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HomeMy WebLinkAboutSDP202000071 Plan - Submittal (First) Initial Site Plan 2020-10-23O C N v 0 u a 0 c `o S T N E y 0 T 0 a 0 s 3 v 0 u 0 P N N Q a c 0 0 S i, ti Y n c 0 0 a 0 a 0 3 c � o Ny� N S t n = Y � w U r J — 3 0 ¢ 3 i .- v m E m , _n0 n o c o o m i s e ¢ o J W � u y C C o v o J m a 0 o a ET v - n a ¢ o I a o N _v m o � c w �o a m p1 !1 n I o 3 U S C U O s J `o m �v I m d N a � a w U J m Y N i v Y £ E T O C � O `r o T " �T m N v ai N ti0 0 0 o vE U J C yJ C n i Y e � m a �r � C N I � J a N 0 C o .� o� J a a O O L ya �v C O �v � L n " c 3 o� v � o n n � a or ,Iq PROJECT CONTACT LIST APPLICANT/DEVELOPER GREEN CLEAN HOLDINGS, LLC 5215 COLLEY AVENUE, SUITE 109 NORFOLK VA 23508 CONTACT: CRAIG VAN BREMEN EMAIL: CRAIG@GCAWEXPRESS.COM TEL: (757) 460-8360 OWNER GUARANTY BANK C/O W ROD GENTRY, UNION BANK, AND TR 4344 INNSLAKE DRIVE GLEN ALLEN, VA 23060 CIVIL ENGINEER Kimley*Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@I<IMLEY—HORN.COM ARCHITECT SBA STUDIOS, LLC 1565 DALE FORD ROAD DELAWARE, OH 43015 TEL: (440) 476-8539 CONTACT: KEVIN CIESZYKOWSKI EMAIL: KEVINC@SBA—STUDIOS.COM SURVEYOR JENNINGSTEPHENSON P.C. N LAND SURVEYORS W & PLANNERS JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 PLANNING/ZONING PLANNING COMMISSION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (804) 677-0463 CONTACT: COREY CLAYBORNE STORMWATER FACILITIES AND ENVIRONMENTAL SERVICES 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 PUBLIC UTILITIES PUBLIC WORKS 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. VICINITY MAP tip �} i ROJECT LOCATION /FDRTUNE PARK ROAD WORTH CROSSING STATE ROUTE 1722 VICINITY MAP SCALE: 1 " = 500' RIVANNA DISTRICT SHEET INDEX SHEETNUMBER SHEETTITLE CA-100 COVER SHEET CV-101 EXISTING CONDITIONS CS-101 SITE PLAN CS-501 SITE DETAILS CG-101 GRADING PLAN CU-101 UTILITY PLAN CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CP-101 LANDSCAPE PLAN CP-501 PLANTING NOTES AND DETAILS TOTAL NUMBER OF SHEETS: 10 PROJECT DATA SITE STATISTICS PARCEL ID: 046B4-00-00-001DO SITE ADDRESS: 3290 WORTH CROSSING ZONED: HIGHWAY COMMERCIAL MAGISTERIAL DISTRICT: RIVANNA OWNER: GUARANTY BANK C/O W ROD GENTRY, UNION BANK NDTR 43551NNSLAKE DRIVE GLEN ALLEN, VA 23060 EXISTING USE: COMMERCIAL PROPOSED USE: COMMERCIAL BUILDING SIZE: 3,700 sf BUILDING HEIGHT: 22' 4" TOTAL SITE AREA: 1.08 AC. TOTAL DISTURBED AREA: 0.79 AC, TOTAL IMPERVIOUS COVER: 0.51 AC. (47%) OPEN SPACE: 0.57 AC. (53%) STEEP SLOPES: EXISTING LANDSCAPINGTO REMAIN; NO DISTURBANCE PROPOSED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY - PANEL NUMBER 51003CO140D EFFECTIVE DATE: FEBRUARY 4, 2005 WATER: ACSA SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BYJENNING STEPHENSON, P.C. ON OCTOBER 15, 2020 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38"7'42"N LONGITUDE: 78°26'19"W RECEIVING WATER(S): SOUTH FORK RIVANNA RIVER VAHU6CODE: JR08 BUILDING SETBACKS FRONT: 10' (SEMINOLE TRAIL) FRONT: 10' (WORTH CROSSING) FRONT: 10' (FORTUNE PARK ROAD) SIDE: 0' PARKING REQUIREMENTS ZONING ORDINANCE: 1SPACE PER 2005F OF NET OFFICE FLOOR AREA PARKING REQUIRED: (1256 SF/200 SF) = 7 SPACES PARKING PROVIDED: 19SPACES HANDICAP SPACES REQUIRED: 1SPACE HANDICAP SPACES PROVIDED: 1SPACE TOACCIr nATA AM PEAK HOURTRIP (ENTER/EXIT) N/A PM PEAK HOURTRIP (ENTER/EXIT) 29/28 VEHICLETRIPS PER WEEKDAY 59 } m O N W O � N � O O 0 N N} N U Q Z> O U1 p Z O U = N O U cc O CC n U N ¢ Z o Z' r O Q N cO = ~ O } oe � J 0 (n � _ W Y } 0 — Y ¢ O � 00 N J J © 2� Mae O 0 ti RYAN PERKINS Lic. No. 046565 I10/23/2p20 A � m � p w N = 0 af ~ N } m a d N Q o m o Q \ w z z Y ¢ Ln ¢ w U 0 0 U Z w J U Z W Lu 0 V ry li LL] O U V Z X �Q LL O J LUU Nw LL 7 D- ILL] w w I& SHEET NUMBER CA-100 U C N v 0 u a 0 0 I E 0 r a a s 3 v a 0 N U N W 0 N a a c 0 C 0 a v Y a n p o 0 Z o � a _o Z o J 0 0 Z o N 7n `o x w w � 0 U > 3 J No N �3 o L p N Q� N k c C 0 O o v J u C O 0 N E n Q 0 I = a p C _ O O ti C N E m v I o �a �o p 3 S C U p 3 I � v 1 a j o > v 0 Ia a Y U v N E W p 0 � T 7l o J D v � c N h ti ai � u N a d p w a� p O C n • z E 5 Z o :J w J, o Z e 'v m X t � a r a N � C p p 0 J a p O Y � a 0 �y n �.3 ov v E o p c n 0 E U � O N � os J I I TOP=517.05 / FL= 510.40 1 II 9 9 1►e SEMINOLE TRAIL U. S. ROUTE 29 SLOPES LISTED AS CRITICAL (VARIABLE WIDTH R/W) �ON ALBEMARLE COUNTY GIS CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD Cl 133.38 325.00 23'30'53" 67.64 S50"44'05"W 132.45 C2 65.30 35.00 106*54'18" 47.22 N87'34'13"W 56.24 C3 46.14 35.00 75'31'49" 27.11 NO3'38'51"E 42.87 _ OD - - -526- ROD FND. N 4�� _ 82.21 _ _ FND. - _ 46 `4 5 "E _ d� 99- 91, ROD ROD 5 5 3- - - - - ® �Y ® /63djiY.a ,ram CFO SET FND. -522--_----- - uw�F® --aL 21- - - - ® 525, 520 ROD25 /j /// -----_ 8CGULD NOT ACCESS 24 BM #1 SQ. CUT ON \ -519 LIGHT POLE BAS ® \ �5224// �520/ c p p \I \ Al y l I / (� hry-521- FIRST CITIZENS BANK & TRUST COMPANY #3290 f \ ADDRESS: 1815 FORTUNE PARK ROAD 1 STORY / \ I PARCEL ID: 04684-00-00-001D1 / -520- - - OF BRICK I I ZONED: HIGHWAY COMMERCIAL / TOP=519.95 a OO F.F.