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HomeMy WebLinkAboutSDP200900020 Plan - Approved Letter of Revision 1 2010-01-19A PROPOSED ADDITION TO TABOR PRESBYTERIAN CHURCH rhy.r 1`' `" - 3t 4 e t S'~<, r, 9'v 7,7,v rz\ j'; M ,. 51 ' y''}°..-1 r .t•r^na ia[ ."$. ar ,a,'7+7,r 't, rul' r' :7 r 'I o. y Y "'h'r 11 7 a '(ter :, s a`•.rn t a , ', s 4 v -. ! :, i qtm.yr t 4 3 t a 4 6 f "'. £' SM S4 G ;, S.) lwi ._ y. o r i x,;,, ,'•, ins w j tf "`.''-b 'z b,. ;¢ ,1'nJ or j ? T iK n sr r+#x 'f: `' a :, 'ice h, ^ a e 'd a+ n , i,... , x y i-` y et III f rsarYyi: d h.. Y • l • .fid` r, ± jj l' ry w shrsFSvG.. i kfh Ar s rr s luai al pda© luawdol^n3() nliunwwoD 941 Aq penaddy pue . 3h'a,!A8b adA at CROZET, VIRGINIA 3 i tx X14 1r :.: 4 .:y %ads` a ..G i'." YWi r3i,i`r. .+,:}+, Fill3 t PRELIMINARY SITE PLAN 23 Mlarch 2009 sheet 0)1 COVER SHEET sheet 02! PROJECT DATA sheet 03 EXISTING CONJDITIONS AND DEMOLITION PLAN sheet 04 LAYOUJT AND DIMENSION PLAN sheet 05 GRADING AND UTILITIES PLAN sheet 06 1 LANDSCAPE PLAN McKEECARSON LANDSCAPE ARCHITECTS - CIVIL ENGINEERS - LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 434-979-7522 sti 1- yo R v s oNs Z 1 11 3rd street se chadottesville, VA 22902 t: 434.295. 8177 www.waterstreetstudio.net xr y 5 t E` v }tiTS J t wFt 1 1 4f, si r. fig. L1,r d r 1 r h+ f h y, 3 4 PRELIMINARY SITE PLAN 23 Mlarch 2009 sheet 0)1 COVER SHEET sheet 02! PROJECT DATA sheet 03 EXISTING CONJDITIONS AND DEMOLITION PLAN sheet 04 LAYOUJT AND DIMENSION PLAN sheet 05 GRADING AND UTILITIES PLAN sheet 06 1 LANDSCAPE PLAN McKEECARSON LANDSCAPE ARCHITECTS - CIVIL ENGINEERS - LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 434-979-7522 sti 1- yo R v s oNs Z 1 11 3rd street se chadottesville, VA 22902 t: 434.295. 8177 www.waterstreetstudio.net Vicinity Map NTS 810 788 240O G LWAY co LU U O 691 c4Y 691 SITE HILL TOP ST TABOR ST 691 MYRTLE ST 400 Standards and Specifications 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 2001. 2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 3. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 2001. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRST EDITION, 1999. General Contractor Notes 1. 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. 2. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 3. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE 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. 4. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 5. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 6. THE 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 LIABILITY, 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". 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. 8. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR. 9. TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND RETAINING WALL PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED. 10. THIS 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 THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY' (1-800-052-7001). 11. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. 12. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLYAPPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 14. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 15. THE CONTRACTOR 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. 16. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL BE MADE AS NECESSARYAT 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. CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS. CONCRETE PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED. 19. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP TO A SINGLE BOX ON EACH BUILDING. Site Clearing Notes 1. CUT AND FILL SLOPES MAY NOT BE EXPOSED FOLLOWING COMPLETION OF CONSTRUCTION. 2. NO CHANGE IN NATURAL OR EXISTING DRAINAGE PATTERNS FOR SURFACE WATERS SHALL BE MADE UPON ANY LOT THAT COULD ADVERSELY AFFECT THE OWNER OF ANOTHER LOT. 3. EXCESS EXCAVATED MATERIAL OR MATERIAL UNSUITABLE FOR FILLING OR GRADING OPERATIONS, MISCELLANEOUS REFUSE OR OTHER ITEMS INDICATED TO BE REMOVED, SHALL BE DISPOSED OF OFF- SITE IN COMPLIANCE WITH LOCAL CODES AND ORDINANCES. Context Map Survey Notes Approvals Adjacent Parcel Information TMP OWNER CURRENT USE ZONING CHARLOTTESVILLE, VA -22903, 434-293_3195 --------- 56A2-01--11 BARER, ROGER L OR FAY F SERVICE STATION COMMERCIAL 56A2-01--10 56A2-01--188 CHILES, HENRY B OR RUTH D COUNTY OF ALBEMARLE SINGLE FAMILY RESIDENTIAL RESIDENTIAL - -_ COUNTY 56A2-01--13 LAWSON, ELIZABETH A SINGLE FAMILY RESIDENTIAL DOWNTOWN CROZET DISTRICT 56A2-01--15 TABOR PRESBYTERIAN CHURCH SINGLE FAMILY RESIDENTIAL DOWNTOWN CROZET DISTRICT International Fire Code(IFC) Notes 1. IFC 1404.1 -SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES. 2. IFC 1404.2 -WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH WORKDAY. 3. IFC 1410.1 ACCESS TO THE BUILDING DURING DEMOLITION AND CONSTRUCTION SHALL BE MAINTAINED. 4. IFC 1404.6 -CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 26, OF THE INTERNATIONAL FIRE CODE, ADDRESSING WELDING AND HOTWORK OPERATIONS. 5. IFC 1414.1 -FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED. 6. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. General Construction Notes for Site Plans 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT). THIS PLAN AS DRAWN MAY NOTACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) 9. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS. 10. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 11. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, 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. 12. ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS SHALL MEET THE LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH (MANUAL ON UNIFORM TRAFFIC DEVICES (MUTCD) STANDARDS, LATEST EDITION. 13. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY TRAFFIC ENGINEER, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 14. ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIM TO CONSTRUCTION BY THE ALBEMARLE COUNTY ZONING DEPARTMENT. 4. CONTRACTOR TO COORDINATE ALL UTILITY LINE ADJUSTMENTS WITH SERVICE PROVIDERS. 5. WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABLE TV SERVICE SHALL BE MAINTAINED, OR INTERRUPTIONS OTHERWISE COORDINATED WITH OWNER, TENANTS, ASSOCIATED AGENCIES AND SERVICE PROVIDERS. 6. CONTRACTOR TO DETERMINE, THROUGH THE OWNER, THE STATUS OF POTABLE WATER SUPPLY TO EXISTING STRUCTURES AND COORDINATE ANY TRANSITION BETWEEN EXISTING AND PROPOSED SYSTEMS. SOURCE OF BOUNDIARY SURVEY ROGER W. RAY ASSOCIATES, INC. TOPOGRAPHY AR40UND DETENTION BASIN 1717-1B ALLIED STREET, CHARLOTTESVILLE, VA -22903, 434-293_3195 --------- WATER COURSES AIDJACENT TO OR ON SITE _ NONE RESERVOIR WATERSHED LICKINGHOLE CREEK WATERSHED SEPTIC SETBACKS NONE FLOODPLAIN LIMITS NONE BENCHMARK FOR S>URVEY SEE EXISTING CONDITIONS PLAN DATUM REFERENCE_ NAVD 88 WATER VALVE ARCHITECTS: BRW ARCHITECTS SANITARY SEWER LINE Purpose of Site Plan Application 1. T.M. %P,2-1-12 (PORITION)MEASURING 0.55 ACRES AND T.M. 56A2-1-14 MEASURING 0.43 ACRES WILL BE COMBINED INTO, ONE TAX MAP PARCEL. 2. TABOR PRESBYTERIAN CHURCH IS PROPOSING TO ADD A FELLOWSHIP HALL TO THE EXISTING TABOR CHURCH LOCATED ON 5804 TIABORSTREET, CROZET, VA. 3. A PRELIMINARY SITE PLAN IS BEING SUBMITTED FOR THE ABOVE STATED REASON. 4. CURRENT SITE FALLS WITHIN DOWNTOWN CROZET DISTRICT WHICH REQUIRES ARCHITECTURAL REVIEW BOARD APPROVAL. 5. A PRELIMINARY ARBI SITEPLAN ALONG WITH OTHER ARCHITECTURAL DRAWINGS WERE SUBMITTED FOR ARB REVIEW AND APPROVAL ON MARCH 16, 2009. 6. NO ADDITIONAL PARWINGWILL BE PROVIDED. THE EXISTING PARKING (APPROXIMATELY 40 SPACES) ON TMP 56A2-01-12 WILL BE /ADEWATE TO SATISFY THE ADDITIONAL REQUIREMENTS. Site Data NAME OF DEVELOPIMENT l TABOR PRESBYTERIAN CHURCH ADDITION PROPERTY / RIGHT-OF-WAY LINE SETBACK LINE OWNER 10 TABOR PRESBYTERIAN CHURCH BUILDING PLAN PREPARER LANDSCAPE ARCHITECTS: WATERSTREET L WATER MAIN ENGINEERS: McKEECARSON 1N W - WATER VALVE ARCHITECTS: BRW ARCHITECTS SANITARY SEWER LINE S - - - S - - S S - STORM SEWER TAX MAP PARCEL TMP 56A2 -1A4, 12 SITE ACREAGE 0.98 ACRES Q ZONING TELEPHONE PEDESTAL RESIDENTIAL, DOWNTOWN CROZET DISTRICT ADJACENT TAX MAIP PARCEL EASEMENT SEE CONTEXT MAP ADJACENT PARCEL. ZONES I RESIDENTIAL, DOWNTOWN CROZET DISTRICT ADJACENT PARCEL. USES L_ CURB MAGISTERIAL DISTIRICT WHITEHALL - CURB WITH GUTTER COUNTY AND STATEE ALBEMARLE COUNTY, VA G- - - G - - PROPOSED USE DRAINAGE AREA DELINEATION CHURCH DA STREAM I I WAIVERS SURFACE PAVING, CURB AND GUTTER WAIVER VARIANCE STORM SANITARY SEWER IDENTIFIER NONE I - A2 SPECIAL USE PERIIMIITS UGE - - -UGE - NONE OVERHEAD ELECTRIC LINE r - OHE OHE - NONE - -------- REZONING - MAX. ACREAGE =,COPIED BY EACH USE I NA UGT UGT - MAX. NUMBER OF [DWELLING UNITS _ - OH r-- -OHF- NA--- REINFORCED CONCRETE PIPE GROSS