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HomeMy WebLinkAboutARB201700142 Plan - Submittal (First) Initial Site Plan 2018-03-23SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-100 GENERAL NOTES AND DETAILS C-101, C-102 TOPOGRAPHIC SURVEY (FOR INFORMATION ONLY) C-200 EXISTING CONDITIONS & DEMOLITION PLAN C-201 SITE & UTILITY PLAN C-300 GRADING PLAN C-400 SWM & BMP COMPUTATIONS C-500 SWM & BMP REFERENCE SHEETS C-501, C-502 LANDSCAPE PLAN C-600 LANDSCAPE NOTES AND DETAILS C-601 LIGHTING PLAN C-700 LIGHTING DETAILS C-701 H:\16\V1620830RAWINGS\PLAN SETS\INITIAL PLAN SETS\V162083SD1.DWG PRINTED BY: DHALSEY 3.23.18 @ 1:29 PM LAST SAVED BY: DHALSEY INITI.AL 04 SITE.WP.WLAN W I T V�IN LOCATION OF SITE 167, WAO 'IDIOM CHARLOTTESVILLE, VA 22901 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA IN S TAX MAP: 32A-02-1 LOCATION MAP COPYRIGHTf ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1 "=2000' CONTRACT PURCHASER RC DEVELOPMENT GROUP, LLC 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 CONTACT: MARK FONTAINE (703) 404-2346 PREPARED BY OWNER NEAR MALLOY PROPERTIES III, LLC 1300 RICHMOND ROAD CHARLOTTESVILLE VA, 22911 (877) 916-5766 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com CONTACT: JONATHAN Q. RITCHIE CONTACT INFORMATION REFER ENCES BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: TITLED ALTA/NSPS LAND TIITAL SURVEY, WAWA 3267 PROFFIT ROAD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PREPARED BY BOHLER ENGINEERING. PROJECT NO. SV162083. DATED 10/26/17. GOVE7 N -TI NG AGENC'CI]E8 COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 FAX: (434) 972-4126 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 229.11 TEL: (434) 977-4511 :4 u) z ¢ a z o (�7 W 0 Q u- ~ �za- F¢ J 7F-<0< V ¢ F 1n 0 P ¢:5 J z ¢ w� U) � Q � � n 0 00 Wzz>zH aLL P4 O w w Q S z a U_` 2 w 5 W co ¢ O O W J¢ a Z m W z o Z� }W waw �� m w 0P4 1n o az ui n ¢ z w¢° w w W awm Q. - Ci z 6- < 0 © z S I— S<U)0S0 aam P, Z)Jh=�x pl 0 = ~ W O W az �P, W `4 w rf2 O O W I a� W z ¢ z Z� z¢ Y Y z w f W U ¢ W O O = U) ( aW O W W O o i) z CO z z z T REVISIONS DA1Y I `COMMMT NT BY 1 13/23/20181 ARB COMMENTS I JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: LEO CHECKED BY: SS DATE: 12/19/17 SCALE: AS NOTED CAD I.D.: SD1 PROJECT: INITIAL SITE PLAN FOR LOCATION OF SITE SEIMINOLE TRAIL AND PROFFIT RD, ALBEMARLE COUNTY VIRGINIA 28 BLACKWELL PARK LANE, SUITE 2C WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com SHEET TITLE: CCOCVE R SHEET SHEET NUMBER: C-1®0 r to I(3 -jt , .s- QIP gar SITE / 1 5 ti� 3 1��L�J'ia�7a:3r�xl � 6rx7� M.ti� Grp` ©2017 HERE 02017 Microsoft Corporation" M;,,"I LOCATION MAP COPYRIGHTf ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1 "=2000' CONTRACT PURCHASER RC DEVELOPMENT GROUP, LLC 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 CONTACT: MARK FONTAINE (703) 404-2346 PREPARED BY OWNER NEAR MALLOY PROPERTIES III, LLC 1300 RICHMOND ROAD CHARLOTTESVILLE VA, 22911 (877) 916-5766 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com CONTACT: JONATHAN Q. RITCHIE CONTACT INFORMATION REFER ENCES BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: TITLED ALTA/NSPS LAND TIITAL SURVEY, WAWA 3267 PROFFIT ROAD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PREPARED BY BOHLER ENGINEERING. PROJECT NO. SV162083. DATED 10/26/17. GOVE7 N -TI NG AGENC'CI]E8 COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 FAX: (434) 972-4126 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 229.11 TEL: (434) 977-4511 :4 u) z ¢ a z o (�7 W 0 Q u- ~ �za- F¢ J 7F-<0< V ¢ F 1n 0 P ¢:5 J z ¢ w� U) � Q � � n 0 00 Wzz>zH aLL P4 O w w Q S z a U_` 2 w 5 W co ¢ O O W J¢ a Z m W z o Z� }W waw �� m w 0P4 1n o az ui n ¢ z w¢° w w W awm Q. - Ci z 6- < 0 © z S I— S<U)0S0 aam P, Z)Jh=�x pl 0 = ~ W O W az �P, W `4 w rf2 O O W I a� W z ¢ z Z� z¢ Y Y z w f W U ¢ W O O = U) ( aW O W W O o i) z CO z z z T REVISIONS DA1Y I `COMMMT NT BY 1 13/23/20181 ARB COMMENTS I JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: LEO CHECKED BY: SS DATE: 12/19/17 SCALE: AS NOTED CAD I.D.: SD1 PROJECT: INITIAL SITE PLAN FOR LOCATION OF SITE SEIMINOLE TRAIL AND PROFFIT RD, ALBEMARLE COUNTY VIRGINIA 28 BLACKWELL PARK LANE, SUITE 2C WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com SHEET TITLE: CCOCVE R SHEET SHEET NUMBER: C-1®0 REVISED 3/28/13 1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF. VOOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE DECEMBER 31, 2011 AND VDOT ROAD DESIGN MANUAL APPENDIX SIT SCHEMATIC STREET LAYOUT WITH PHASING DIAGRAM FOR STREET ACCEPTANCE ARE PROVIDED WITH THESE PLANS PER 24VAC30-92,60. 2. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY/TOWN AND VDOT STANDARDS AND SPECIFICATIONS. 3. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 4. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMITSTAGE. 5. ANY TYPE OF REVERSE CURB (SPILL CURB, CG -6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITH THE PUBLIC RIGHT OF WAY. 6. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY. 7. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 8. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN INSPECTOR OR VOOT. 9, THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 10. PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21 B, EXCEPT ON ROADS WITH ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED. WHEN 21 B AGGREGATE IS USED, UD -4 UNDERDRAINS MUST BE PROVIDED. 12. A 4- (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE). 13, ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND/OR THE COUNTYITOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER. 14. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE -STRIPED AS REQUIRED BY MOST PERSONNEL. OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1.25" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER. 15. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE. 16. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 17. THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION. 20. BEGINNING JULY 1, 2009 ALL LAND USE PERMIT APPLICATIONS ARE REQUIRED TO PROVIDE AT LEAST ONE (1) PERSON WHO, AT MINIMUM, IS VERIFIED BY VOOT IN BASIC WORK ZONE TRAFFIC CONTROL FOR ALL PERMITTED ACTIVITIES WITHIN STATE MAINTAINED RIGHT OF WAY WHICH INVOLVES INSTALLING, MAINTAINING, OR REMOVING WORK ZONE TRAFFIC CONTROL DEVICES. THIS PERSON SHALL BE RESPONSIBLE FOR THE PLACEMENT, MAINTENANCE AND REMOVAL OF ALL WORK ZONE TRAFFIC CONTROL DEVICES. a+Taw+uo»mw.vaxcsvuxseraw,rwxaxsarereawasm ovc vswrm e. owner an.,e®�:e a.+ usr aAVEoar: ww,.sar STANDARD DRAWING LEGEND STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET NOT TO SCALE - EXIS7/1VG IV07F TYPICAL NOTE TEXT PROPOSED NOTE FOR ENTIRE PLAN SET AC ACRES POG POINT OF GRADE HIGHWAY COMMERCIAL - HC ONSITE PROPERTY LINE / ROW. LINE - ADA AMERICANS WITH DISABILITY ACT PROP PROPOSED - - NE GH R PROPERTY LINE / INTERIOR PARCEL LINE - - - EASEMENT LINE - ARCH ARCHITECTURAL PT POINT OF TANGENCY ZONE B SETBACK LINE ZONE C BC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB RETURN BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE SIDE YARDS(NORTH AND EAST CONCRETE CURBS GUTTER CURB AND GUTTER BK BLOCK PVI POINT OF VERTICAL INTERSECTION ±165 FEET (SEMINOLE TRAIL) AND ±74 FEET (PROFFIT SPILL CURB TRANSITION CU P B BE BASELINE PVT POINTOFVERTICAL TANGENCY 5sY'.zm'�"'ns '-` - DEPRESSED CURB AND GUTT BLDG BUILDING R RADIUS ----------------------- - PROPERTY LINES) SIM BUILDING REINFORCEDRCP REINFORCED CONCRETE PIPE ±10 FEET (SEMINOLE TRAIL), ±6.5 FEET (PROFFIT ROAD) UTILITY POLE WITH LIGHT BRIE BUILDING RESTRICTION LINE RET WALL RETAINING WALL REQUIRED LAND BUFFERS POLE LIGHT FRONT YARD(SEMINOLE TRAIL OF CUBIC FEET RAA/ RIGHT OF WAY N/A TRAFFIC LIGHT E4 CL CENTERLINE S SLOPE CMP CORRUGATED METAL PE SAN SANITARY SEWER 0 UTILITY POLE O CONN CONNECTION SF SQUARE FEET SLOPED TYPICAL LIGHT 6 CONC CONCRETE STA STATION ACORN LIGHT CPP CORRUGATEDPLASTIC PIPE STM STORM CONTINUOUS STREET FRONTAGE PLUS 1 SIGN PER LOT IF TYPICAL SIGN -� CY CUBIC YARDS SAN SIDEWALK PARKING COUNTS DEC DECORATIVE TBR TO BE REMOVED PER SERVICE BAY) AND RETAIL SALES USE (1 SPACE/ 100 DEP DEPRESSED TBRL TO BE RELOCATED DIP DUCTILE IRON PIPE TC TOP OF CURB 170- - - ------------- 169 CONTOUR LINE DOM DOMESTIC TELE TELEPHONE TC 5164 OR 516.4 SPOT ELEVATIONS 160 C51fi0 C 515.5 ELEC ELECTRIC TPF TREE PROTECTION FENCE ELEV ELEVATION TW TOP OF WALL SAN