=521.00 J FL=514.25 ® / 1.080 ACRES P D� STE PAI ® \ D -520 �® \ N I -519 FL=515.30 \ 1 �al�y (�� i---------.519- ow`Y' �` p, �• rn (15)=507.50 - " BM #2 iUBT) 50� 400// /CORNERNORTHEAS OFTDI ELEV=512.83 Zvi 7� � _e co 7 TOP=518 � I �p \ FL ? \ (a=515.. / / \ - TOP=518.08 / - - - 517- _ \ SS (� S�?/� SS S FL=513.10 5 =�� SS SS --516-1 ®e��� I \ �s1s C1 POP=514.47 _ \ \ s„A FL=509.60 \ yo \ FORTUNE PARK S°RCP TFOLP 514.45 �- (5�/ ROAD o D.B. 1643 PG. 643 TOP=516.46 \ \ FL=511.95 LEGEND a" DECIDUOUS TREE 8 SHRUB • BOLLARD HANDICAP PARKING/RAMP BENCHMARK 0 CLEANOUT OE ELECTRIC METER AG HVAC UNIT FE-VI ELECTRIC VAULT GV CABLE VAULT TP TELEPHONE PEDESTAL SIGN FIRE HYDRANT pQ WATER VALVE ® WATER METER ® GRATE INLET Qo DRAINAGE MANHOLE OO SANITARY MANHOLE r LIGHT POLE GRAPHIC SCALE IN FEET 0 10 20 40 ALTA/NSPS LAND TITLE SURVEY OF `� H 0p y 1. 080 ACRES OF LAND LOCATED ON THE P 'Limi Y SOUTH LINE OF SEWIVOLE TRAIL KENNETH R BLAYLOCK, JRZ RIVANNA DISTRICT * ALBEMARLE COUNTY, VIRCINIA v Lic. NO. 2833 DATE: OCTOBER -_, 2020 E N N N G 10160 STAPLES MILL ROAD STEPHENSON P.C. SUITE 103 L UVD SUR�4 GLEN ALLEN, VA 23060 LAND SURVEYORS PHONE - 804-545-6235 FAX - 804-545-6259 & PLANNERS J.N. 20-667 } m O N W o � N � 0 W z Ln o o un m > LL 01 I I I I 1 1 zo 1 O 0 N N U Q Z> O vi o z < Q o O U c O N rcc U z O I+) 0_ Z O � O Q N cp = Z � � Y (ifcoo O N � _ W Y } o o_� - Y Q o 3: O O N J o� O O Z m a_ Om U u7 m Df Q W un \ u� m r m N Q o m o _ J w U Y C) a a U w U/ (/// •^) Z V O z_ Vi X Z W 0 U Q z V Z Z Q X J2ow z V��c) Z Z Lu 0 w W�IL�z o n/ LL O(D c) (D m N M w m Q SHEET NUMBER CV-101 U C 0 v 0 0 N Q a 0 c 0 T N E Y U T 0 s 3 0 a 0 N N 0 0 0 N Q a 0 0 a v Y 0 0 a a a a 0 C 0 0 N `o nD � Z o ¢ c J v 1 r it 3 n 0 U 3 v N u N v v o N a t m n s c 0 j 0 v ¢ " o v o ° �0 �E E 0 E 0 m o n 0 v I � v = o- 0 t6 v o o n �v E o N � n 3 u Z 3 o 0 v c m v a t o I N � a � a >� U N J a N Y £ Y 0 T C � o a a v n a T " v o > U N 0 �c V c v E n o U � 0 Z N ¢ J i v J v n a Y � C 0 n D n N � C 0 N O 0 J a a O O Y r _ a �v n 0 � U � v � y n c 3 Y o� � o n E 0 v a or NORTHING: 3 EASTING: 11 PROPOSED MONUMENT SIGN (UNDER SEPARATE PERMIT) NORTHING: 3934422.42 EASTING: 11500431.54 10' FRONT BUILDING SETBACK =`� '7 24" WHITE SOLID STOP BAR R1-1 STOP SIGN & R5-1 "DO NOT ENTER" SIGN R1-1 STOP SIGN C4P 24" WHITE SOLID STOP BAR I I � EXISTING CG-9D ENTRANCE TO REMAIN IL E C - NORTHING: 3934307.12 - EASTING: 11500509.65 ®® 1 \ s„ WORTH CROSSING CENTERLINE SEMINOLE TRAIL J CENTERLINE CORNER OF DI ELEV=512.83 SEMINOLE TRAIL U. S. ROUTE 29 10' FRONT BUILDING SETBACK (VARIABLE WIDTH R/W) P. 0. B. Roo FND. N41'24'45"E _ --- 82.21' _ _ _ - VDOT STD. CG-12 RAMP ADA SIGN AND BOLLARD ADA PARKING SYMBOL r---i CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD Cl 133.38 325.00 23-30'53" 67.64 S50'44'05"W 132.45 C2 65.30 1 35.00 106'54'18" 47.22 N87'34'13"W 56.24 C3 46.14 1 35.00 1 75'31'49" 27.11 NO3'38'51"E 42.87 ROD FND. -N46'425 -_ 99 BM #1 114 SQ. CUT ON LIGHT POLE BASE ELEV=520.71 r u-ml'UNE PARK ROAD (5"/W)_ D.B. 1643 PG. 643 FORTUNE PARK ROAD CENTERLINE 6" WHITE STRIPE GRAPHIC SCALE IN FEET 0 10 20 40 3934595.36 11500561.37 ROD FND. LIGHT (TYP.) FIRST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 046B4-00-00-001D1 ZONED: HIGHWAY COMMERCIAL -PAY STATION, MENU BOARD, AND LIFT GATE (DESIGN BY OTHERS) CURB AND GUTTER BYPASS LANE TO BE MANAGED WITH CONES BY ATTENDANTS ORTHING: 3934451.83 ASTING: 11500719.57 SITE PLAN LEGEND HEAVY DUTY CONCRETE CONCRETE SIDEWALK LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CURB & GUTTER SITE PLAN NOTES 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 4. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED FOR ALL PAVEMENT STRIPING. 5. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. 