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ARB201500089 Plan - Approved 2015-09-15
CADD VERSION PLOT SCALE PLOT DATE 1:1 SAVE DATE COMM N0. 9112.36 DRAWING NO. 911236BA501 ARGH MATG F IBEF TRIM ALUM 10" Bt TUSGI BRIGI MATG GOTT, BRIGI HATE' DOHt t7 Tr \ /CA IT T\I I I lIV. VI \T\LL -1-1 i- I vim :-) BRNG. IN. ALUM. I NC6 JAKE -TS, FIN. FL. 0 v i I A I � !_i \ I I- CIIJ I I /- 7CZ�' iHINGLES TO EXISTING EMENT SEE SPEGS JTTER E D TUSCAN 1 1 HT 51r� L- R ATIO N 1141, _ I I_o II 4 I LE��T 51 ELEVATION ATIO 15 1 fJ Tf1r C \ /1=1. IT SHINGLES TO I EXISTING DEMENT - SEE SPEGS BRNG. SUTTER VENEER TO I EXSTIN6 _ 6E5 � s QUOIN ROHLOGK ,TABLE BRIGK =IN. FL. SPOUT GONNEGTION BOOT T T P )X. FIN. GRADE POINT HIED I rwz?:? oRNG. R." FIN. FL. REAR ELEVATION /4" = II_011 � NLA 617 I:;� ELEVATION 1/211 = 11.011 � 1 r-iaoNi ELEVATION ARGH. SH I MATGH EX ROOF SHI FIBERGEN TRIM - SE ALUM OUT - STAND I N6 ROOF HIT HATER SH BRIGK VE MATGH EX GOTTA6E� HATERTAE D� I VIVL, I I r. I�LI "IV Y LT\VLL Y lIV I L LATTIGE AGGESS TRUSS BRNG. 3ERGEMENT )ING - SEE =G5 DEGORATIVE FIBERGEMENT PANEL FIN. FL. /411 _ 11_011 GENERAL NOTES NOTE I: BRIGK VENEER AND ROOF SHINGLES TO MATGH THOSE USED ON EXISTING BUILDING. BRIGK: OLD VA BRIGK BERKLEY BLEND MODULAR SHENANDOAH SERIES (RED GOLOR). SHINGLES: GERTAINTEED 30 YEAR LANDMARK SHINGLES (WEATHERED WOOD GOLOR). `MALTA op `f 9/4/15 DREW H. KEPLU Uc. No. 8395 i'CHITE 1,51 PROJECT TITLE Westminster Canterbury OF T H E B L U E R I D G E ENTRY DRIVE COTTAGES Architecture T C S Engineering Planning Interiors SFCS Inc. • 305 South Jefferson Street Roanoke, Virginia 24011.2003 540.344.6664 • Fax 540.343.6925 www.sfcs.com PROJECT DESIGNER DHK PROJECT ARCHITECT PHF PROJECT ENGINEER DRAWN BY K66 CHECKED BY APPROVED BY NO. REVISION DESCRIPTION DATE I ADDENDUM #1 09/04/15 DRAWING TITLE EXTERIOR COMM. NO. DATE G 112.36 AUGUST 28, 2015 DRAWING SHEET a v, 3 U UI 0 0 to i c a� E c a� E Q c v a� V) d- 0 0 to N O O 2 y.. O 3 0 to N SHEET N0. DRAWING N0. 1 OF 24 C -1 2 OF 24 C -2 3 OF 24 C -3 4 OF 24 C -4 5 OF 24 C -5 6 OF 24 C -6 7 OF 24 C -7 8 OF 24 C -8 9 OF 24 C -9 10 OF 24 C -10 11 OF 24 C -11 12 OF 24 C -12 F 24 F [14 24 :C— F 24 F 24 17 OF 24 C -17 EF2 :::C-20 22 OF 24 C -22 23 OF 24 C -23 24 OF 24 C -24 WESTMINSTER - CANTERBURY FINAL SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA TITLE DATE COVER SHEET GENERAL NOTES, ABBREVIATIONS & LEGEND GENERAL NOTES GENERAL EARTHWORK NOTES OVERALL PLAN EXISTING CONDITIONS & DEMOLITION PLAN —PHASE 1 EXISTING CONDITIONS & DEMOLITION PLAN —PHASE 2 SITE LAYOUT PLAN —PHASE 1 SITE LAYOUT PLAN —PHASE 2 GRADING AND DRAINAGE PLAN —PHASE 1 GRADING AND DRAINAGE PLAN —PHASE 2 SEE VSMP PLAN STORM SEWER PROFILES FOR SHEETS 13 -16 BMP ANALYSIS /STORM DRAINAGE AREA MAP STORM DRAIN CALCULATIONS UNDERGROUND DETENTION CALCULATIONS RAIN GARDEN DETAILS DETAILS EROSION AND SEDIMENT CONTROL PLAN —PHASE 1 EROSION AND SEDIMENT CONTROL PLAN —PHASE 2 EROSION AND SEDIMENT CONTROL NARRATIVE & DETAILS EROSION AND SEDIMENT CONTROL DETAILS LANDSCAPE PLAN —PHASE 1 LANDSCAPE PLAN —PHASE 2 LANDSCAPE DETAILS SEE VSMP PLAN FOR SHEETS 18 -21 NOTES: 1. THE PURPOSE OF THESE PLANS IS TO SHOW THE BUILDING DEVELOPMENT PLAN FOR REPLACING 5 RESIDENTIAL DUPLEXES WITH 5 SINGLE FAMILY HOMES AND CONSTRUCTING A PARK WITH ADJACENT PARKING. 2. MAINTAIN ACCESS TO EXISTING DEVELOPMENT ROADS AT ALL TIMES. WHEN CROSSING ROADWAY IS REQUIRED, INSTALL PROTECTIVE CONSTRUCTION MATTING AND WARNING SIGNS. PROVIDE FLAG MEN AND ANY OTHER TRAFFIC CONTROLS, INCLUDING TEMPORARY LANES AS REQUIRED TO MAINTAIN ACCESS. SDP 1988 -103 PANTOPS- SHOPPING CENTER MARTHA JEFFERSON HOSPITAL RIVER VIEW PARK DARDEN TOWE PARK f— WW ASSOCIATES AVEMORE SITE ��RgISC��G gICNM Nummumm RIVANNA RIVER VICINITY MAP SCALE: 1 " =2000' KES WTC ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING /ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE & RESCUE ALBERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT SITE DATA DEVELOPER /APPLICANT: WESTMINSTER— CANTERBURY ENGINEER: WW ASSOCIATES, INC OF THE BLUE RIDGE 3040 AVEMORE SQUARE PLACE 250 PANTOPS MOUNTAIN ROAD CHARLOTTESVILLE, VA 22911 CHARLOTTESVILLE, VIRGINIA 22911 (434) 984 -2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITE @WWASSOCIATES.NET SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO WESTMINSTER— CANTERBURY OF THE BLUE RIDGE, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 1594, PG. 087, AND IS INDICATED AS TAX MAP PARCEL TMP 78- 055A6. SOURCE OF BOUNDARY SURVEY: DATED: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECTION AREA: TAX MAP /PARCEL: ZONING: ZMA RELATED TO PROFFERS OVERLAY DISTRICT: WW ASSOCIATES, INC (PROJECT LOCATION ONLY) JUNE 2015 WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: JUNE 2015 ALBEMARLE COUNTY, VA RIVANNA N/A (NON —WATER SUPPLY WATERSHED) 78 -055A6 PRD (PLANNED RESIDENTIAL DEVELOPMENT) ZMA- 1997 -00003 ENTRANCE CORRIDOR EXISTING USE: RESIDENTIAL PROPOSED USE: RESIDENTIAL AND RECREATION TRASH: INDIVIDUAL TRASH CONTAINERS AND DUMPSTERS YARD REQUIREMENTS: THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. BUILDING HEIGHTS: 26' TO PEAK BUILDING UNITS: 5 SINGLE FAMILY BUILDING SETBACKS: 20' FROM PROPERTY LINE 1 ADDRESSED COUNTY ARB COMMENTS RU 8 -26 -15 TH OF I _ DESIGNED BY: PROJECT. SET REV. NO. WJDB WESTMINSTER— CANTERBURY 1 = ENGINEERS DRAWN BY: FINAL SITE PLAN AMENDMENT SURVEYORS REG ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE. Lie. N .122 - -- a DIHR BY: COVER SHEET C -1 � ww ASSOCIATES HFW 0- c'i ° to - I S Po Box 4119 3040 Avemore square PL SHEET NUMBER: ti Lynchburg, VA 24502 Ch�dotte ,11,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 1 o 1 2 4 s`Sj�NAL 21501 1.04 501104C_CS.dwg CIVIL H: AS SHOWN 7/15/15 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE www.wwassociates.net V: NIA 3 0 Z UI 0 0 to i c a� E c a� Q c v a� V) d- 0 0 to N O O 2 y.. O 3 3 0 to N i PARKING: TOTALS BASED ON APPROVED MINOR SITE PLAN AMENDMENT NEW DEVELOPMENT SDP 2006 -109 DATED MAY 17, 2007 (499 + 74 A. TOTAL REQUIRED = 499 B. TOTAL PROVIDED: 753 B. TOTAL PROVIDED = 660 + 27) C. HANDICAP REQUIRED = 13 (2 VAN ACCESSIBLE) ACCESSIBLE) (13 + D. HANDICAP PROVIDED = 28 (8 VAN ACCESSIBLE) 31 (10 VAN TOTALS FOR NEW DEVELOPMENT SDP 2011-0084 5 + 6 + 2) A. SPACES LOST DUE TO NEW DEVELOPMENT: 41 CORRECTION B. SPACES REQUIRED FOR NEW DEVELOPMENT: 74 HANDICAP SPACES BASED ON THE ADA REQUIREMENT OF 2% 8 1 BR UNITS X 1.5 SPACES /UNIT = 12 SPACES 501 TO 1000 SPACES ARE PROVIDED. 26 2BR UNITS X 2 SPACES /UNIT = 52 SPACES SITE PLAN ESTIMATED 10 NEW EMPLOYEES = 10 SPACES GATE VALVE C. SPACES PROVIDED WITH NEW DEVELOPMENT = 95 PLAN D. HANDICAP SPACES LOST DUE TO NEW DEVELOPMENT: 5 I. E. HANDICAP SPACES REQUIRED WITH NEW DEVELOPMENT: 4 (1 VAN ACCESSIBLE) F. HANDICAP SPACES PROVIDED WITH NEW DEVELOPMENT: 6 (0 VAN ACCESSIBLE) TOTAL FOR NEW DEVELOPMENT SDP 2012 -00021 SQUARE A. TOTAL PROVIDED: 28 NEW SPACES HDPE TOTALS FOR NEW DEVELOPMENT (THIS SUBMISSION) S.S. A. SPACES LOST DUE TO NEW DEVELOPMENT: 16 CABLE TELEVISION HK (NO LONGER REQUIRED BECAUSE OF 4 REMOVED DUPLEX UNITS) SSMH B. TOTAL REQUIRED SPACES FOR 5 SINGLE FAMILY UNITS = 10 CURB & GUTTER C. SPACES CONVERTED FROM HANDICAP TO REGULAR SPACES: 2 STA D. SPACES CONVERTED FROM REGULAR SPACES TO HANDICAP: 2 CAST IRON PIPE E. HANDICAP SPACES LOST DUE TO NEW DEVELOPMENT: 0 STD F. TOTAL PROVIDED = 27 (NEW SPACES, NOT INCLUDING EXISTING SPACES BEING MODIFIED) G. HANDICAP SPACES REQUIRED WITH NEW DEVELOPMENT: 2 (1 VAN ACCESSIBLE) H. NEW HANDICAP SPACES PROVIDED WITH NEW DEVELOPMENT: 2 (2 VAN ACCESSIBLE) IPF (NEW SPACES, NOT INCLUDING EXISTING SPACES BEING MODIFIED) SW TOTALS FOR EXISTING AND NEW DEVELOPMENT ZMA- 1987 -009 A. TOTAL REQUIRED: 567 (499 + 74 - 16 + 10) C. B. TOTAL PROVIDED: 753 (660 - 41 + 95 + 28 - 16 + 27) C. HANDICAP REQUIRED: 16* (2 VAN ACCESSIBLE) (13 + 4 -1 [SEE NOTE BELOW]) D. HANDICAP PROVIDED: 31 (10 VAN ACCESSIBLE) (28 - 5 + 6 + 2) NOTE: * THESE CALCULATIONS ARE BASED ON THE BEST INFORMATION AVAILABLE FROM PREVIOUSLY APPROVED SITE PLANS. A CORRECTION HAS BEEN MADE TO THE MINIMUM NUMBER OF REQUIRED HANDICAP SPACES BASED ON THE ADA REQUIREMENT OF 2% OF THE TOTAL PARKING PROVIDE WHEN 501 TO 1000 SPACES ARE PROVIDED. G. SITE PREVIOUS COUNTY OF ALBEMARLE APPROVALS INCLUDING OR ADJACENT TO THIS SITE PLAN: A. REZONING ZMA- 1987 -009 B. SITE PLAN SDP -1988 -103 C. REZONING ZMA- 1997 -003 D. REZONING ZMA- 1999 -009 E. SITE PLAN SDP- 1991 -048 F. SITE PLAN SDP- 2006 -109 G. SITE PLAN SDP- 2008 -017 H. SITE PLAN SDP-2011 -069 OTHER PREVIOUS COUNTY OF ALBEMARLE APPROVALS: A. SITE PLAN SDP- 1998 -003 B. SITE PLAN SDP- 2000 -040 C. SITE PLAN SDP- 2000 -145 D. SITE PLAN SDP- 2001 -010 E. SPECIAL USE 2010 -023 F. SITE PLAN SDP- 2010 -002 G. SITE PLAN SDP-2011-084 GATE VALVE H. SITE PLAN SDP- 2012 -021 I. SITE PLAN SDP- 2014 -055 ABBREVIATIONS AFF ABOVE FINISHED FLOOR FH FIRE HYDRANT RCP REINFORCED CONCRETE PIPE AHD AHEAD FM FORCEMAIN REQ'D REQUIRED ARV AIR RELEASE VALVE FL FLUORIDE RT RIGHT BC BACK OF CURB FOC FACE OF CURB R/W RIGHT OF WAY BF BLIND FLANGE GALV GALVANIZED SAN SANITARY SEWER BFF BASEMENT FINISHED FLOOR GV GATE VALVE SBL SOUTH BOUND LANE BM BENCH MARK HB HORIZONTAL BEND SD STORM DRAIN BK BACK HC HANDICAP SQ SQUARE BOV BLOW OFF VALVE HDPE HIGH DENSITY POLYETHELENE S.S. STAINLESS STEEL CATV CABLE TELEVISION HK HOOK SSMH SANITARY SEWER MANHOLE CG CURB & GUTTER ID INNER DIAMETER STA STATION CIP CAST IRON PIPE INV INVERT STD STANDARD CENTER