC= .5 / 5(483.8 j GRAPHIC SCALE 1 I ! I ! ! 7 30 0 15 30 60 120 V. / / DITCH TYPICAL SECTION TBMI- : I ' 2 / z 12 / / 00• ' DITCH MIN. SLOPE Qs Q,o V: V,o D +o N / / / c485.sCW447• ( IN FEET ) ENTERING DEPTH (ft /ft) (Cfs) (Cfs) (fps) (fps) /' 7.54 / / 1 inch = 3o it. 8 12" 0.013 2.30 3.10 2.10 2.27 8.10" .035 Ogg t / x486 J e / 12 12" 0.039 1.20 1.60 2.69 2.90 5.14" .035 487.79x POND 12" 0.014 3.90 3.70 2.43 2.47 8.71 " .035 v,00 486.80 DRAINAGE SUMMARY TABLE DESCRIPTION LENGTH FT.) STRUCTURE NUMBER DESCRIPTION LENGTH FT.) RIM ELEVATION INVERT IN INVERT OUT SLOPE 5 15" NYOPLAST DRAIN BASIN N / A 518.00 514.35 514.25 N A 5 -6 15" RCP CLASS III 49.1'N/A 514.25 506.36 0.1608 6 VDOT DI -1 N/A 517.60 506.36 502.48 N/A 6 -7 15" RCP CLASS III 38.4'N/A 502.48 502.10 0.0099 7 VDOT MH -2 N/A 506.80 502.10 502.00 N/A 7 -9A 15" RCP CLASS III 42.8 N/A 502.00 501.58 0.0098 8 VDOT DI -7 N/A 530.90 N/A 511.46 N/A 8 -9 15" RCP CLASS III 28.6'N/A 511.46 507.40 0.1421 9 VDOT MH -2 N/A 522.40 507.40 503.90 N/A 9 -9A 15" RCP CLASS III 56.6'N/A 503.90 502.46 0.0254 9A VDOT DI -3B L =8'508.55 502.46 501.58 498.96 N/A 9A -10 15" RCP CLASS III 87.4'N/A 498.96 495.51 0.0395 10 VDOT DI -3B L =8'503.95 495.51 495.41 N/A 10 -11 15" RCP CLASS III 124'N/A 495.41 492.93 0.0200 fj 4 \ \ 4 1 \ \ \ Si \ 506 \ \ \ \ \ 1 \\ \ \ X 507A e" \1 °• \ 5oe.9>, / \ sY I I I I I \ \ \ r \ \ 52 0 \ \ 0• \ 1 .598 1 \ I I I to ti s \ \ \ 51 0.5 \ \ \ \ 2 \ 49 \ 63.07 I \\ \ \ 1 9. sII 93 \ 2 " . 14' \ SOIL \ . 1 \ \ 1 40.4 1 \ \ \ J / i I 1 487.8 \ 5 4 /Sr / >\ ) 14 \ \ \I 487. I 2 X 4, \ / 1 1 I I 10 / 1 TREE o , \ \ I \ x 4t°D\ \\ \ \ \ x366 x r- - / / \ \ 4 ' , \ / I I I' - \\ / \ \ x ` x469.8 4 \ 1 \ \ RB 537.9 / / / / , 7.0 ^ \ 1 4' \ \ 1 1 11 40x9 8 X 488.7 TCS2 r / 2 19t/ R8\ \ 1 \ \ 1 1 1 " '' i // 1 I / I '401.y230• / x13.4 ,( ' / V I .5 /521 .14 O.aO / / / ' 1 124.79 / 40 5 u / \ \ \ \ I / X 470 5 X 488.4 26 1 z \ 1 \ \ \ \ I ` / ' 1 /y / / • 1 17 / " CD / .' mix / 1 // / I V 3 x 4°esII l /X07 3 / / 1 a I / 24 ' WL \ + / / 469.0 53aa // // 9• ss26 / / // / / // / " I 1 I/ + / / c49s / I / o .\ \ \ \ \ l , // 514.40 a / / 6 ' N S21. / / .. - f- ' I 4 d / 49V4 X400.4 \ x / 1pX506.4 I ,l \ \ X 488.479 .9 X 470.8 /4. / 6 / \ 9 0 - / / I / / I 1 / / 49 •5+ / / J / \\ \ 791 \ y / / 02 512. / / / /SC 4 .7 X 44F4 / / \ \ t \ / i 8" 4 10" SP / / / X _ 314 5 1 ! r , / X,',04. j / / / / / 49 491.70 9.96 / ' / / \ \ \ TC 16. SC 12. 8" CD / / / / / / % x489.98 / / 487.0/ \\ \ \ \x 469.f 8 " / / / / / + / / / 11 \ \ \\ \ / r rX 470. 539.1 / / 1TRP / / / / / / // 'y o r fat /' loll / ' / I I I '`i7 / / / SP 9 " 1 / t2" 9 9" DBL T / 12.45CC / / 409.1 Yl i i 5 15" 6.7 r r I r x468 67 \ / - - _ i 489.1 , i s• , / - _ - - 5, 2 2',, Tc- SOS o / / /' ' ' / ` 4rI.s 489.42 / ' j / 1 1 1 i 4 h I ' (' r I r X489.5 1eor - t3.30 / / / / / X a rr I It 1 487. +69.4/ / / T ! ' S - , 131X512. 4 / / 7.3 / / 3.1 ?\ I rI / / 10 282" r / I / _ 31.3 / / / // / / / g , / / ( I c 5t o. / / / / / 467.0 / / / / J 7 1 1 \ rum l 0 / / i / / X 469.1 t2 • / / / 7 • I / _ / / / +--, -11-1 , 482.8 -- /-- ' A- s Ge.\ \ I x / jar'410' l a x 540.2 f / / # 7- / / / \ \ 1 ' / / / / / i / i 15•x/ / x 474+4 5375 14 / 1 / / r r / X / 115 / / / x47y.>( / / / / /' ' \ , \\ t 4680 4 s1 - / l / / / / r / 14 / r SE ' / / / ° NX4i I' 53'57 - W / \ \ \ . 1 _ X 467.2I10114" / 9 / I = / T / / \ ?s \ 1 v.- II 7 . 12 • I I I I / 5 / r / / // / / ' / _ \ \ \ ^ / % / / // / / / / // , / 7. / a / / / / / / / \ \ j ° CD 36o * 0 . I I I • / I ,•1c6 1 9"CD 8 CD / 11 • / I I 1 I I 1 / / / / / / / / / / / / / / / \ •p6 g5 I 541.3 / / // I Co / DBL / J i 1 I 4A / / / ' / / + 15 / // / / / /o ° '\ ( \ \ s69 55i 12 \ 493 _ - , / / 3' / _ - use• `'i /i /21.00 . / / / i / 79.8 20 i 66.4II / 8• / / 1'S / / 6• 1 1 / C I , ! ! ( F \ - / / /' / / / 4 21 / ... _ \/ / j // '• / / I / / " / DIS AN; / / 1 / I 1 I , i ` k i . \ \ ' ' ' - - - / / ' / / / 3 + 1. ' sr 47039j/ / / / / / / / I 1 1 5 I 1 \. . l fi 3 \ / / / / / ^ 1 ^ / / . - 1` E - s \ o TBM 2 t l ` 1 ` i / t~ / / s W. 3e 9s e1 / / / ry J j' , ' ! j. 32 _ + / / , r ^ A . wr 477.8 ll 1 541.9 / / 12 / / / / 10" / / // / / / I I 8 / / + 3 . ` } / / / / / / „g / . h X / 0 6" / 11 / / / ; . ( } . , } .. } 1 / // / / ' +12• wA 9 // 6. eCI , 111 ll l , / /o / I / / 536.8 / / / / / / / .; ` / } } / ' / / // ' 47t.7 . 38II148481 / / \ / / / R 5 / ENTR CE TO BE n. I..J "'rl 6 °'/ / e• ° / / 9. / / / / 18.tb r' } / /, / h /, / / / /%, / \\ / /// x477.58 AND C / / / 1 / J // / /A RESEEDEDX5424V / / 8P / /. / / / / / 5 7.60 / / 1 f' i 2. / / / / I W I Q / /L / /// ` X +72dP y \ 477.59 6536.7 / E ° / / I / t ! / ` / / I / / 9 / / / X544. \ / 8 /I`tt• / r 1 ° X4532150.6 / l f -• 1 _ / + ` i 1 f/ y / \ \ // i i 31 X477.84 C 7p 1 / / / / / . / .Q if 87 I / / Al 9" I • / g +6 / / /' / ` - /43 X477.75 fie\ 1 g 514:60 'I44v f - ,' I , 1 RD * e f / 7 I 3 s• a , - - -g' 9' / 477.87i 9• x / / 1 r / 7.6M / / / /7. '• .' ` ' / " . ; / / / / / + / j , BC / l / / ' I i _ 70 _ 7 -483 / / r y/A , / / / . 03 - x478.y4 i ' x478.44III - / / / ./ , ,/; / 504! /1 HL8' DBL / / "\ 'R 478.4 .65 / I J I 1 I 1 • / 4 / / 7 ,r J , / / ' `' 1 / /X48X3 // / I / / j \ Inv. =472.7 / X478.96 / I I I 1 3 9 X479.69 / >,63. _ ,9 A / /' Tqf J 4es // f / l ) I I / / / / ' o X / Z 3 • / 1- / ' c 1 I / r / / fC 47j1 x4s PII1IIIII1j2 S2 .e ,, / / / / / TC= 2• / / / / / /I / / // / px481i4I1III151 / / / 485.1 / 480.3 ' / / S 3 / 4 1./ W 'I x482 g Future Pedestrian /Bicycle Path 47 2,62 X482 /' 6 ,, Eight foot wide, asphalt path to be I 'constructed up demand b y 48 482.9 I I 1 1 1 Po1 ` NCE Albemarle County. Path to be1111111 \\ r , I I 1 I I I 1 1 1 1 \ \\ \ T = 8 SIGNZ p15SA constructed within the Right of Way of 482. Rt. 20 and maintained by VDOT. 02 x 30 / 3484,96/ NOT IN CONTRACT 1 \ 11 1 11 \ \ \ \ T =03. e K 48 / r _ - _ a2. .06 NOTE: 4It X ANY FUTURE SITE LIGHTING MUST474.48 487.87 ' X . / / 7' 482.24 482.02 /ju 1 1 1"a 8 * ; l/ / / 64 CO WITH ITEM 2 OF SPECIAL IX 482.92 / USE PERMIT REQUIREMENTS. 1 1 )/ J g" s 4 1 1 I 485.7349a.27 DEPTH 3 ' r ) \ \\ \\ \ \ ( I x 1 - / / / J f \ \ (( l TC= .5 / 5(483.8 j GRAPHIC SCALE 1 I ! I ! ! 7 30 0 15 30 60 120 V. / / DITCH TYPICAL SECTION TBMI- : I ' 2 / z 12 / / 00• ' DITCH MIN. SLOPE Qs Q,o V: V,o D +o N / / / c485.s CW447• ( IN FEET ) ENTERING DEPTH (ft /ft) (Cfs) (Cfs) (fps) (fps) /' 7.54 / / 1 inch = 3o it. 8 12" 0.013 2.30 3.10 2.10 2.27 8.10" .035 Ogg t / x486 J e / 12 12" 0.039 1.20 1.60 2.69 2.90 5.14" .035 487.79x POND 12" 0.014 3.90 3.70 2.43 2.47 8.71 " .035 v,00 486.80 GLAVE HOLMES ARCHITEC TURF , DESIGN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE KAPPA SIGH FRATERNITY INTERNATIONAL HEADQUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Engineered Systems, P.C. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 0520 F 804 594 0521 SEAL 0 G 11. CU8178 Uc. No. 809 TONAL PROJECT NUMBER R03456 -09 DATE JANUARY 11 12007 DRAWN BY: SEK CHECKED BY: LJK REVISIONS NO. DATE DESCRIPTION 1 11 -May-07 Revised per County Review 2 03- July -07 Revised per County Review 3 21 Aug-0 7 Revised per County Review 4 10-Sept.-07 Revised per County Review SHEET TITLE GRADING AND DRAINAGE PLAN SHEET NUMBER L DRAINAGE SUMMARY TABLE STRUCTURE NUMBER DESCRIPTION LENGTH FT.) RIM ELEVATION INVERT IN INVERT OUT SLOPE 11 VDOT DI -36 L =8'501.16 492.93 492.83 N/A 11 -13 15" RCP CLASS III 72'N/A 492.83 491.24 0.0221 12 VDOT DI -1 N/A 503.00 N/A 495.00 N/A 12 -13 15" RCP CLASS III 92.0'N/A 495.00 491.24 0.0409 13 VDOT DI -38 L =12'501.16 491.24 (2)491.14 N/A 13 -14 15" RCP CLASS III 190'N/A 491.14 480.00 0.0586 14 VDOT MH -2 N/A 487.00 482.00 480.00 479.90 N/A 14 -15 15" RCP CLASS III 35.6'N/A 479.90 475.00 0.1377 16 VDOT DI-3B L =12'487.50 N/A 484.28 N/A 16 -17 15" RCP CLASS III 31.9'N/A 484.28 483.96 0.01 17 VDOT DI -3B L =12'487.33 483.96 483.86 N/A 17 -19 15" RCP CLASS III 66.0'N/A 483.86 483.35 0.0077 18 -17 15" RCP CLASS V 64.2'N/A 484.40 483.96 0.0069 20 -21 24" RCP CLASS III 46.8'N/A 476.00 474.50 0.0321 GLAVE HOLMES ARCHITEC TURF , DESIGN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE KAPPA SIGH FRATERNITY INTERNATIONAL HEADQUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Engineered Systems, P.C. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 0520 F 804 594 0521 SEAL 0 G 11. CU8178 Uc. No. 809 TONAL PROJECT NUMBER R03456 -09 DATE JANUARY 11 12007 DRAWN BY: SEK CHECKED BY: LJK REVISIONS NO. DATE DESCRIPTION 1 11 -May-07 Revised per County Review 2 03- July -07 Revised per County Review 3 21Aug-0 7 Revised per County Review 4 10-Sept.-07 Revised per County Review SHEET TITLE GRADING AND DRAINAGE PLAN SHEET NUMBER L r 530 520 510 44141 490 480 DATUM! ELEV 475.0 10+00 11+00 12+00 STORM SEWER 1-1 6861 500 490 480 DATUM ELEV 470.0 13+00 STA 10+65 MEAN ELEV 487.9 R E WE V4 M.— W, 4A ZVZVA 04 ; Ood 01 VZO XA I V, 014 PA V, 1A 0;t—AWV,0Wfrjr VAOVj;! 