RESIDENTUAL DENSITY RCP NA SQUARE FOOTAGE: OF RECREATIONAL AREA YD DRAIN NA MAX. SQUARE F00)TAGE OF COMMERCIAL USES TC NA BOTTOM OF CURB MAX. SQUARE F00)TAGE OF INDUSTRIAL USES BC II NA j FLOOR AREA RATICO (IF INDUSTRIAL) CLEAN OUT NA - WATER METER TOP OF THE STAIRS BOTTOM OF THE STAIRS Al I R4 WM TS BS TOP OF THE WALL LOT AREA COVERAkGE (IF INDUSTRIAL) TW NA I _ BW _- _-_ BW - PERCENTAGE AND I ACREAGE OF OPEN SPACE 0.73 ACRES (75%) PROPOSED GRAVEL CIRCULATION AREA 0.125 ACRES MAX. IMPERVIOUS; COVER 0.25 ACRES MAX. NUMBER OF IEMPLOYEES 2 MAX. PROPOSED BBUILDING HEIGHT 24'TO THE RIDGE LINE 27' THE TOP OF THE TOWER REQUIRED PARKINiG TO 1 SPACE PER 3 SEATS= 40 SPACES 11220 FIXED SEATS (PEWS) EXISTING PARKING 40 PROPOSED PARKIPNG - I 0 DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT Reason for Revisions Legend/Abbreviations lu;J EXISTING PROPOSED BENCH MARK ------I PROPERTY / RIGHT-OF-WAY LINE SETBACK LINE j CONTOUR INDEX CONTOUR 10 10 BUILDING PAVEMENT L WATER MAIN W_ - - W_ 1N W - WATER VALVE SANITARY SEWER LINE S - - - S - - S S - STORM SEWER INLET O_L MANHOLE Q TELEPHONE PEDESTAL EASEMENT BITUMINOUS PAVEMENTS 1 I II CONCRETE PAVEMENT L_ CURB CURB WITH GUTTER GAS LINE G- - - G - - G G G - DRAINAGE AREA DELINEATION DA STREAM I I RIPRIP RAP DRAIN IDENTIFIER A-6panSTORM SANITARY SEWER IDENTIFIER I - A2 UNDERGROUND ELECTRIC LINE UGE - - -UGE - UGE UGE - OVERHEAD ELECTRIC LINE OHE- - -OHE r - OHE OHE - UNDERGROUND TELEPHONE LINE UGT - - -UGT - UGT UGT - OVERHEAD TELEPHONE LINE OH r-- -OHF- I O H T O H T REINFORCED CONCRETE PIPE RCP RCP FIRE HYDRANT FH YD DRAIN TOP OF CURB - TC TC BOTTOM OF CURB BC IILOWPOINT DROP INLET ---- LPLP DIDI CLEAN OUT CD WATER METER TOP OF THE STAIRS BOTTOM OF THE STAIRS Al I R4 WM TS BS TOP OF THE WALL 7W TW BOTTOM OF THE WALL I _ BW _- _-_ BW - LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1 194 www.mckeecarson.com 1 1 1 3rd street se charlottesville, VA 22902 t: 434 . 295. 8177 www.waterstreetstudio.net project: TABOR PRESBYTERIAN CHURCH ADDITION 5804 TABOR STREET CROZET, VA for: TABOR PRESBYTERIAN CHURCH CROZET, VIRGINIA job number. drawing: PROJECT DATA revisions: 1.0427-09: COUNTY COMMENTS l'ql,e,Q,LTH pF Gj o BRAJESH K. TIWARI Lic. No.. 043868 V61 SIONAL_,, drawn by: SRK checked by: EKR copyright: a 2008 brwarchitects, P.C. R C H IT E C T S 112 fourth street ne Charlottesville virginia 22902 tax 434.971.7166 phone 434.971.7160 www.brucewardell.com approval date 3/23/09 Preliminary Site Plan seal sheet number 02 Surveyor Notes 1. NO DETERMINATION WAS MADE TO THE LOCATION OR EXISTANCE OF UNDERGROUND UTILITIES, OTHER THAN THOSE SHOWN. 2. MISS UTILITY WAS NOTIFIED PRIOR TO SURVEY (SEE PAINT MARKINGS). 3. CONTRACTOR SHALL CONTACT MISS UTILITY AND FOLLOW MISS UTILITY GUIDELINES PRIOR TO ANY GROUND DISTURBING ACTIVITIES. 4. TREE SYMBOLS SHOW LOCATION OF TREES, BUT MAY NOT REPRESENT THE SIZE OF CANOPY OF TREES. 5. BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. 