LINE IPS IRON PIN SET STL STEEL C. L. CHAIN LINK IPF IRON PIN FOUND SW SIDEWALK CMP CORRUGATED METAL PIPE JB JUNCTION BOX TBA TO BE ABANDONED CO CLEAN OUT LAT LATERAL TBR TO BE REMOVED CONC CONCRETE LF LINEAR FEET TC TOP OF CURB CPP CORRUGATED PLASTIC PIPE LT LEFT TS &V TAPPING SLEEVE AND VALVE CY CUBIC YARDS MH MANHOLE TYP TYPICAL D. 1. DUCTILE IRON NBL NORTH BOUND LANE UG UNDERGROUND DIA DIAMETER NIC NOT IN CONTRACT UON UNLESS OTHERWISE NOTED DIP DUCTILE IRON PIPE NTS NOT TO SCALE VB VERTICAL BEND EL ELEVATION O.C. ON CENTER VHD VEHICLES PER DAY ELEC ELECTRIC PE POLYETHYLENE W WATER EOP EDGE OF PAVEMENT PGL PROFILE GRADE LINE WL WATER LINE EOTL EDGE OF TRAVEL LANE PROP PROPOSED WM WATER METER EQPT EQUIPMENT PS PLANTED STONE FOUND WT WATERTIGHT EX OR EXIST EXISTING PVC POLYVINYL CHLORIDE WWF WOVEN WIRE FABRIC FF FINISHED FLOOR PVMT PAVEMENT YDS YARDS NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. TH op r� PNAL NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE EX. SYMBOL LEGEND NEW UGCT BENCHMARK /FFE OHT UGT BOLLARD c O BORE HOLE O ❑D BUILDING COLUMN ❑❑ BUSH © CABLE BOX CEMETERY CONIFEROUS TREE DECIDUOUS TREE DRAINAGE INLET GRATE 0 DRILL HOLE 0 T ELECTRIC PANEL BOX Of ❑E ELECTRIC PEDESTAL ❑E ❑D ELECTRIC TRANSFORMER ❑ OE ELECTRIC MAN HOLE OE FIRE HYDRANT w FLAG POLE © GAS MAN HOLE �M GAS METER GM GAS VALVE © GENERATOR GROUND LIGHT GUY POLE HANDICAPPED PARKING ❑Fi HEAT PUMP ❑Fi 0 IRON PIN 0 LIGHT POLE 1 C MAILBOX p MONITORING WELL 10 0 MONUMENT FOUND El MONUMENT SET 0 8 PANEL POINT 8 POWER METER POWER POLE 0 o ROAD SIGN -o-� SANITARY CLEAN OUT O SANITARY SEWER MAN HOLE 0 S�P SIAMESE CONNECTION s�P U SIGN 0 SPRINKLER HEAD 0 0 STORM DRAIN MAN HOLE 0 Fol TRAFFIC LIGHT POLE Q 0 TELEPHONE MAN HOLE 0 TELEPHONE PEDESTAL 4D- TELEPHONE POLE $ N TELEPHONE JUNCTION BOX TP 61 TEST PIT 6M z TRAFFIC CONTROL BOX 0 TRAFFIC JUNCTION BOX 0 A TRAVERSE 0 ❑D UTILITY MARKER POST ❑o UTILITY POLE COL) 0 VENT PIPE 0 OW WATER MAN HOLE WO ATE WATER METER A w WATER VALVE wv OW WELL 0 YARD GRATE ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charon —,11e, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net EXISTING — — —R/W-- — R/W — – – RAW – – R/W- o OHCT OHCT UGCT UGCT OHT OHT UGT UGT 0 GAS TOB OHE UGE FM SAN UHU UGU W W 0 GAS TOB OHE UGE EM SAN GHU UGU 0 W LINETYPE LEGEND BUILDING OVERHEAD ADJACENT PROPERTY LINE ADJACENT RIGHT -OF -WAY BUILDING COLUMN BOUNDARY PROPERTY LINE BOUNDARY RIGHT -OF -WAY BUILDING SETBACK BUSH LINE CATV OVERHEAD CATV UNDER GROUND TELEPHONE OVERHEAD TELEPHONE UNDER GROUND DITCH CENTER LINE EASEMENT CONSTRUCTION AND GRADING EASEMENT SLOPE EASEMENT SANITARY SEWER EASEMENT STORM EASEMENT STORMWATER MANAGEMENT EASEMENT UTILITIES EASEMENT WATER FENCE BARBED WIRE GUARD RAIL FENCE CHAIN LINK FENCE WOOD FENCE WOVEN WIRE GAS UNDER GROUND TOP OF BANK ELECTRIC OVERHEAD ELECTRIC UNDER GROUND RAILROAD CENTERLINE STREAM CENTERLINE PAVEMENT ASPHALT ROAD CENTERLINE SANITARY FORCEMAIN SANITARY SEWER STORM SEWER TOPO MAJOR CONTOUR TOPO MINOR CONTOUR TREELINE UTILITY OVERHEAD UTILITY UNDER GROUND WATERLINE WETLAND LIMITS NEW — — —R/W-- - -R/W- /W— - - —R/W- -0-0-0-0 E3 E3 E3 TOB TOB FM FM SAN — W W W — DESIGNED BY. PROJECT. RU WESTMINSTER- CANTERBURY DRAWN BY. FINAL SITE PLAN AMENDMENT REG ALBEMARLE COUNTY, VA TITLE: DIHR BY. GENERAL NOTES, ABBREVIATIONS & LEGEND HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE. 21501 1.04 501104C_NDl.dwg CIVIL H: N/A V: N/A 7/15/15 SET REV. NO. 1 DRAWING NUMBER: C -2 SHEET NUMBER: 2 of 24 o, 3 v N 0 Z UI 0 0 tO i c a� E c a� Q c v a� V) d- 0 0 tO N i v, c O 2 y.. O 3 3 0 to N i GENERAL CONSTRUCTION NOTES FOR SITE PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE 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 INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS: (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296 -5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. 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 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS ". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA SUPPLEMENT. NO. I SHEET REVISION I BY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. THE PLAN APPROVING AUTHORITY 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. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE 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 ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF (3) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED. 5. ALL INTERNAL WALKWAYS OUTSIDE OF R /W, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO CURRENT PLUMBING CODE. 10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. 11. SOLID WASTE WILL BE COLLECTED IN LOCATIONS THROUGHOUT THE SITE AND PICKED UP BY PRIVATE SERVICE AS NECESSARY. 12. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. DATE I NO. I SHEET REVISION GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1- 800 - 552 -7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984 -2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS SPECIFIED IN GENERAL NOTE 13. 13. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 15. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT -OF -WAY. 16. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA -CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 17. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1 -3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 18. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOTECH. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 19. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE 20. CONTRACTOR SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER INFRASTRUCTURE. TH Op I� �s`3"ONAL BY DATE MISCELLANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X ", AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY 510006, PANEL NUMBER 0289 WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 4. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. 5. HORIZONTAL DATUM: NAD -83 6. VERTICAL DATUM: NAVD 88 COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE CORPS OF ENGINEERS AND /OR VA DEPARTMENT OF ENVIRONMENTAL QUALITY. 7. A KEY BOX SHALL BE PROVIDED DURING CONSTRUCTION FOR EMERGENCY SERVICES. CONTRACTOR SHALL COORDINATE LOCATION OF THE KEY BOX WITH THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE. 8. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING WATER LINE LATERALS AND EXTEND, REDUCE OR OTHERWISE MODIFY THE LATERAL AS NECESSARY TO INSTALL THE NEW METER CABINET WITH PRV ASSEMBLY. ABANDON UNUSED WATER LINE LATERALS PER ACSA SPECIFICATIONS. 9. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING SANITARY SEWER LATERALS AND RECONNECT THE NEW LATERAL AS NECESSARY. ABANDON UNUSED LATERALS PER ACSA SPECIFICATIONS. DESIGNED BY. RU ENGINEERS DRAWN BY: SURVEYORS REG PLANNERS ASSOCIATES DIHR BY: HFW Po �ox 3040 nvemnre square 1 WWA NUMBER: FILE NAME: Lynchburg, VA 24502 Ch�rlottesvllle, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 21501 1.04 50l l o4c_ND2.Gwg GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE MAXIMUM OF 2 %. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. 8. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 10. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 11. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 12. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 16. EROSION AND SEDIMENT 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. 17. 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. 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ". 19. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. 21. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT, MUTCD AND VIRGINIA WORK AREA PROTECTION STANDARDS. 22. STREET SIGNS SHALL BE INSTALLED BASED ON THE EXISTING SIGN CONFIGURATION ON THE COMPLETED PORTION OF THE STONEFIELD DEVELOPMENT. PROJECT. TITLE: WESTMINSTER- CANTERBURY FINAL SITE PLAN AMENDMENT ALBEMARLE COUNTY, VA www.wwassociates.net GENERAL NOTES DISCIPLINE: SCALE: DATE: CIVIL H: N/A 7115115 V: N/A SET REV. NO. 1 DRAWING NUMBER: C -3 SHEET NUMBER: 3 of 24 v, 3 v �i 0 Z UI 0 0 tO i c a� E v c a� E Q c v a� V) d- 0 0 tO N i v, c O 2 y.. O 3 0 to N EARTHWORK REQUIREMENTS 1. GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE- MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING % CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL NOT BE PERMITTED ON THIS PROJECT. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT AND OWNER. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN f3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP ", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3. EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS /LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS 1/ -INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION /CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR - CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6 -INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10 -FOOT LINE OF STRUCTURES TO 95% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 95% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 95% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 95% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 95% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 95% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 95% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. TH OF � = DESIGNED U : PROJECT: SET REV. No. WESTMINSTER- CANTERBURY W= ENGINEERS DRAWN BY: FINAL SITE PLAN AMENDMENT 1 SURVEYORS REG ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE. Lle. N .122 _____a_ DIHR BY: GENERAL EARTHWORK NOTES C -4 �o ww ASSOCIATES HFW ,rt> �'l ° l0 ° S �>o Box 41 19 3040 nvemore square Pi. SHEET NUMBER: ti Lynchburg, VA 24502 Ch�dotte ,11,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE. Phone: 434316.6080 Phone: 434.9842700 s`Sj�NAL �� W.6080 sSOPhon:4 21501 1.04 501104C_ND3.dwg CIVIL H: N/A 7/15/15 4 of 24 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: NIA o, 3 O UI d- 0 0 to i c a� E v c 9) Q c v a 0 0 to N D+ c O 2 y.. O 3 3 0 U) N i C-�D Q\1 loi( n<�> r� SHEET REVISION O II 7T 0 i i i Lj 1;6 0 0 0 0 SHEET REVISION 1. I / �� TH OF "'�r� r� Lic- N6! 