01 15" PER VA01V0A FAM&A AM U 4d-5 0PE 0 1.00% SLOPE 1! =ZZAIMMMO &A MZZ0 NOW PA M Joa II WZZZZA OA rWO lAd I'#A.10 11 I I x 4JJAOV Nor III II • , II II 11 111111 W 1 IV, MR1111 0 Pill 01011010. 1W K A Vii.. ..__ 11K 11ft ice MOVE' ice M 0M as M V z 1 o O go, II f / ii QJ M iiiiiiiii ` W 114 OZZZMA OA FOMMMMM K money- W44F alp I Me 2mum Ir q III 74OW 4f To74 F77 #77777 11 pq DF '0`4 10+00 11+00 12+00 STORM SEWER 1-1 6861 500 490 480 DATUM ELEV 470.0 13+00 10+00 L 11+00 12+00 STORM SEWER 12-15 13+00 530 520 510 DATUM ELEV 500.0 14+00 530 520 510 500 490 DATUM ELEV 485.0 STA 10+65 ELEV 487.9 R E WE V4 W, 4A ZVZVA 04 ; Ood 01 VZOXA I V, 014 PA V, 1A 0;t—AWV,0Wf rjr VAOVj;! 01 15" PER VA01V0A FAM&A AM U 4d-5 0PE 0 1.00% SLOPE 1! =ZZAIMMMO &A MZZ0 NOW PA Joa II WZZZZAOA rWOlAd I'#A.10 11 I I x 4JJAOV a-i4-i III 0000,P.Vj V z 1 o O go, II f / ii QJ iiiiiiii i ` W 114 OZZZMAOA F OMMMMMK money- iii /1r W44Falp I Me 2 mumIrq 74OW 4f To74 F77 #77777 F4OAPd pq DF '0`4 of 10+00 L 11+00 12+00 STORM SEWER 12-15 13+00 530 520 510 DATUM ELEV 500.0 14+00 530 520 510 500 490 DATUM ELEV 485.0 10+00 11+00 12+00 STORM SEWER 8-13. STA 10+65 ELEV 487.9 R E WE V4 W, 4A ZVZVA 04 ; Ood 01 VZO XA I V, 014 PA V, 1A 0;t—AWV,0Wfrjr VAOVj;! 01 15" PER VA01V0A FAM&A AM U 4d-5 0PE 0 1.00% SLOPE Joa I I x a-i4-i III II f / ii QJ iiiiiiiii ` shim money- iii /1r To74 F77 #77777 ONOw 117 111IMP I=EAMON FIIINI WS F MMMO0 0X OA MMMMO0Z401 W /Z POZZZ0110 MOP PI;RVZZMAOMMIZZZAM F0110 11 7 1 a MZZMA VZO 0 WMAMMAZZAA04 idO 9,'1 i WAMMMMM0 VA104NOZ0led01K401 " 0 WMAJ VA0V004AIOA I I i1 VA026A VA I I IC 1 V1001FAA"8 IMP 10+00 11+00 12+00 STORM SEWER 8-13. 10+00 11+00 STORM SEWER 4-9A 12+00 510 UT11 DATUM! ELEV 13+00 PM STA = 11+50 P\A ELEV = 500.0 A.D. = -12.02 K = 8.32 100.0' VC STA 10+65 ELEV 487.9 WE V4 W, 4A ZVZVA 04 ; Ood 01 VZOXA I V, 014 PA V, 1A 0;t—AWV,0Wf rjr VAOVj;! 01 15" PER VA01V0A FAM&A AM U 4d-5 0PE 0 1.00% SLOPE Joa I I x a-i4-i III f / ii i/////// '/iiiiiiii i ` shim money- iii /1r 10+00 11+00 STORM SEWER 4-9A 12+00 510 UT11 DATUM! ELEV 13+00 PM STA = 11+50 P\A ELEV = 500.0 A.D. = -12.02 K = 8.32 100.0' VC 10+00 11+00 12+00 HORIZONTAL GRAPHIC SCALE fAfflif] 30 0 Is 30 so 120 t I IN FEET ) I inch - 30 & VERTICAL GRAPHIC SCALE 5 0 3 5 10 20 IN MET ) I inch - 5 ft. GLAVE &G HOLMES A S S 0 C I A T L S ARCHITECTURE ,t DESIGN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE KAPPA SIGMA FRATERNITY INTERNATIONAL H Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Engineered Systems, P.C. 11512 Atlecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 0520 F 804 594 0521 SEAL OF GLENN W. CUSTO 0.4 97 OUL PROJECT NUMBER R03456-09 DATE JANUARY 11 12007 DRAWN BY: SEK CHECKED BY: LJK REVISIONS NO. DATE DESCRIPTION 1 11•May-07 Revised per County Review 2 03- July -07 Revised per County Review 3 21 -Aug 07 Revised per County Review 4 10&pt.-07 Revised per County Review SHEET TITLE PROFILES O SHEET NUMBER STA 10+65 ELEV 487.9 WE V4 1A ICI f / ii i/////// '/iiiiiiiii `iii /1r To74 F77 #77777 10+00 11+00 12+00 HORIZONTAL GRAPHIC SCALE fAfflif] 30 0 Is 30 so 120 t I IN FEET ) I inch - 30 & VERTICAL GRAPHIC SCALE 5 0 3 5 10 20 IN MET ) I inch - 5 ft. GLAVE &G HOLMES A S S 0 C I A T L S ARCHITECTURE ,t DESIGN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE KAPPA SIGMA FRATERNITY INTERNATIONAL H Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Engineered Systems, P.C. 11512 Atlecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 0520 F 804 594 0521 SEAL OF GLENN W. CUSTO 0.4 97 OUL PROJECT NUMBER R03456-09 DATE JANUARY 11 12007 DRAWN BY: SEK CHECKED BY: LJK REVISIONS NO. DATE DESCRIPTION 1 11•May-07 Revised per County Review 2 03- July -07 Revised per County Review 3 21 -Aug 07 Revised per County Review 4 10&pt.-07 Revised per County Review SHEET TITLE PROFILES O SHEET NUMBER r 530 VAIJ 510 ME MIEN 48( DATUM ELE V 4750 510 500 490 M0 DATUM ELEV 470,0 L 10+00 11+00 12+00 STORM SEWER 1-14 13+00 4A Z_ 7 ELEV 500.0 A.D. ---------- V) 95 --------- < — ------------- -- 8.32 120 OM cn M PA STA 10+65 -4- In 00 'i -Z Z < -------- .try - ---- ----- z to cy r A.D. 10.18 0 0) K 4.91 (00 N b:i - - --------- ('0 co 0 0 ----------- ---- - - 0) ------- 60U�4v) V) nC4 0 r-, 00 CN C6 rn , 00110 0 CO C) U-) 00 ------- + -t- t0- z0- ------- U C4 r to 0 0 ------ ------ - --------- 0 - L Z to 11 Lr) 11 --- ----- ------- --- D UJI z _0 tto . . ...... .. < IL > > z t�7 LU ----------- 001,_ (n r, U C14 0 0) - - ------- - ------- + — - --- -------- (D -Z -:Z--- C,4 -0 > Z -------- --- (M V) (O Lcr . I == 0 r ILL --I J_ WI` --- ---- 0) ----------- -7 Z Z - ------ -----_----- L.F. 4C-' ------ 15 ------------ Ld LLJ C S1.OPE 13.9 ----------- V) PVC 15" PER @ 1.00% SLOPE VU n .0 - -- - - ------- ------ ---- ------ — ----- ------ 0 ----------- z------- 10 1.11 LLJ > ENMANCE ROAD PRORLE - --- - ---------- ------ - - ---- In tIn In 00 (14 L. F. 00 M N_ C6 0) ------- - - 4- .14- ------ --- ------- - -4- In to OPE FIL W —SE, A- -0- R --LE CP E ---- - - ------ Lk tun d ------ ------ ------- - -__ ------- In to to In to T7 11 0 ---------- 0 C14 0 0 0 (7) L6 F, Z, z 0 C-� 0 Lq U-) + < ()o 09 + 'I[ - - - - -------- 14 141 Uj ------- 00 11 ZO ------ N 00 ,.�L 11 zz 6 4� f8 6 ---------- --------------- ------ z C, 0 @ 14.21% 92.o - ------ ---- -- - ------ - ------ 0) to a A M FILL ------ < V t41) 0 75" — --------- 0 0 dy 0 - 00 - -------- - - - --------- - ------ ------- ------ - -------- - 00 Uj RCP ----- -------- ------------ 7 9,4 -q- 0 -----_---- --- --- W -00-1-- - �! "t ry F_ -CE-, CONCRETE - ------ Lr_ U-1 Uj - ----------- - ----- - - --------- z z S1 nn, - ------- - ------ - ---------- V) . . . . . . . . . . 7 -------- -- .... .... . ... -- --------- 487.76 SMIRM SEWR PRORLE 0) Lq `� Lq to N C14 N - ------------------- - - ----- - ------- ---- ----- 00 0; 00 ai 00 ------------ to to Ln - ------ 00 35.6 L. UJI @ 13.77% LOPE1_.. - --------- 15"RCI) SrORM SENER PROFXE - - - -------- 10400 n to Lr) 00 6 0 00 Od 00 00 fc kw -V-& PR ORL E 00 Lr) 00-4- I0 C3 0 (6 (6 to L0 In I 10+00 11+00 12+00 STORM SEWER 1-14 13+00 10+00 11+00 12+00 STORM SEWER 12-15 13+00 530 520 510 DATUM ELE V 500.0 14+00 530 520 510 500 490 DATUM ELE V 485.0 4A Z_ 7 ELEV 500.0 A.D. ---------- V) 95 --------- < V) ?6 K = 8.32 120 OM cn M PA STA 10+65 -4- In 00 'i -Z Z < -------- .try - ---- ----- z to cy r A.D. 10.18 0 0) K 4.91 (00 N b:i - - --------- ('0 co 0 0 ----------- ---- - - 0) ------- 60U�4v) V) nC4 0 r-, 00 CN C6 rn , 00110 0 CO C) U-) 00 ------- + -t- t0- (0 C) 4- U C4 r to 0 0 ------ ------ ;� LI) �L 0 z 00 0 - L Z to 11 Lr) 11 --- ----- ------- --- D UJI z _0 tto . . ...... .. < IL > > z t�7 LU ----------- 001,_ (n r, v) C14 0 0) + — (7)(�) (D -Z -:Z--- C,4 -0 > Z -------- --- (M V) (O Lcr . I == 0 r ILL --I J_ WI` --- ---- 0) ----------- -7 Z Z - ------ ------------------- L.F. 4C-' ------ 15 ------------ Ld LLJ 9A-�-1-----.-�l,---,�----�-----l'—'�'--L�.---,-.---,-�-1--l�.--,�--�11-----�-------------.--,.--,---..-,�-Il.-------..�-��--�--�---�-,----,-,-."-�---��11--�--�-.--,---,--�----�-11--,-.,-�-�.--�-----�,--�"-.-,�-.---".�.-� S1.OPE 13.9 ----------- V) PVC 15" PER @ 1.00% SLOPE VU n .0 - -- - - ------- ------ ---- ------ — ----- ------ Lr) U') ----------- z------- 10 ENMANCE ROAD PRORLE - --- - ---------- ------ - - ---- In tIn In 00 L. F. 00 M N_ C6 0) ------- - - 4- .14- ------ --- ------- - -4- In to OPE W —SE, A- -0- R --LE CP E LOPf- Lk tun d + (�d, 0 ------ ------- - -__ ------- In to to In to T7 11 0 ---------- 0 C14 0 0 0 (7) L6 F, Z, z C-� 0 Lq U-) + < ()o 09 + 'I[ 14 141 00 11 ZO ------ N 00 ,.�L 11 zz 6 .0 f8 6 ---------- PO ------ z C, z @ 14.21% 92.o ---- -- - ------ 0) Ury a A < V 75" — --------- 0 — ------------- 00 14t - - --------- RCP 7 9,4 -----_---- --- --- Ll - CONCRETE SADDLE— - ---------- --------- S1 nn, Lam - ------ --------- - ---------- V) . . . . . . . . . . ---- - 487.76 SMIRM SEWR PRORLE 0) Lq `� Lq to N C14 N 00 0 C14 0 to 0) 00 0; 00 ai 00 Lon, to to Ln 00 35.6 L. @ 13.77% LOPE1_.. 15"RCI) SrORM SENER PROFXE - - - -------- 10400 n to Lr) 6 0 00 Od 00 00 00 00 Lr) 10+00 11+00 12+00 STORM SEWER 12-15 13+00 530 520 510 DATUM ELE V 500.0 14+00 530 520 510 500 490 DATUM ELE V 485.0 10+00 11+00 12+00 STORM SEWER 8-13 4A Z_ 7 ELEV 500.0 A.D. ---------- V) 95 --------- < V) ?6 K = 8.32 120 OM cn M PA STA 10+65 -4- In 00 'i -Z Z < -------- .try Li z to cy r A.D. 10.18 0 0) K 4.91 (00 N b:i - - --------- ('0 co ----------- ---- - - 0) ------- 60U�4v) V) nC4 0 r-, 00 CN C6 rn , r---< Lr) _j 0 CO C) U-) 00 + -t- t0- (0 C) 4- U C4 r to 0 0 ------ ------ ;� LI) �L 0 z 00 0 - L Z to 11 Lr) 11 --- ----- D 0 _0 tto . . ...... .. < IL > > z t�7 LU Ij z r, v) 0 0) (D -Z -:Z--- LJ R1ENC_H_ - -------- --- (M V) r ILL --I J_ WI` ----------- ------------------- L.F. 4C-' --------- ------------ Ld LLJ 9A-�-1-----.-�l,---,�----�-----l'—'�'--L�.---,-.---,-�-1--l�.--,�--�11-----�-------------.--,.--,---..-,�-Il.-------..�-��--�--�---�-,----,-,-."