2" SM-12.5A SURFACE COURSE �Kl 8 UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH B" MIN. BELOW SUBGRADE ELEVATION. LIGHT DUTY ASPHALT PAVEMENT SECTION ►[H1110161MM$42 r 1.5" VDOT SM-12.5A ASPHALT COURSE IT CONCRETE -I - 8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE: STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM-698) TO A DEPTH 8" BELOW SUBGRADE ELEVATION HEAVY DUTY ASPHALT SECTION NOT TO SCALE 6" AIR ENTRAINED PORTLAND CONCRETE CEMENT W/ MIN. 650 PSI FLEXURE STRENGTH & MIN 4000 PSI 28-DAY COMPRESSIVE STRENGTH + IF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++++++ \-8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH 8" MIN. BELOW SUBGRADE ELEVATION. HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE 0 N C 0 N 0 w 0 m z 0 w o LM N n N U Q Z> O vi o �z Qo U = N o N m o � U Q z O ool�o 0 / \ z o r 0 � oV) � _ r o W Y o - Y Q o � 0 0 N J J © 2� O 0 ti RYAN PERKINS Lic. No. 046565 II0/23/2p20 A :3: m O� CD w o af N } m a d N Q o m o Y O ¢ Ln ¢ w U V w 0 0 _ U GZ`' a_ W F_ m Z Z Q X z J2ow Urv�c) Z W <z LuLL, Lij �: � >- O (LL' i\ 0 (D v W J N < Q w m J Q SHEET NUMBER CS-101 v; 0 0 v 0 T E 0 0 a 0 s a 0 t N U C N 0 0 a a U 0 C 0 a ti Y 0 0 0 a v 0 0 C 3 O O 0 N J 0 a w a „J o � c 'n 3 'o n s 11 3 J � v m O s n a T c Q 0 U / c 0 3 0 `m �o L o o E E - D 0 Q O 0 N O � 6 W c 0 � a v n n v I v 3 U 0 3 0 :J o c +- G c �v � v v I c 0 � v t o h a j a > u J U U a Y / s Y y 0 E = O � � O � O N 5 � o- w T c N D N v v 0 �D o E U � C _J o Q N _ o n s a m n0 I 0 n o a N � C G o � J � ao Y r _ a �v n 0 m u v v � S n " L 3 Y o� E n E n or ADA PARKING SIGNAGE (PER DETAIL) 3" GALVANIZED SQUARE TUBE USE 4" SCH. 40 STEEL PIPE FILLED WITH CONCRETE WITH TOP ROUNDED. PAINT TRAFFIC YELLOW IF SIGN IS WITHIN PAVED AREA OR SIDEWALK SLOPE TOP OF CONCRETE GROUND / PAVING SURFACE 4000 PSI CONCRETE ADA PARKING SIGN POST TYPICAL AT ALL 18"x12" R7-8 SIGN ACCESSIBLE SPACES GREEN LEGEND ON WHITE BACKGROUND; WHITE SYMBOL I�GdL113id/ ON BLUE ON WHITE PARKING BACKGROUND ADA SIGN POST (PER DETAIL) 12"x6" R7-8P SIGN TYPICAL AT ALL VAN GREEN LEGEND ON ACCESSIBLE SPACES WHITE BACKGROUND VAN AACCESSIBLE 12"x9" PENALTY SIGN (AS REQUIRED BY STATE OR LOCAL CODE) NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. ADA PARKING SIGNAGE R=4" I 2 COATS WIDE BLUE TF PAINT ADA PARKING SYMBOL G\\sG .�yP•S�P 3/8" WIDE x 1" DEEP SAWCUT CONTROL JOINT SEE CONCRETE SIDEWALK SECTION APPLY 1/2" THICK PRE -FORMED PLAN EXPANSION JOINT FILTER CONCRETE SIDEWALK CENTERLINE OF DRIVEWAY 5' S' \- TWO COATS WHITE REFLECTIVE TRAFFIC PAINT DIRECTIONAL ARROW PARKING LOT STRIPING z J o_ w 00 v 0 w U z a �z1ow �Q � H O 3 C7 [V v STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT STOP BAR STRIPING 'v IIIIIIIIIIIIIIt7 1 4 4RKING LOT STRIPING TO 2 COATS OF WHITE FLECTIVE TRAFFIC PAINT NOTE: SEE SITE PLAN FOR PARKING SPACE LAYOUT AND DIMENSIONS BACK OF CURB 4" CONCRETE, MIN. 3000 PSI STRENGTH 4" COMPACTED VDOT TYPE I #21-A STONE BASE BROOM FINISH COMPACTED SUBGRADE NOTE: REFER TO GEOTECHNICAL REPORT FOR FINAL SECTIONS AND DETAILS SECTION SIGN PER PLAN 5/16" BOLT IN 3/8" (ALUMINUM, 0.08" THICK, HOLE (TYP. OF 2) SHAPE AND SIZE VARIES N I I I I � I I I I 2.0 MIN. IN SIDEWALK l %ND PAVEMENT AREAS / I VARIES Z--,-GALVANIZED STEEL PIPE i o 4' O 7 6" DIAMETER CONCRETE BASE 30" (WHITE LEGEND, RED BACKGROUND) DO NOT ENTER SIGN (R5-1) CG-12 65 DOWELS, 8" LONG PERMISSIBLE AT 12" C-C 5' MIN CONSTRUCTION JOINT L BACK 121 MAX 12:1 MAX N RAMP (SEE TABLE) RM1P (SEE TABLE) a }B J A TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS PAVEMENT / PERMISSIBLE 4 CONSTRUCTION 3 FINISHED GRADE JOINT It O ' U SECTION B-B NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA SIGN POST 30" z u (WHITE LEGEND, RED BACKGROUND) STOP SIGN (R1-1) M NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, CROSSWALK SEE SHEET 1OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION SLOPE. WITHIN CROSSWALK �-LANDING 480 MAC0. . TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 8" CURB 0 4 6 1 5 7 2 s 8 3 6 9 4 8 12 5 10 15 6 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/I6 hI191I' [Shun 11 a9 Lei GI 0 N 0 NN a J� I 609 — CLASS �L °1.y fir Nc:w 4 I E `n INTERIOR SITE CURB/GUTTER Krs CROSSWALK N PERPHE TA/1 EU WRHITHE ' N CR058WALK AREA Ntl:A CURB 4' BUFFER STRIP 5' SIDEWALK DIAGONAL PLACEMENT �LMCW 48-1 MAX. u 1�2-190 T CROSSWALKI = R _ CROSSWALK = 3 CURB4 n y n WITH BUFFER STRIP CONCRETE WITHOUT BUFFER STRIFY CC-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 4000 PSI CONCRETE BITUMINOUS SURFACE MPACTED BASE COURSE SPECIFICATION REFERENCE 105 502 i I " 9" 2.5FROM BACK CURB OR BLDG /-2-#3 BARS CURB AND GUTTER COMPACTED BASE COURSE W DIA. STEEL RODS (#4 REBAR) 2.0' MINIMUM LENGTH ELEVATION VIEW SECTION A -A NOTE: 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. 