122 jONAL S'0 � RpUTF ?So 1-01 U PHASE 2 PROJECT AREA PHASE 1 — PROJECT AREA 1 131S O�)S pgNoSMo \� UN'I/At CENTER ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net �O OQS Q V �O OQS Q P�� IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 100' 070 m iii 100' 0 100' DESIGNED BY. PROJECT. DDB WESTMINSTER- CANTERBURY DRAWN BY. FINAL SITE PLAN AMENDMENT REG ALBEMARLE COUNTY, VA TITLE: DIHR BY. OVERALL PLAN HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 21501 1.04 501104C_OV1.dwg CIVIL H: 1`100' 7115115 V: N/A SET REV. NO. 1 DRAWING NUMBER: C -5 SHEET NUMBER: 5 of 24 0 l/ U �o �O OQS Q P�� IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 100' 070 m iii 100' 0 100' DESIGNED BY. PROJECT. DDB WESTMINSTER- CANTERBURY DRAWN BY. FINAL SITE PLAN AMENDMENT REG ALBEMARLE COUNTY, VA TITLE: DIHR BY. OVERALL PLAN HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 21501 1.04 501104C_OV1.dwg CIVIL H: 1`100' 7115115 V: N/A SET REV. NO. 1 DRAWING NUMBER: C -5 SHEET NUMBER: 5 of 24 v, 3 W UI tF O 0 to O O O Q G v cn d- O 0 N G O 2 O 3 0 N s Y WAT BOV GENERAL DEMOLITION NOTES 1. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES - TO INCLUDE BUT NOT LIMITED TO ELECTRIC, CABLE, TELEPHONE, GAS, SANITARY SEWER, SEPTIC TANKS, DRAIN FIELDS, WATER AND STORM DRAIN - AND SHALL COORDINATE PROPER PROTECTION, DEMOLITION, RELOCATE AND /OR ABANDONMENT WITH APPROPRIATE OWNER /UTILITY 3G� 10" VC FALL COMPANY. � v 579. _ 2. CONTRACTOR SHALL WALK THE SITE AND BE FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WV o" SOILS DESIGNATION WORK REQUIRED TO CONSTRUCT NEW IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND BE 9 ? \, V,= F TYPE, TYP. UNCLASSIFIED EXCAVATION. - I ` O 1 JVILJ GIVVIIYGGR� IV I flG L.A I GI`I 1 1`IGVGJJ/1R 1 FVR 1 flG IIVJ I/1LLr%I IVI`I VF 1`IGII IIVIFRV V GIVIGIY 1 P11V V VV1 1 81114 I flG 71D LIMITS OF CLEARING AND GRADING. COORDINATE WITH DWG. NO. C -8 AND C -9. .5 4. THE CONTRACTOR SHALL PROTECT ALL PROPERTY AND STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE / DEMOLISHED. DAMAGE TO THE PROPERTY DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO THE OWNER. IF THIS DRAWING IS A REDUCTION DEMOLITION AND RELOCATION GRAPHIC SCALE MUST BE USED DE UNDERGROUND UTILITIES 5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND FIRE HYDRANTS AND STORM DRAINAGE UTILITIES THAT SERVICE ' SHALL BE PROVIDED BY OTHERS ADJACENT PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS. SCALE: 1 = 20 WM ��, 6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD OF DEVELOPMENT COMMENCING WITH A RECORD OF / / IRD HOUSE THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. AFTERWARDS A PHOTOGRAPHIC RECORD SHALL BE � MAINTAINED DURING THE CONSTRUCTION PROCESS. 20' 0 20' STORM STRUCTURE AND STORM Cc PIPE TO BE DEMOLISHED. �' / 7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, TREE /VEGETATION AND UTILITIES NOT INTENDED FOR DEMOLITION CRITICAL SLOPES <25% COORDINA E WITH DWG. Nom SHALL BE MAINTAINED, PROTECTED, AND UNDISTURBED DURING DEMOLITION. CONTRACTOR SHALL COORDINATE THE SOILS DIVIDE, TYP. REMOVAL OF BITUMINOUS CONCRETE PAVEMENTS, CURBS, CURB AND GUTTER AND SIDEWALK WITH DWG. NO. C -6 FOR NEW STOP PIPES %\ AND C -7. 71� ITEMS TO BE DEMOLISHED cC \ G`F OR RELOCATED I MH r P 5783 \ / YIG TOP00 (150 8. SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED INN=5 (1 cVC) -- ��( IN= 564.00 (15" CMP) SHALL BE PROVIDED. - - LIMITS OF CLEARING 12" STAND PIPE IN =S PVC) -- ------ G�1 � IN= 562.70 (24" RCP) TOP= 577.47 0 T= 65.68 15" CMP) �' \ OUT= 562.20 (24" RCP) AND GRADING INV= 574.52\ y F 9. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AS WELL b ` \ AS OSHA REGULATIONS. SOILS DIVIDE \ \ 10. CONTRACTOR'S ACTIVITIES SHALL NOT IMPEDE USAGE OR INGRESS /EGRESS TO ADJACENT USES OR PROPERTIES. APPROXIMATE LOCATION OF - ------ 10' vc ourFALL COORDINATE WITH OWNER MAINTENANCE OF TRAFFIC /PEDESTRIAN CIRCULATION DURING CONSTRUCTION. POND DRAIN. CONTRACTOR SHALL '� I / INV =5 .45 LIMITS OF CLEARING 15" CMP YIG TOP= 547.17 \' G - AND GRADING INV= 547.58 IN= 539.17 (24" RCP) FIELD VERIFY LOCATION AND o DIRECTION OF PIPE. ^ / 43 P INV 56 ` IN= 539.17 (24" RCP) 4D I 15' 15 " -C CMP G UT= 539.07 (24" RCP) REMOVE INLET STRUCTURE EX SMH 9 TOP= 551.92 AND ABANDON PIPE IN PLACE IN= 546.55 (8" PVC) INV= 547.80 �j / /h ��/ r EX. WATERL cF 7 IN= 546.42 (8" PVC) �G` WM - _ / ' / TO BE AB DO / � OUT= 546.32 8 SMH 7 SAN / / (TYP,) / G CMP 8" PVC OUTFALL 5 GAS V IN 4. 3 / INV= 559.62 / YIG TOP= 554.15 5 GAS VALVE �WV UNIT 255 `S �� / Z 1" CM IN= 549.30 (24" RCP) N = 8 OUT= 549.20 (24" RCP) C LIG POLE = 547.80 HYDRAN 5" C P SAN ,_ 71D CO UNIT 257 HYD / f p C S V 53.45 49. / 7 \ 0 / T 5 TRANSFORMER � / \ cf GqS / _ - \ PgNTOp w UCE .87 - -� o w i YIG TOP= 561.02 INV = 560.02 E UNIT 259 GF i O \o \` UNIT 261 \ �_ \ _N \ �s EX SMH 4--*P �.5 SA MH \ / \ IN =54�'. ( SMHo5) - F\ \� \ / \ n \ Q(�= 542.36 (8' S \ \ / WM TRA FORMER SAN � MH PHASING NOTE: \ SqN \ _ 7I ' UNIT 263 I I UNIT 269 5 '&H T = 8 PHASE 1 AND PHASE 2 ARE PART OF A SINGLE / IN =545. 2 UNIT 265 PROJECT TO BE CONSTRUCTED SEPARATELY. PHASE 1 \ o \ \ \ I I IN= 545.02 (8" S 8) WILL CONSIST OF DEMOLITION OF EXISTING DUPLEXES \� \ Sq r I I OUT= 44.92 ( 6) I AND CONSTRUCTION OF NEW SINGLE FAMILY ��� �N RESIDENCES. PHASE 2 WILL CONSIST OF / - �o \� \ �� S% CONSTRUCTION OF THE PARK, PARKING LOT AND 560 � G UGU / ASSOCIATED STORMWATER MANAGEMENT. ��� \ \ \ \� Sq \ co 0 c / r \ H V A �oA� \ S� C / �p 1 4f �PF \ \ 0 0 5 \ \ \ qN \ �� /d OG ' / NLF P 1001 \ \ \\ 50 - ` AN LIMITS OF CLEARINP\ -� AND \ \ OP- RADING ' , (S 7) � 5 c OUT= 54 SMH 5 ?��+�.D EX =55 ji61. - cJ!}Sf O I \ �N 3.93 (8„ S --OUT -54 3 (8�M1�4)) / / O \ 54 0 CFO 18�� � \ i o o 71D \ _ 71D 7203 YIG TOP4" RC' 3 IN= 522.58 (24" RCP) IN= 522.38 (24" RCP) OUT-522.08 (30" RCP) TH OF �r DESIGNED SET REV. N0. PROJECT. WESTMINSTER- CANTERBURY o� = ENGINEERS DRAWN FINAL SITE PLAN AMENDMENT 1 SURVEYORS REG ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE. L1c. N .122 x DIHR BY. EXISTING CONDITIONS AND DEMOLITION PLAN -PHASE 1 C -6 �o yy ww ASSOCIATES HFW do L ®` [ PO Box 4119 3040 Avemore Square P1. SHEET NUMBER: ti Lynchburg, VA 24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: f �% Phone: 434.316.6080 Phone: 434.984.2700 /'��► /�L H: � "�20' 6 1 L N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ANAL www.wwassootates.nel 215011.04 501104C_EX1.dwg CIVIL V. NIA 7115115 v, 3 X W UI d� O O / Q G v V) O O N G 3 0 to N / Z od °�, ° SOILS DESIGNATION CATERED LIVING BUILDING 23B 71CIF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED / \ SCALE: 1 " = 20' H DR l � / DI TOP =5 -7_77 , IN =591.2 20 0 20 OUT =591. (15" R ) � ,_ _ � � 72C3 , 0 _ b CL RING SAND GRADIN 1 CATERED LIVING BUILDING 1 \ CRITICAL SLOPES <25% I — — — SOILS DIVIDE, TYP. ITEMS TO BE DEMOLISHED \ � DI TOP= 590.39 OR RELOCATED _ CLEARING AND GRADING mom ATION VALVES :0 ` I _ _ SOILS DIVIDE TO BE RELOCATED TOP= .00 ---------------- PED I jIRV w S H IRRIGATION VALVES TO BE--RELOCATED (TYP.) 71C SN HC I DEMOLITION AND RELOCATION I OF UNDERGROUND UTILITIES SHALL- 3E-- PROVIDED BY OTHERS BISHOPS RIDGE ROAD — YARD DRAINS AND PIPING LIMITS OF CLEARING GENERAL DEMOLITION NOTES SHALLBE VACATED IN PLACE AND GRADING — SEE DWG. No. C -6 FOR DEMOLITION NOTES. TRAN�*�MER \ YIG 1 72C3 ` EXISTING RESIDENCE PHASING NOTE: / UNIT 248 I UNIT 244 I PHASE 1 AND PHASE 2 ARE PART OF A SINGLE I PROJECT TO BE CONSTRUCTED SEPARATELY. PHASE 1 I - WILL CONSIST OF DEMOLITION OF EXISTING DUPLEXES 71D I OR 5 DI TOP= 583.45 AND CONSTRUCTION OF NEW SINGLE FAMILY l UNIT 246 I 79. 