-�---��11--�--�-.--,---,--�----�-11--,-.,-�-�.--�-----�,--�"-.-,�-.---".�.-� S1.OPE 13.9 ----------- V) PVC 15" PER @ 1.00% SLOPE VU n .0 - -- - - ------- ------ --------- — ----- ------ ----------- �_ 10 ENMANCE ROAD PRORLE - --- - ---------- ------ - - ---- In tIn In 00 L. F. 00 M N_ C6 0) 4- .14- -4- -4- In to OPE W —SE, A- -0- R --LE CP E LOPf- Lk tun d + (�d, 0 ------ ------- - -__ ------- In to to In to T7 11 I � < 0 Z, z C-� 0 Lq U-) 00 11 ZO ------ 0 w f8 6 PO z C, @ 14.21% SLOPE ---- -- - ------ 0) Ury a A < V 0 ------- 00 14t - - --------- RCP 7 9,4 -----_---- --- --- Ll - S1 nn, Lam -'Rcp . . . . . . . . . . 487.76 SMIRM SEWR PRORLE Lq `� Lq to N C14 N 00 0 C14 0 to 0) 00 0; 00 ai 00 Lon, to to Ln 10+00 11+00 12+00 STORM SEWER 8-13 10+00 11+00 STORM SEWER 4-9A 12+00 510 500 9 DATUM ELE V 480.0 13+00 I 4A Z_ 7 ELEV 500.0 A.D. ---------- V) 95 --------- < V) ?6 K = 8.32 120 OM cn M PA STA 10+65 -4- In 'i -Z Z < Z .try Li z to cy r A.D. 10.18 K 4.91 (00 N b:i - - --------- ('0 co ----------- ---- - - 0) ------- 60U�4v) V) nC4 0 r-, 00 CN C6 rn , r---< Lr) _j -, _�� Lr) _j U-) 00 + -t- t0- + -4, it 0- 4- U C4 r to 0 0 0 ;Z: U) F�O ;� LI) �L 0 z L_.) I-_0 z 0 - L Z to 11 Lr) 11 --- ----- D 0 . . ...... .. < IL > > z t�7 LU Ij z r, v) 0 0) LJ R1ENC_H_ - -------- --- r ILL --I J_ WI` ------------------- L.F. 4C-' --------- ------------ Ld LLJ ------ ------- S1.OPE 13.9 V) PVC 15" PER @ 1.00% SLOPE VU 1 bo PER�. .0 - -- - - ------- ------- ------ ----------- 4.0 ENMANCE ROAD PRORLE - --- - ---------- " --------- In tIn In 00 L. F. 00 M N_ C6 0) 4- .14- -4- -4- In to OPE W —SE, A- -0- R --LE CP E LOPf- Lk tun d In to to In to 10+00 11+00 STORM SEWER 4-9A 12+00 510 500 9 DATUM ELE V 480.0 13+00 I STA 1 + 0 PVI ELEV 500.0 A.D. = -12.02 K = 8.32 1 00.0, VC 10+00 17+00 12+00 13+00 �0 10 i5 30 60 120 L IIN FEET 1 inch = 30 ft. VERTICAL GRAPHIC SCALE 5 10 3 5 10 210 ( IN FEET 1 inch = 5 G LAVE AHOLMEsi i A S S 0 C I A T E S ARCHITECTURE bt DESIGN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandhotmes.com PROJECT TITLE KAPPA - .1 I_ -I SIGMA FRATERNITY INTERNATIONAL HEADQUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Engineered Systems, P.C. I 1 512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 0520 F 804 594 0521 SEAL H GLENN W. CUSIni Lie. N . 039 O�(OIVA' PROJECT NUMBER R03456,09 DATE JANUARY 11 12007 DRAWN BY: SEK CHECKED BY: LjK REVISIONS NO, DATE DESCRIPTION I I I�May-07 Revised per County Review 2 03-july,07 Revised per County Review 3 21,Aug-07 Revised per County Review 4 10,Sept.-07 Revised per County Review SHEET TITLE PROFILES SHEET NUMBER 000 PA STA 10+65 PV ELEV 487.9 -- -------- -------- Li A.D. 10.18 K 4.91 b:i - - --------- ------ ----------- ---- - - -- ------- - -------- - - ---------- ------ CN U 0 . . ...... .. 0 0) LJ LLJ Ld LLJ V) U_ A ----------- 4.0 ENMANCE ROAD PRORLE - --- - ---------- --- ---- In tIn In 00 00 N_ 00 M N_ C6 0) 4- .14- -4- -4- In to 10+00 17+00 12+00 13+00 �0 10 i5 30 60 120 L IIN FEET 1 inch = 30 ft. VERTICAL GRAPHIC SCALE 5 10 3 5 10 210 ( IN FEET 1 inch = 5 G LAVE AHOLMEsi i A S S 0 C I A T E S ARCHITECTURE bt DESIGN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandhotmes.com PROJECT TITLE KAPPA - .1 I_ -I SIGMA FRATERNITY INTERNATIONAL HEADQUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Engineered Systems, P.C. I 1 512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 0520 F 804 594 0521 SEAL H GLENN W. CUSIni Lie. N . 039 O�(OIVA' PROJECT NUMBER R03456,09 DATE JANUARY 11 12007 DRAWN BY: SEK CHECKED BY: LjK REVISIONS NO, DATE DESCRIPTION I I I�May-07 Revised per County Review 2 03-july,07 Revised per County Review 3 21,Aug-07 Revised per County Review 4 10,Sept.-07 Revised per County Review SHEET TITLE PROFILES SHEET NUMBER 000 STONE CONSTRUCTION ENTRANCE SILT FENCE DROP INLET SIL T FL'11TCE C ATL VER T INL...� TIP I" �'ROTECTION ' �. CE 70' MIN, EXISTING CONSTRUCTION OF A SILT FENCE 01- C 0 CIP PAVEMENT (TSITHOUT WIRE SUPPORT) 2 X 4' WOOD FRAME DROP INLET ENDWALL 1, SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH WITH GRATE __j __Tj r I'l __jI I FEE RE-717E �F,17 71 UPSLOPE ALONG THE LINE OF fill STAKES. FILTER CLOTH 6" MIN. A MOUNTABLE BERM T FRAME (OPTIONAL) 6'MAX. L5' MAX. - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - L SIDE ELEVATION TOE OF FILL CULVERT - - - -- =/ • % / I /� /<1 EXISTING GROUND`�\ 1 11 3' MIN, 4_ 70' MIN. LL_ I GATHER 10' MIN, FLOW EXCESS 801 East Main Street, Suite 300 WASHRACK ERS Richmond, Virginia 23219 (OPTIONAL) A 4" T 804 649 9303 F 804 343 3378 10, MIN, 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT PERSPECTIVE VIEWS W www.glaveandholmes.com 12' M I N, EXISTING TO STAKES AND EXTEND THE EXCAVATED SOIL. -- ------ --- --------- r__0 ---- ------------------ PAVEMENT IT INTO THE TRENCH. STAKE L____ I ____j PROJECT TITLE 0 TOE OF FILL KAPPA SIGMA POSITIVE DRAINAGE 10' MIN, Z VDOT #1 FABRIC 0 FRATERNITY COURSE AGGREGATE TO SEDIMENT B TRAPPING DEVICE SILT FENCE 0 0 DISTANCE IS 6' MINIMUM IF FLOW INTERNATIONAL MUST EXTEND FULL WIDTH 1' MIN, IS TOWARD EMBANKMENT OF INGRESS AND EGRESS OPERATION PLAN VIEW HEADQUARTERS " "A LL L FLOW FLOW I i i RR Charlottesville, VA 12' MIN, ELEVATION OF STAKE AND A 3" MIN. SHEE(PER OWINSTALLAION FABRIC ORIENTATION DETAIL ASPECTIVE VIEW) O PTIONAL S TONE COMBINATION 3" MIN. FLOW FILTER CLOTH A r� P. I" � . A SPECIFIC APPLICATION 1.0, 1.5' CONSULTANTS B I SECTION A-A THIS METHOD OF' INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER CIVIL ENGINEER THAN 5%) WHERE' THE INLET SHEET OR OVERLAND FLOWS (NOT gQ EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT Draper Aden Associates APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS 8090 Villa Park Drive (�� HIGHWAY MEDIANS. FLOW Richmond, Virginia 23228 IN STREET OR 4.0 77=7- L T 804 264 2228 POINTS A SHOULD BE HIGHER THAN POINT B. F 804 264 8773 DRAINAGEWAY INSTALLATION SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual, PLATE 3.07-1 (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,,VA, DSWC PLATE. 3.05-2 STD. AND SPEC. #3.07 LANDSCAPE ARCHITECT REINFORCED CONCRETE DRAIN SPACE Sherwood and 11 ant #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP John Milner Associates, Inc. STD. AND SPZ(C. #3.05 VDOT 103 West Main Street TO REPLACE SILT FENCE IN " HORSESHOE " WHEN SECTION B-B HIGH VELOCITY OF FLOW IS EXPECTED Charlottesville, Virginia 22902 TP FENCING AND ARMORING T 434 979 1617 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC F 434 979 3645 STD. AND SPEC. #3.02 Plate 3,02-1 4 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 STRUCTURAL ENGINEER C4.2 C9. STD. AND SPEC. #3.08 Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 EXISTING GROUND VDOT #1 T 434 293 5171 TEMPORARY DIVERSION DIKE DRIP LINE SILT FENCE (OAR AGGREGATE F 434 977 5191 DD MEP ENGINEER X 6 Engineered Systems, P.C. T min. X�- SNOW FEN �41 X11 CE `x"111, .. 11512 Allecingie Parkway Suite C ,-,x x < X V ...... ..... _X'. A`_`1 `x, 111__�51 Richmond, Virginia 23235 30 < X X x x .ComDact,ed Soil D min. T 804 594 0520 �y F 804 594 0521 ...... .. ......... X" Y 6, mi ....... :Y rK_ . . . . . . ... ... 10' -Flow ............ ........ 11 I'lIl''ll gill! 11,19'' 1 1111IR411111F:111111 B BOARD FENCE BOTTOM OF CHANNEL CORD FENCE VDOT #1 I . L. - / . I ... . ............ TO BE LINED WITH ........ ............. COARSE AGGREGATE 4.5 min. FILTER FABRIC .............. PLASTIC FENCE APPROOVEDSQQ OR................ 30UAL) ...... CORRECT METHODS OF TIRES FENCING FLOW SEAL 1. THE RIP RAP SHALL BE VDOT CLASS I. 2. THE MINIMUM THICKNESS OF THE RIP RAP LAYER SHALL BE STONE OUTLET DETAIL 2.0 FEET FOR NON-GROUTED CHANNELS AND 1.0 FEET FOR NO SCALE GLENN W. CUSTIS GROUTED CHANNELS. Ile. No, 8 39 SOURCE: VA. DSWC PLATE 3.09-1 3. THE SUBGRAIDE FOR THE RIP RAP AND FILTER FABRIC SHALL STD. AND SPEC. #3.09 BE PREPARED TO THE REQUIRED LINES AND GRADES. ANY FILL REQUIRED IN THE SUBGRADE SHALL BE COMPACTED, TO A DENSITY APPROXIMATELY THAT OF THE SURROUNDING QVA UNDISTURBED MATERIAL. BRUSH, TREES, STUMPS AND O-THER 000 EXAMPLE PLAN VIE WS OF OBJECTIONABLE MATERIAL SHALL BE REMOVED. 00 CORRECT TRUNK ARMORING 00 BAFFLE LOCATIONS IN 00 PROJECT NUMBER 0 00 4. THE FILTER FABRIC SHALL BE PLACED DIRECTLY ON THE' TRIANGULAR SEDIMENT BASINS A A PREPARED GRADE. THE EDGES OF THE SHEETS SHALL OVERLAP I a PLATE 3.38-2 R03456-09 0 BY AT LEAST 12 INCHES. THE UPPER AND LOWER ENDS OF THE ri 0 BOARD FENCE 0 CLOTH SHALL BE BURIED AT LEAST 12 INCHES DEEP. CARE SOURCE: VA. DSWC STD. AND SPEC. #3.38 D SHOULD BE TAKEN NOT TO DAMAGE THE CLOTH WHEN PLACING D12 No sckx DATE O g00 THE RIP RAP. IF THE FABRIC IS DAMAGED IT SHALL BE REMOVED 0 ------- -- 0 AND REPLACED. CURB INLET RISER JANUARY It 2007 5. SEE DITCH TABLES FOR DIMENSIONS. _0 6. GROUT, WHEN REQUIRED, SHALL COMPLY WITH SECTION 218 OF P/2 L TOTAL DISTANCE FROM THE VDOT ROAD AND BRIDGE SPECIFICATIONS. GROUT SHALL FULLY NORMAL POOL THE f>DINT OF INFLOW DRAWN BY: SEK CHECKED BY: LJK SECURE ALL RIP RAP FROM MOVEMENT. FACE OF CURB AROUND 'THE BAFFLE TO THE RISER. PIPE OUTLET TO REVISIONS FLAT AREA WITH PLAN VIEW NO. DATE DESCRIPTION WELL DEFINED CHANNEL RIP RAP CHANNEL NORMAL POOL I I July-07 C4.2 Cs.ONO SCALEL /2 L RJISER 2 03Revised per County Review D 3 2 IAug�07 Revise per County Review 4 10-Sept.