6. NO TITLE REPORT FURNISHED. THIS PROPERTY SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS, AND/OR COVENANTS THAT MAY EXIST. 7. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF, BRIAN S. RAY FROM AN ACTUAL GROUND SURVEY MADE UNDER ROGER RAY SUPERVISION; ROGER W. RAY ASSOCIATES, INC. 1717-1B ALLIED STREET, CHARLOTTESVILLE, VA -22903, 434293-3195) THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON JAN. 23,2009; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 8. SURVEY DATUM: NAVD88 u I. 3 I. n I . C 1. nLLY- If 0 V I O 133' 480' 280' ' SIGHT DISTANCE TRIANGLES EXHIBIT Existing Sanitary Manhole Elevations MANHOLE 1 TOP=684.15 INV IN NOT ACCESSIBLE CHANNEL NEAR INV IN=678.45 INV OUT TO 277.33 MANHOLE 2 TOP=681.94 INV IN FROM 375.74 INV IN FROM 1=675.39 INV OUT NOT ACCESSIBLE CHANNEL NEAR INV OUT=874.69 MANHOLE 3 TOP=704.31 INV IN FROM 4=699.21 CL INV=699.13 INV OUT NOT ACCESSIBLE MANHOLE 4 TOP=715.38 INV IN FROM NE=710.43 CHANNEL NEAR INV IN FROM SW=709.69 INV OUT=709.74 scale : 1/2" = 40' 0 40 120 200 Surveyor's Legend General Demolition Notes BW BOXWOOD 1. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL CM CREPE MYRTLE OBTAIN ALL REQUIRED PERMITS. CONC. CONCRETE DOUBLE 2. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF DSDI DROP INLETL DOWNSPOUT PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. EGN EVERGREEN ENTR ENTRANCE 3. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR FF FINISHED FLOOR RELOCATED. FH FIRE HYDRANT HP INV HEAT PUMP INVERTTO 4, NO PROTECTED PLANTS SHALL BE DAMAGED, DESTROYED OR REMOVED FROM ANY LOT. LANDSCAPE CONTRACTOR COORDINATE ALL ON -SITE TRANSPLANTINGS AND AREAS TO BE SAVED WITH LANDSCAPE ARCHITECT WM WATERMETER PRIOR TO CONSTRUCTION. CONTRACTOR TO REFER TO LANDSCAPE PLAN FOR SPECIFIC LOCATIONS OF ALL WO WHITE OAK TRANSPLANTED MATERIAL. WV WATER VALVE 5. EXISTING TREES NOT SHOWN ON SURVEY WILL BE FLAGGED FOR REMOVAL ON SITE. CONTRACTOR TO COORDINATE THIS WAMDSCAPE ARCHITECT ON SITE. 6. EXISTING TREES AROUND THE EXISTING PARKING LOT IN T.M. 56A2-1-12 (PORTION) SHOULD NOT BE DEMOLISHED. Boundary Line Adjustment T.M. 56A2-1-12 (PORTION) MEASURING 0.55 ACRES AND T.M. 56A2-1-14 MEASURING 0.43 ACRES WILL BE COMBINED INTO ONE TAX MAP PARCEL. T.M. 56A2-1-18 P/PEFOUND 6R4kFZ OR1W COUNTY OF ALBEMARLE Sfr41'OB"E SE/A/GUSEO D R 3239-737, 741 & 742 PLAT f.83 BYT.N, w -1-1a FROM CORNER \ GR4ks \ \ \ \ \ 7142 71,2 UNCERTAI 1; I \ Z1"`IFILNUT ` OWNERSHIP ,-- - , BUSHES 1 \\ \ \ \ SET vx LOICL/S iGR4 SET Gb y ' BUSH Demolition L-•- • X EXISTING TREES TO BE DEMOLISHED 7 IRON IN X 719.7 719. 71$S FRWE 1 BUILO/ \ 1 1 A(&TAL BU/ NG 1 7757 u gJ z a O U cn rn Q zcili Z ti 0 iCa Eli Jo,4 O r - CK W M Um 0 E x ' : y, ' ' xy , o IRON - I 18"DBL PLE IEE FOUND I X / 4 -n. kik 0 Xx ' 1 AWL SCT/NRGdOT 11X i< , ;Yj, 11 ELE/A- 71 ?S5 \ \ \ 1 ° < k 1 .X, n I O!