2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB CONCRETE WHEEL STOP f�l o 0 N N7 N U Q Z> 0 UI p z o 12N U c) oO U EO O 0_ CC) U z o o Lo o Q N c0 = Z V) OD] > o J O cn g _ W Y r o o � - Y Q o � 0 0 N J J o O ti , RYAN PERKINS Lic. NO. 046565 ,10/23�2020 � U p CDT N O U n Of LL O af a d � N Q o m � Q \ w z z Y O _ U V1 w 0 0 U Q W W LI' Z V Z Q X z j ow 0 Z W �z LLI�LLIw>- LLI��ff�nnz O V 0 (D v 0 W J N < Q Ld W m J Q SHEET NUMBER CS-501 ui v 0 0 a 0 `0 x T E ° r a a 3 v 0 N U C N v D .0 Z m ¢Q J i a J o Y C - o Z = a :J v Z 'E � T z n o o a z ° a ° n � o Y C - O N ¢ `o = w i o z c Z v :9 3 z „ 0 ¢ O Y 7 3 _ v E U i y N �s m e n ° c v 1 c �o �o c n E o . �o aw E° N D J ¢v 6 _ v 00 a v a o° ° E n S u I r 3 U c � o v ° v c c v 0 v v a 0 � a w q U v 0 l N > v J s `o Y f C Y o D N E � a m � c N 0 U m w 0 v `o N N c E v L O C n o 0 U 'J N z O J v 1 s 7 D 0¢ w Y U a N � C ° N O � J � U O O L Y r _ a �v n 0 � u �v L Y n L 3 Y o� E o 0 n E u D O or / / / / TIE TO EXISTING / CG-9D ENTRANCE / / / TOP=517.0`. / FL=510.40 M M TOP=512.32 c/) STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STR. 110 TO STR. EX 101 23 LF 15 IN EX RCP 14.48% 513.00 509.60 STR. 111 TO STR. 110 34 LF 15 IN RCP 0.50% 513.27 513.10 STR. 112 TO STR. 110 19 LF 15 IN RCP 0.50% 513.20 513.10 STR. 113 TO STR. 110 98 LF 15 IN RCP 0.50% 513.59 513.10 STR. 114 TO STR. 113 90 LF 15 IN RCP 0.50% 514.14 513.69 STR. 115 TO STR. 114 58 LF 15 IN RCP 0.50% 514.53 514.24 STR. EX 101 TO STR. EX 100 105 LF 18 IN EX RCP 0.86% 509.60 508.70 STR. EX 102 TO STR. EX 101 122 LF 15 IN EX RCP 1.93% 511.95 509.60 SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) I I I I CONTRACTOR TO ENSURE 2% MINIMUM SLOPE THROUGHOUT GRASS AREA TO INLET 115 -5 �1 'S2 � 5 21-� BM SQ. CUT LIGHT POLE ;%E / 519.57 519 99' C v v TC BTC -ter--� \ \ I � � I ) 519.57 FF r'5\119*8T3 19.22 519.6 TC BC 520.12FS;519.69: = 520.08 F TC 520.00TC 519.61 FS TC I I <, 91975 D.B. 1643 PG. 46 3 STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STIR. 110 VDOT STD. DI-1 516.43 3.43 STR. 111 VDOT STD. DI-3B (L=6') 515.69 2.42 STR. 112 VDOT STD. DI-3C (L=6') 518.01 4.81 STR. 113 VDOT STD. MH-1 519.03 5.44 STR. 114 VDOT STD. DI-3C (L=6') 520.17 6.03 STR. 115 VDOT STD. DI-1 516.93 2.40 STR. EX 100 EXISTING STRUCTURE 512.85 4.00 STR. EX 101 EXISTING STRUCTURE 514.47 4.87 STR. EX 102 EXISTING STRUCTURE 516.46 4.51 _ I - I \( I NN 519.25 \ \ \ \ LIMITS OF DISTURBANCE (0.79 AC.) TC \ \ _ SS \ \ \ AND GUTTER TOP=516.4 \ FL=511.95 O0� S; I �\ �I TOP=518.08 -�--{S) FL=513.10 GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION ME: MATCH EXISTING FF: FINISHED FLOOR ELEVATION CURB AND GUTTER GRADING NOTES 1. THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL PLUMBING CODE. 2. PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO CENTER OF CHAMBER. 3. VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES WITH HEIGHT GREATER THAN 4 FEET. 4. ADA ACCESSIBLE PARKING SPACES ARE SHOWN AND DESIGNED WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 5. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE DESIGNED WITH A MAXIMUM 1.75% CROSS SLOPE AND A 4.75% LONGITUDINAL SLOPE. CONTRACTOR TO ENSURE CROSS SLOPE DOES NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 6. CONTRACTOR TO MATCH EXISTING GRADES AT LIMITS OF DISTURBANCE AND ENSURE POSITIVE DRAINAGE. STORMWATER MANAGEMENT NARRATIVE ORMWATER QUANTITY: TO ADDRESS STORMWATER QUANTITY REQUIREMENTS FOR THE SITE, THE ENERGY BALANCE METHOD WAS CHOSEN. THE LIMITS OF ANALYSIS USED FOR THE ENERGY BALANCE CALCULATIONS (0.79 AC.) IS THE LIMITS OF DISTURBANCE. THIS SITE OUTFALLS TO STRUCTURE EX 101 AND THE EXISTING STORMWATER CONVEYANCE SYSTEM CONTINUES DOWNSTREAM ACROSS FORTUNE PARK ROAD. DUE TO A REDUCTION IN IMPERVIOUS AREA, THE ENERGY BALANCE IS MET FOR THE 1-YEAR STORM. ADDITIONALLY, THE POST -DEVELOPMENT FLOW FROM THE 10-YEAR STORM IS LESS THAN THE PRE -DEVELOPMENT 10-YEAR FLOW. CHANNEL PROTECTION AND FLOOD PROTECTION REQUIREMENTS ARE MET AND NO FURTHER ANALYSIS IS REQUIRED. TORMWATER QUALITY: THE LIMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS (0.79 AC.) INCLUDE THE ENTIRE LIMITS OF DISTURBANCE FOR THE SITE. NO PHOSPHORUS LOAD REDUCTION IS REQUIRED DUE TO THE REDUCTION IN IMPERVIOUS AREAS IN THE POST -DEVELOPMENT CONDITION. STORMWATER MANAGEMENT SUMMARY Pre -Development Runoff Curve Number (CN) 