-07 Revised per County Review 6- 0%- d NORMAL POOL RISER INFLOW 36" WIRE SCREEN FILTER CONCRETE BLOCK GRAVEL FILTER SHEET TITLE FABRIC KEY IN 6*-9" RECOMMENDED FILTER CLOTH FOR ENTIRE PERIMETER OPTIONAL CURB INLET BA WIRE SCREEN a n EROSION AND OVERFLOW FILTERED WATER =:> VDH&T NO. 1 L L2 SEDIMENT SECTION A-A COARSE AGGREGATE SEDIMENT NOTES: FLOW 36'0 RUNOFF WATER 2 CONTROL I... WITH SEDIMENT NFLOW 1. La IS THE LENGTH OF THE RIPRAP APRON. DETAILS 2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 INCHES. SHEETS OF 4' X 81 x 1/t OMRtOR I V P PLED oR EQuvALENr SHEET NUMBER 3. IN A WELL DEFINED CHANEL, EXTEND THE APRON UP THE CHANNEL BANKS VDHI&T NO, 1 1111-11 1==l I 1==l I 1= , - , COARSE AGGREGATE RISER CREST ELEVAnoN TO AN ELEVATION OF 6 INCHES ABOVE THE MAXIMUM TAILWATER DEPTH OR ILI TO THE TOP OF THE BANK, WHICHEVER IS LESS. 2 10 ACRES OF DRAINAGE AREA 4' SPECIFIC APPUCATION POSTS MIN., SIZE iV SOUARE T 00 4. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS OR 5' ROUND. SET A THE RIPRAP AND THE SOIL FOUNDATION. are EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO LEAST T,Y INTO THE CROUM, ROCK CHECK DAM CD prevent EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. U: NO SCALE OUTLET PROTECTION STD. AND SPEC. #3.20 INLET PROTECTION 31 5:1 (00 c4.1 cs.o NO SCALE 11 P STD. AND SPEC. #3.18 6 r9 NOT TO SCALE Source: USIA-SCS Plate 114- L r 2.5" SM -9.5 3' BM -25 d" 21 -8 STONE COMPACTED SUBGRADE TYPICAL HEAVY DUTY ASPHALT (DRIVE AISLES) NO SCALE 2.5" SM -9.5 -, 8" 21 -B STONE COMPACTED SUBGRADE 11 - AL 004ffm AML THE DEPTH OF THE CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" 19" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE NTH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. CONCRETE IS TO BE CLASS A3. CURB DETAIL - CG -3 NO SCALE V" DITCH d = 1' 3 : 1 SIDE SLOPER 6' GRASS I _ SHOULDER 11" 7 C6.0 C11. 2 c6.o cl. 3 c6.o cl. O M NOTES: 1. TRANSVERSE EXPANSION JOINTS ARE TO BE PLACED A MAXIMUM OF 30' ON CENTER. 2. TRANSVERSE CONTROL JOINTS ARE TO BE PLACED AT 5' ON CENTER BETWEEN EXPANSION JOINTS. 3. LONGITUDINAL JOINTS ARE REQUIRED FOR SIDEWALKS WITH WIDTHS GREATER THAN 10'. LONGITUDINAL JOINTS SHALL BE PLACED AT EQUAL INTERVALS NOT TO EXCEED 10' IN WIDTH. i AS SHOWN ON PLANS i COMPACTED SUBGRADE 4" 21 -A STONE TYPICAL SIDEWALK DETAIL NO SCALE M(XUND CONCRETE TO SHED WATER 5' -0" 4 "0 STEEL POST FILLED WITH 2500# CONCRETE) 2' -0" 3" WHITE LETTERING, KAPPA SIGMA BACKGROUND INTERNATIONAL BROWN HEADQUARTERS 2' -6" 7 N • 8" CONCRETE Wd "x d W2.9 x W2. WWF e 30' -8" 1' - 4" 28' - 0" 1' - 4" CHILLERS Q ¢" PREFORMED EXPANSION JOINTS ALONG BRICK 00 WALLS AND ON- CENTERS 00 21 -A t M r - - - -- FUTURE CHILLER DUMPSTER BOLLARDS NN / / / / / / \ COMMPACTED 4'-0" SUBGRADE 0 DUMPSTER PAD DETAIL DUMPSTER PAD PLAN VIEW NO SCALE NO SCALE V v. V v p ° ° . 00 5" 3' -0" NOTE: DUMPSTER WALL HEIGHT TO BE BETMEEN 10' -0" AND 14' -6" TAIL. 5 TYPICAL DUMPSTER PAD TURNDOWN DUNS UCTURAL PLANS FOR NO SCALE I wwft FACE OF CURB CLASS A3 CONCRETE 4 . Q MAIN ROADWAY 4. 4 o PAVEMENT p 4 .G . SLOPE SAME AS GRADE ON SIDE STREET EXCEPT BACK EDGE OF STREET APPROACH IS TO BE AT LEAST AS HIGH AS FRONT EDGE. SIDE STREET 4 Q SURFACE r` o 2" 5" l*R 1 X / v 7" it • . 1 7" 24" BOLLARD DETAIL 8 NO SCALE THIS AREA MAY BE THE BOTTOM OF THE CURB CONCRETE AT THE AND GUTTER MAY BE CON - OPTION OF THE STRUCTED PARALLEL TO THE CONTRACTOR SLOPE OF SUBSURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. CONCRETE SHALL BE CLASS A3. CURB DETAIL CG -7 NO SCALE 1/2 MIN. I r-Y MIN. ow COMPACTED SUBGRADE 1. IF DQS1ING EP NOT IMVIFORM, SAW CUT M CREATE UNIFORM EDGE. 2 REMOVE 1 1/2 DEEP X 12' MIRE SECTION OF DMING SURFACE PAVEMENT. 3. EXTEND PROPOSED SURFACE COARSE ASPHALT TO MATCH EXISTING SURFACE. 4. VDOT MAY REQUIRE OVERLAY TO CENTERLINE OF DOS71NG PAVEMENT TO RESOLVE DRAINAGE PROBLEM OR SEALING OF ABUTTING PAVEMENT IN PLACE OF ITEMS 2 AND 3. TYPICAL PAVEMENT WIDENING SECTION NO SCALE 14 C6.0 C11. 9 C6.0 Ct1. 2 2 "R CONCRETE SHALL BE CLASS A3. d t D i 4 1 "R • a 61' ^ d 7" 24" 7" THIS AREA MAY BE THE BOTTOM OF THE CURB CONCRETE AT THE AND GUTTER MAY BE CON - OPTION OF THE STRUCTED PARALLEL TO THE CONTRACTOR SLOPE OF SUBSURFACE COURSE PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. CURB DETAIL CG -7 (MOD. NO SCALE 6' MIN. LENGTH 5/8" DIA. HOLE FOR ANCHOR 36" - #4 REBAR DRIVEN 6"TO ANCHOR WHEEL STOP --- 40 15 WOODEN WHEEL STOP DETAILC6.0 C11. NO SCALE NOTES: 1. TRANSVERSE EXPANSION JOINTS ARE TO BE PLACED A MAXIMUM OF 30' ON CENTER. 2. TRANSVERSE CONTROL JOINTS ARE TO BE PLACED AT 5' ON CENTER BETWEEN EXPANSION JOINTS. 3. LONGITUDINAL JOINTS ARE REQUIRED FOR SIDEWALKS WITH WIDTHS GREATER THAN 10'. LONGITUDINAL JOINTS SHALL BE PLACED AT EQUAL INTERVALS NOT TO EXCEED 10' IN WIDTH. W f : • YV.O V1. d" AS SHOWN ON PLANS 6" 4" CONC. SIDEWALK AW/8 "x6 W2.9xW2.9 W n MAX. SLOPE a ? .. 4" 21 -A STONE COMPACTED SUBGRADE 4' 21 -A STONE' 1' -s" 2' -0" STANDARD GUTTER DETAIL - CG -_8 FOR ENTRANCES AND STREET CONNECTIONS NO SCALE 6 " A3 CONCRETE 6 " STAMPED) OR BRICK PAVERS It • D . D. " .... e. j2 3 3/4" A3COMPACTEDCo •. D SUBGRADE D D .. CONCRETE G.. . , M . .. .: . - •' BASE 4" 21 -A STONE--/" NOTE: CONTROL JOINTS - 8' SPACING EXPANSION JOINTS - 30' SPACING BRICK PAVER DETAIL NO SCALE SEE ARCHITECTURAL DRAWINGS FOR LAYOUT rO c6.o cl. A --i i i 6' 3 1 6' MIN. VAR. WIDTH SIDEWALK OR SIDEWALK F' • ^ 1' -0" RESERVED PARKING R7-8 ADA PARKING SIGN I i II Il 12 06.0 C11. 3' -0" RADIAL PLAN FOR COMMERCIAL ENTRANCE HEAVY TRUCK TRAFFIC ANTICIPATED) SEE STANDARD CG -13 SHEET 203.10 13 C6.0 C11. TAPER CURB HEIGHT DOWN TO 0 AT THIS POINT OR CONTINUE AT FULL HEIGHT WHERE APPLICABLE. 3 W i US US VAR. 3' MIN. VAR. WIDTH SIDEWALK OR SIDEWALK SPACE A _ TANGENT PLAN REQYIIRM 0 ACHIEVE SIDEWALK AREA A 1 :1 WITH OR WITHOUT BUFFER STRIP) 6" 7' -4" STD. CG- ---------- 8.33% MAX. ---- --- - -- a 4' c ° d a'• THIS ITEM MAY BE PRECAST OR CAST IN PLACE SECTION A -A SLOPE 12:1 MAXIMUM CURB RAMP (CG- NO SCALE SECTION B -B DETECTABLE DOMES PER ADA • CURB RAMP TO BE CLASS A -3 CONCRETE WITH EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1 E 12:1 MAXIMUM VIEW IIIIIIIMj . 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.giaveandhotmes.com PROJECT TITLE KAPPA SIGMA FRATERNITY INTERNATIONAL HEADQUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Engineered Systems, P.C. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 0520 F 804 594 0521 SEAL 0 GIiNN W. CUSTIS Uc. No. 6039 II QUL PROJECT NUMBER R03456 -09 DATE JANUARY It 12007 DRAWN BY: SEK CHECKED BY: LJK REVISIONS NO. DATE DESCRIPTION 1 11May-07 Revised per County Review 2 03- July47 Revised per County Review 3 21 -Aug-07 Revised per County Review 4 10-Sept.-07 Revised per County Review SHEET TITLE CIVIL DETAILS 7 SHEET NUMBER i 1992 3.14 DETAILS OF CORRUGATED METAL ANTI -SEEP COLLAR INSTALL COLLAR WITH TOP OF GRAVEL CORRUGATIONS VERTICAL COLLAR TO BE OF SAME GAGE AS THE COLOR - BLACK (STANDARD) PIPE WITH WHICH IT IS USED 100% POST -CONSUMER CONTINUOU RECYCLED HDPE/LDPE FABRIC WELD 1/2" X 2" SLOTTED HOLES - 3.5 OZ/SY(1202GM/M ) 12" MIN. - 120 LB FT (5852KG/M2) FLOW - FOR 3/8" DIAMETER BOLTS OPTIONS - CUST M FABRIC TO 6 OZ AVAILABLE. 0 0 0 2f + 8 0 0 i BAND �- WELD BOTH SIDES SLOTTED HOLES CORRUGATED METAL CONTINUOUS AT 8" C.C. SECTION B --B SHEET WELDED TO WELD CENTER OF BAND ELEVATION �-OF �j:�CCOLLAR Lf V 3. UNASSEMBLED COLLARS SHALL BE MARKED BY NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING PAIRS. 1. ALL MATERIALS TO BE iN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT 2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION. COLLARS SHALL BE IN ACCORDANCE WITH 5. EACH COLLAR SHALL BE FURNISHED WITH TWO CONSTRUCTION AND CONSTRUCTION MATERIAL 162- DIAMETER RODS WITH STANDARD TANK SPECIFICATIONS. LUUGS FOR CONNECTING COLLARS TO PIPE. DE TAIL OF DELI CAL PIPE ANTI-- SEEP COLLAR WELD 1 1/8" X 1 1/8" X 1 1/8' ANGLES TO COLLAR OR BEND SIZE AND SPACING OF SLOTTED A 90ANGLE 1 1/8" WIDE AS SHOWN IN DRAWING, OPENINGS SHALL BE THE SAME AS SHOWN FOR CM COLLAR 9 1/81 NOTE FOR BANDS AND COLLARS: USE RODS AND LUGS TO CLAMP MODIFICATIONS OF THE DETAILS BANDS SECURELY TO PIPE.SHOWN MAY BE USED PROVIDING %$ EQUAL WATERTIGHTNESS IS MAINTAINED AND DETAILED 12" MIN, DRAWINGS ARE SUBMITTED AND 2" APPROVED BY THE ENGINEER PRiOR TO DELIVERY. BAND OF HELICAL ISOMETRIC VIEW PIPE .