SANITARY LABEL SAN # EP EDGE OF PAVEMENT TYP TYPICAL STORM LABEL # e ES EDGE OF SHOULDER UG UNDERGROUND SC SANITARY SEWER LATERAL EW END WALL UP UTILITY POLE ---------- UNDERGROUND WATERLINE W EX EXISTING W WIDE E UNDERGROUND ELECTRIC LINE E FES FLARED END SECTION WO- WATER LINE G UNDERGROUND GAS LINE G FF FINISHED FLOOR WIM WATER METER y OVERHEAD WIRE FH FIRE HYDRANT 1 PLUS OR MINUS FG FINISHED GRADE DEGREE 7 UNDERGROUND TELEPHONE LINE T G GRADE O DIAMETER UNDERGROUND CABLE LINE G OF GARAGE FLOOR (AT DOOR) # NUMBER GH GRADE HIGHER SIDE OF WALL - - - - - - - - - - STORM SEWER S _ SANITARY SEWER MAIN 8 GL GRADE LOWER SIDE OF WALL Tf HYDRANT GRT GRATE O SANITARY I®v JMANHOLE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE (� I ` STORM MANHOLE /O'1 I` �-� HP HIGH POINT WM ® WATER METER 0 HOR HORIZONTAL wV WATER VALVE • HW HEADWALL GAS VALVE 11 INT INTERSECTION GAS® METER ® INV INVERT LF LINEAR FOOT TYPICALENO SECTION b LOC LIMITS OF CLEARING �m HEADWALL OR ENDWALL 4R LOD LIMITS OF DISTURBANCE ®I GRATE INLET ® LOS LINE OF SIGHT LP LOW POINT CURB INLET us LANDSCAPE 0 CLEAN OUT 0 MAX MAXIMUM O ELECTRIC MANHOLE O MIN MINIMUM O TELEPHONE MANHOLE O MH MANHOLE MJ MECHANICAL JOINT © ELECTRIC OC ON CENTER ER ELECTRIC PEDESTAL PA POINTOFANALYSIS PC POINT CURVATURE PCCR POINT OF COMPOUND CURVATURE,CURB RETURN ® MONITORING WELL ® TEST PIT PI POINT OF INTERSECTION 1•L >�\ BENCHMARK BORING SITE DATA ADDRESS 3267 PROFFIT ROAD - CHARLOTTESVILLE, VA JURISDICTION ALBEMARLE COUNTY ZONING STORM DRAIN EXISTING HIGHWAY COMMERCIAL- HC PROPOSED HIGHWAY COMMERCIAL - HC SITE AREA - EXISTING 1.40 AC PROPOSED 1.55AC BUILDING AREA 6,001 SF PARKING REQUIRED 53 SPACES PARKING PROVIDED 54 SPACES HANDICAP 3 SPACES ZONE A 26 SPACES (INCL. 3 HANDICAP) ZONE B 23 SPACES ZONE C 5 SPACES TOTAL 54 SPACES REQUIRED BUILDING SETBACKS FRONT YARD(SEMINOLE TRAIL 10 FEET AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST N/A PROPERTY LINES) PROVIDED BUILDING SETBACKS FRONT YARD(SEMINOLE TRAIL ±165 FEET (SEMINOLE TRAIL) AND ±74 FEET (PROFFIT AND PROFFI F ROAD) ROAD) SIDE YARDS(NORTH AND EAST 153.5 FEET (NORTH) AND 176.5 FEET (EAST) PROPERTY LINES) REQUIRED PARKING SETBACKS FRONT YARD(SEMINOLE TRAIL N/A AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST N/A PROPERTY LINES) PROVIDED PARKING SETBACKS FRONT YARD(SEMINOLE TRAIL ±10 FEET (SEMINOLE TRAIL), ±6.5 FEET (PROFFIT ROAD) AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST 17.5 FEET (NORTH), ±6.5 FEET(EAST) PROPERTY LINES) REQUIRED LAND BUFFERS FRONT YARD(SEMINOLE TRAIL N/A AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST N/A PROPERTY LINES) PROVIDED BUFFERS FRONT YARD(SEMINOLE TRAIL ±10 FEET (SEMINOLE TRAIL),±B5 FEET(PROFFIT ROAD) AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST 9.5 FEET (NORTH),±6.5 FEET (EAST) PROPERTY LINES) BUILDING TYPE W50T-FB-VA CANOPY CONFIGURATION STACKED CANOPY TYPE SLOPED # OF MPD -S 6 TYPE OF MPD'S (6) 311 NOTES: 1.THIS SITE ALSO LOCATED IN THE ENTRANCE CORRIDOR OVERLAY DISTRICT. 2.1 SIGN PER STREET FRONTAGE, OR 2 SIGNS PER ENTRANCE, PER LOT WITH 100 OR MORE FEET OF CONTINUOUS STREET FRONTAGE PLUS 1 SIGN PER LOT IF THE LOT IS GREATER THAN 4 ACRES AND HAS MORE THAN 1 APPROVED ENTRANCE ON ITS FRONTAGE. 5 FEET BETWEEN PROPERTY LINE AND SIGN IS REQUIRED. 3. PER A CONVERSATION WITH COUNTY STAFF, THE PARKING REQUIREMENT FOR THIS SITE IS BASED A GAS SERVICE STATION (i SPACE / 2 EMPLOYEES AND i SPACE PER SERVICE BAY) AND RETAIL SALES USE (1 SPACE/ 100 SF RETAIL SALES AREA, WHICH IS DEFINED AS 80% OF GROSS FLOOR AREA) . THE REQUIRED PARKING CALCULATIONS WERE BASED ON 5 EMPLOYEES AND A RETAIL SALES AREA OF 4,800 SF. PROPOSED EASEMENT LEGEND - SIGHT DISTANCE I - STORM DRAIN SANITARY SEWER - WATER - PUBLIC ACCESS COMMON SHARED E - - - INGRESS -EGRESS - PUBLIC UTILITY VARIABLE WIDTH S A REVISIONS BY I 1 13123/20181 ARB COMMENTS I JQR fs. KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG IYs fast. B's bee. It's the law_ NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: LEO CHECKED BY: SS DATE: 12/19/17 SCALE: N/A CAD I.D.: SDI PROJECT: INITIAL, SITE PLAN FOR Wawa• LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT RD. ALBEMARLE COUNTY VIRGINIA BOHLER E N G I N E E R