15" cP) OUT.01 (1 RCP) RESIDENCES. PHASE 2 WILL CONSIST OF o - 9.7 7 " R OUT=576.60 (22 4" RCP) CONSTRUCTION OF THE PARK, PARKING LOT AND U ASSOCIATED STORMWATER MANAGEMENT. ` \ M p \ � N P i war Bov 10" pVC FALL 72C3 � II / EX. WATERLINE TO - - LIMI�OF CLEARING �� V 579. BE ABANDONED AND GRADING (TYP.) N> \ 0 =579 I PANTOPS MOUNTAIN ROAD 71D i wM I / IRD HOUSE / c GAF MH T P 57QJ./ ' 83 YIG TOP= 567.40 1 =567.1 (1 CMP) I ` IN= 564.00 (15" CMP) 12" STAND PIPE IN _ 5 PVC) � / IN= 562.70 24" RCP i � � ( ) TOP= 577.47 0 T= 65.68 (15" CMP) ' \ OUT= 562.20 (24" RCP) \ ` INV= 574.52 \ G� G F �- TH OF �r DESIGNEJDB PROJECT. WESTMINSTER— CANTERBURY SET REV. N0. o� = ENGINEERS DRAWN FINAL SITE PLAN AMENDMENT 1 SURVEYORS REG ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE. Lie. N .122 x DIHR BY. EXISTING CONDITIONS AND DEMOLITION PLAN —PHASE 2 C-7 � ��yy ww ASSOCIATES HFW OA L ° ®` [ PO Box 4119 3040 Avemore Square P1. SHEET NUMBER: ti Lynchburg, VA 24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE. �% 5��. ��� Phone: 434.316.6080 Phone: 434.984.2700 /'��► /�� H: 1 " =20 7 1 L 4 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ANAL www.w associates.net 21501 1.04 5011040 EX2.dwg CIVIL V. NIA 7115115 v, CL 3 UI O O a>' E c a>' Q G v V) d- 0 0 N G 3 3 0 to N i MILS WAT BOV �� 10" VC FALL V 579. M wV =579 o' .5� PROJECT AREA PHASING NOTE: PHASE 1 AND PHASE 2 ARE PART OF A SINGLE PROJECT TO BE CONSTRUCTED SEPARATELY. PHASE 1 PROJECT AREA / �\ WILL CONSIST OF DEMOLITION OF EXISTING DUPLEXES MAW wM \(, AND CONSTRUCTION OF NEW SINGLE FAMILY \ / \ BIRD HOUSE RESIDENCES. PHASE 2 WILL CONSIST OF / \ \ / CONSTRUCTION OF THE PARK, PARKING LOT AND / ASSOCIATED STORMWATER MANAGEMENT. / MH T P 576.83 �C Gc� � YIG TOP= 567.40 IN =567 1 (1 CMP) IN= 564.00 (15" CMP) 12" STAND PIPE IN =5 PVC) -------- Gj1 IN= 562.70 (24" RCP) TOP= 577.47 0 T= 65.68 y15" CMP) 2 ' \ J \ OUT= 562.20 (24" RCP) INV= 574.52 / , G� F l �j � O G -1\ G9 71 70� ��- F IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 6%w%�� 20' 0 20' \ O % • 10' VC OUTFALL \ / 3 CG -2 \ \ INV =S .45 15" CMP YIG TOP= 547.17 INV = 547.58 IN= 539.17 (24" RCP INV 56 IN= 539.17 (24" RCP ) I G LD 15 15" CMP 39.07 (24" RCP ) EX SMH 9 TOP= 551.92 INV= 547.80 CG - 12 IN= 546.55 (8" PVC) 11 / �/ WM STAMPE IN= 546.42 (8" PVC) 1 / ° +` CONCRETE 7 cME G OUT= 546.32 (8" SMH 7) ----- DRIVEWAY N 4. � IN PVC ourFALL � CG -1 , NV= 559.62 / FFE= 574.75 Wi uu YIG TOP = 554.15 / z 15 CM � N IN= 549.30 (24" RCP) INV= 8 OUT= 549.20 (24" RCP) C �L HYDRAN � / � � I =547.80 � Gq \ 5' C P CG -2 V 53.45 u�fPVC GqS ii / 7 ` 1\5fp.� c C NV =5 \ � L- - - i � � � ° • ° � CG -12 W E qS i ucE - "G `� ✓ / \ �-- Z�' W pgNTOp G -12 uue V =5 .87 � -�d� � F CG -2 \ 3 \0� \ \ \ \ I FFE= 568.75 ^ NV =56 0.0 61.0 D CGi 12 CG -1I2 CG 12 > Q EUE �o CG -2 o o CG- 2 .� NEW WATER VALVE ASSEMBLY, �Cli TYP. / `F 001, 4 e TELE \ \ EX SMH 4--f P� .51 `SFE�43.01 (6" L RAi�- \ IN =54�'. (_SMH05) - F� \� FFE25 3.25 20, \ 41_= 542.36 (8' SN�� � \ ` \ \ \ / � 33' \ \ rRA7 2� .8g FFE= 553.00 EX SMH I T =55 .8 FFE= 557,50 IN =545.2 " i \ \ \ \ IN= 545.02 8" S H 8) \ .0 \ \ �! 4' / 1 I I OUT= 44.92 S 6) o Sq �\ \ 560 �T 0 o� v \ SqN I--1 7•4 ' --I � 1� � � � �A� � � � � �� 5 \ \ - -- - ' NLF P 1001 \_�� RAIN GARDEN, SAN 0' P S s 8 �o Sq TYP. (' 7) SAN OUT =54� SMH 5 o �q/� N ES 550 \ \ IPF � -,5 � 4a 44 \ - \ � EX Sulu H = 55 � � - - - - -- / 1 �J � o \ 0 93 (8„ S I \\ \ \ 61UT 3 (8�M1�4 / / i 0 \ \54 2 \ \ � R � o o \ o o 0� i o'o \ \� YIG TOP= 528.73 IN= 522.58 (24" RCP) IN= 522.38 (24" RCP) OUT= 522.08 (30" RCP) Z NO. SHEET REVISION BY I DATE I N0, SHEET REVISION Em TH op r� L CN6�122 -� ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net DESIGNED BY: PROJECT: DDB WESTMINSTER- CANTERBURY DRAWN BY: FINAL SITE PLAN AMENDMENT REG ALBEMARLE COUNTY, VA TITLE: DIHR BY. SITE LAYOUT PLAN -PHASE 1 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: 21501 1.04 501104C_SP 1. d wg CIVIL H: 1"=20' 7115115 V. NIA SET REV. NO. 1 DRAWING NUMBER: C -8 SHEET NUMBER: 8 of 24 v, 3 UI d� O 0 to / c W E c W Q c v V) d- 0 O to N Q1 G 3 0 to N / Z CATERED LIVING BUILDING •- M •• PROJECT AREA SN HC CATERED LIVING BUILDING /--CG -12 / 1, - - t H� M �L)R 1 598 l l DI TOP =5 7 Lu IN =591.2 1. 6 0) OUT =59 4 596 ADJUST BASE OF LIGHT AS REQUIRED CG -12 1 \ FOR GRAD ADJUST BASE OF', LIGHT AS REQUIRED F R G DING \ DI T P =59 .39 RELOCATE EXISTING s s o CG -12 CG- 2 IRRIGATION VALVE mom I ` CG -12 ❑ TEeE RED ? / _ jIRV IRV co r R23• '`� 9 - -594- 592— 590 CG -12 - CG-6 ------ NEW RETAINING/ 5 N— -SEATING BALL N 4 I � - - ❑1 = TR • �i• �� v - :0 NEW RETAINING WALL WITH SAFETY RAIL. EXISTING RESIDENCE UNIT 248 j -- ----- - - - - -- - -- - STAMPED COLORED CONCRETE T DI TOP= 584.54 IN- 79.89 (15" RCP) OUITI--579.79 (18" RCP) u VAb RELOCA EXISTIN LIGHTIN 2P +(W 1 0 BISHOPS RIDGE ROAD - DI TOP= 583.45 IN= 578.01 (18" RCP) OUT= 576.60 (24" RCP) LOW °1, c� 6- 7 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 61616666 20' 0 20' NUTWl.[e11111.[+>111:0 PHASE 1 AND PHASE 2 ARE PART OF A SINGLE PROJECT TO BE CONSTRUCTED SEPARATELY. PHASE 1 WILL CONSIST OF DEMOLITION OF EXISTING DUPLEXES AND CONSTRUCTION OF NEW SINGLE FAMILY RESIDENCES. PHASE 2 WILL CONSIST OF CONSTRUCTION OF THE PARK, PARKING LOT AND ASSOCIATED STORMWATER MANAGEMENT. G �� 10" VC FALL STANDARD wAT Bov - - � V 579. CONCRETE WV PROJECT AREA - - -� DETECTAAL NING =579 SURFACE, TYP. \ I PANTOPS MOUNTAIN ROAD ' s�po \ I � PROJECT AREA LIGHTING NOTE: wM� / STAMPED NEW EXTERIOR PARKING LOT LIGHT FIXTURES WITH / / COLORED \ NEW PARK BIRD HOUSE \ / \ / LAMPS THAT EMIT 3,000 LUMENS OR MORE MUST BE CONCRETE FULL CUTOFF FIXTURES IN ACCORDANCE WITH 6" CURB BENCHES ALBEMARLE COUNTY ORDINANCE AND COMPLY WITH \ DARK SKY. SPILLOVER TO ADJACENT PROPERTY SHALL 12" CURB CUT TAPER LAST 3' — NOT EXCEED ONE -HALF (1h) FOOT CANDLE. NEW OF CURB \ \ \ FIXTURES ON RESIDENTIAL UNITS SHALL EMIT LESS / GAF MH T P 57QJ.83 � YIG TOP- 567.40 THAN 3,000 LUMENS. I =567.1 (1 CMP) IN= 564.00 (15" CMP) 1 12" STAND PIPE � IN =5 "PVC) � � � 5 \ IN= 562.70 (24" RCP) \ J OUT= TOP= 577.47 0 T= 65.68 (15" CMP) 2 562.20 (24" RCP) - INV= 574.52 /'0000 GAF 6 16 V a TH OF �r DESIGNED BY: REV. N0. JDe. PROJECT: WESTMINSTER— CANTERBURY o� = ENGINEERS DRAWN FINAL SITE PLAN AMENDMENT 1 SURVEYORS REG ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE. Lic. N .122 a DIHR BY. SITE LAYOUT PLAN -PHASE 2 C -9 �o ��yy ww ASSOCIATES HFW A L ®` [ PO Box 4119 3040 Avemore Square P1. SHEET NUMBER: ti Lynchburg, VA 24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: ��� Phone: 434.316.6080 Phone: 434.984.2700 /'��► /�� H: "��� NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE ANAL www.wwassootates.nel 215011.04 501104C_SP2.dwg CIVIL V. NIA 7115115 9 of 24 3 0 UI d� O 0 to c a� E c 9) c v Q_ V) O 0 to N c 2 y.. 3 3 0 U) N / Ma `77� LWAT BOV - - - - -- A / /� _► �1' wM \ \BIRD HOUSE 12" STAND PIPE 0 EX TOP= 577.47 INV= 574.52 h^ „ p 4=5 10" VCS KV 5 79. J Q� ATI IPES. 2 \ � O / 7A A L J J'581' \ GR �\�C 0' \ \ YIG TOP= 567.40 IN= 564.00 (15" CMP) 51 IN= 562.70 (24" RCP) \ J \ r OUT= 562.20 (24" RCP) ' � � F 7 .29' \ \ - -- - 10' VC OUTFALL - - -_ \ INV =S .45 .66' P INV 56 OR ` �^ I 15" C 4^ 46 ° \ - 70 46' BW c NOTE: ROOF DRAINS SHALL BE PIPED TO RAIN GARDENS. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF DOWNSPOUTS WITH ARCHITECTURAL PLANS. EX SMH 9 TOP= 551.92 IN= 546.55 (8" PVC) 15" CMP INV= 547.58 15 " CMP INV = 547.80 GR i TW 70 27, ° R IN= 546.42 (8" PVC) / 7' G 7 OUT= 546.32 (8" SMH 7) 1. 7' / 70.76' BW > CMP Tw AX IN 4. i \ 70.89' 70.82 / \ / / GR GR GR 31 FFE= 574.75 71 HEI ' ✓ \� C S �� YIG TOP = 554.15 \ Z IN= 549.30 (24" RCP) 70 42, 69.62' 6 .14' OUT= 549.20 (24" RCP) BW R \ / \ F 70.54' GR 72. � 2 69.50' III \ \ GR BW G 69.07' 568 5 cr H 1 L7 \ G V 53.45 / VC qS NV =5 GR % �° :� 4.08' 64.58' ice 8.45' 6 \ \ UG \ \\ > UG U E > U E UGE UG - �� 67.66 64.5 IN uGE > E _ _ BW V v _ UG - GAS z \ ✓� \ GR �� cR 6� - , 61.78' ��NTOpS //wou� � �16 6' �HEI - � TIUN w W 65.78' o \ \ - - I 6 1 \ TW BW G2.71' ® 58. 9' I \ D \ z R FFE= 568.75 65.97' G Tw 63.47' ; �11000 BW 1 ► 52.1 1 �� � � O J_ \ � 6 .78' 5 .79' \ ` GR ' G o 62.89 N 6 64.49' ew 3: _-�-552 GR 63.77' GR 63.06' 60.00' M \ �� A .43' GR GR \ 5 52.54' �s `� _ G N 63.06' 58.5 ' 0 57.10' G 52.5' GR �o 64� \ V� 5 j 62.66' GR r BW 4 GR -cs 54.00' 54 00, 9 GR 62.96, GR ^ /J �- 60. TW �� s BW GR NO. SHEET REVISION 19 L .9 % G�ti tio0 F IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 20' 0 20' YIG TOP= 547.17 IN= 539.17 (24" RCP) IN= 539.17 (24" RCP) �\ OUT= 539.07 (24" RCP) �j wM 0_ "" CM ' \N V= 8 ' C 547.80 G� \ WV/ LHYDRAN J 60.7 52.73' 52.25- \ 51.48' _ 61.43' � TELE \ �S EX SMH 4 0P �.51 ��� GR / 58.22' 6 GR R SMH (6" kpAi�- Sq� `� _\ 562 \ 57.25' .23' 52.86' \ \ \ \ BW GR 57.17' 56.27' Tw BW 18 52.86' GR O� \ IN =54�'- � 8 SMH05) / (yqN GR � \ (8 F GR �' FFE - 53.25 41�= 542.36 (8' Slv �� _ 59.4 \ \ BW.00 - °� \ �� 59:24' / r FFE- 553.00 � qN \SJrQ GR 58.52' I hry 0.23 EX SMH T -55 .8 G / FFE =557 50 h R IN =545\ ( " \ \ \ 59.53' \ \ IN= 545.02 8" S H 8) \ MGR 1 26 . S �o \\ \ \ \ _� 59 18' � �.GR 57.41' � R 56.00' GR.45' OUT- 4492 6 P� � o \/� GR 54.24' GR R 48.97' 560\ \ 4. 8' GR 54.02' 49.79' \ 52.49' 51 0 a \ / \ GR GR . GR GR GR 0. 4' a ° GR \ � ST 0 ° p \ \ \ \ \ 0 \ 6' 49.51' J� / \/ �IP F \ SqN 54.3 R 0 ^ GR GR \ /o \ \ � \ \ GR �� /d I NLF P 1001 550 RAIN GARDEN, - 2 -- - AN � oP- �6 TYP' S ► 6 SAN � �\ OUT =54�S SMH )5 SAN S\� \ \� \i 393 (8„ S \\ \ \ 0T�54\ (p8Ml\4 \S�i O / 0 p / \ \ o � \ \ ` �0- �0 YIG TOP= 528.73 IN= 522.58 (24" RCP) IN= 522.38 (24" RCP) OUT= 522.08 (30" RCP) SHEET REVISION TH OF r Lie. N6! 12 jONAL ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net DESIGNED BY: PROJECT. DDB WESTMINSTER- CANTERBURY DRAWN BY: FINAL SITE PLAN AMENDMENT REG ALBEMARLE COUNTY, VA TITLE: DIHR BY. GRADING AND DRAINAGE PLAN -PHASE 1 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 21501 1.04 501104C -GP l.dwg CIVIL H:1"--20' 7115115 V: N/A SET REV. NO. 1 DRAWING NUMBER: C -10 SHEET NUMBER: 10 of 24 3 UI 0 0 / Q v cn O O N p1 y.. 3 0 to N / Z CATERED LIVING BUILDING •- M SN HC CATERED LIVING BUILDING �5' GR H� M �L)R 1 5g8 ° / l DI TOP =5 7 Lu IN =591.2 1. OUT =59N 0 � 596 / � 1 1 0 I —594— \ � DI T P =59 .39 \ S S 0 �R W �\ 89.40' — _ 5( __ TIC 89.63' � � °o 5' E I 89.5 90.13' � TC TC 9 .13' — �S9 9 91' �a IRV • ° T — O — TC / I ° 88.90' TC IRV 90.16' TIC _ 89.90 0.68' 89.98' - -- I TIC TC 90.45' I C — -- - - - - -- 100 LF OF 36" 90.27' TIC ' TIC 88.39' UGD PIPS I GR 5 87.84' 4 � I � BISHOPS RIDGE ROAD - / n \v 400 101, 6- 7 :. .._ 5.83' PED r, • , •• • bb ro 82.00 iBW .. • 82. BW 041 _ ��I� EXISTING RESIDENCE �. _ - �I�� UNIT - : -.