�� S ET METAL COLLAR SHALL BE CUT TO FIT ROD AND LUG CORRUGATIONS OF HELICAL BAND AND WELDED WITH A CONTINUOUS WELb. NOTE: FOR DETAILS OF FABRICATION DIMENSIONS, MINIMUM GAGES, SLOTTED HOLES, AND NOTES, SEE DETAIL ABOVE. METAL COLLAR NOTE: TWO OTHER TYPES OF ANTI -SEEP COLLARS ARE: TO BE WELDED TO CENTER OF 1. CORRUGATED METAL, SIMILAR TO UPPER, EXCEPT SHOP HELICAL PIPE WELDED TO A SHORT (4FT.) SECTION OF THE PIPE AND BAND. CONNECTED WITH CONNECTING BANDS TO THE PiPE. PARTIAL ELEVATION 2. CONCRETE, SIX INCHES THICK FORMED AROUND THE PIPE WITH #3 REBAR SPACED 15" HORIZONTALLY AND VERTICALLY. REF: ENGR, FIELD MANUAL NOTE: SOURCE: USDA -SCS ONE (1') 3'x3' ANTI -SEEP COLLAR REQUIRED PLATE. 3.14-13 ON 24 0 OUTLET PIPE. CREST OF EMERGENCY SPILLWA"-479.2 DESIGN HIGH WATER=479.1 (25 -YR. STORM ELEV.) ELEV.=480.27 MIN. 1.0' 0.5' __________ ________ ELEV.=478.2 MIN. 1.0' �.. 67 C.Y./ AC. 36"0 RiSER „DRY" STORAGE .................. CREST=478.2 ELEV.=476.0DEWATERING . DEVICE ELEV.=474.0 .. 67 C.Y. / AC.::.......................::. "WET" STORAGE SEDIMENT CLEANOUT POINT (`t TO 34 C.Y./STORAGE ACRE) DUCED DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY EMBANKMENT NOTES: 1. SUBBASE LAYER SOILS SHALL BE VERIFIED PRIOR TO CONSTRUCTION OF WET POND EMBANKMENT. 2. SUBBASE SOILS SHALL CLASSIFY AS CH, CL, MH, ML WITH NO LESS THAN 60% PASSING THE #200 SIEVE AS DETERMINED BY ASTM D422-63. 3. SUBBASE SOILS SHALL BE FIELD VERIFIED FOR SUFFICIENT COMPACTION AND/OR TIGHTNESS. 1 C4.1 C11, .RISER PIPE _BASE CONDITIONS TYPICAL CONCRETE BASE SOURCE: VA. DSWC TYPICAL STEEL BASE PLATE. 3.14-3 30$9 24" RCP PLATE TO BE BOLTED OUTFLOW TO END WALL FACE. PIPE BOLTS TO BEEPDXYED INTO CONCRETE. PLATE TO BE SEALED 1/4" STAINLESS o o AT EDGES W1 EPDXY C TO PREVENT LEAKAGE STEEL PLATE _ 30„ 4" 0 OPENING O CO 2 ORIFICE PLATE DETAIL ��., X11• MODIFIED EW--� iSTR. #20� SOURCE: VA. DSWC D THAN 10' HIGH CONCRETE BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT STEEL BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT 50 CM (19.7") ESS ESS PLATE. 3.14-14 SECTION PROVIDE ADEQUATE STRAPPING - / 7 - 7 TACK WELD POLYETHYLENE CAP ELEV.=477.70 6" 0 PERFORATED POLYETHYLENE* DRAINAGE TUBINIG, DIA. VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) ELEV.=476.00 DEPTH=2.2' AS REQUIRED FOR "DRY" STORAGE WET "FERNCO-STYLE" COUPLING STORAGE 4" DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1 -FOOT MINIMUM, (SEE CALCULATIONS IN APPENDIX 3.14-A) 36" CORRUGATED METAL RISER NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE *DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 SOURCE: VA. DSWC UNITS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1") AVAIL -;ABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 538 GRAMS (19 OZ.) TOP OF GRAVEL OR 2.2 KG (4.8 POUNDS) STRENGTH - 402 KG/CM2 (5720 PSI) COLOR - BLACK (STANDARD) RESIN - 100% POST -CONSUMER °0°®°0°O°000000 oQO RECYCLED HDPE/LDPE FABRIC WEIGHT - 3.5 OZ/SY(1202GM/M ) TENSILE - 120 LB FT (5852KG/M2) FLOW - 275 GAL MIN/SF (11,200 LjMiN fM ) OPTIONS - CUST M FABRIC TO 6 OZ AVAILABLE. RAVELPAVE2 DJACENT GRAVELPAVE2 TER FABRIC ATTACHED TO OTTOM OF GRAVELPf,'vE2 SEE ENLARGEMENT BELOW -FINE GRAVEL - 3/16" OR LESS �V) �LU COMPACTED SANDY GRAVEL ROAD BASE ,Uj - 95% MODIFIED PROCTOR DENSITY -w c OMPACTED SUBGRADE 4,- 0" PROVIDE SLOPE/POSITIVE DRAINAGE DO NOT EXCEED 4.0% CRUSHED STONE PAVING SHALL MEET FLUSH WITH ALL ABUTTING SURFACES FIN. GRADE COMPACTED 3/8" DIAMETER ANGULAR DARK GRAY BROWN STONE COMPACTED SUBGRADE GEOSYNTHETIC FABRIC - AMOCO 2002 OR EQUIV. UNDER ALL STONE. TYPICAL GRAVEL PATHWAY DETAIL PLATE. 3.14-15 6"00" SAWN TOP OF GRAVEL DOUGLAS -FIR STRUCTURAL GRAVELPAVE2 ATTACH WITH ► SNAP FIT FASTENERS LUMBER FILTER FABRIC - OVERLAPPING JOINTS °0°®°0°O°000000 oQO 00000000� o o FiLL RING SECTION WITH GRAVEL FILL - 3/16" MINUS COMPACTED SANDY GRAVEL ENLARGEMENT BASE COURSE TYPICAL GRAVELPAVE2 DETAIL 4,- 0" PROVIDE SLOPE/POSITIVE DRAINAGE DO NOT EXCEED 4.0% CRUSHED STONE PAVING SHALL MEET FLUSH WITH ALL ABUTTING SURFACES FIN. GRADE COMPACTED 3/8" DIAMETER ANGULAR DARK GRAY BROWN STONE COMPACTED SUBGRADE GEOSYNTHETIC FABRIC - AMOCO 2002 OR EQUIV. UNDER ALL STONE. TYPICAL GRAVEL PATHWAY DETAIL PLATE. 3.14-15 6"00" SAWN LUMBER DOUGLAS -FIR STRUCTURAL GRADE RAIL 15' LENGTH 3"x10" SAWN LUMBER 3flUGLAS-FlR STRUCTURAL ':',RADE POST, 5'0" 0/C "X16" BOLT W/ STD. WASHER (TYP.) 8' 1. ALL BOLTS, NUTS, WASHERS AND OTHER STEEL ITEMS ARE TO BE GALVANIZED. 2. 2 BOLTS PER POST MINIMUM PLACED AT LEAST 2" FROM THE TOP AND BOTTOM OF RAIL. 3. RAIL JOINTS SHALL BE CENTERED ON A POST AND SECURED WITH 2 BOLTS PER RAIL. 4. ALL WOOD COMPONENTS TO BE TREATED IN ACCORDANCE WITH AWPA C1. 5. WOOD MATERIALS SHALL BEAR THE QUALITY CONTROL MARK OF AN AGENCY APPROVED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) AND WWPA GRADE STAMP. 6. TERMINAL TREATMENT FOR GUARDRAIL SHALL BE CONSISTENT WiTH VDOT STD, GR -6. 50 CM (19.7") WOODEN GUARDRAIL DETAIL NO SCALE V PLAN SPECIFICATIONS UNIT SIZE - 50 CM X 5 0 CM X 2.5 CM (20" X 20" X 1 ") AVAILABLE IN 9 STANDARD ROLL SiZES UNIT WEIGHT - 510 GRAMS (18 OZ. OR 2.0 KG (4.5 POUNDS STRENGTH - 402 KG/CM 2 (5720 PSI) COLOR - BLACK (STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT) GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 ,SQUARES SEE ENLARGEMENT BELOW HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER t RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) J. t 0 °O 5COMPACTED COMPACTED SANDY GRAVEL ROAD BASE ° S W 95% MODIFIED PROCTOR DENSITY ° - 6 INCHES TO 12 INCHES a oY (DEPTH OF BASE COURSE TO BE W DETERMINED BY ON-SITE ENGINEER) I COMPACTED SUBGRADE, SECTION TOP OF GRASS ROOT MASS 6 MM (1/4") ABOVE TOP OF RING 3RASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS ;OOT MASS TO FILL GRASSPAVE2 OMPACTED SANDY GRAVEL ENLARGEMENT BASE COURSE NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER. TYPICAL GRASSPAVE2 DETAIL 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE KAP PA SIGMA FRATERNITY INTERNATIONAL HEAD QUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Engineered Systems, P.C. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 0520 F 804 594 0521 SEAL 4 GLENN W. CUSTIS Lie. No. 9039 Csti OIVAL PROJECT NUMBER 803456-09 DATE JANUARY 11 , 200 DRAWN BY: SEK CHECKED BY: LJK REVISIONS NO. DATE DESCRIPTION 1 11 -May -07 Revised per County Review 2 03 July -07 Revised per County Review 3 21 -Aug -07 Revised per County Review 4 10 -Sept. -07 Revised per County Review SHEET TITLE CIVIL DETAILS SHEET NUMBER 00 \_ -,�- " I I N % ,,---"-"1N\ '**\. 1% (I ) % % ) ) 1% '11,31M ,,�,�3: �,jo , -,�� , ,ij ,_ " — "' , %li 1, �, , "r—, -----i-,,--j -,-,�-�__ , �,",�� f�,�� � _ � �P� 0 ,,,-lycamorp , , " �' '�t,z4,00,5r �, M,',,� . /1-1, 1_� I , ___ , ) `11\ , I 1(1'�, �' j ' , Tree Canopy Calcuations . I I � �_,, %11.. I % . �11 ll . 7-, ,1 ) = % * ,J � Total Site Area 6.14 acres \ f . ) �__.�S� I , Required Tree Canopy (1 0%) = 0.614 acre ,�-� ,�?Z",,l III I I `,,__�f I --)\ Total Undisturbed Site Area = 1. 1 2 acre N_�_11/111 ,I I N% 1. I%'- 11111111111& I , , % , N, ''l. PT (6) JV (5) 1, IHM&i R, I I . ,1� " , ,--,-% ,Ill i , _�', III,!, ' I f I I " 1- H acre) exceeds requirement for I I 1 � H � '141X l % , i 'I I - , � I i I 1 J�A�\,,i b'� lL " <), � - if Ill �, , , � 1 1:�,-j I , I - - Pinched Pipe Found - _11 i I , , , , I I I \\ Undisturbed Site Area (I. 1 2 - , 1 ,7 1 1 I? 0.614 acre of tree canopy and thereby satisfies County � !,,Jill' ul,�, N . 1 N , % *% I I 7� Ill" 4- . 1; .. I ,�,,ij/ l 11" ,�', % requirement, ", t 1i 'I -1 --�:>,�`_��- 11, 11 �- I— , " 119 'Y� %% I I � � .l, �0,�,.�_ I _:21!!_,�, 1. I . 11 , % ," , " \ \ , I ill 1 1 . �� - ) .1 '_'. . N 'Wl %�_ ) ,.�� -1 . �- .... - . \ 11 1. I , _� __1 . _��7!`Kl - )"KI, � \ ... �'�'�," I *% , ,-", \ � , 1� � K�5_ , , , , � I 11 I � \ \ _-_\ -1 - % I , � I \ , . "I , - i " 11 � ll� __/\ \ 11 '% � , � � , � 11 -- I , �, � k V I l� I I � I I i �; I . , , A� \ \,� \ ,\ ,)� 11\ \. \�. =__ �, -1 , ,Y PT (5) //� �, '� � � _ _='_'_____11 \_ I % __ Parking Lot Landscaping Calcuations . , I \ I \% � , ", �,� ._______ % "I , - --- - I 1.\1 \., \ I \ 1\ \�,� -) _= 1=_=:� ( North Parking Lot = 21,069 sf k %,�, I " �,r _Z==___::________ � I . I _. I -_____-1____ - I 1, _ �� ____________ e i - I \ . � I ___________,____ I . ,_ Required Vegetation (5%) = 1054 sf \ I I, ., \ \_ \ � =��.: --- ------ ' ) . , ,',,iiVk�, \ , , _� ': � _,;�_ 11-1, I � �, . \ \ � - - __ &�=_____ - �;=k \ \ 'A ---��-" �, __,=_-___ I---"- , � \ �k, " - __ INS (4) \ I " , , I '- A = 1140 sf l, ,� " , 1\ - ,� **# \ \_ � ___ -, - ,\� 7T.- &M*t_�,�_=_,_,�___ /_ % 1-11-11, -, ,:i - - Area Vegetated I I N ��, " � . rl;� -1 -1 ____ _11� -,--- , - : ,-, ?" � �, \ ,,,,�, 'IX 111. � _=______17# -1 -.1 �, � - ---I- ` �,__1\______11:_ r ��=�__. _t::,7n=___ ___ ", % � 1-1-1 I "I �'\� 1,,_ " '�: - - - ______._ . I , �r A�-, , � _____ - ,-1 ( I _ I 9 '�'� -- X - I I \, -i _:�� -_� �?-�� , 14 � I- , , , , " �7��X'-�=L�!_�_� _ � 11 , �\ _1 _ I Z �2`1 � , , , , , I "', 1� " \ '1� " , -p-------- . 