93 Drainage Area 0.79 acres Runoff Peak Flow Storm Event Impervious Area 0.69 acres VolumeV q (cfs) Managed Turf 0.10 acres 1 -year 6,011 2.88 ForesVOpen Space 0.00 acres 10 -year 5.69 Time of Concentration (Tc) F 6.0 min Post -Development Prior to Routing) Runoff Curve Number (CN) 84 Runoff Peak Flow q Storm Event VolumeV cfs) Drainage Area 0.79 acres 1 -year 3,964 1.80 ImperviousArea 0.49 acres 10 -year 4.30 Managed Turf 0.30 acres ForesVOpen Space 0.00 acres Time of Concentration (Tc) 10.0 min Channel Protection Compliance Energy Balance Equation, 1-year Storm Improvement Factor 0.9 0-post < I.F. x Qpre x RVore/RV_post < 0.9 x 2.88 x 6011 / 3964 1.80 PASS Flood Protection Compliance 10-year storm post < re 4.30 < 5.69 PASS GRAPHIC SCALE IN FEET 0 10 20 40 w 0 m w a 0 o 0 N LM N U z> O V�o �z o 0 U U cc O Y n U N z o o o L Q N c0 = ~ O J} o coo0 (n � _ W Y } O - Z Y Q w O � E 00 N J © 2� Mae O O ti RYAN PERKINS Lic. No. 046565 II0/23/2020 A � m � p w N af af a d cv Q o m o Q \ w 0 z Y O _ U V w 0 0 U Z Z Q X z J2ow U0�� 0 Z W <z LU O V o c> 0 r �"11 v w J N Q w m J Q SHEET NUMBER CG-101 ° C N v 0 N Q a 0 c 0 T ° E Y ° r ° s 3 N n 0 t N U C N W 0 0 0 N Q a c 0 0 T a v Y 0 0 a 0 a ° 3 0 a o 4 Q 00 1 0 > ° - c J � 7 3 O I = � 3 � c ° o t 11 v c o i i < C Q o U i C 0 0 `m �o `0 n E a n 0 Q o m o 'v o o v c o L a v o a I ° 3 u u C L O 3 m o c .- m v m � u U a I c 0 o � a j a > o :J v J h % v Y r O F T 0 c d ° cr a m a � e N T C 0 N � v ti v � N 0 v o E U � C Z c Q ° J y r .v ° a Y v �v ,a N o� o° J a a O O L Y « _ a n ° 0 0 N 0 A S n " c 3 .U. U N E o n E ° D o 0 a or / / If / / EXISTING FIRE HYDRANT ASSEMBLY REDUCED PRESSURE BACKFLOW PREVENTER I 2" DOMESTIC WATER METER � / 2" CORP. STOP --� / TOP=517.05 / FL=510.40 / UTILITY QUANTITIES WATER QUANTITIES: 2.0" TYPE K COPPER WATER LINE 188 LF 2" DOMESTIC WATER METER 1 EA. 2.0" BACKFLOW PREVENTER 1 EA. 2.0" CORP. STOP 1 EA. SEWER QUANTITIES: 6" PVC SANITARY SEWER 182 LF 6" SANITARY SEWER CLEANOUT 10 EA. Cb r--r nj BLDG CO 1 RIM: 519.68 F r ^ zlk^ INV: 515.09 6" PVC 11 LF OF 6" PVC ® 2.08% I / L eCO 1 Y - RIM: 519.55 C Q INV: 514.85 6" PVC CO 4� RIM: 518.99_ P 38 LF OF 6" PVC ® 2.08% INV: 513.83 6" PVCIII - SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) r--r r = - r 7=1 SEE BUILDING PLANS FOR SANITARY CONNECTION UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. I BM #1 I SQ. CUT ON I LIGHT POLE BASE ELEV=520.71 BLDG CO 3 BLDG CO 2 RIM: 519.68 RIM: 519.66 INV: 515.09 6" PVC D INV: 515.09 6' PVC T �12 LF OF 6" PVC ® 10.08% " OWS1 CO 2 RIM: 518.92 3 RIM: 519.05 INV: 513.75 6" PVC 4 LF OF 6" PVC ® 2.08% INV: 514.06 6" PVC \\ III OWS2 1000 GALLON RIM: 518.72 OIL/WATER SEPARATOR INV: 513.65 6" PVC 5 LF OF 6" PVC ® 6.42% 2 LF OF 6" PVC ® 2.08% CO 7 RIM: 518.99 INV: 514.84 6" PVC r oI �I LJ WATER RECLAMATION TANKS LF OF 6" PVC ® 2.08% SS CO R M 3518.62 (DESIGN BY OTHERS) (TYP. OF 3) 15 LF OF 6" PVC ® 7.847 INV: 513.33 6" PVC W W W W N1 188 LF OF 2" TYPE K COPPER DOMESTIC WATERLINE CO 5 5 28 LF OF 6" PVC ® 7.84% / RIM: INV: 512.19 6"" PVC PVC CONTRACTOR TO VERIFY C06 ry: LOCATION OF EXISTING RIM: 517.99 SANITARY SEWER LATERAL INV: 509.96 _ D PROPOSED UTILITY EASEMENT A TOP=515.90 NV IN=507.00 EXISTING 6" DI WATERLINE c�0UT=506.7' O OP=512.85 IN JIN(15)=507.50 BM #2 DI WATERLINE 11gVI OUTT>>=50� 400// /CORNERNORTHEAST DI M M = ELEV=512.83 M M M // TOP=512.32- FL=506.30 - - - - - SS CONTRACTOR TO VERIFY LOCATION OF EXISTING -:�I- SANITARY SEWER LATERAL SS �° SS SS -OP=514.47 FL=509.60 a�-A SEE BUILDING PLANS FOR DOMESTIC WATERLINE CONNECTION 7� 1 / EXISTING 8" PVC SANITARY SEWER LINE Oo SS SS SS 4_ FORTUNE PARK ROAD (50' R/W) D.B. 1643 PG. 643 I TOP=518.08 --0S FL=513.10 � I 0 q ` �FP 15"RCP TOP=517.79 4.45 �� FL=51.45 11 TOP=516.46 \ FL= 511.95 GRAPHIC SCALE IN FEET 0 10 20 40 m m O oLLJ N a o o � m > LL 01 O CD L N N U < Z> O vi o �o Q U = N O e coO � U N Q 1Z oN ol�o / \ Lo z o LLJ 0 V) oV) � _ W Y 0 O - Y Q O � O O N J O 0 ti RYAN PERKINS Lic. No. 046565 I10/23/2020 A :3:m O U � M O� K p w a ~ N m m a d N Q o m o Q \ w z z Y O _ U V w 0 C U L_I Z V Z Q X z J2ow c) Z w <z LuLL, Lij �: � z O ffinn V 0 � I'1 t.J w NM Q I Ld w m J Q SHEET NUMBER CU-101 'lotted d :Baum, Garter Sheet Set:Kha La out:GL—lUl LIGHIING FLAN October 2.5, 2U2U UY:4U:52am K:\HIG_GIV\11.5414 — Green Clean\UlU — Seminole (rail — Ablemarle GounT \GAO\HlcnSheets\GL—lU1 LIUHIING HLAN.dw This document, together with the concepts and designs resented herein, as an instrument of service, is intended