I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone. (540)349A500 Fax: (540)349-0321 (00ATWIIj[] SHEET TITLE: GENERAL NOTES AND DETAILS SHEET NUMBER: C-1®2 NOTES. A=W1°1T05' sURVEYEO DESCRIEIION L=13135' 9.5'CHB55 CHO=31.35' 2 TEgM$, pgONSKkK,CONgt10N6,AN0 E46EMEMS CONTPINEDIN flIGH1'OF WAVgGgEEL1FM- LORD P TE 101 1. PROPERTY IS Pg RT OF1WlTig6bXpNNOHiIiEATTPCHEOpLgTRKOflpFLIMCEED800K 561 pT PAGE ]B]N1q DFRGROUNq EASEMENT B'ANDBEN�EE%FIRSTNRGINUBpNN�CENIRPLPND VWOINW ELECTRL ANOPoWER BEING PUT OF THE PROPERTY ACCUSED BY MALLOY PROPERTIES IT LLC.q VIRGINIA LIMITED PARCEL 37M RECORDED IN DEED MEN 950 AT PACE M AND BUD THE LINES OF MALLOY PROPERTIED IP, LLC A6 COMPANYO'Kno M4Y 0,1%L AMRP.COROFD SEPTEMBER I I,1SF1. W NET BOOK i1]C.P.DEn AFFECTTILLE LOVELLm COMPANY FROM BRANCH BANKING AND TRUST COMPANY. A NORTH CAROLINA BANKING E BOOK PAGE 98F SI PAGE 069 AMONG TXELWPSMENTS, FµBEtMRLE pECOR0E01N DEED ANOOEEDBOQC <6 , APPROXIMATELOCATION MIMS. 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ALBEMARLECOUNTY VIRGINIA BOHLER ENGINEERING BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20166 Phone: (540)349-4500 Fax: (540)349-0321 3/23/2018 SHEET TITLE TOPOGRAPHIC SURVEY SHEET SHEET NUMBER: C-2®® M116NM1BR�3O'NN1N48'%AN BEiBVNRNLpLW 9Ei9V183089881.OWL YPoN(EDBY: MPLBEY i]].18®INRA WifAYEeeY:O1NL Y a° ;lu k, N 3, 06,050 N P1 N.- J2_ -.T 9.8. 4622 PG. 31 ♦ IF �0 TC2 QIP i I e oe��� Q r` �P�SQ�P�401�o� 1 APFROAv. LOC. VEPCO r/ f ! EASEMENT D,B, 297 PG. 514 ♦ AS SHOWN ON PLAT RECORDED ON D.B. 661 PG, 744 i PROP. CONCRETE r• t /! / .its !t' rl l i f PROP. i STOP , 1 ; 5 / SIGN ! n, EY f i / 0 / r ; tire I to r . f/ " EDAR TOIJiYD--�-f'r� �„ ?, OW 7 / fi 6 DEL'i�S " i 1, / 7 / j _ vk f/ GRADS 1.., _._ r"ly�r APPROX. L6 50 JOINT G G� ACCESS EAS T D. 9. 661 PG ' PROP. LANDSCAPE BUFFER / PROP, MONUMENT SIGN / ,PROP. 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ALBEM,ARLE COUNTY VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 l=ax• rsarn _an_niq1 SITE & UTILITY PLAN H:\16\V7620830RAVVINGS\PLAN SETS\INITIAL PLAN SETS\V162083SS1.DVVG PRINTED BY: DHALSEY 3.23.18 @ 1:29 PM LAST SAVED BY: DHALSEY H:\16\V162083\DRAWINGS\PLAN SETS\INITIAL PLAN SETSW162083SD1.DWG PRINTED BY: DHALSEY 3.23.18 @ 1:29 PM LAST SAVED BY: DHALSEY OVERALL. SITE STORMWATER TREATMENT Sh9RVa18ionaNP CatPpuOi1P11S Far Yl8tk5haett2 6 A'RQ111TIiv'CO3dfYy:"idlti P:,t!>•^srlCt3 {,l}%Itkefts C7dL: 15i1p'. i-1'aT7 Peat: A!k4C'aenm #6ua ai rR�ra.wyA a i rnFa Fr✓� s 63rpJ .ti)1"9a-1.rG'i kFr,31,J.??T[I'}r§ MT', FFR.'EL. -. 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Ka+lr+3 elafwFf n[@v €1ztig1M+r51ttn4Ana3e 1411nQ 1>N?4';w/nSur t 7.+1 C E ytG I' N4A+ei -(gt?y if ,i R,R `,d Y2R katfu'e #.it 421 R d •sBlupn 4St ar Ca E4pRJcnl Arvas e,t:#e a r,r a;nuser c 201 C t t[prej� Rtyt 1 tiP.i?I L!putj RR w, RR ie tips -- �"$ -' 454 ZN.4 3 320 a�! .utiYCo-+F'rn ae - fht3S 4A4 B't `tl 1% L.L10_- 7*id'I ahlar x;2: F 7`-,l7 . •. S5.k . M', GEQ H:\16\V162083\DRAWNGS\P1-AN SETS\INITIAL PLAN SETS\V162083SD1.DWG PRINTED BY: DHALSEY 3.23.18 @ 1:29 PM LAST SAVED BY: DHALSEY STORMWATER„QUALITY CALCULATIONS: BIORETENTION FILTERS MANUFACTURED ED BMP SYSTEMSFILTERR BOX) E D — T O CAPTURE AND TREAT VOLUME EQUAL TO 1.0 INCHES OF RUNOFF(FIRST FLUSH) FROM THE IMPERVIOUS AREA. REMOVAL EFFICIENCY = 65% FRACTION OF IMPERVIOUS AREA SERVED 8,083 SF + 9,950 SF + 25,739 SF + 5,565 SF + 11,815 SF + 27,444 SF -i- 6,219 SF + 6,221 101,036 SF 101,036 SF 119,482 SF = 0.85 L POST = 16.42 LOAD REMOVED =( 0.65)* 0.85 * 16.42 LB = 9.07 LB LOAD REMOVED > REQUIRED REMOVAL 9.07 LB > 8,96 LB STORMWATER TREATMENT (POLLUTANT LOAD REDUCTION) MET PER DCR—VSM HANDBOOK STD.3.1 1 :2 0 W W 00 -6haRV9i+ladt RW EamputalioM For WOMShWS2-6 Short V—n BA9' Compuuffam Fac SVatksheata2.a ShMVMJUA aW C4Mpu129an5 Fof Wo*trbh SE -6 � z () AaxeutarrCyklri'E',zsYca'Prv!u pon?1rd:n�res?:f,4Qd4eJ�ii!Pptd 11,eIJIA 0 L,,J Q = <C = pbin _ ef>mi 4CC atrrotat Raab _ _ 4Y3ix 13vsaurres A.re:sn rraffn u?. F.^ma. P4O bi.H,i+C+, atpSnrM+_a„�tl tv`rFic }J`i_s APs; 7sih F:ai; Rum'e., Pan;._ Af.Rt QCC,r9.V#q{,ASHiaJ. 'PfA1:r Ft sUu';sS:v'c'R. 'I.1nF,wx*, F.'r !fLi W C_i U `PtdpaJ C _ iJ;Sli . "me ?f''•: C'3 P#eParer Fsiap:. p_'. d _ . PleFaw FviF.. 