1� , \ , � - P 7I -1 , q1, No. of paved parking spaces = 40 . \ I N, � \ ,_�_ � , \ \_ , � . � I \ 11 I .� NI -7 \ I \, �\ -1,7- _4�� __ __H_____- __ .. 1�'r I _��\ '� - , " 11 , , \,X _�� I " � , , ,. � \�_ _ __ � ;�_ " ,��,/I�"\ �, � _ , \ \ , , ',�,� �-, " _7 - , , I I , , , - __ I ,_ I , _ _ - = \ \ . �4� �,� , " �� tI" I 'n " � 14 , � �, i . �,� " .. \ , , � _ --- - - - _ -,-----, I 'I I ) I I I ____ ==Z-1-1 � ,,\ "', "' "" - " 'r, ��,,=_7EE =7 1 11 No. of large shade trees \ I l I I I I I �'� ,_ ___ - ��_:��___ i I , ill I �`, I I ,_� I- I "_ _______ � � , � ." � , ,� I., E_ ,.��_ I I h I 5/ � I \ \ 1, " --f , , , - _,�_, ---:,-- - i I `�; ------- , �c, , , "'A F-% I , "' ----,---, \ I , , ,A�D - " � ,,, l I 1\ , I I \ \ \ � \ AR / '\ , , . ,\ "', - - '_ __ __ = 3559 sf \ �l \ , 11 \ \ V \ \ I \ \ I __ __ - __ -7 i \ \ \ � " -- �_`_ 1. I _-, , , - " South Parking Lot � \ . \ , ", '\\ ,,.-', SEEI-7 " , = 12" \ \ \ \ -,�,,' \ �, ,\ / 1'� - I I 1 1 � , � 178 sf , � 11 \ &\ 1, � \\ \ � 11:�� , _ 111111 "', ? Required Vegetation (5%) , 1��7�=7_ 1 , 11 - - N__i`i_ '�,' 1'� N'_,K__Z_=______ - I �, , '. � ___ \1 \ \a,l . \ , , �7�1�__,___ �Illlillf� -, , I- � � , � Area Vegetated = 255 sf �. �'r 1% t I \ i" 1\ X \ / \1 I I., \." _.:V: I 1 I !111 Ili __ I _.,�' I i \ , \,/\"\ -, " i, \,\ 1�", " ,,� Ill . jI l Ill I (____), � . I � � ", \ l , " � I X I lil I ", -, � ,�,,�, ,� = \ I 1 , "', 1,�-��,, \ "I \ -, Ili I'll, I I �� I — 7 11 11 \ i / " \ � I !, '� 0 : 1'� �� I " 7 No. of paved parking spaces 71 'I �1 1 1 " �� � I \N� �,' �-� 1 I'l"ll li�l , I Ill I #"N , I �___,? -- 11 � ) �, = \ I - I 1�1`11 "I,\" 1�� \� "."i" " /\, . I " , I � 1� 1111�, I 21L I I! I I I 1-.'i 1-__�,j I . .". %,N '111 � � Ill 11 '_ . I I .. \ I 11, I - I � Ill- 11!1I, C_ ) _t, . I !\,%; - '�,,,' Ili �1� i � I \/\ / � , � I , '�",%, ,X,", I 111 1. ill I i , \� ,��? No. of large shade trees I � 11 % 8 ') � %, . A r I'l I, / \ � : �� I'l- i q1 I _,J)l \ / . , I / / " P1 I 1 , " , ,� i, � , - - � ., , % , li. , 1. I I NQ I I rl�j, " I I 111 i -&-- ,,;v - t , I 1,� I / \ / "I li 111� I I,, , r / , I I I , , ,\ I I 'IN I , I � " " . �,,�, - � I 'I / / \'�" 'I - 1j,,v'� - Z."��-E.E.E." - i I , , .- , I 11 ) , , ., .1 � / _� / I \ \ 1 � I � / I il�_11 i I , , -_ -*: _ii� T 1-�' ! i I -1 , I � l, :E� I __,,�' _ - 11 i � I Y'l , 1 ��INNI� .71 - 471 I I I / \-\ -1 I I _5 I , I I / -1, � i - - ��7 1, i / ', 1 / � I (", -, _-� V � - I I I / -C I � 'I , ji� - ��, , I I I i / - I , I ,�' qj _1E,_. V, � , I , / "%� I i I I � t \ , ��_ - --:- ,.-" I � I I I i / I , ":%,�.,'- - __�:�_ I � / . I � �l I, .. -41:F-li _,$__:��' ,Z;,. , I Z 11 I I 1�, , 7- 'e� , :� _: , � I � � I / __/ i Ill , - __1 I , I I f ( "I I I / I . I , 11" '� i I _7 " =_ ill, � .1 I / / / NXI - 'IN _7��,,7_,� --- --- :,-,--.-I-, Key To Existing Trees f . I , . � , I - - � Ill .� iv (6) 1 , ) / __ , , , i I � , 0, / "N' .-' _ c / 1i .�� / �__. - .1 , //1 . I,/ I / /\ �-"-.,--��-�,-�--,-�,,,'-�,�-�,,-, I il IiIiiii -1, I � ' � / I /I � , .1--= I `11��,_� \ --- -1 , 11, / X / i I � i ,�, - " ,.= 1_11 11 I I 1 1 ... 1 Jill � / / 7'�., i . I _ _�:,`\, Illi Prunus serotina --�r - " \,, I _ __.�S, \ I , BC Black Cherry " ,, ," IY1,0, k"t I f -, I �, � � __ \ , 4 i \1 - , � Z / ,�,, _ _.=-ki, ; �, � , , _� _K I", ,, I i '�_ . 3 . 1� 11 i 4 1 1 - I I I / . =___., I . � MIM I I I I . � .. � [A l ", A ) ____ , 11 I � -11 , , I I 1!? � �, __�� " , I I �, I V, , �� \�, -- 11 11, -,� I , I'-- , __ j3_A_"_ - I" 11 ' / / 11�� i , ii� ill J; 1?4� �A . - - __ /1\1, /11 / `1\ CD Eastern Redcedar Juniper virginiana 11 l-, - �', , - R X, �_ 1/\ / ; 1/,1 i /\ 1 �!! l CA Carolina Ash Fraxinus caroliniana ,� 1. - /' / 11 ii 4 11N�l ", _� � , / I I I I ,;� � / / / ., "'**N\ �,� // / // � G � I , �, CT Northern Catalpa Catalpa speciosa i � ,__ I , J.),4 . � � 1-11 li� ,/ , / ,-- _� �.. I t / j� �l il� i 'Nilil"', 114,� 111m '. � , � �� � / � I i "I ,.-/ - j� � � I N 1. V% -, / Hflill 'I R I DIG Eastern Dogwood Cornus florida / ..4 1 "I I I , � I lil i j N / ,�v , , ,-, 1 1 Jill I 11 !I l '' / p I / "I , // " 1 / / k I I 1 10 I , I t", HL Honey Locust Gleditsia tricanthus / � ,/ v \ - _/ I \, 11�1 j l. �J t, �1' �i i; ... , /� 11 lk 1 1 l i" � I/ / � / �, j, I /11k , "I I I J` 1�11, I Celtis occidentalis ,� I / PL i I i i -, \ , HK Hackberry / I I / // \ / ( N, "I ,/ I // / k\1, __ , ( �l �"' I jk,j i I I i / I Irl / l , 11111 i� 1, """"u- " " / I / , - SA Sassafras Sassafras albiclum / /�, I . I N\, / � I 111) ; I ili.i'l I - - 1� /I /I �N\ ilf /N��// / / / � N \1 i I 4 \�, -, ,,,� SE Slippery Elm Ulmus rubra / / I I // / / , / / I "I, 11��, , , I / � I I I � / / k I / 1 �N, � / , " i�,-v �,,� / S H Shagbark Hickory Carya ovata I/ / I I . / 11 I - / , ,� % � I l , /' / I" / 1�' 1, I 1 / / , ,�\ SP Shortleaf Pine Pinus echinata JV,/(3) 'k i,_11\ I i /l,l I I ; / I � I I') ) ;_ // / \ \ \ " I ", i i � - (I ---- / / I / / // SY Sycamore Platinus occidentallis I � / �� \ .. � ko "/j k, � / %*-\ I LI % / / I*zl 11 11 ) � " / 11 .% // I / I, 1 J: i) j DI .� 4 1 � 11 , I 11 11 / I I Z/ I I/ ,- WA White Ash Fraxinus americana / / ,/ 1k \ \ \ 11 l I ,/- . �H ) \N -1 I , I , I -1 � I 1 21 / - I / / / ��, - . / S(15,,,, __,, WL Black Walnut Juglans nigra / � I/ I e � " "I I j ,�xl� / � \ \/ / // � . , � I 1. / // I k /. /,/ Z, '�, / .",/ I I I � / / . 1�11 �' I . 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I I - 07 Key Quantity Botanical Name N _` - I �, , �1' � , -- - � I I \� �__,' I / .- + , � / _N_`� " ** - '. . .�� - .� " _ - / / Z - I -,, _�* , _� ,,� _-1 / - - " Deciduous Trees I - _.�, " \ - _-:rl , '. ARO 4 Acer rubrum"October Glory' October Glory red maple 2 /2" C As shown ARR 5 Acer rubrum'Red Sunset' Red Sunset red maple 2 1/2" C As shown IAGA 4 Amelanchierx g randiflora 'Autumn Beilliance' Serviceberry 2 1/2-3" C As shown CV 4 - Chionanthus virginicus White Fringetree 4-4 1/2'Ht Asshown Multistern CF 4 I Cornus florida'Cherokee Princess' Flowedng Dogwood 1 1/2-2" C As shown — CKC 2 — Comus kousa 'Constellation' Kousa Dogwood 1 1/2-2" C Asshown cm 14 Comus mas Corneliancherry Dogwood 4-4 1/2'Ht Asshown Multistern FA 10 - Fra)dnus americana'Greenspire' White Ash 3 1/2" C — 360C I Matching Mv 6 - Magnolia NArginiana'Moonglow` Sweethay Magnolia 2-2 1/2" C As shown I PO 2 occidentalis American Sycamore 2 1/2" C As shown I TD 6 ---Platanus Tax -odium distichum'Shawnee Brave' Baldoypress 3 1/2" C As shc)wn UP 2 Ulmus paNfolia'Allee' Chinese Elm 3 1/2" C As shown Matching specimens ZSG 8 Zelkova serrata"Green Vase' — 1 Zelkova 12 1/2" C 20'OC � I . � " � 11 1. 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I - �_ < �1/01 "I %# 4%# � ##_ � ,11 .I I , I/ I �,_, . _ .4 - I/ - / - � - _- __ % **# 40� `__ Z - - - <0 ," 4k, __- I \ / 11 �, __ t - �� I/ 1�1 ____��_ I ,< _-, 1-1 , # ** (, ,.I- -?--,,) i F , ,/ _'111" *** **# 4ft to 40' � -,_j 11 I I I I I , , - ',� _,__,_, _," � - - �_ - / ,, . I - - I - ____ - I , Evergreen Trees i 111000- .,� - // ��, __ _��- , .0.. cjB 3 Cryptomeriajaponica Japanese Cedar 7-8' Ht — As shown Full branching MGL 2 Magnolia grandifloraUtUel Gem' . Southern Magnolia 7-8'Ht — As shown Matching specimens iv 66 Juniperus Virginiana'Emerald Sf7)4'�W_ Eastem Redicedar 4-51 Ht I 51 oc" INS 8 Ilex x'Nellie R. Stevens' Nellie Stevens Holly 6-7'Ht 160C, Full branching IPT , 35 , Pinus thunbergii ,Japanese Black Pine ,4-5'Ht . 1160C� , Full branching ; �. 11 ._1 . 11 I / , I 7 / / ol�l .01 .,��, / �, / / , I I 1�1' _�'____ I I .. I_ --,*- -11 ,!n, �:�, / , - �'.10�1� // I ,_ � X I - I / / "� � ,� . "O. .`l` , I / *� , - --- I" / 4.1-1 , /" / // - 'O., -1 , I / / ,�� -- 1�_� , I / // � ." � ; �_: / / � .. .. ,� I- 4,-""`� _Ir / �,,�-',_-- , I _� - 11 � i!% 1 1 -na�4/ ,,,I , 'In 1- . . - " Z �,',. �,, / ,�_ I ".. -1 , - .It� I ll ,_,_ - - I,_ / / / oo .1� 1 ��:T_,4,�;...,, ,-? I /,- ----�--- - .I = I I / , ,Q� .Q0 ll `�, I . Evergreen Shrubs "I / 11", ,1 // 1/1, / /_11 ,�-` 1__0""" AG 10 Abelia grandiflora GlossyAbelia 24" Ht As sho)wn AEG 22 Abelia grani 'Edward Goucher' Glossy Abelia 18-24" Ht As sho)wn AGP 78 Azalea'Gumpo Pink'(Satsuki hybrid) Gumpo Pink Azalea 3 gal 250C BMW 68 Buxus microphylla 'Wintergreen' Wintergreen Boxwood 24" Ht 3 1/2'0C BS 1 2 Buxus sempervirens American Boxwood 48" Fit As shown, Matching specimens CSE 3 Camellia sasanqua 'Setsugekka' (espalier) Sasanqua Camellia 7 gal As shown EspalierForm cSs 2 Camellia sasanqua'Setsugekka' Sasanqua Camellia 7 gal — As shown IC 41 Ilex comuta 'Rotunda' Dwarf Horned Holly 3 gal As sho\wn IcC 14 . Ilex -Irenata 'Convexa' Japanese Holly - 5 gal As shown NDH 14 Nandira domestica 'Harbour Dwarf Dwarf Nandina 3 gal As shown PM 7 Pinus mugo var. mugo Mugo Pine 24-30" Ht As shown PLO 29 Prunus laurocerasus'Ofto Luyken' Cherry Laurel 24-30" Ht As shown PLS 54 Prunus lauroceresus'Schipkaensis' Schip Laurel 30" Ht As shown V0 1 VP .. I 6 5 1 � 11burnum opulus, 'Sterile' I Vibumum x pragense Old Fashioned Viburnum Prague Viburnum 4-4 1/2' . i 4-4 1/2' As shown , . As shown I - Deciduous Shrubs - - - - Icsi I 11 � icea 'Isanti' I Redosier Dogwood 13 gal .I As shownj Ornamental Grasses IMS 1 7 ::IMiscanthus sinensis'Gracillimus' I Maiden Grass 13 gal I As shown I I PAH 1 71 1 Penniseturn alopecuroides'Hameln' - I Dwarf Fountain Grass 13 gal jAsshownj ILS 1 1727 - jUriopespicata ng LiVurf ::_� 2" pot 181, oc I - JJCS 1 326 ..IJuniperuschinensis"Sargentii" it's Juniper I ga I jAs shown Isee Detail#51-4 / I/ I ", �1' , / / �'11 I I .0 / �, �_, ��'1111' � " / / I / / _,��,',_ I',- " _�, ,<,, " / I", I " '/ /,"', I 1�_ �`;5�;�, / I/ ".