only for the specific purpose and client for which it was reared. Reuse of and improper relwnce on this document without written authorization and adaptation b. Kim le Hvn, and Associates; Inc. shall be without liability to Kim le Horn :and Associates, Inc. 9 P 9 P Y P P P prepared. P -Y Y Y Y V X D L7 Z O � D rq r mm D F r c z W o z � � m I D G<) D O x X o � � N 0 0 v Ci D r O c D O z N z 0 0 O N -q 0 v D Z C-4 G<j D O z K Z X D 3 O z 0 or- m (n 0 W Q O r r W D W m r fJ C D c,+ 05 z D .ZJ (n N D Z Z z m m m K m z m 0 q a c) C4 W p N r m I 00 D � I I � z z � z O W N C z x D U) f*1 M O x m � p D C m Ti p D Z O O C W m I 0 O O r m m D p p 3 Cn 05 D Cn En r v7 x z 0 0 o 0 O U) D 0 O p Qz e m 0 rn �7 0. 4 o 0 (A Ito, 0 rn I W of S ARC, RCR�sSIrV p ��AB�E W ID r 17e� q 1463 PGN 81 W) N� mmM M z z (DO D r �G7 mx p-4 D 0 0 r*1 D ou)O z O(A2N).— 0' ZOCmx >cpvO >C Co 0fn`Ozm m MocZ -'nzx o -VO D 0 OMZA D OM z 0�OOtn X DAB-Ux --A _ X rn Mr— xzp < 0crp oov�iio � WDZO �mo0;:U OOON z 0 M-omm xcmm: Om-0ip � 0 pomO - DOWMNZ z-<-zv NC m �* O to m < O O Z m n = GREEN CLEAN KHA DA EJECT BID SET 02,1Oi2o 113414010 TE 3290 WORTH XING 10/3/2020 Klmley)))Horn z LIGHTING PLAN SCALE AS SHOWN © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m PREPARED FOR DESIGNED BY CBB T7 1700 WILLOW LAWN DR, SUITE 200, RICHMOND, VA 23230 GREEN CLEAN DRAWN BY STM PHONE: 804-673-3882 ALBEMARLE COUNTY INIA CHECKED BY RRP WWW.KIMLEY-HORN.COM No. REVISIONS DATE BY U C W IV 0 u 0 M a a 0 S I N E O JD I s 3 N ,Z ti U3 M O u N Q a c 0 C T E Y n O 0 a O 9 3 to 9 n E J_ O Q C 0 JJ 0 LD 0 Z r - , = O J N O `; n L)s / : a) 3 , ;- , C L W E n C U O O 1 / N s Q J e � O Y , C U D C O O J .- to I L O Q NQ a E E Q 0 O U - 0N N W O � C EU M 0 In a 0 a -) M 0 E 3 / - c '- D S N u J s 3 C 0) o c M d TO c � 0 �M N i a > a J a L) Y 'U a Y M a1 E `o D- 5 , C a -, T M 0 T) ( c `V N Z) .- .4 M h U .14 - N M to n , O a ✓ O c O M J J C ;Z' A �) N J O Z C - O = W 7 ,Z J U n ro in J D a at C o. O M J ,iD C a D L Y Do O O Y) C O 0 0) M JZ .n :5 ,- 3 0 m -) Or a n C :: n 0 E M u 0 0) TJ M 0r i - V VaVl1011t valmont _ ' valmont -V Fatigue Resistant I DS330 - Fatigue Resistant Square Non -Tapered Steel Pole STRUCTURES m� p -V Soft SquarePost aft Square Steel Post STRUCTURES SQUARE PLASTICP20' TOP PUSH CAP SCHm W PIPET m '�:aiwRwln: JUp rvaln. '. Clield Gme: _____ Jcb laulis-Dias: �.-:OeBletl B/. G2: M,g: D9330 O : ; Oa ,Ap .1 GN: POLE MAY BE DIBUED TO ACCEPT SIDE FD7UIF MOUNTED R auU D. 4.07 SWPRE pOIE.LATE W WIRE ENTRANCE �� Mckil DEBURRED) J.LcaWbt-CM: :Oea ,. GIG u,x,x, DS330 :Lumbar -,.. ADplmw: GIG h n r -- _._-� a 1- - - - - - - i i I I I I 1 I ANCHORAGE DATA Arlahbr BaasM n lw and sbrcmala6 Tenon Top• SPECIFICATIONS Pole Shaft •The poles hag is minimum from hotfailedwelded steel tubing of one -piers ConsWcflon with a minimum yield strength of 56 KSI. Pole Top - A removable pole cap Is provided for poles receiving drilling I patterns for side -mount luminalre am assemblies. For top mount luminaire andlor bracket Consult the factory. Consult the luminalre manufacturer for s .., . e Rol cku. 4C0 tf a50 050 825 D]50_0 ]5 t100 300 350 025_ - - BP .'I 'i 2]D. 400 11 sear arse 1,0 1,0i0 o]s 1700 x 3,dd ass ozs -�, 5,00 11 11 do 1,00 11 co 1 000 0,75 x 17,00 x 3.00 3,75 025 500 ] 11.00 1.00 12,50 1,000' 075 x 9.00 U 4.00 325 1025 sea ._ -tt o01.00 1zs0 i.000a00=as oax4.aa a.zs 'I. ozS 1 SHAFT` POLE SHAFT P2 TENON DETAIL (OPTIONAL) i CAP DETAIL (STANDARD) Pole Gp- Pieatle sanest tenon size or drill pattern. Other pole top options include, pole Cap only maxim plain trp(Pm which is typical when the pole Cop diameter matches gm nBCe530ry Slip fit dimensions. c-He hale DESIGNATION, LOAD AND DIMENSIONAL DATA 2-PIECE COVER Handhola th A ress end hantlhole with gm lye ag h ham h is provided at . from the base end of the pule assembly. Each hantlhole Includes an - -' � � _ _ _ FlNISNEDTO d MATCH POLE assembly. easy Swing Latch hantlhole Cover assembly, U.S. easy to wing, etch Cover polycarbectan ASS Cress Sectlan patent Swing Latch rover is fabricated from duralwith hblend andholle. aAllp0le imnsilies are provided witha2.W"x5.00"rectangular O hantlhole. Handhole tliRlBnsions are nominal. : <Il'i1a31 ?a, L�il t^aPr,3i„<><'III P,Ifi2p1'll ° ' I�ik TIi5 23J l�Sib BLS➢7 ° 0 < 0 D 244 610 188 595 148 bn 400 JIM n 75 4000120 12 a' 2n4 498 151 - 470 149 293 - 400 400 it - 90 4000i40 I{ 0 199 498 15.E 378 It ] 29J 400 40p tt 100 4000140 m` 0 I I 0 g Base Cover -A two-piece full base Cover fabricated from ABS plastic l3 SURSgpm provided with each pole assembly. Additional base Cover options, including the dad square (2T) C83t aluminum COVeI. are eVBllebM upon request. Nantlhole Anchor Barks • Anchor Grade 55 and are conform to ASTM Fob _t60' 15D 398 118_ 295 8.9 223 400 4,00 11 115 4000160 1" 12.6 315 9.2 230 6.] 