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VOLUME RE(0'D = VOLUME REQ'D= VOLUME REQ'D= (0.41 AC)*(43,560SF/AC)*(11N)*(1 FT/1 21N) (0.59AC)*(43,560SF/AC)*(11N)*(1 FT/1 21N) (0,40AC)*(43,560SF/AC)*(1IN)*(1 FT/121N) 5 1502 CF = 2145 CF = 1452 CF VOL. PROV'D WITHIN FACILITY = 1654 CF VOL. PROV'D WITHIN FACILITY = 2601 CF VOL.. PROV'D WITHIN FACILITY = 1519 CF WATER QUAiLITY VOL. ELEV. = 525.00 WATER QUALITY VOL. ELEV. = 526.50 WATER QUALITY VOL. ELEV. = 524.00 BOTTOM OF BASIN ELEV. = 524.00 BOTTOM OF BASIN ELEV. = 525.50 BOTTOM OF BASIN ELEV. _ 523.00 u cc N m C SDP 2009-00034 (n z o 0 +W�J0x P4 I- ¢ i- z a F ¢ a J ~ S F Q O Q 3 w �v^ U Q 1— m a 0 ',a (� [ z g P P4 ¢ � (D Z p o z >�UO >o W z Z> Z F ?+- OwLSLICD ¢=z o J Z U w 4 0 0 W Q Q m rn Z U 0 . 44 83w c� 00 m W 00 Qoz �Q aa= saw z W Q wXLu Q z—= J W m >, �a:>eIO -w© Ww.=Wo& ,Q�(D�o J '.,.a 0TLLL[ 0w P� maamao H LIJ c, i W cl) Y W �i q o 09 �m >-ww <� W z Q Z:�E z y pq z 2 Y Y z 2 0 W O _ U): co a W O W W O o :D Z m Z Z Z v. fl RE'VISIONS REKI DAT'Lr '%FCOMMMT BY 1 3/23/2018 ARB COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: LEO CHECKED BY: SS DATE: 12/19/17 SCALE: N/A CAD I. D.: SD1 PROJECT: INITIAL SITE PLAN FOR LOCATION OF SIS SEMIINOLE TRAIL AND PROFFIT RD. ALBEMARLE COUNTY VIRGINIA Of E NGIN EERIN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com N ic. No. 052544 3/23/2018 g r1©NAI-�G` SHEET TITLE: SWMV bVJI & i1�AVJiJI REFERENCE SHEET SHEET NUMBER: -502 LANDSCAPE APE SPECIFIC ATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1 "), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1%-, WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"±). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE, THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS 'GROW POWEROR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. H:\16\V1620831DRAWINGS\PLAN SETS\INITIAL PLAN SETSW162083SD1.DWG PRINTED BY: DHALSEY 3.23.18 @ 1:30 PM LAST SAVED BY: DHALSEY 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS, ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE 0F ANY CERTIFICATE OF OCCUPANCY THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN MUST INSTALLED INSPECTEDAND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER Y2" CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A NAINIMUM BRANCHING HEIGHT OF T FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE AY4" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER, THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13, CLEANUP A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. PLANT SHALL TRANSPLANTED AT THE SF GRADE AS IT BORE IN - NURSERY PLOT PRIOR BALLING AND BURLAPPI PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO OF WELL -COMPOSTED LEAVE AND RECYCLED YARD WAST TO BED AND TILL INTO TOP OF PREPARED SO REMOVE THE TOP 1/3 OF TF WIRE BASKET IF PRESENT. AN AND ALL TWINE SHALL E REMOVED FROM THE SHRL BEFORE BACKFILLING. BURU SHALL BE FOLDED BACK INTO PLANTING HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN S HI1jDrXUI33 PLANTING DETAIL NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE -- R CONTAINER -GROWN RUBS, USE FINGER OR 4LL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER 'ER OF POTTING SOIL; THEN FOR PULL APART ANY DTS THAT CIRCLE THE UMETER OF THE CONTAINER "HICK LAYER OF DARK DWN DOUBLE BEDDED HARDWOOD LCH ]SHED GRADE SCE SHRUB ON M SOIL IN FTOM OF HOLE. )ISTURBED 3GRADE L SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. MINIMUM 6" TOPSOIL EXISTING SUBSOIL -III-III- - -III III TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT ]PERENNIAL/GIRS.00t ND COVER PLANTING DETAIL NOT TO SCALE NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED( RUBBER HOSE (1/2" DIA.) 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA. HARDWOOD STAKES 2/3 TREE HT. 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 (PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL I, 0 ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE d TREE AT PLANTING UNLESS DIRECTED oo TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. _-III-I 3" THICK LAYER OF DARK III BROWN DOUBLE SHREDDED HARDWOOD MULCH _ I 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED III=III= YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. =I I REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE FREE PLANTING ON SLOPE DETAIL NOT TO SCALE SEEDING SPECIFICATIONS_ 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10% - KENTUCKY BLUEGRASS SEED 1.1.3. 