�"' �- I- .P / / . I X ". ,/ / "" 1 �� \Z' / / / I',""` f - / , 4,�'11 1 �, � " / � " , "��'. I Entrance Gate Piers I ri_`,� LANDSCAPE PLAN � L- 1 1 L- 1 ) SCALE: I INCH = 30 FEET Shoreline Frinae Plantin I . Key Quantity Botanical Name Common Name Size Spacing Remarks Shoreline Fringe Plants CS 95 arex stricta Tussock sedge 12" plug 18" see General Notes #1 AV 109 Andropogon virginicus Broomsedge 12" plug 18" see General Notes #1 PV 200 Panicum vi g?qLLnn Switch grass 12" plug 18" see General Notes #1 I I � I I 'County of Albemarle, 11 � . Legend Conservation Plan Checklist - To be placed on Landscape Plans I . - - (Handbook, pp 111-284411.2-97 for compllett qWtifications) I � I I I � i I � I I � I I I � I .A � L The f0110WID2 Item% shall L- NboWn tin th _11- I .1 � � I I � . I I El Lirnits of cluring (outside dripline,of treet to be saved); . . 11 I . C3, 1A)CatiOT) and lypC Of PlOtCetiVtt. fCncing; � I I . 1' GLAVE & " womm mum Limits of Clearing LJ Tree�to�esuived; I Q Gnidu chung" m airing uce wull�or ,,yalls; � I i _�_ 0 Existing Trees to Remain I . ,4 � I I I I �Ir I Ll � Proposed tirtuching or lwlftt�lias be,�ojld Jim linlits of clearing, I I � I I � I . 1 I Markings.- I I I Proposed Trees and Shrubs U All tmes; to be sav W, shall bu marked with -print or ribbon at u hr,ig[lt o1j;aitly, yisiblu to equipment operators. , I . I I � � 00 -gin Lmdl tho tree. marking has bccn !uL,sp,twi,cd aula fippToyce by a C unty jnj I HOLMES i' � � U No arading shall bt, � I U pe0or, . I I I I I � I I � � . � I I � � � � I I � I I I ,,-,�,-.,._ Mulch line 3. Pre-Conlstruction Conferetizet I � � I � I I � I . I � L3 'freuprc,-,rvattfn.iu'dPTutvcliolll]IL,a�iuia sh4ilbe rcvieweti withtfic.contracLoron site, I ,� I I I �. % % 4. ' EaWnteal QwMtion MW Stgragem I I I � � I ,� I A S.S OC I ATE S I U I Ecavy equipment, Ychiciflar traffic and storago Of construr,�lion matcrials inchiding soij shall not be perililitbui within the dliplincs oftTcc I i f to he,.�aved' I � � � I 5 I- I ` I I I I I tI I � I � i - - � I ,,:\-_��,�-_,,,,, I 1 ____-7 , '. " GRAPHIC SCALE IN FEET I W%Uon DeOces: � '--I��, -% .4 Soil Drodoia ano Stormwater DL I 11- % LJ Such dcOms 8hall not Adversely affect trees to be saved, I I I ARCHITECTURE It DESIGN ii _ I I �� 0 = I I I � I I I � I i - i "I MEM111 61 Mrier. I I � — - --- I I - � 1 � 1� \ 0 30 60 90 � I 3. Vires are not permitted widlin 100 feet of the dTipline of tree-, to be saved. I I � �� � I I I - t.,� I 1\1-) _ � . I � � . . I I - - % � - N� � � i� , I I ��'__�Y %, � 7. Toxit MaittrialIN: I , I- / L) Toxic Yngterials shall not be stored within I 00 feet of the dripline of trees to besaved� 801 East Main Street, Suite 300 1 1 ,,��'!,�_ � I � I I Richmond, Virginia 23219 N;V� ,--\% & I 11rat".tivelvengiar. . � I I I 1% 13 Trees lo be retatined williln 40 feet of a pri-ilinAed buildiqa or grading activity 01all Ile prolacte� by fenizin?, I � I I . . . . . . -.-. "I 11) PROPOSED REVISIONS TO APPROVED I Ell :17encing Abla]] he in Place andshall be inspected and appmved by a County InsPectot Prior to grading. or construction, I I T 8046499303 F 8043433378 , �' _______�_ I � � - e � I - � , " % Tru Wells: I � � � I . � I I W www.glaveandholmes.com , I I I,_ N4 S LANSCAPE PLAN � U When the ground level must he raised within thedripline of a tree to be savedi a tree well shall be provided and a constractian deinil 1, % s�lbmittcil FuTlAppiruvaL I . . I I . � I � I PROJECT TITLE �") 10. lat�i� I I 11 __', % ""N\ � I a 'Whea ttw groand level must be, lovvercd withul Llio dripline a tt-c4 to bi� saycd, a tree wall shallb" 9mvided; and ae,3nii(riscidoll detail — PT (6 �, ,,,:>, � � i % % N I submitted For approval, � I I � I I I )(,_��l � KAPD A ,.", 'I,- "llk � -_ ,/ \ IL Truxthing and To ullow , I LA SIGMA U , When. trenching is requircd within the limits of clearing, it shall be done as far away from the trunki of trees as possiblo.Tunneliug \\ %�\ f � % � undcr a large (mr shAl bt� cvilisidomill as an alittrilutivi: WhCu. it 6 anlicipaw'd that liccu5sary trenchilit; will do�troy Ntdcr routs, . I . I , N � . I � , 1__��Jvj8) --- 1\ N, I _/ - - 12. clegnup; I � FRATERNITY / 111�_ �, /- I'll, ,��\ I ,,-__-<') 10 prol,wivobocitlg Shall bo ale lost itajjl�� TQ111oved urint; � I , , ) � � � � . the final C"aup. , , '� , , I - "', , , ,7) � � � V - . - t ��, ,�,. ',_- I I . TIONAL "I ��__,� (.\.�i�_�, I % % JV (3) 11. WMaegdLrpev, � � INTERNA I 11�,.� 'K�', "I I I- I % I � L11 DamngM trees shall be treated itnmedii,ittlyhypriiiiing,fertili7.ation nrother method% ecconime, I nded by a tree specialist I . � I , � I 11 � i � I I I � � -1, " - " ,� I \ . NOTE: It IS THE DEVELOPERIS RESPONSIBILITY TO CONFER WITH THE CONTPUCTOR ON TREE CONSERVATION � I 11 � � , �. � � , � � \ 1, J - 10 "�\ I I � , I REQU11MMENTS I I I HEADQUARTERS , � ",.� � ,, - ` - �� , � - , ,_ , - �,� -,� , �,, , , , , . I I , I I ,,_",,__�,.". i l ,,I 1-1 I %��, 1�.111111 , I 1 6,14 1 1 1 .� - .. e "! , 1�� \ I .- I " \ ,�,:\ _/9. , I I I I 1/0 1� I I � Chartottesville, VA \ I \ \ - �� , , � , ___,,� , � 14a .. �L I .. � � - I \ ), � I \ P I I � � � I I I I � \ \ � \ % i 11_�', "" OWNER SIGNATURE I I (DATE) . \ " I I J, - "" I I I I I . 1. i / \ 1�1� �, � 10 11 I I I . I I . \\11 \ k , ,,,, I � , J,,� I �", - JV (8) CONTRACT P I URCHASER 131C .NATU�E I I � � . � . � I I I .!, " I � ,----"\ - I I � . � (DATE) I I I . . , I � l-\ \ I I/ % � � I . I I I I I 11 " I I ",-, , \ 1, w ? 1'� � I , I, ><___, i __1111 . \ i ', 51, f , ) N".,\ , / , i �-A,N_",,', "�� 'I e � ;�, , i -) CONSULTANTS ( �� >1 I 'I, - " , x �, - 'i , � " N '.1 I _ _71 j " " �,', � , I ILs" `/ , 11 fS OF I /I / �` / � �� 11\ ." ,\: � -�, 4,�-,,-�� % V�_ . // I 1 , , I I_ _/. -RBANC� / , , Y � , 1 .41 / - � I ; 1, \ -1 / /' k � / \ , \1 ". , - - - " . ,1F /I / / I I 1, 11 Y�$'�,, � % -11 I �,* // / � "�, I , \ ", I (_,� � 1\ ., - :/N I PO (1) CIVIL ENGINEER " , , "I � \ ,-- I ,,\ " / I/ 1, // il, q � -,'� , ,.: " 4�) e / / / _K q -1 I \'1111 , -_ , ( , ,/ " /,/ j i _1 I I I I I I I., 3 "')") ) - . 1% Draper Aden Associates - i i "I '. "I / 1�1 I'll / , "I . I % 11 j/ / I- �11 , , � -1 / -1, ! ,,, / '1�i "' / I/ 1. � " . \ -1 -" I/ / , I . ' \ CJB (3) 8090 Vitia Park Drive / _ l / / / " / I I " 1 ., % / / - " - ", '� - -, " 11 ,,IRS i,* I // / " , / i �, -, , - , Richmond, Virginia 23228 4f, /" /I � / . . li � , �, / I e _/ ,// / , / , .. /I J. "', it/ ", . �, / I �,)� 1, / I \ I T 804 264 2228 � r , 1, � . I /I , '/ '/ ,� . I __/ �1' -,//, / , 1, / / � / / / // � I ,-,W,L\ A JV (4) F 804 264 8773 , 'r / �,� ", Z , 1 ; , 0_" � / � / I I //./ �, %. 1, / i7 � , ll // 'Il/ I 11 k /1'1,\S� " / "I /I ,, // �, ��., I , ,�� I / / � p, \ _\, % " / / l / , / 11 "I I "'// / ! � % \ \\i X, .� I � / I //,L�// . � / / " \ , 1; PO (1 ) -�/ " / ; / / �1/ ,�, / , / / . /,/ �>, / LANDSCAPE ARCHITECT /11 1w '/ , / �, . ,\, �\\P/ . / Z / , , , , / 1, " - "" 2� . / / / \� \ // ..% � . ".", / �� ,,, / /'_;�, - I . , 1� / , R0,(2)* /," 11 , , / , ,,, I I / � / � , ) -, I I" \ % % ,Z ". I John Milner Associates, Inc. / / - - - 1. "-" IV\ I TD (3) 11 , " ", .�O,�� 1 / - \ l, -_ 103 West Main Street " � �,,,,,, / W --,,,- 5' 11 � 11 � , I �', L� I/ i�,,�, , al� - __ \ \ Charlottesvitte, Virginia 22902 1 1 / / , /I /, �0�', � I � , I �// __ ", , , ,/ I */ / � , 1, I'-/-- . k I 1_, �', I I , � .% T 434 979 1617 ,,,, " , , , I ��, I , �// I I ')� "I. � / .,-, _' , . "I - __ ____ - - ___ .11 / 1�1' _,� 11 *� x-/ F 434 979 3645 . /. ;�- - 1. JV I A) ) , -11, - __ , I ... �� . , \ / , �1/1 ,/, - , _ I , I e Z .Z _ 11 � I // , � � / / , '--. I" �, , Zo / � � � " \\ A '' ,�"/- ,,, / �, � I ,�, ,�. _" .1111161IM11111111111111 WNW � �, % Area "B" STRUCTURAL ENGINEER , � ",/ � /. , - - � -_e,Hne,rm i/�:-,7_ - I I.% ----- ... r� � �/ , � . r ,,, , Shbr I g6 �\/ / - __ - I , , -1. __ — 1. / 1_/_��,, _---_�- -� ------- _,_, - �/ "I ,�� _1� ��, / — � "��_ - -- - ---' " 1-71- , � 1. % I r . ..... 1� , / "' _-/>7�_ - Fliantim �,,� � - ,,�I, � //, - ---- Ir _,, I Undisturbed Dunbar MiLby Wittiams Pittman Et Vaughan ) / ,/ , . _. " _� . _.9- /,, / , I /,. I I I kl) - - "', , , - I/ � � -1/ -- _ . �11 " Z � -1 I .7 ,/ I "" ,, / I -,-�, -/ 4N 0.62 acre , , � .. 