168 ADD 400 11 125 4000180 s s z4D 6] 162 4s tea 4 00 4.D0 n 14o a0oozo0 20 U 17.7 443 127 N3 94 235 5 00 500 11 185 5000200 281 ]03 214 535 162 40$ 500 500 ] 265 _ 53GO _ __ _ 1.` `II 1 iif i a:,�- ` I i$ nulls h provided with two hex nuts and two fiat washers. Botts have an'L• bend on an one aIW and are galvanized a minimum of 12" on the Wrestled W W. 43 150 26 11io- 1 D 3 400 4 DD 11 no 4 DOW250 26-0. Too 225 63 157 54 150 ADD 4,00 ] 225 400025a. _ 98 245 63 15] 37 150 500 500 11 225 5000250 MOUNTING WEIGHT FULL BASE COVER STANDARD Hardware- All structural fasteners am galvanized high strength carbon stash All non-structural fasteners are galvanized or zinc -plated carbon steel or stainless steel. 185 463 133 333 95 236 500 500 ] 360 5DOW250 n) - 169 44 ti0 26 65 400 n00 ] lei 4DDw300 _ 4] 150 20 5e NIA N/A So 500 11 205 51100300 D ] z6] s ] 1s] 3 9 mD s as s DD 2 3eD s00vY3aa , 0.50•NOT HOLDER FOR GROUIN RIM R Finish - Standard finishes are either Galvanized GV or Finish Painted FP. ( ) 190 4]5 132 33D 90 225 6ao 6DD 2 520 6DOW3ao Additional finish options Including Finish Paint over Galvanizing (FPGV) or Fall Base Cover any of the V-PROn Finish Coating Systems are available upon request See (Stafldard) the product ardenng Code for color options. S Ll 59 15D 25 100 NIA Min - Sao 5,00 - _ 440 - 5GOW 350 _ d 124 1 180 - ].0 _ 190 a z Ins_ _6DD 600 ]_. 605 600W :1D o-9a' I zz tap Doti ]s -NIA _M/A -_fi as ] 6Ds /a':m:aD VHMDXH T p-6. Design Crkeria -Please reference Design Criteria Specification for appropriate design conditlonsA. Iar.a m-Il p aMwv s. 1 z s a probe, vas Cord .gm SS I.BW mY . v1 [Mnr ant 9can"'...,llewdenbnnpaaawaa r m.,,r, �.. .n von .aa n n 0tlan. Te uMN P „nI+W.I..... PRODUCT ORDERING CODES Dart Square-2T - osno ®®gt��=,t - ..� I.a (Optlmal) Hwdm 'Consult factory on baling cr'IOada for pole [0p mounted BOLT CIRCLE SQUARE � 3LDrT®BOLT HOLES 1'-1. REINFORCED HANDI'IOLE WITH COVERAND GROUNDING 4-ANCHOR BOLTS WITH THREADED END GALVANIZE01TMIN EACH BOLT FURNISHED 21TH 2 HEX FLAT WASHERS.AND x I o..mmm Dad Npumw(Sm 0n,11Mknl Gv GYmmaa GV-GaY.w"m r04-F.B aaaco-:a. AB whAlrn. ,: 's bMM k�.ae Dt.(tlD,uure'a1210 m.rnkn PabW elE=amm �Prwul- LPH,Lvmoul An li,. as pgms,*90°SZN .-prpMAL� W..hB ZT.$ DNrb.W sob M-Nla ,@Ua go.E PPov.Pamnwd me.M -.--- N.f11Dnninga$180'62 mwOxeMq W `WM1e DB=9 wIV..& .YpgD•3p LO•Usis Wry U Dowd 9ymxr CB=am Tenn MouMNB •VFRO"YSyacvn Oa-Oenemn P6.4.00'OOt Wis tin 'w'm'Ss9ydp m� .. a. _ .vnRo•s46rawn p6=za0" OD x5'le,nn '�AaR° aL-SAarer�y ,,.ZWODx,.R Dp'�m'1mwIW^ so- fear Gnr Ps -space eke lspadry) m=a'^m'1MWxm ryw:."4 POLE BASE AND HANDHOLE DETAIL DS330 POLE DETAIL luminaires endlw bmckeb. other a ,I,", Ic WLMONT INDUSTRIES. INC. 28BOO IDA STREET. PO Box 356-VALLEY. NE 6e064 USA 800.e25.GeOG VALMONTSTRULTURES.LOM --11 -- ,. ... VALUIONTSTRUCTURES.COM LMOHTSTRUOTURES.COM Site & Area I 0 • - ECF-S EcoForm small ECF-S EcoForm small ECF-S EcoForm small Eccalporhat by Os ignify - J---COFerm Area luminaire Area luminaire Area luminaire Ell EI Adceeserlea(orderedseperxtely, hold Inatailed) 3000K LED Wattage and WEI1m Veluee 6000KLEDWattagee Lumen We EIM6aPr®M1e IED Aa nM Tv rues asp kYxtla lYw ran abv, Wtpn bH PWI Eh.n Meg Roll PWI Lumq OupW 4Hn 1 MmnEller. R M P [ -- 0.lpN -.al >N IeN Ptll Gordon EcoFarm Gen-2 Combines economywith rtormanCo in an LED area „. Pa Iumineire. Capable of delivering u to 26.4001umene or more in a compact. low lassawas P 9 P P profile LED lumineire. ECoForm efface a new level of customer value. EcoForm features an lnnWedve retrofit arm kit, simplifying she conversions to LED by coax ' ellminating the need to drill etltliUonal holes In most existing poles. Integral 'ype control systems available for further energy Ravings. 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Automatic marHln, I[winforaWtemeeutem.IWIl n,-WNBe a Immure amnia echedwed w1m ma+aloa+ng pm asp: C8613/ N:5acu@y NrTMur.nl duWoo(6,.11PM-DAM) CMDW ..Med%n W.8h0ur Kdu,.I.n(En..IOPM-6AMI ECF-5_EmFam oae_mnell .3120 gaol ECF-6_Emed.-Cove- -1 OW20 w . e.14 ECF-5_EmFam mae_vm11 n40 oddl 01 wall mount -199� �,fit- -1 C!!7! 