- �I�.��II I � BISHOPS RIDGE ROAD - / n \v 400 101, 6- 7 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 61616666 20' 0 20' 4.3 B 84.00' IN= -5 �'�'��` DI TOP= 584.54 h DI TOP= 583.45 79.89 (15" RCP) I / IN= 578.01 (18" RCP) 8 .00' T�� + OU�579.79 (18" RCP) EX OUT= 576.60 (24" RCP) BW ` 584 _ IZ / I WAT BOV a� 10" VC FALL V 579. �WV =579 \ I PANTOPS MOUNTAIN ROAD I / \ I / BIRD HOUS \ IN TOP00 IN= 564.00 (15 (15" CMP) 12" STAND PIPE _ Fj1 IN= 562.70 (24" RCP) \ \ I TOP= 577.47 j 2 \ J \ OUT= 562.20 (24" RCP) INV= 574.52 v a TH OF �r DESIGNED BY: REV. N0. JDe. PROJECT: WESTMINSTER— CANTERBURY o� = ENGINEERS DRAWN FINAL SITE PLAN AMENDMENT 1 SURVEYORS REG ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE. Lic. N . 122 a DIHR BY: GRADING AND DRAINAGE PLAN -PHASE 2 C -1 1 �o ��yy ww ASSOCIATES HFW A L ®` [ PO Box 4119 3040 Avemore Square P1. SHEET NUMBER: ti Lynchburg, VA 24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: f �% Phone: 434.316.6080 Phone: 434.984.2700 /'��► /�L H: =20' 1 1 1 L N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ANAL www.wwassootates.nel 215011.04 501104C_GP2.dwg l� Y V. NIA 7/15/15 v, 3 CL U� d� O O to O O E -v O O E Q G v a>' V) d- 0 0 to N O O 2 y.. O 3 3 0 N i Z [I N0. I SHEET REVISION SHEET REVISION ,TH OF � o r� Lie. N . 122 - - -- ��, �t- to- ls��wwa ° 01 595 595 Go 590 LO 590 585 585 580 580 575 575 570 570 P;Lf 565 565 560 560 555 555 550 550 o .n 545 o M M 545 540 540 9 +50 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: AM ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net DESIGNED BY. PROJECT: DDB WESTMINSTER— CANTERBURY DRAWN BY. FINAL SITE PLAN AMENDMENT REG ALBEMARLE COUNTY, VA TITLE: DIHR BY. STORM SEWER PROFILES HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: 21501 1.04 501104C_PP l.dwg CIVIL H: AS SHOWN 7115 / 15 V. NIA SET REV. NO. 1 DRAWING NUMBER: C -12 SHEET NUMBER: 12 of 24 KA 3 0 cUI 0 0 c a� E c a� Q c v V) d- 0 0 N i v1 c O 2 O 3 3 0 to N i FRAME & COVER (SEE FIG, S - I - D,E) SLOPED AREA 21-0Ir STREET SURFACE OR NON -PAVED AREA V- 0'r MAX RUBBER COATED STEEL a V COMPRESSION x 3/4' MALE PIPE C13LIPUNG 1 STEPS CAST IN PLACE AS DIRECTED. MARKER LOCATION MAY BE SUBJEC GENERAL NOTES, 3' 0" MIN PRECAST REINFORCED FINISHED GRADE ° FOR USE ON ATTACHED SINGLE FAMILY 2- DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) CONCRETE SECTIONS 7 12" MIN 4. AND IRRIGATION SERVICES. "D" RING SEALS d 16" MAX M.J. GATE VALVE WATER MINIMUM ELEVATION 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4 8'-0" Min. 4'-0" Min- a' if 2500 P.S.I. DIFFERENCE ACROSS M.H.5" CONCRETE q 2'x 2' BEARINGAREA. THRUST BLOC C o OR APPROVED EQUAL a ¢ NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. TYPICAL GATE VALVE FROM INLET TO OUTLET NTS . ti. FIG. W- 5 BOTH SIDES OF THE RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. MINIMUM II ". TD -8 SHALL BE 0.20 FEET. CONCRETE COVER /2 12 -1 RES IDE HTI AL SERVICE WHERE AN IRRIGATION 6• CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS CONCRET " CONSTRUCTION, 6 FEET FOR ALTERATIONS. COURSE OF THE PAVEMENT SUBSTRUCTURE. VARIES DEPTH OF FLOW FILLETS Y ii AREA OUTSIDE OF AREA OUTSIDE OF BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER PARALLEL �3 CHANNEL TO BE THE MARKED CROSSWALK AREA I LI CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, TOP OF FILL IIIJISHE❑ GRADE OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 3/4 DIAMETER O CROSSWALK CR CROSSWALK L o 0 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT U TYPICAL PLACEMENT �CROSSWALK METER BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE t2:1 MAX CONTRIBUTING HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS r 12:1 MAX (WITH BUFFER STRIP) WITH BUFFER STRIP UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 1/4 BEND CC' FL 1%, �VDOT ROAD AND BRIDGE STANDARDS 5• MIN* AND USED BY PEDESTRIANS. y(� SEWER. 8- RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT SHEET 2 OF 5 502 AT )K 2" HIGHER THAN THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS , EDGE OF PAVEMENT PERPENDICULAR TO THE CURB. e 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT 1 A FILLETED INVERT FOR A SMOOT 3 TYPE C LATERAL INSTALLATION TRANSITION OF FLOW BETWEEN PARALLEL & PERPENDICULAR INLET & OUTLET PIPE SHALL B W-6 _ -• I I rn �n rr I n MIN. 1/10 D � BEDDING EARTH PROVIDED. TD -9 MIN. 6" B EDDING 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL(, NOTE Wf NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FCT+iE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON- EXTENDED BASES. BACKFILL MATERIAL IN ACCORDANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED INSIDE AND OUT. N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN D.e� m N.T.S VIRGINIA DEPARTMENT OF TRANSPORTATION 303 FIG. S - I - A h VARIABLE 4' MINIMUM - TD -21 ( PAY LIMITS Z NO. SHEET REVISION PLACE 5' GALVANIZED ' WITNESS " POST WITH V COMPRESSION x 3/4' MALE PIPE C13LIPUNG CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJEC GENERAL NOTES, TO HIGHWAY DEPARTMENT APPROVAL: -- FINISHED GRADE 0 FOR USE ON ATTACHED SINGLE FAMILY 2- DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) = ADJUSTABLE VALVE BOX W/ LID 7 WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 4. AND IRRIGATION SERVICES. L f•I ir .;1 8 ..;,; TRUNCATE DOME 4' M.J. GATE VALVE WATER LINE 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4 8'-0" Min. 4'-0" Min- a' f� k 2500 P.S.I. 20:1 CONCRETE q 2'x 2' BEARINGAREA. THRUST BLOC C o OR APPROVED EQUAL a ¢ NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. TYPICAL GATE VALVE a11�� NTS . ti. FIG. W- 5 BOTH SIDES OF THE RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. MINIMUM II ". TD -8 Z NO. SHEET REVISION BY I DATE I N0. I SHEET REVISION SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4 ". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45 ° 0'0" IN LINE WYE -TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 ROADWAY GRADE IN PERCENT V COMPRESSION x 3/4' MALE PIPE C13LIPUNG CG -1z CG -2 OR APPROVED EQUAL GENERAL NOTES, 0 1 L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. _I FOR USE ON ATTACHED SINGLE FAMILY 2- DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) 8' RESIDENTIAL SERVICES DP. DUAL RESIDENTIAL WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 4. AND IRRIGATION SERVICES. RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE 8 ..;,; TRUNCATE DOME 4' WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 10:1 MAX d11 2 "R 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP TYPE 8'-0" Min. 4'-0" Min- a' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. A 20:1 TYPE A PERPENDICULAR I' COMPRESSION x 3/4- MALE PIPE COUPLING 4. IF RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO o OR APPROVED EQUAL THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF CONSTRUCTION ° ° PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. - a11�� 5- REQUIRED BARS ARE TO BE NO, 5 X B" PLACED 1' CENTER TO CENTER ALONG . ti. 5' MIN BOTH SIDES OF THE RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. MINIMUM II ". t2 :1 MAX - FOR USE ON DETACHED SINGLE FAMILY CONCRETE COVER /2 12 -1 RES IDE HTI AL SERVICE WHERE AN IRRIGATION 6• CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS METER IS NOT PROVIDED. ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. CONSTRUCTION, 6 FEET FOR ALTERATIONS. COURSE OF THE PAVEMENT SUBSTRUCTURE. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED TYPE B Y ii AREA OUTSIDE OF AREA OUTSIDE OF BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER PARALLEL �3 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY THE MARKED CROSSWALK AREA I LI CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, TOP OF FILL IIIJISHE❑ GRADE OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS b b N CROSSWALK CR CROSSWALK L o 0 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT U TYPICAL PLACEMENT �CROSSWALK METER BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE t2:1 MAX Box HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS r 12:1 MAX (WITH BUFFER STRIP) WITH BUFFER STRIP UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 1/4 BEND CC' FL 1%, �VDOT ROAD AND BRIDGE STANDARDS 5• MIN* AND USED BY PEDESTRIANS. y(� TYPE A (PERPENDICULAR) APPLICATION 8- RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT SHEET 2 OF 5 502 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 4' AT )K 2" HIGHER THAN THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS , EDGE OF PAVEMENT PERPENDICULAR TO THE CURB. AT )K )K , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT CORPORATION STOP ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TYPE C LATERAL INSTALLATION TRAFFIC.REFER DEPTH. OMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CON PARALLEL & PERPENDICULAR 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, W-6 _ -• I I rn �n rr I n MIN. 1/10 D � BEDDING EARTH THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH TD -9 MATERIAL 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL(, 1.6" 2.4" C C TRUNCATED DOME co FOUNDATION SOFT, YIELDING, OR A 4'x 4' LANDING AREA SHALL BE PROVIDED i0 MANEUVER A WHEELCHAIR -.I o OTHERWISE UNSUITABLE MATERIAL INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' O O O O O O Z SPECIFICATIONS. LANDING AREA MAY INCLUDE THE GUTTER PAN. l LP 0 0 0 0 0 0 0 0 0 0 0 0-0 WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS 0 0 0 0 0 0 0 0 0 0 0 0.9 000000000000000 �o BACKFILL MATERIAL IN ACCORDANCE + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SPECIFICATION REFERENCE ROAD AND RIDGE STANDARDS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6" I_ _150% -657 OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D.e� m iv F' TOP DIAMETER VIRGINIA DEPARTMENT OF TRANSPORTATION 303 O I _ _I 0.9 " -1.4" h VARIABLE 4' MINIMUM - I' BASS ( PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL D.e • D. SURFACE XVDOT CG -12 DETECTABLE WARNING SURFACE SREFERENCE" ROAD AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 SHEET IOF 5 REVISION DATE 10/09 203.05 BY I DATE I N0. I SHEET REVISION SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4 ". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45 ° 0'0" IN LINE WYE -TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 ROADWAY GRADE IN PERCENT V COMPRESSION x 3/4' MALE PIPE C13LIPUNG A CG -12 CG -2 OR APPROVED EQUAL NOTES: 0 1 MIN. 4 _I FOR USE ON ATTACHED SINGLE FAMILY 5 8' RESIDENTIAL SERVICES DP. DUAL RESIDENTIAL z_ NN� B MAX �I B TYPICAL DESIGN AND IRRIGATION SERVICES. 8 o �p TRUNCATE DOME 4' NOTE: SEE SHEET 1 OF 5 A d11 2 "R NO SWEATED FITTINGS 1 15 8'-0" Min. 4'-0" Min- a' DUAL SERVICE 12'1 MAX. 48:1 MAX. 20:1 TYPE A RADIAL CURB. I' COMPRESSION x 3/4- MALE PIPE COUPLING 2' MIN. SECTION A -A - - o OR APPROVED EQUAL 1- TYPE 'K' CONSTRUCTION ° ° SOFT COPr.� :. - a11�� . ti. LL SECTION B -B NOTES= FOR USE ON DETACHED SINGLE FAMILY FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. (10:t MA)) RES IDE HTI AL SERVICE WHERE AN IRRIGATION THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING ALTERATIONS METER IS NOT PROVIDED. SINGLE SERVICE CONSTRUCTION, 6 FEET FOR ALTERATIONS. COURSE OF THE PAVEMENT SUBSTRUCTURE. NOTE: y Y ii AREA OUTSIDE OF AREA OUTSIDE OF 1j SADDLES SHALL BE USED ON PVC PIPE. �J TRAVELWAY SHALL TRAVELWAY SHALL Q �3 BE PROVIDED WITHIN BE PROVIDED WITHIN 3: THE MARKED THE MARKED CROSSWALK AREA I LI CROSSWALK AREA TOP OF FILL IIIJISHE❑ GRADE m b b N CROSSWALK CR CROSSWALK L o 0 w - U TYPICAL PLACEMENT �CROSSWALK METER PLACEMENT AT INTERSECTION AT INTERSECTION CROSSWALK Box .. .. (WITH BUFFER STRIP) WITH BUFFER STRIP COPPERSETTER 1/4 BEND CC' FL 1%, �VDOT ROAD AND BRIDGE STANDARDS �ffJf {IF REgVIREO) TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 502 METER 10/09 203.06 BRICK AS o LINE NECESSARY CORPORATION STOP EARTH TYPICAL SERVICE LATERAL INSTALLATION N T5 FIG. W-6 _ -• I I rn �n rr I n MIN. 1/10 D � BEDDING EARTH TD -9 MATERIAL BY I DATE I N0. I SHEET REVISION SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4 ". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45 ° 0'0" IN LINE WYE -TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 i / / / / /// 1.5" SM -9.5A ASPHALT 3" BM -25.OA ASPHALT OQ a 'o VDO0T o " 16 O O C PAVE OVER PRIME AT 0.4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION DETAIL NOT TO SCALE THOF� r� Lic- N6�IT2557 -� ONAL BY DATE CG -12 ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET A CG -12 CG -2 PERMISSIBLE NOTES: CONSTRUCTION #5 DOWEL, 8" LONG Q 12" C -C JOINT 4' 1 MIN. 4 _I �x 4 ao 5 8' I z_ NN� B MAX �I B TYPICAL DESIGN 4 8 12 TRUNCATE DOME 4' 4000 PSI PRECAST. 3. CURB HAVINN G A RADIUS OF 300 FEET OR LESS SEE SHEET 1 OF 5 A d11 2 "R FOR DETAILS a' w:; 1 15 8'-0" Min. 4'-0" Min- a' BACK OF CURB 12'1 MAX. 48:1 MAX. 20:1 TYPE A RADIAL CURB. WITH BUFFER STRIP 2' MIN. SECTION A -A - - o PERMISSIBLE 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH CONSTRUCTION ° ° JOINT 4•AA /N� - a11�� . ti. LL SECTION B -B NOTES= 5' IN 5. MIN 4 -.AMA FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. (10:t MA)) � MATERIAL THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING ALTERATIONS (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. COURSE OF THE PAVEMENT SUBSTRUCTURE. A 4' SQUARE LANDING A 4' SOUARE LANDING y Y ii AREA OUTSIDE OF AREA OUTSIDE OF OTHERWISE UNSUITABLE MATERIAL �J TRAVELWAY SHALL TRAVELWAY SHALL Q �3 BE PROVIDED WITHIN BE PROVIDED WITHIN 3: THE MARKED THE MARKED CROSSWALK AREA I V) Ia CROSSWALK AREA TOP OF FILL Q Y Y L L) b b N CROSSWALK CR CROSSWALK L o 0 w - U TYPICAL PLACEMENT �CROSSWALK TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION CROSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT p .' p . ' (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION REFERENCE CG -12 DETECTABLE WARNING SURFACE �VDOT ROAD AND BRIDGE STANDARDS �ffJf 105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 10/09 203.06 o LINE i / / / / /// 1.5" SM -9.5A ASPHALT 3" BM -25.OA ASPHALT OQ a 'o VDO0T o " 16 O O C PAVE OVER PRIME AT 0.4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION DETAIL NOT TO SCALE THOF� r� Lic- N6�IT2557 -� ONAL BY DATE CG -12 ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET A CG -2 0 NOTES: 6 1 12:1 MAX _ _I 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 5 I I 6 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4 8 12 5 4000 PSI PRECAST. 3. CURB HAVINN G A RADIUS OF 300 FEET OR LESS 1 15 d11 2 "R 14 1 15 (ALONG FACE OF CURB) WILL BE PAID FOR AS I�_JI c RADIAL CURB. o BEDDING 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH ° ° - AS 3" (15" DEPTH) OR INCREASED AS MUCH AS D.' D.' LL MIN. 1/10 D 3" (21" DEPTH) IN ORDER THAT THE BOTTOM 1 /10 D X D X_ MATERIAL � MATERIAL OF CURB WILL COINCIDE WITH THE TOP OF A ° COURSE OF THE PAVEMENT SUBSTRUCTURE. FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1,5 x D NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE TOP OF FILL TOP OF FILL FOR A DECREASE OR AN INCREASE IN DEPTH. w - D,eD,eD 5 CG -2 IS TO BE USED ON ROADWAYS MEETING Z p .' p . ' SURFACE THE REQUIREMENTS FOR CG -6 AS SHOWN IN - rirrir /iii /ir rrrrrr = rrr/ ririi r / / /r/ - �ffJf - / /rr /r rrrrrr /rrrrrr rrrr /rr /rrr /r APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, V)) is, + =_ / /rrrrr GROUND a LINE + _ GROUND / /// LINE o - rr /rrr IN THE SECTION ON GS URBAN STANDARDS. o LINE EARTH ROCK OR t= MIN, 1/10 D - UNYIELDING BASE r pER r SOIL X I D X _ -• I I rn �n rr I n MIN. 1/10 D � BEDDING EARTH MIN.8 ", BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL MATERIAL IN ACCORDANCE WITH NOTES: ®BEDDING SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. BACKFILL MATERIAL IN ACCORDANCE ®REGULAR WITH SECT ON 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN 4" 2" RADIUS ® EMBANKMENT SUBBASE SPECIFICATION REFERENCE ROAD AND RIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD IIAII 6" D.e� m REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 D.e • D. SURFACE .e•D.e•D.p•D. BASE s ° SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION `VAT REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 i / / / / /// 1.5" SM -9.5A ASPHALT 3" BM -25.OA ASPHALT OQ a 'o VDO0T o " 16 O O C PAVE OVER PRIME AT 0.4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION DETAIL NOT TO SCALE THOF� r� Lic- N6�IT2557 -� ONAL BY DATE CG -12 ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET A 45 DOWELS, 8" LONG 0 AT 12" C -C S,I 6 1 12:1 MAX _ _I 2 5 I I 6 PERMISSIBLE CONSTRUCTION JOIN T z B X12:1 MAX I RAMP RAMP (SEE TABLE) A (SEE TA TRUNCATED DOMES SEE SHEET I OF 5 FOR DETAILS 5' -0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :1 MAX. 20' 1 __48_2 1 MAX. z MIN SECTION A -A PERMISSIBLE Y CONSTRUCTION JOINT Ln 0 x U SECTION B -B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 O 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 1 15 6 14 1 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 10/09 WITH BUFFER STRIP CROSSWALK TYPICAL PLACEMENT AT INTERSECTION 5 MAN L M' 0. WITHOUT BUFFER STRIP I CROSSWALK I WITHIN CROSSWALK CURB 2' EAIFFER STRIP 11 11 5' SIDEWALK \4-L- 5% LAN DIAGONAL PLACEMENT p � y MIN 0 'X A V SQUARE LANDING AREA N N DUTSDE OF TRAVELWAY f �C05--' A 4'SOUARE LANDING AREA OSSW )'1- SHALL BE PROVIDED FOR �' OUTSIDE OF TRAVELWAY PERPENDICULAR CROSSWALK F SHALL BE PROVIDED FOR WTHIN THE MARKED PERPENDICULAR CROSSWALK WITH BUFFER STRIP CROSSWALK AREA WI THN THE MARKED CROSSWALK AREA CG -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE x GROUND LINE x GROUND LINE = _ r r ,r EARTH // + EARTH + N + UNYIELDING C4 I $OIL c 0 o BEDDING - MATERIAL 11 LL MIN. 1/10 D MIN. 1/10 D X D X BEDDING 1 /10 D X D X_ MATERIAL � MATERIAL � X I � D � IX�� " PER 1' OF H 8 ", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1,5 x D TOP OF FILL TOP OF FILL TOP OF FILL x - ririir. /rrrrrr - rrr /rr = = rririirriiiii rriiiiriiriiii = - rirrir /iii /ir rrrrrr = rrr/ ririi r / / /r/ - �ffJf - / /rr /r rrrrrr /rrrrrr rrrr /rr /rrr /r _ rr /r /r c1l - rrrrrrri /r rrrrrririr - + =_ / /rrrrr GROUND a LINE + _ GROUND / /// LINE o - rr /rrr + _ / / / / / / /// d / /r / / / /// _- GROUND o LINE EARTH ROCK OR t= MIN, 1/10 D - UNYIELDING MIN. 1/10 D�mj X L, D X BEDDING MATERIAL r pER r SOIL X I D X _ -• I I rn �n rr I n MIN. 1/10 D � BEDDING EARTH MIN.8 ", BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL MATERIAL IN ACCORDANCE WITH NOTES: ®BEDDING SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. BACKFILL MATERIAL IN ACCORDANCE ®REGULAR WITH SECT ON 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. ® EMBANKMENT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND RIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD IIAII 302 SHEET 1 03 F 4 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 4.0" PORTLAND CEMENT CONCRETE CONCRETE DRIVEWAY PAVEMENT SECTION DETAIL NOT TO SCALE ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net 4' -0" UNLESS OTHERWISE NOTED ON PLANS 2X SLOPE UNLESS OTHERWISE NOTED ON PLANS III = III = III = III = III = III = III = III =III =1 = = = _ _ _ COMPACTED fill III - III - III„ IIIIII�IIIIIil11111I1111111111111111II1111II111I1I111III111III111I I SUBGRADE ' �' ' I I= 4"-VDOT III - III- NO. 57 OR 8 I= AGGREGATE SIDEWALK DETAIL NOT TO SCALE NOTES: 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. DESIGNED BY: PROJECT: JDB WESTMINSTER- CANTERBURY DRAWN BY: FINAL SITE PLAN AMENDMENT REG ALBEMARLE COUNTY, VA TITLE: DIHR BY. DETAILS HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE. 21501 1.04 501104C_DE7 1. d wg CIVIL H: AS SHOWN 7115115 V. NIA SET REV. NO. 1 DRAWING NUMBER: C -17 SHEET NUMBER: 17 of 24 v, 3 J UI 0 O / O O O Q G v V) d- 0 0 N Q1 O 2 y.. O 3 0 to N / Z 17� I TREE VA18E�ov PRESERVED 15" ivIAPL� f TREE TO BE PRESERVED 15" MAPLE TREE TO BE PRESERVED 13" MAPLE \ TREE TO B PRESERVED ° J.4" MAPLE Enow- �i ► m 1' PROJECT / wm AREA LIMITS a � BIRD HousE� CLEARING \ & GRADING \ �Q Q� PROJECT \ AREA LIMITS OF 000 CLEARING -\ GRADING — — ., kE • 1 J ,�C ♦ \ ` GAF J > FFE= 574.75 ♦ c , 8" PVC OUTFALL INV= 559.62 \v L IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED C, SCALE: 1 " = 20' 0O G,y �0 PRESERVED 20' 0 20' TREES TO BE PRESERVED WITH PRUNED CROWN �O� LIMITS OF CLEARING F AND GRADING EX SMH 9 TOP= 551.92 IN= 546.55 (8" PVC) IN= 546.42 (8" PVC) OUT= 546.32 (8" SMH 7) X68 HY& CID CA's UG \ W U E U E I K(1) \ — — ` ♦ / oPS M� \ AS IH(1 yo IG -561.0 ® I \ D FFE= 568.75 V =56 .0 01 .o RAIW GARDEN \ �' (129 SO -55 FT) CK(1) ° \ K IH(1) J TEL L \ --,,,EX SMH 4�7�P =- 5-54.51 X43.01 (6" LL PAi - \ _ rJ62— ° ) \ F ° - IN =54�'- � ( SMH05) \ \ Q_=526 (8 s� FF� T. 1 TRANFO LANDSCAPING \WM(6) n 1 \ O/ ' \\ \\ \ \ \r / BED TYP. FFE= 553.00 i �j WM wi LIG POLE LHYDRAN TREE TO BE PRESERVED F // 2" MAPLE GF' 0 BE, 55 0 1) \ _ CK( r �(D WM( ) �� IN GA DRN I EX sM � °° ' IH 1 ( ) FFE =557 50 \ \ \off __ \ \ 0:2_9 \ / K 1 I CK(1) \_ _ AV(1) -560 ° SIN RAIN RDEN \ O \ �PF �� \ SSQFT) � RAIN G "v EN �- SAN ��N� - woo 4. (o' (268 SQ�f SAN - - -� OUT =54� _ � o /PF mom Now EX S�IuF1 =55 �y�� ' ��q8 f O \ \ \ \ \ \N-3�93 (8„ S (08�A4J�4��8�� 42 ` ` o \ o o� IN A \-IN =54 .� IN =54 . OUT =744 r e ' /O NLF P 1001 P =� S 7) ' SMH 5 X11 8) 16 OTE: LANDSCAPING SHOWN IS FOR ALBEMARLE COUNTY ODE COMPLIANCE. ADDITIONAL LANDSCAPING TO BE DDED AT OWNER DISCRETION. An l TH OF �r DESIGNEPCs: PROJECT: SET REV. NO. WESTMINSTER— CANTERBURY o� = ENGINEERS DRAWN FINAL SITE PLAN AMENDMENT � SURVEYORS REG ALBEMARLE COUNTY, VA DRAWING NUMBER: 74- PLANNERS TITLE. Lie. N .122 a DIHR BY. LANDSCAPE PLAN -PHASE 1 C -22 �o 4 L ��yy ww ASSOCIATES HFW SHEET NUMBER: ' t® ` [ PO Box 4119 3040 Avemore Square P1. ti Lynchburg, VA 24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: f 4��j � Phone: 434.316.6080 Phone: 434.984.2700 /°��► /�L H: � " =20' 22 1 2 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE ANAL www.wwassootates.nel 215011.04 501104C_LS1.dwg CIVIL V. NIA 7/15/15 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED LEGEND SCALE: 1 " = 20' TREES TO BE PRESERVED 20' 0 20' TREES TO BE PRESERVED WITH PRUNED CROWN LIMITS OF CLEARING AND GRADING PROJECT AREA LANDSCAPING BED EX SMH 9 TOP= 551.92 IN= 546.55 (8" PVC) IN= 546.42 (8" PVC) OUT= 546.32 (8" SMH 7) X68 HY& CID CA's UG \ W U E U E I K(1) \ — — ` ♦ / oPS M� \ AS IH(1 yo IG -561.0 ® I \ D FFE= 568.75 V =56 .0 01 .o RAIW GARDEN \ �' (129 SO -55 FT) CK(1) ° \ K IH(1) J TEL L \ --,,,EX SMH 4�7�P =- 5-54.51 X43.01 (6" LL PAi - \ _ rJ62— ° ) \ F ° - IN =54�'- � ( SMH05) \ \ Q_=526 (8 s� FF� T. 1 TRANFO LANDSCAPING \WM(6) n 1 \ O/ ' \\ \\ \ \ \r / BED TYP. FFE= 553.00 i �j WM wi LIG POLE LHYDRAN TREE TO BE PRESERVED F // 2" MAPLE GF' 0 BE, 55 0 1) \ _ CK( r �(D WM( ) �� IN GA DRN I EX sM � °° ' IH 1 ( ) FFE =557 50 \ \ \off __ \ \ 0:2_9 \ / K 1 I CK(1) \_ _ AV(1) -560 ° SIN RAIN RDEN \ O \ �PF �� \ SSQFT) � RAIN G "v EN �- SAN ��N� - woo 4. (o' (268 SQ�f SAN - - -� OUT =54� _ � o /PF mom Now EX S�IuF1 =55 �y�� ' ��q8 f O \ \ \ \ \ \N-3�93 (8„ S (08�A4J�4��8�� 42 ` ` o \ o o� IN A \-IN =54 .� IN =54 . OUT =744 r e ' /O NLF P 1001 P =� S 7) ' SMH 5 X11 8) 16 OTE: LANDSCAPING SHOWN IS FOR ALBEMARLE COUNTY ODE COMPLIANCE. ADDITIONAL LANDSCAPING TO BE DDED AT OWNER DISCRETION. An l TH OF �r DESIGNEPCs: PROJECT: SET REV. NO. WESTMINSTER— CANTERBURY o� = ENGINEERS DRAWN FINAL SITE PLAN AMENDMENT � SURVEYORS REG ALBEMARLE COUNTY, VA DRAWING NUMBER: 74- PLANNERS TITLE. Lie. N .122 a DIHR BY. LANDSCAPE PLAN -PHASE 1 C -22 �o 4 L ��yy ww ASSOCIATES HFW SHEET NUMBER: ' t® ` [ PO Box 4119 3040 Avemore Square P1. ti Lynchburg, VA 24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: f 4��j � Phone: 434.316.6080 Phone: 434.984.2700 /°��► /�L H: � " =20' 22 1 2 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE ANAL www.wwassootates.nel 215011.04 501104C_LS1.dwg CIVIL V. NIA 7/15/15 v, 3 J UI tF O O i c a>' E c a>' Q c v V) d- O O N 3 0 to N Z CATERED LIVING BUILDING �h CATERED LIVING BUILDING / l' l SN HC - hi mlml _ _582-- D (� _ TR M S80 ` 10 +00 EXISTING RESIDENCE / UNIT 248 I I I � l 5 I / o , � N TREE TO BE PRESERVED 10" SYCAMORE P L,5) I L(5) 00 • I / 1 0 \ I 1 \I � m I -600— .; _ – 596 —594— 5g2— - - - -- -o T S90 I 5g 0 PL(6) _ 1 I ar►i 0 :9 w I BISHOPS RIDGE ROAD \v y�' °V, % °� 6- IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 6%w%�� 20' 0 20' Al" LIMITS OF LEGEND CLEARING \ —T < & GRADING TREES TO BE TREE TO BE TREE TO BE TREE TO BE \��� �� PRESERVED \ \ 7 PRESERVED - RESERVED - PRESERVED MAPLE - 15" MAPLE 1 " -MAPLE \� TREE TO BE TREES TO BE PRESERVED PROJECT PRESERVED wV WITH PRUNED CROWN _ � � _ \ TREE TOLE- — -AREA- APLE RESERVED - - / LIMITS OF CLEARING PANTOPS MOUNTAINI6�CVAPLE ' ' AND GRADING ` \ PROJECT AREA s� LANDSCAPING BED O \ PROJE , 0J AREA �Q`` \ 1' NOTE: LANDSCAPING SHOWN IS FOR ALBEMARLE COUNTY / wM \�(� CODE COMPLIANCE. ADDITIONAL LANDSCAPING TO BE \ ADDED AT OWNER DISCRETION. LM C L ET :11 N G\ BIRD HOUSE \ \ & GRADING \ PROJECT V AREA LI ITS OF C G & GRADI / MH T P 5 .83 IN= 567.1 (1 P) \ ` �2 IN =5 P 0 T= 65.68 (,15 " CM ' 2 J\ \ o000 ,, oo P GAF - G TH OF �r DESIGNEPCs: PROJECT. WESTMINSTER— CANTERBURY SET REV. N0. o� = ENGINEERS DRAWN FINAL SITE PLAN AMENDMENT 1 SURVEYORS REC ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE. Lie. N .122 a DIHR BY. LANDSCAPE PLAN -PHASE 2 C -23 �o ��yy ww ASSOCIATES HFW ,/s1 L ®` [ •� PO Box 4119 3040 Avemore Square P1. SHEET NUMBER: ti Lynchburg, VA 24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: ��� Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: "�20' 23 o1 f 24 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ANAL www.wwassootates.nel 215011.04 501104C_LS2.dwg l� /•� Y ► / V. NIA 7/15/15 v, 3 ►ri J UI 0 0 tO i c a>' c a>' E Q c v a>' V) d- O 0 tO N i v, c 3 0 to N In w Fy KUU I BALL WIDTH 1 SHADE TREE PLANTING I SCALE: NOT TO SCALE STAKE LIMIT OF TREE PIT LIMIT OF TREE CANOPY / MULCH ROOTBALL SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS -OR ADJACENT DNS. AL LEADER. OR 2" MAX. -INISH GRADE. BE PLACED T & REMOVE TOP 1/3 OF BURLAP ROM ROOTBALL. ZING TO LIMIT OF CANOPY q. DIA., WHICH EVER IS GREATER. -CUT EDGE G SOIL MIX LANTING IN LAWN, SEED / SOD - OF MULCH RING 'RADE NT PLANTING; \N FOR MATERIALS. ( SIDES AND BOTTOM OF 'IT TO 1" DEPTH. \MPED SOIL TO ROOT BALL JRBED SOIL NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK /ROOT FLARE. WIDTH SET TREE W/ 1/8 OR 2" MAX OF ROOT BALL ABOVE GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED SOIL MIX AS SPECIFIED SHOVEL -CUT MULCH EDGE FINISHED GRADE SCARIFY SIDES OF HOLE PRIOR TO PLANTING UNDISTURBED SOIL 3 EVERGREEN TREE PLANTING SCALE: NOT TO SCALE 1. STAKE OUT PLANT /BED LOCATIONS. 2. CUT EDGE OF PLANT BED 3. TILL SOIL AND APPLY AMENDMENTS TO ENTIRE PLANTING AREA. 4. APPLY PRE - EMERGENT HERBICIDE (TWO WEEKS PRIOR TO PLANTING). 5. INSTALL PLANTS. 6. INSTALL FERTILIZER TABLETS IN EACH PLANT PIT. 7. PLACE BACKFILL. 8. WATER EACH INDIVIDUAL PLANT THOROUGHLY. 9. PLACE MULCH OVER ENTIRE PLANT BED. 10. WATER ENTIRE PLANT BED THOROUGHLY. SHRUB PLANTING crAl V- ntnT Tn crAl V County of Albemarle Conservation Plan Cltecldist -To be placed on Landscape PIans (Handbook, pp I11- 284 -111 -297 for complete specifications) 1. The following items shall be shown on_the_ plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. 2. 67nt-hings:_ 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre - Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the drip[ines of trees to be saved. S. Soil Erosion and Stormwater Detention Devices- La Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet or the dripline of trees to be saved. 8. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shat] be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchinu and Tunneling: 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it N anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a trot specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCIIASER SIGNATURE (DATE) 5/1106 Page 1 of 1 MULTI -STEM TREE PLANTING SCALE: NOT TO SCALE FIRST LATERAL ROOT FLUSH WITH FINISH GRADE MULCH (TYP.)