1� ? - , , , ,.,� " ,�,,�� ,, /1 ---,---/ - � Z I 110 3rd Street, N.E. ",--/ , , 7 ,_,_1,,,,l_ "l-,�, ,I "1z ,,Z I - , .", ,e .. " �,' .% I ,,,��, �.,, ,,- � / / -, , "'� �, '-.1, "� ,/l� � / / ,,,,� 1. \ Chartottesvitte, Virginia 22902 /I/ / - 11�1_1 "I - . - ,., / �,),,,, /' 11 __ �� I _,, ""/ .- - \ - - I \ , / / - ,,--- - 1'�� % I T 434 293 5171 , � , " I ,� " F 434 977 5191 / / 1-1 .... .. - __�, , , � .1 / - / /'/ I" , �� , ) I I , I �� - I Z' Z ,� I I I �_, �`_// " r, _11 , I /I / �', _\11 F, ,--' ,_ 1, V_ , __ _1L - I I ,1 I - , If .1/ ( , " �i / - I'll, - N \ . , I ., � -1 " I ��_ , I':- ___ " -, -11 I -- .,� �, -,, , , -_ , - -1 / "I I \ N 468.0 CM (4) MEP ENGINEER ;-, - * , , I , �--�--, �' -/, I - M I I/ � Z , I,- .1 1 -1 , I �* �, � ',,,�,/ � \ -1 _,___� .,_e � I � , I I I " , "f / "li 'v -,,,, 11;i'l - , , - � ,-- " , - � 11 ,,,�� . �, Z� . I Engineered Systems, P.C. *,46��-- ! . I I � . - � I ii I , ", 11 I .1-1 - �'. � 11 �' _', . CM (4) 11512 Allecingie Parkway Suite C , '. - f "', I " ,; i I/ 1�1 .. , , � 1'�,T-� , , 'I ; �, -1 I /' � " , �� \ Richmond, Virginia 23235 0 t��_, " I , �' I , i i ill -1- 11 11 �,, '\ 1� � /' I " Z / � 1) _,�/__,��&" I i L I 1�1 N ,--- -, "C 'k;761 I 11 . I I'll, _ , , j ii I - i ji I , " ./ I I - T 804 594 0520 1 1 i,- 1" - .1 -it Ill " "�, X I _ 11 f _ 1i , ,., " / , '. �'. F 804 594 0521 1 , , '11,1'k, � / , I !I " ,_ �,, Z 'N .W 11-_� / '. I I � - / / / I � - - ,/1 I- I " I " I'll 1-1 --- , \ N ��, - .. ,� , �/ / / I - __ , I , -�jj - / / _� — - . 1_11� / , "/ �,�, � //1 / j - __ - � . .\\-'- .. ,-- '.. -, ,�/ / ,7 �-//- / /, i / _�-_-_-- -_ ,�� -__ _; __� I --- - .. __10 �% � .--.---Greek ..1...1N.____.%%�__l ,�" X --� � . - � - cf- 4 , , - (3) __ 1'�tl , I/ /// / I— ......................� . 0. '. 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I I . . .ol - - I -1 , - I I .fz",/� // / I I I -11, SEAL I , .. .111/1, - . I Z / - ___, I , �\ r," -1 ENTRA_NCE To BE , / � / "I'll- - � _!�� " - I / / ', 1, - " I- RENfOVE'D AND . ;�� I . . /',,,,- - . I I I . � - I ov � / // - . ,_____ H , I �.'. ��,/�/' �� " / . I � -1 - ,____ / 1, --l"', - , / /, I " , , - - ". \ , � S - - , � ,_ _� I 0e. ,�� /1, lr,� . � - - - -- ___ ", - �l , - 1-1-111- - _,i, �_ .. � - , I , � r , . 111�" S ,-��� - I , . , , ___ - _ -1 __ ,_-----_--��,\,� / -7---ft 1 -I..--- . , � , .o ,.__� Y' , / I -, ,,, f� � , "I - � / / I - / ___ I/ "I '1/11 �,_ / / ,/00', ", I �w .oloo ----." 1 _'::::::5 -, 1 .. ol ,-..11,-� / I %�VOSTIS -- - , I --- - �__, lol< - o t _____ __ JAc. No. ,8039 - � \ I i __.: e____,,�_ __ -_,_;�, -1.1-11 - 1\ , - ZI - / -- __;��-'7_ -_ Z_ - V , .. .. "__� I I � .4 - I - I ___ - '�_- __ .1�5_� " I . - �_ C;il . i .1 \ - _-:,�, -"-- ___1 - ,-' `�, i ) I I.- _ ;1.01' I - ___,� " Cjl, ,�� -7 I 11 -1 /I / / I'll - / - -1-1 \ ...'� r, 11- _// '/ - TD (3) _,_ ,..O �tA / *ftm.- l I -)L .,< ----, -, / I I - I � / PY/ r_ � �., 0 ,--/� -� �_- - - __ _____"., 1�, ,_____"____ - - .,_� , ) - / I - -,---- / '___ _� \ o. ONAL j/ /I /,/ / �- : ... ... _ I / _____ . ,/ ,/ i ,/ I ,/ " _ -, � __ - \ I - - / /' I _ Z- __ I __� _____ 11) / ____��, .,.I FA (5) ,�� , - , - :.- __ '11�1 . -1 /F , l Z�!, �_ / - ___1 I --, / ./; '1�1 _ .- . - _ - -, � - -.01 PROJECT NUMBER � , � � , lo, \'�_, , , r,�', ) �_ , .,�,� -11 - I I I �,'' , I _ VO (3) - 7 I -`- ,-.- - ,-- _` \ \ _') c I ,,�_� � - 1, - - - ..11"-'1___� 'i /. �,;�� I /' ��', - 2325 a_ � _,��,_., ��\ \�. __ #.�"14�__ - _. 1�14l�_ I! \ /. - -, , , " - � , 1, - -, . , ,�-,,_- _v"%,_ _ ,,�,,1,, ---.-- I", - -1 '1Z -_ .'fl�'111 ", Q� - I �,.'�� t�_ ,,, - - - ., I '�' _,_,_� .w Future Pedestrian/Bicycle Path , ... , Uki ''_ . _ �- �12, -11 �rl_�� �, -1 11 �pu " 1, ,/I- ., - ��____,. ___ .-.,� ,_ �, - 11'e _� � � _ ,-.---. .. Eight foot wide, asphalt path to be DATE � - _�_� � ", _ . " L_ �,_______ � I - ,-1- .- , __ ,..'-_� constructed upon demand by __ - I i i I I - — — , / _______` __ Albemarle County. Path to be JANUARY 7,2005 I-- � 1� / _,___------�_-�--' � - constructed within the Right of Way of I/ __�__ ,-,-- , _.. ,---** Rt. 20 and maintained by VIDOT. / . /,---,---,-__-.-, .,...'__� NOT IN CONTRACT DRAWN BY: AH CHECKED BY: LW * _,/,--__.�- .1� ..� CM (3) .0 ...01_� .I- "� F A (5) CM (3) \ GV (4) / / GRAPHIC SCALE 30 0 is 30 60 1 1 1 60 = 11111111111111111111111111111111111- I = = ( IN FEET ) so PROPOSED REVISIONS TO APPROVED I LANSGIAPE PLAN ______ - __ - __ ___ __ FOR PLANTING �PURPOSES ONLY NOTE: REVISIONS ANY FUTURE SITE LIGHTING MUST COMPLY WITH ITEM #2 OF SPECIAL NO. DATE DESCRIPTION USE PERMIT REQUIREMENTS. I I I-May�07 Revised per County Review Notes 2 07,july-07 Revised per County Review 1. A three (3) foot wide shoreline fringe planting buffer is required to meet storm water 3 2 1,Aug-07 Revised per County Review management requirements. Refer toi Virginia Storm Water Management Program, 4 10,Sept.-07 Revised per County Review Minimum Standard 3.05 Landscaping for planting specifications. a. Excavate oversized holes around proposed planting sites and backfill with uncompacted topsoil. Planting holes should be five (5) times deeper and wider the growing container. 120 2. See Civil drawings and specifications for grading, limits of grading, and tree protection measures. SHEET TITLE � 3. The site topographic survey was prepared by Draper Aden Associates and provided to John Milner Associates, Inc. John Winer Associates, Inc. does not warrant the LANDSCAPE accuracy of existing conditions and utility location data prepared by others, N, �*.A 4� Prior to commencing planting operations the Contractor shall be responsible or ., securing all required permits and approvals. PLAN 5. No planting operations shall commence until the Contractor had thoroughly reviewed plans and specifications, all other related documents, and verified conditions in the field. 6. The Contactor shall notify the Architect and Miss Utility (1 -800-522-7001 ) a minimum of 48 hours before commencing work. 7. The Contractor shall maintain pedestrian and vehicular traffic patterns and safety at SHEET NUMBER all times on site and on adjacent streets. 8. The Contractor is responsible for fielld-verifying all existing conditions, site improvements, and utilities prior to commencing work. The Contractor shall determine the exact location of all existing utilities prior to commencing work, including = undertaking exploratory excavations as necessary, sufficiently ahead of construction to permit revisions to plans. The Contractor agrees to be fully responsible for all damages that occur by his/her failure to exactly locate all utilities. 9. The Contractor is responsible for protecting all existing plantings and all existing Copyright 2003, G(av6 Elt Holmes Associates P.C. All rights reserved. structures and other site features to remain. . These draydngs may not be used in any manner nor reproduced in 10. The location and quantities of plants shall be by plan measurement. any form without prior consent from GLav6 Et HoLmes AssociatesP.C. Fescue/Bluegrass Seeding Mix Sodded Areas (typ-) Pipe Found Fescue/Bluegrass Seeding Mix .1e loll .00 ol ol ElEley,4:"� PM rim SEEDING, %SOD, & CONSERVATION AREA ZONES .. . .... .... . L 2 SCALE: 1 INCH = 30 FEET -i,la I el -,A'6.'1'1'1-- - —z- Legend Existing Trees to Remain Oo Proposed Trees and Shrubs 111. '-1'-,-.- Mulch Line GRAPHIC SCALE IN FEET mmmmmmmmi 0 30 60 90 ue/Bluegrass Seeding Mix %% I -e-et Civil for stablized p4ing areas detail. '1*ROPOSED REVISIONS TO APPROVEN, LANSCAPEPLAN Sodded Areas (typ-) Areas to receive sod Areas to receive Fescue/Bluegrass Seed Mix Areas to receive Conservation Area Seed Mix r — — — — — i Conservation Areas Zone (Protected) [— 7 Stream Corridor Zone (Protected) Conservation Area Seeding Mix Limits of Conservation Area Zone Conservation Area Zone See Selective Site Clearing Specification. .00 00 00 .�j Shoreline Fringe Planting GRAPHIC SCALE IN FEET 30 .1.0.o :3 ej :4 NN onservation Area Seeding Mix Stream Corridor Zone See Selective Site Clearing Specification. Conservation Area Seeding Mix 'ENTRANCE TO BE ,-R,EM-6VE-D AND AREA RESEEDED 09 -P 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com KAPPA SIGMA FRATERNITY IN ERNATIONAL Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 'T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Engineered Systems, P.C. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 0520 F 804 594 0521 SEAL GLENN W. CUSTIS y. Lic. No. 8)D39 ONAL PROJECT NUMBER 2325 DATE JANUARY 7, 2005 DRAWN BY: AH CHECKED BY: LW REVISIONS NO. DATE DESCRIPTION 1 1 I -May -07 Revised per County Review 2 07 July -07 Revised per County Review 3 21 -Aug -07 Revised per County Review 4 10 -Sept. -07 Revised per County Review SHEET TITLE SEEDING, SOD & iCONSERVATIO PS AREA ZONES SHEET NUMBER L 2 ,Copyright 2003, Glav6 Et Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in ,any form without prior consent from Glav6 F± Holmes Associates P.C.