/.SE ` BUSH = a T.M. 56A2-1-13 I \, yALAWSON / X g ELIZABETH , I o i 1 \ (0 UJ D.B. 3108-357 ; " C , 'xy\ X 5 1 \ 714 - D.B. PLAT I TREES - 718- Q a rn ois BR/CA'M AffA0W ' ,' x X I as L Eli LU S4N/TARY \\ c' I o PW. V746" \i `\` ri 11 II / `' z E0 oI !WAIIOLE GR4t Z • \ EA?R 703 Z _ C ; C \ 1 \ \ i `o` r , 1 I I 1 \\ m h o 1 1 I \ \ E x \ EA/T1Pve ELLER \\ \ TREE TREESc$BUSH S4II I 1 \ 71 O jZ7d60 g EX/STING 1 713.8? 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TABOR PRESBYTERIAN CHURCH CROZET, VIRGINIA job number. drawing: EXISTING CONDITIONS DEMOLITION PLAN revisions: 1.0427-09: COUNTY COMMENTS drawn by: SRK checked by: EKR copyright: c 2008 brwarchitects, P.C. R C H I T E C T S 112 fourth street ne charlottesville virginia 22902 fax 434.971.7166 phone 434.971.7160 IF www.bwcewordell.com approval date 3/23/09 Preliminary Site Plan seal sheet number McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1 194 www.mckeecarson.com s Le w 1 1 1 3rd street se chorlottesville, VA 22902 t: 434 . 295. 8177 www.waterstreetstudio.net project: TABOR PRESBYTERIAN CHURCH ADDITION 5804 TABOR STREET CROZET, VA for: TABOR PRESBYTERIAN CHURCH CROZET, VIRGINIA job number: 0904 drawing: LAYOUT AND DIMENSION PLAN revisions: 1.04-27-09: COUNTY COMMENTS 2.07-24-09: COUNTY COMMENTS 3.09-25-09: DRIVEWAY REVISION drawn by: checked by: ER ER approval date seal sheet number 3/23/09 ( Preliminary ` Site Plan Tota, Proposed Plant List 11 T+- 25 r r7 i SCIENTIFIC NAME j COMMON NAME I 100 Panxrum inrgatum plugsSwltchgrass - --- — ^ --- y I i I r i i-- r I I f Surveyor's Legend BW BOXOD CM C EPEMYRTLE CONC. CONCRETE DBL DOUBLE DI DROP INLET DS DOWNSPOUT DW DOGWOD EGN EVERGREEN ENTR ENTRANCE FF FINISHED FLOOR FH FIRE HYDRANT HP HEAT UMP NV INVERT MAILBOXWMWATERMETER r TERITEVALVE WV W I W A ff 2 y W I 1 Lu N 4 CO U CO o a M 1 Nom° 0, SCIENTIFIC NAME i COMMON NAME _.... Dennstaedtia punctiloba 1 Hay-soented Fern Geranium sp. Geranium Aster cordifolius Wood Aster Plumbago auriculata------_---Plumbago 1 Pachysandra procumbens Allegheny Pachysandra Sareococ ca hookeriana I Sweetbox SCIENTIFIC NAME 80 Ilex glabra_--- S71°39'01-E 201.52' T.M. 56A2-1-13 ELIZABETH A. LAWSON D.B. 3108-357 D.B. 1728-611 PLAT COMMON NAME Inkberry UNCERTAI OWNERSHIP 1 I1 I I 1 \ 1 1 I II OR4VEL OR/Ii/E BE/NG USED BYT,iN. ABA? -1-18 GR9liEL GR4l/EL ORIkE 11 L----- ' 1 1 GR4PH I r 1 L7R/NE r AY 29.6°', b X t e Yi r 1 ET EXISTING BR/CK/MNDOW kwzz \ T.M. 56A2-1-18 COUNTY OF ALBEMARLE D.B. 3239.737, 7418 742 PLAT 11 79.Op DR11lEWAl \ I GROUND MOUNTED \ I HVAC UNITS BELOW Of.) FR9 E BU/LD/N BU/ /N l1ETAL IG L gW z az O r U o Z oz4. ~ Q M gJp M ao U p o AEE 0 718-- i i i CEE TREES,f 9LIS11 y SIC\ / E 12 CONCRETo, Eg9 WCHOR r Ol Y ENCR CHES I j . ki jy kYo- xs - i3Cl• iiyiiit'i4 m r 5Ylit fi Jxeksv drt r> rz « r `lb p fusi En , fk«F' Yv 67BPOPLARU.0. Iflu 231 PLAT145 SIG 16/ o J FE /O ' ` , r -- .