10% -ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE IOF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS T O EN URE AN EVEN COVERAGE OF SEED. S 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: • TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. • TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. • VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. • FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. w �a z o a Ld r4 0¢ ALL r-9 a 7 J C �? �¢¢oo ao 004a& ❑ �j �P-j P4 zl Fy z F�4 0 }¢ z¢ w= F•�4 Z �,) P,c9 z ❑ o ❑¢ Q ��>XC)z W Z Luzz>z� Qo o W'W¢=z = B -_ r�� J :D (IfZ J ¢oow¢¢ Z m m z o X oz Z �j b V Q W �T4 � w m w P4 U) o z r��--P4 X Z w¢ aDa-xzw z wQa Wzw o �d 0 � Z -j Iw CO m X a 0K j I- two p� o--, w w W a o = o 02 o F JmC9l=-o w - Q o=t=== o w P, U) Q. a� P -4D- m 0 � o a. ���+ r W �w [� w Y O o W 00 �❑ 44,4 wQ¢z�z N& z Y z W z z mo o W ; ¢wor>-= awowwo z app ❑zmzzz w s+� _ a cna REVISIONS DA COMM T BY 1 3/23/2018 ARB COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: LEO CHECKED BY: SS DATE: 12/19/17 SCALE: AS NOTED CAD I. D.: SD1 PR INITIAL SITE PLAN FOR v- ukaW Is LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT RD. ALBEMARLE COUNTY VIRGINIA �YTMBuriLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com v10 E ic. No. 052544 3/23/2018 NeL SHEET TITLE: LAND"SCAPE NO"ITES I AND DETAILS SHEET NUMBER: C-601 ONLY TREES WITH ONE MAIN LEADER ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE ° d d TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE TREE AT PLANTING UNLESS DIRECTED ARCHITECT DO NOT STAKE OR FOLD BURLAP AWAY FROM TOP OF WRAP TRUNK ROOT BALL PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN OR TWICE THE WIDTH POORLY DRAINING SOILS. OF THE ROOT BALL; WHICHEVER IS 4" BUILT-UP EARTH SAUCER GREATER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED PREPARED SOIL FOR, HARDWOOD MULCH TREES 1 PART PEAT MOSS 11�-- — PLANTING ADD 3 TO 4" PART COW MANURE 3; WHICHEVER IS GREATER o OF OF WELL -COMPOSTED LEAVES PARTS TOPSOIL. OR RECYCLED YARD WASTE TO — I BED AND TILL INTO TOP 6" OF -III-I — — — 54 PREPARED SOIL. UNDISTURBED I I—I I I I IIIII =_=I (=I I i_—_—_ — 4-6" DEEPER THAN ROOT BALL _I — _ SUBGRADE —I -III-I —III= -I I -III -III `�— REMOVE THE TOP 1/3 OF THE WIRE BASKET III—III �— IF PRESENT. ANY AND ALL TWINE SHALL BE DIG WIDE, SHALLOW HOLE REMOVED FROM THE TREE BEFORE WITH TAMPED SIDES BACKFILLING. BURLAP SHALL BE FOLDED TAMP SOIL SOLIDLY AROUND BACK INTO PLANTING HOLE BASE OF ROOT BALL SET ROOT BALL ON FIRM OF WELL -COMPOSTED LEAVES OR PAD IN BOTTOM OF HOLE REFERENCE ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. RECYCLED YARD WASTE TO BED EVERGREEN T1XD11�1EE ]PLANT INN DETAIL NOT TO SCALE _ _ PLANT SHALL TRANSPLANTED AT THE SF GRADE AS IT BORE IN - NURSERY PLOT PRIOR BALLING AND BURLAPPI PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO OF WELL -COMPOSTED LEAVE AND RECYCLED YARD WAST TO BED AND TILL INTO TOP OF PREPARED SO REMOVE THE TOP 1/3 OF TF WIRE BASKET IF PRESENT. AN AND ALL TWINE SHALL E REMOVED FROM THE SHRL BEFORE BACKFILLING. BURU SHALL BE FOLDED BACK INTO PLANTING HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN S HI1jDrXUI33 PLANTING DETAIL NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE -- R CONTAINER -GROWN RUBS, USE FINGER OR 4LL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER 'ER OF POTTING SOIL; THEN FOR PULL APART ANY DTS THAT CIRCLE THE UMETER OF THE CONTAINER "HICK LAYER OF DARK DWN DOUBLE BEDDED HARDWOOD LCH ]SHED GRADE SCE SHRUB ON M SOIL IN FTOM OF HOLE. )ISTURBED 3GRADE L SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. MINIMUM 6" TOPSOIL EXISTING SUBSOIL -III-III- - -III III TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT ]PERENNIAL/GIRS.00t ND COVER PLANTING DETAIL NOT TO SCALE NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED( RUBBER HOSE (1/2" DIA.) 