(3" DEPTH) TOOLED BED EDGE, MIN. 4" DEPTH, ALIGN LIMIT OF MULCH WITH PLANT CANOPY UNLESS OTHERWISE INDICATED ON PLAN (TYP.) FINISH GRADE, CONDITION VARIES SEE PLAN (TYP.) REMOVE 3 OF BURLAP FROM TOP OF ROOTBALL PLANTING SOIL MIX AS SPECIFIED COMPACTED OR UNDISTURBED SOIL TAMPED SOIL UNDER ROOTBALL TO PREVENT SETTLING TILLED SOIL NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK /ROOT FLARE. RAL LEADER FLAG, ONE PER WIRE TURN - BUCKLE (3 REQ'D) 1/8 OR 2" MAX. OF 3OVE FINISHED GRADE 'ECIFIED -8" MIN. DEPTH MULCH EDGE IIL, SEE SPECS. D SUBBASE EES, CUT AND ;LAP FROM TOP BALL PLANTING NOTES NOTES: 1) A 2 INCH CALIPER MAPLE IS BEING PRESERVED ALONG THE STREET IN PHASE 1. THIS PRESERVED TREE IS NOT SHOWN IN THE PRESERVATION SCHEDULE SINCE IT DOES NOT MEET THE MINIMUM REQUIREMENT FOR PRESERVATION CREDIT. 2) FOR PRESERVED TREES WITH AN " *" NEXT TO THE CANOPY RADIUS THE RADIUS HAS BEEN REDUCED TO ALLOW FOR PRUNING THE CROWN TO REDUCE THE LEAF SURFACE IN PROPORTION TO THE AMOUNT OF ROOT LOSS DUE TO NEW CONSTRUCTION AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK EXCEPT FOR AREAS IMPACTED BY THE REPLACEMENT OF EXISTING SIDEWALK OF THE SAME WIDTH OR PROPOSED PLANTINGS. 3) FOR PRESERVED TREES IN AREAS WHERE THE GRADE WILL BE RAISED THE ALTERNATIVE METHOD OF TREE WELL WITH TILE DRAINS WILL BE IMPLEMENTED FOR THE PORTION OF THE DRIP LINE WITHIN FILLED AREAS AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP -SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE - EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL PROJECT AREA: 80,019 SQFT PERCENT OF TREE COVER REQUIRED: X 20% REQUIRED CANOPY COVER: 16,004 SQFT PRESERVED TREE CANOPY : 7,065 SQFT PRESERVED CANOPY BONUS: X 1.25 8,831 SQFT PROPOSED TREE CANOPY: + 8.625 SQFT TOTAL: 17,456 SQFT PARKING LOT LANDSCAPING: PROPOSED NEW PAVED AREA OF PROPOSED ACCESS AISLES AND PARKING LOT: 6,937 SQFT PARKING LOT LANDSCAPING REQUIRED: X 5% REQUIRED PARKING LOT LANDSCAPING: 347 SQFT PROPOSED PARKING LOT LANDSCAPING: 904 SQFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 17 PARKING SPACES / 10 = 1.7 PROPOSED PARKING LOT SHADE TREES: 2 STREET TREES: STREET TREES REQUIRED: 1 LARGE TREE FOR EACH 50 FEET OF FRONTAGE 986 FEET / 50 FEET = 19.7 STREET TREES PROVIDED; = 20 1 ADDRESSED COUNTY ARB COMMENTS RU 8 -26 -15 TH OF I _ DESIGNED BY: PROJECT. SET REV. NO. PCs WESTMINSTER- CANTERBURY 1 ° ENGINEERS DRAWN BY: FINAL SITE PLAN AMENDMENT SURVEYORS PCs ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE. LIC. N .122 a DIHR BY: LANDSCAPE DETAILS C -24 �o ww ASSOCIATES HFW ,,n e'i - !O - I S Po Box 4119 3040 Avemore Square PL SHEET NUMBER: ti Lynchburg, VA 24502 Ch�dotte ,11,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 CNAL �� CIVIL H: AS SHOWN 7/15/15 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE www.wwass °`;a�es.ner 21501 1.04 501104C_LS3.dwg V: NIA 24 of 24 PRESERVED TREES SCHEDULE LANDSCAPE SCHEDULE QTY CALCULATIONS Type Trunk Caliper Canopy Radius TOTAL AREA IN SF. Shade Trees AREA OF TOTAL CODE QTY BOTANICAL / COMMON NAMES Type MINIMUM MINIMUM ROOT SPACING/ TREE IN AREA IN Acer rubrum / Red Maple Shade 15 IN 15 FT CALIPER HEIGHT 1 As Shown Shade 15 IN 15 FT* 686.00 686.00 1 Acer rubrum / Red Maple Shade 15 IN 15 FT* SF. SF. 1 Acer rubrum / Red Maple Shade Trees 15 IN 15 FT* 515.00 515.00 1 UNIT TOTAL 14 IN 15 FT* Zelkova "Village Green" / "Village Green" 625.00 1 Acer rubrum / Red Maple Shade 13 IN 15 FT* 630.00 ZV 15 Platanus occidentalis / Sycamore Shade 2 1 /2"c 12' B &B A. S. 452 6,780 Shade 10 IN Zelkova 550.00 550.00 Ornamental (Flowering) Trees Total Trees Preserved Total Preserved Tree Canopy Area ' 065.57 CK 4 Corpus kousa / Kousa Dogwood Shade 6' B &B A. S. 128 512 19 Total Trees Provided Total Tree Canopy Area Provided 7,292 Shrubs/ Groundcover UNIT TOTAL Virburnum dentatum "Chicago Luster" / AV 4 V -1 1/2' B &B A. S. 31 124 Chicago Luster Arrowwood Virburum IH 1 Ilex glabra / Inkberry Holly 1 1/2'- 2 B &B A. S. 23 23 1/2' Prunus laurocerasus "Luyken" / Luyken PL 57 2 1/2' B &B A. S. 10 570 Cherry Laurel WM 14 Myrica cerifera / Southern Wax Myrtle 1 112'- 2 B &B A. S. 44 616 1/2' 76 Total Shrubs/ Groundcover Provided Total Shrub Canopy Area Provided 1,333 Total Canopy Area Provided 8,625 NOTES: 1) A 2 INCH CALIPER MAPLE IS BEING PRESERVED ALONG THE STREET IN PHASE 1. THIS PRESERVED TREE IS NOT SHOWN IN THE PRESERVATION SCHEDULE SINCE IT DOES NOT MEET THE MINIMUM REQUIREMENT FOR PRESERVATION CREDIT. 2) FOR PRESERVED TREES WITH AN " *" NEXT TO THE CANOPY RADIUS THE RADIUS HAS BEEN REDUCED TO ALLOW FOR PRUNING THE CROWN TO REDUCE THE LEAF SURFACE IN PROPORTION TO THE AMOUNT OF ROOT LOSS DUE TO NEW CONSTRUCTION AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK EXCEPT FOR AREAS IMPACTED BY THE REPLACEMENT OF EXISTING SIDEWALK OF THE SAME WIDTH OR PROPOSED PLANTINGS. 3) FOR PRESERVED TREES IN AREAS WHERE THE GRADE WILL BE RAISED THE ALTERNATIVE METHOD OF TREE WELL WITH TILE DRAINS WILL BE IMPLEMENTED FOR THE PORTION OF THE DRIP LINE WITHIN FILLED AREAS AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP -SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE - EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL PROJECT AREA: 80,019 SQFT PERCENT OF TREE COVER REQUIRED: X 20% REQUIRED CANOPY COVER: 16,004 SQFT PRESERVED TREE CANOPY : 7,065 SQFT PRESERVED CANOPY BONUS: X 1.25 8,831 SQFT PROPOSED TREE CANOPY: + 8.625 SQFT TOTAL: 17,456 SQFT PARKING LOT LANDSCAPING: PROPOSED NEW PAVED AREA OF PROPOSED ACCESS AISLES AND PARKING LOT: 6,937 SQFT PARKING LOT LANDSCAPING REQUIRED: X 5% REQUIRED PARKING LOT LANDSCAPING: 347 SQFT PROPOSED PARKING LOT LANDSCAPING: 904 SQFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 17 PARKING SPACES / 10 = 1.7 PROPOSED PARKING LOT SHADE TREES: 2 STREET TREES: STREET TREES REQUIRED: 1 LARGE TREE FOR EACH 50 FEET OF FRONTAGE 986 FEET / 50 FEET = 19.7 STREET TREES PROVIDED; = 20 1 ADDRESSED COUNTY ARB COMMENTS RU 8 -26 -15 TH OF I _ DESIGNED BY: PROJECT. SET REV. NO. PCs WESTMINSTER- CANTERBURY 1 ° ENGINEERS DRAWN BY: FINAL SITE PLAN AMENDMENT SURVEYORS PCs ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE. LIC. N .122 a DIHR BY: LANDSCAPE DETAILS C -24 �o ww ASSOCIATES HFW ,,n e'i - !O - I S Po Box 4119 3040 Avemore Square PL SHEET NUMBER: ti Lynchburg, VA 24502 Ch�dotte ,11,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 CNAL �� CIVIL H: AS SHOWN 7/15/15 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE www.wwass °`;a�es.ner 21501 1.04 501104C_LS3.dwg V: NIA 24 of 24 PRESERVED TREES SCHEDULE QTY BOTANICAL / COMMON NAMES Type Trunk Caliper Canopy Radius TOTAL AREA IN SF. Shade Trees TOTAL 2 Acer rubrum / Red Maple Shade 18 IN 18 FT 1,017.36 2,034.72 1 Acer rubrum / Red Maple Shade 15 IN 15 FT 706.85 706.85 1 Acer rubrum / Red Maple Shade 15 IN 15 FT* 686.00 686.00 1 Acer rubrum / Red Maple Shade 15 IN 15 FT* 672.00 672.00 1 Acer rubrum / Red Maple Shade 15 IN 15 FT* 515.00 515.00 1 Acer rubrum / Red Maple Shade 14 IN 15 FT* 625.00 625.00 1 Acer rubrum / Red Maple Shade 13 IN 15 FT* 630.00 630.00 1 Platanus occidentalis / Sycamore Shade 10 IN 15 FT* 646.00 646.00 1 Platanus occidentalis / Sycamore Shade 10 IN 15 FT* 550.00 550.00 10 Total Trees Preserved Total Preserved Tree Canopy Area ' 065.57 NOTES: 1) A 2 INCH CALIPER MAPLE IS BEING PRESERVED ALONG THE STREET IN PHASE 1. THIS PRESERVED TREE IS NOT SHOWN IN THE PRESERVATION SCHEDULE SINCE IT DOES NOT MEET THE MINIMUM REQUIREMENT FOR PRESERVATION CREDIT. 2) FOR PRESERVED TREES WITH AN " *" NEXT TO THE CANOPY RADIUS THE RADIUS HAS BEEN REDUCED TO ALLOW FOR PRUNING THE CROWN TO REDUCE THE LEAF SURFACE IN PROPORTION TO THE AMOUNT OF ROOT LOSS DUE TO NEW CONSTRUCTION AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK EXCEPT FOR AREAS IMPACTED BY THE REPLACEMENT OF EXISTING SIDEWALK OF THE SAME WIDTH OR PROPOSED PLANTINGS. 3) FOR PRESERVED TREES IN AREAS WHERE THE GRADE WILL BE RAISED THE ALTERNATIVE METHOD OF TREE WELL WITH TILE DRAINS WILL BE IMPLEMENTED FOR THE PORTION OF THE DRIP LINE WITHIN FILLED AREAS AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP -SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE - EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL PROJECT AREA: 80,019 SQFT PERCENT OF TREE COVER REQUIRED: X 20% REQUIRED CANOPY COVER: 16,004 SQFT PRESERVED TREE CANOPY : 7,065 SQFT PRESERVED CANOPY BONUS: X 1.25 8,831 SQFT PROPOSED TREE CANOPY: + 8.625 SQFT TOTAL: 17,456 SQFT PARKING LOT LANDSCAPING: PROPOSED NEW PAVED AREA OF PROPOSED ACCESS AISLES AND PARKING LOT: 6,937 SQFT PARKING LOT LANDSCAPING REQUIRED: X 5% REQUIRED PARKING LOT LANDSCAPING: 347 SQFT PROPOSED PARKING LOT LANDSCAPING: 904 SQFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 17 PARKING SPACES / 10 = 1.7 PROPOSED PARKING LOT SHADE TREES: 2 STREET TREES: STREET TREES REQUIRED: 1 LARGE TREE FOR EACH 50 FEET OF FRONTAGE 986 FEET / 50 FEET = 19.7 STREET TREES PROVIDED; = 20 1 ADDRESSED COUNTY ARB COMMENTS RU 8 -26 -15 TH OF I _ DESIGNED BY: PROJECT. SET REV. NO. PCs WESTMINSTER- CANTERBURY 1 ° ENGINEERS DRAWN BY: FINAL SITE PLAN AMENDMENT SURVEYORS PCs ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE. LIC. N .122 a DIHR BY: LANDSCAPE DETAILS C -24 �o ww ASSOCIATES HFW ,,n e'i - !O - I S Po Box 4119 3040 Avemore Square PL SHEET NUMBER: ti Lynchburg, VA 24502 Ch�dotte ,11,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 CNAL �� CIVIL H: AS SHOWN 7/15/15 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE www.wwass °`;a�es.ner 21501 1.04 501104C_LS3.dwg V: NIA 24 of 24