>,..1 t},.;, I " " , • I \----------- fl ; --------------------------- 1--- i I ' hI _ 33"Itif7 Jmv I II I \CONCH 7.3 .708 ~ 708 \ \ \ j Iliv EX/STING ICHURCH \ +BRICK ir + + v v GR9l/EL I 1 ` ' I % ° \ \ + + \ \ SqS kj rh i EXIS77NG PARKING LOT( -+40 SPACES) WITHEX/SRNG?REES TO REMA/ NWt I \ = I I 11 FFE 709 h i \ T.M. SW -1-12 (PORTION) 1 D l49NDOW \\ \ I r 0.54 ACRE I \a I 1 p p , I 10.7 HELL15111CEDA14 / I , I D.B. 3406-212 1 1 \ \ \ D.B. 1409-164 HWY P.B. XII -119 \\ I 1 D.B. 155-12 DESC. wY I 1Vr I EX/ST/NGALLEY _ RAIN GARDEN , r \ o \ \ BERE9/NUNCfl9N 4D \ PROPOSE[?`9 K (300 SF BED) CREPE ` I 0vRTLE PROPOSEI" 42 OAK GRAVEL\\ y \ I LIMIT OF NEW DRIVEWAY\ ` I 6'ANPLE 1 UPGRADE \ \ __-_ \\ I DOMINI R EAS T p \ 0" t b ZOP o 1 TO VDOT \ ' \ \ D / ` i rob 00NO W4 -1.41r OV va ENT PAVEMEMI MATERIAIZTO BE MATCHED - - - _ _ - v_.G X - -- __------------D- er'¢Jh:"C+i:'iv.. 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FR9 E BU/LD/N BU/ /N l1ETAL IG L gW z az O r U o Z oz4. ~ Q M gJp M ao U p o AEE 0 718-- i i i CEE TREES,f 9LIS11 y SIC\ / E 12 CONCRETo, Eg9 WCHOR r Ol Y ENCR CHES I j . ki jy kYo- xs - i3Cl• iiyiiit'i4 m r 5Ylit fi Jxeksv drt r> rz « r `lb p fusi En , fk«F' Yv 67BPOPLARU.0. Iflu 231 PLAT145 SIG 16/ o J FE /O ' ` , r -- .>,..1 t},.;, I " " , • I \----------- fl ; --------------------------- 1--- i I ' hI _ 33"Itif7 Jmv I II I \CONCH 7.3 .708 ~ 708 \ \ \ j Iliv EX/STING ICHURCH \ +BRICK ir + + v v GR9l/EL I 1 ` ' I % ° \ \ + + \ \ SqS kj rh i EXIS77NG PARKING LOT( -+40 SPACES) WITHEX/SRNG?REES TO REMA/ NWt I \ = I I 11 FFE 709 h i \ T.M. SW -1-12 (PORTION) 1 D l49NDOW \\ \ I r 0.54 ACRE I \a I 1 p p , I 10.7 HELL15111CEDA14 / I , I D.B. 3406-212 1 1 \ \ \ D.B. 1409-164 HWY P.B. XII -119 \\ I 1 D.B. 155-12 DESC. wYI 1Vr I EX/ST/NGALLEY _ RAIN GARDEN , r \ o \ \ BERE9/NUNCfl9N 4D \ PROPOSE[?`9 K (300 SF BED) CREPE ` I 0vRTLE PROPOSEI" 42 OAK GRAVEL\\ y \ I LIMIT OF NEW DRIVEWAY\ ` I 6'ANPLE 1 UPGRADE \ \ __-_ \\ I DOMINI R EAS T p \ 0" t b ZOP o 1 TO VDOT \ ' \ \ D / ` i rob 00NO W4 -1.41r OV va ENT PAVEMEMI MATERIAIZTO BE MATCHED - - - _ _ - v_.G X - -- __------------D- er'¢Jh:"C+i:'iv.. 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' 1 2 STORY FRAME HODODENORON ' 32.4 B , o 15 "PINESTUMP CONC. a I^W 3 a W Lu oazV a"m 1.2LU cx0 00 O 12"DBL 1 CONCRE PAVED I I env T - e U 5 w) -? ------------' t-------^= --- EtA E PAEM T TERIAL TO LK TCH D / r.A " w— —w— —/—w — —w WITH E TARO STR PAVEME T ERIALS — — — —— T337j1 - - N76°5B27tiYISO 93' 40'Ivwro e. 143-88J ; BLUE PAINT N scale : 1" = 20' contour interval : 2' 0 20 40 80 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1194 www.mckeecarson.com 1 11 3rd street se chariottesville, VA 22902 t: 434 . 295. 8177 www.woterstreetstudio.net project: TABOR PRESBYTERIAN CHURCH ADDITION 5804 TABOR STREET CROZET, VA for: TABOR PRESBYTERIAN CHURCH CROZET, VIRGINIA job number: 0904 drawing: LANDSCAPE PLAN revisions: 1.0427-09: COUNTY COMMENTS drawn by: checked by: SRK EKR copyright: a 2008 brwarchitects, P.C. s 4 6 n 7 a L 290 y 34.971.7 66 approval date 3/23/09 Preliminary Site Plan seal sheet number 06 Total Sheets: 6