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA. HARDWOOD STAKES 2/3 TREE HT. 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 (PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL I, 0 ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE d TREE AT PLANTING UNLESS DIRECTED oo TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. _-III-I 3" THICK LAYER OF DARK III BROWN DOUBLE SHREDDED HARDWOOD MULCH _ I 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED III=III= YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. =I I REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE FREE PLANTING ON SLOPE DETAIL NOT TO SCALE SEEDING SPECIFICATIONS_ 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10% - KENTUCKY BLUEGRASS SEED 1.1.3. 10% -ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE IOF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS T O EN URE AN EVEN COVERAGE OF SEED. S 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: • TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. • TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. • VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. • FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. w �a z o a Ld r4 0¢ ALL r-9 a 7 J C �? �¢¢oo ao 004a& ❑ �j �P-j P4 zl Fy z F�4 0 }¢ z¢ w= F•�4 Z �,) P,c9 z ❑ o ❑¢ Q ��>XC)z W Z Luzz>z� Qo o W'W¢=z = B -_ r�� J :D (IfZ J ¢oow¢¢ Z m m z o X oz Z �j b V Q W �T4 � w m w P4 U) o z r��--P4 X Z w¢ aDa-xzw z wQa Wzw o �d 0 � Z -j Iw CO m X a 0K j I- two p� o--, w w W a o = o 02 o F JmC9l=-o w - Q o=t=== o w P, U) Q. a� P -4D- m 0 � o a. ���+ r W �w [� w Y O o W 00 �❑ 44,4 wQ¢z�z N& z Y z W z z mo o W ; ¢wor>-= awowwo z app ❑zmzzz w s+� _ a cna REVISIONS DA COMM T BY 1 3/23/2018 ARB COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: LEO CHECKED BY: SS DATE: 12/19/17 SCALE: AS NOTED CAD I. D.: SD1 PR INITIAL SITE PLAN FOR v- ukaW Is LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT RD. ALBEMARLE COUNTY VIRGINIA �YTMBuriLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com v10 E ic. No. 052544 3/23/2018 NeL SHEET TITLE: LAND"SCAPE NO"ITES I AND DETAILS SHEET NUMBER: C-601 d ONLY TREES WITH ONE MAIN LEADER ° d d SHALL BE PURCHASED, DO NOT PRUNE d11 O ° d TREE AT PLANTING UNLESS DIRECTED 0.4 ° TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE ° OR WRAP TRUNK ° FOLD BURLAP AWAY FROM PREPARE WIDTH OF o o TOP OF ROOT BALL PLANTING HOLE 6 FT OR ° TWICE THE WIDTH OF SET ROOT BALL FLUSH TO GRADE o THE ROOT BALL; e d oo o d OR SEVERAL INCHES HIGHER IN WHICHEVER IS GREATER o POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 3" THICK LAYER OF DARK BROWN DOUBLE 1 PART COW MANURE SHREDDED HARDWOOD MULCH 3 PARTS TOPSOIL BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR UNDISTURBE RECYCLED YARD WASTE TO BED SUBGRADE II III II AND TILL INTO TOP 6" OF _ _ — — — PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL DIG WIDE, SHALLOW HOLE =I —_ _=III=I I — __— — _ — —III=III=III=III—III= WITH TAMPED SIDES —III=III— (I I=I I I I —I REMOVE THE TOP 1/3 OF THE WIRE BASKET IF I i— PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK AROUND BASE OF INTO PLANTING HOLE ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE PLANT SHALL TRANSPLANTED AT THE SF GRADE AS IT BORE IN - NURSERY PLOT PRIOR BALLING AND BURLAPPI PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO OF WELL -COMPOSTED LEAVE AND RECYCLED YARD WAST TO BED AND TILL INTO TOP OF PREPARED SO REMOVE THE TOP 1/3 OF TF WIRE BASKET IF PRESENT. AN AND ALL TWINE SHALL E REMOVED FROM THE SHRL BEFORE BACKFILLING. BURU SHALL BE FOLDED BACK INTO PLANTING HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN S HI1jDrXUI33 PLANTING DETAIL NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE -- R CONTAINER -GROWN RUBS, USE FINGER OR 4LL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER 'ER OF POTTING SOIL; THEN FOR PULL APART ANY DTS THAT CIRCLE THE UMETER OF THE CONTAINER "HICK LAYER OF DARK DWN DOUBLE BEDDED HARDWOOD LCH ]SHED GRADE SCE SHRUB ON M SOIL IN FTOM OF HOLE. )ISTURBED 3GRADE L SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. MINIMUM 6" TOPSOIL EXISTING SUBSOIL -III-III- - -III III TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT ]PERENNIAL/GIRS.00t ND COVER PLANTING DETAIL NOT TO SCALE NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED( RUBBER HOSE (1/2" DIA.) 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA. HARDWOOD STAKES 2/3 TREE HT. 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 (PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL I, 0 ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE d TREE AT PLANTING UNLESS DIRECTED oo TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. _-III-I 3" THICK LAYER OF DARK III BROWN DOUBLE SHREDDED HARDWOOD MULCH _ I 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED III=III= YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. =I I REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE FREE PLANTING ON SLOPE DETAIL NOT TO SCALE SEEDING SPECIFICATIONS_ 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10% - KENTUCKY BLUEGRASS SEED 1.1.3. 10% -ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE IOF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS T O EN URE AN EVEN COVERAGE OF SEED. S 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: • TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. • TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. • VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. • FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. w �a z o a Ld r4 0¢ ALL r-9 a 7 J C �? �¢¢oo ao 004a& ❑ �j �P-j P4 zl Fy z F�4 0 }¢ z¢ w= F•�4 Z �,) P,c9 z ❑ o ❑¢ Q ��>XC)z W Z Luzz>z� Qo o W'W¢=z = B -_ r�� J :D (IfZ J ¢oow¢¢ Z m m z o X oz Z �j b V Q W �T4 � w m w P4 U) o z r��--P4 X Z w¢ aDa-xzw z wQa Wzw o �d 0 � Z -j Iw CO m X a 0K j I- two p� o--, w w W a o = o 02 o F JmC9l=-o w - Q o=t=== o w P, U) Q. a� P -4D- m 0 � o a. ���+ r W �w [� w Y O o W 00 �❑ 44,4 wQ¢z�z N& z Y z W z z mo o W ; ¢wor>-= awowwo z app ❑zmzzz w s+� _ a cna REVISIONS DA COMM T BY 1 3/23/2018 ARB COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: LEO CHECKED BY: SS DATE: 12/19/17 SCALE: AS NOTED CAD I. D.: SD1 PR INITIAL SITE PLAN FOR v- ukaW Is LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT RD. ALBEMARLE COUNTY VIRGINIA �YTMBuriLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com v10 E ic. No. 052544 3/23/2018 NeL SHEET TITLE: LAND"SCAPE NO"ITES I AND DETAILS SHEET NUMBER: C-601 AREA . SYMBBOL:.QTY LABEL � 1� ARE-EDG-3MB-DA-06-E-UL-WH-700-57K ARE- EDG -4M-DA-06-E- UL -WH -700-57K am ARE-EDG-4M B -DA -06 -E -UL -W H -700-57K Cree EdgeTM Series I.. a.y U. -I. wWa aw nm mm,°.wlua.. ,...awnuvx: a+m+w,.,•w:l..,m r:rrowrm s„M.rr t � EEE I i � W IM i bn n N arv'lemll IUN• wlml tpplM aq' +mol.b rNnrlo+wqu°eYd K nY+ pmvBp}—�%{y a.®uaxnu+„mrx..mnmm v zf 4aL�L Ms�"im°w0 ,wu Me[esxrws � c,at 'd•4 Wn ,_..I vmxIa s—, V irvr rtaulrgllammm Pa°vs..n.m ..w1<n.,,ewao-�..ns.+ e ,u`.uf..,w _.._ C—EEgem LSDM WPW ! 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CREE - CANOPY o� • SYMBOL: QTY LABEL; Y, A CAN -304 -SL -RD -06 -E -UL -MIH -700-57K 304 Series'•' LED P— dCarNnr Lunn re COU ® a xasL� moa ciacmwrwm:,eve PanslsPMflmllarls w6iwcTW m+i ^vN N tmemm ammW n.ww+.ms.ngwx..+.rm.enw m.-b� w.� wa I tlry M cWi• mw ew'°wenNalm+eenxv.imlwwmPavJ, r„.SYN,« r�uw�..pK w,va waWw p w CREE $. . .e,.,,.p>arpxixiW� 1 °S0"1�'II� Wm,N I desiN p'owau n`m:mp n6°.mn i���m �oi`w.0 CREE ” v.. tls...,..•.•wwNs rlwNlas.aaw .iPoaw°.,6 v,....•®.®...,+ .nm,.n.,b„ow"xirs°r l r WALL MOUNTED N 0o SYMBOL: QT'Y: LABEL l xx 2fi44 wx4lt .etk�°itu Ji;Yb?. Y • t SEC-EDG-3 M -W M -04 -E -U L -W H-350-57 K Cree EdgeTM Series LaD lou, ftlPau wPo'm.lre P &d kvsipMn d W P W p T. 1 °S0"1�'II� Wm,N I desiN p'owau n`m:mp n6°.mn i���m �oi`w.0 CREE ” v.. tls...,..•.•wwNs rlwNlas.aaw .iPoaw°.,6 v,....•®.®...,+ .nm,.n.,b„ow"xirs°r l r WALL MOUNTED N 0o SYMBOL: QT'Y: LABEL l xx 2fi44 wx4lt .etk�°itu Ji;Yb?. 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It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No V162083 DRAM BY LEO CHECKED BY SS DATE: 12/19/17 SCALE'. N/A CAD I.D.: SD1 PROJECT: INITIAIL SITE PLAN 1 Ol Wawa® LOCATION OF SYPli SEMINOLE TRAIL AND PROFFIT RD. ALBEMARLE COUNTY VIRGINIA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone'. (540) 349-4500 Fax (540) 349-0321 3123/2018 LIGEITING DETAILS SHEET NUMBER. 0-701