0 I I 4 SWnm LytePro LED large well sconce LPW32 features outstanding value L.z. In a Compact, architectural design. This powerful and precise combination csL -,. offers outstanding energy savings with excellent photometric performance. nor LPW32 Is Ideal for building perimeters and corridors in addition to well lighting %.P. applications requiring strong lateral Spacing and far M pattern prolactlon. hmm Ordering guide Example. LPWU-70-NW-GS-3-120-PCB-B2 hers Waral ILEDCom Oahibutmn E...... 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LPW32 LytePro LED large wall sconce Dlmalalona Accessory of....ambe Ie1.retl-,we) LPWCVBPLT BZLPW Unlvelaelwellc.wrmountln9 pier 008" ehumnum b-a-ltureape M(...dtDcwxlamemo si exsknp I 4 chard opening orsuffao,field In.tMledl Comes- JBa=,mamas Iumlnelr.orm.ylegged...I..nBN)knaakaub. UnhwrsYJdmmou M1ole kern Po .a 30u 1 1 B2" RI Con O O VolW G Wmina"e gIK:BIb.(44) p6 1 O LwnlnelrewHN EBP:111be 15 kg) 3'N (RR am) E" Mace O O CG--, Im6matnr.MW Lmmlmefinenan..nnr. IB.e Hamm .... WMnoNmed'MMBL-INab Ia.el4ama LED Wattage and Lumen Values u➢ __ Typ.a TIP., TNY CU. CdM Syxbm _ BUG Elfkery Lumen eW EPResry O ngG . LEDs nl Temp. Webb . Output RetMp ILPWj Output Ranrq ILPWI ` 32__e6_0__4W0 __6_5_I_]386 BI-UO-G_a 114 j 7148 81UO-G2 111 LNr-3R-BO-xW-G3 32 N. I OUR. I 9G 9637 82-110-G2 1..12. B2 UO-G2 109 1 32 65D 13000 1 65 6686 81-Ul I 103 1 6112 I BI UO-G2 LPW-32 A3-W W-QI 1 1l' LPWM2.90+EYW-03 I 32 I BOO I DOOR I on B]24 6bLO-GLI 9B 1 0444 R2-110-G21 95 LED Wattage and Lumen Va1115a- Emerg.., m e O<WYIne Cog. TaWIPg. Lre Gm "M to .......... .Us Typ.B Color NO. Emergency Nomd To., I 'Mode. Mode I .g Box. EnwrpnLT `WB Emmywtry Nod. Narinl Mod. LPW-82i0-NW w 8S 1W aac0 I a5 10 1 5232 1625 5081 I am �WW-0D-SSP 1 32 1 40o 1 3000 1 45 10 I ANSI 1431 1 ARM I U24 V.IYninmd.me .tMe,."..,I,..era.lwewlm..f U4.......wl.."...a,.0 ....n Amu.pe.lerpss.." arywf40ue1.n.N.n....de1,U.In Nm1.-Lm,ndd,.r Nl-,-.ne.dmwew,nm.. .m Nl.kgNy ..,._I...,_s ,am manallm,meamer lba�ldenim),wrair.c.Ma.tfe.b.yb....mm�bnendehawn. Predicted lumen dep Wtion data t•mmunmorsameue.a. L uf.a ,m e-dnad..n.mmetn, ammea nl ESNALNgU.mIwww,. ape-sissmneems d tan H livallevell mewlmt£Di-acme-cm,reeetee m]0%.e Ambmat T.mpensta c -c t.dL X LmperrMMee L 1-"pen M.nt.n.ne.%.Lg0OD0 has - ap la JUIC 1a2D0.0DO noun r6400oxoure IU, Opde diedbWons Beeeaen LPW32-M-NW-03a20mmntingh:pt 4 11I ■■■.■ n INTIM1. 0 8 O.2 fc g j O.Epa iM I ,I ,--1R, - it Rc p �� N H 4MH 3MH 2MH 1MH 0 I M DUN 3W1 IMH Typ.3 rypol .WM LFM3....ntlrl W 8n Con Man Mo_IdV.M hLy Mwnunentl.bt 11 'bra Non Mule w pear P.lt NmaPlw ILI, a. ob tPW82-L p same we y 243 LPW32 LytePro LED large wall sconce General Description Dimming Control Options Lytarm LOU Im,-11-A-.LPW32-bill-ftnt perlormene, Mid galaxies. Wen,. W. TAM): L-1.m,.told vim, dnlgn and value m meet Ue ame N nthe enB .g db.Wt..n l.ue. Baseball to menuellAdItaat Me wetteae In me fold to rnum barrel The LPW32 Is nella as par use to d0wnwa feu Guiana..11 mount M n0. umMeire human output and light Comas m-aetm men hest P 0 P IB over reres Or can e.v I r p .r y IlNot ad lo�n utaMaal.n ethert p t p ucont hro,a appea memo back e anbalm inlummen0ut retlucp'an imahkan autoutdnBad. GnnM beueetlwM etMrmntrol atino lnMdem.lu aXeho . FIGbycomlectianenNcaecenM Indtlemeluminehe houdrlg. Twa6KVaeleewlleble ee In -sock Dp[lom motlan rnpmn: coMlguretlons(2-aey quick ahlaj Housing Dle-ma housing houses MM Me LEDens dawn eepril Design I ... rparetpe martini next eNk to mrv2mlce Coerced prbrmeres m4mil lily, M.Op Blsoorrmlonhp.compmlmpoly .nte. with built -In Mel bubbN, onereintprellnbr mkina hook and mount dnbnror-,IO woman. Mounting Epy IMerio W n0 hook BM mount M..Ilbeckpiae d..1, n f or.., Installation Moundirwh " 4 o at neq-bmeeena III Deng m .botteoreen MO..111.,WWeumc.. Enwre PrOPeraep far gaenproaders, umNeN to su %pee IPRatlng 010m1..,..m ..,..We IMB rates LED BOBM and Array Pm.1'aw up W 11. Im/W In LPW32 .me epWm level. annderd.asto Mmp Is 4DOOK.r 3000K V- 25OK, mMlmum 70 CRI. Electrical Driver omcMny PRO% e N 120-277Vmnd 34748W"table. All drivers eprcuitp is rearl 40q(404]ta 40°Cs SKV. 0 eS-R,11 circuit mbetlon IMenMeur raee[bnu W BNV P P pP P I AI flpHSmm IW[ P sueppSUVREE 62.4gines,AN. Battle EEECa Sasatea In eacoraance ,C High High Exposure C8246PAIw.' IFEEor Um 3cenero a-eutryC Neu tral ...[ .ire tOkV.-din. AH-IS Llne GroundLC Md.) eM ifi t o-GpuM, xle Ina WmN I Simdu MIWa tree) Immunity Hx t LED.I IMWIwaff WmNpIm9AppmdlxDEI¢otrlpl Immunity Hblltealmel tOkV/10RA. .sang. Product CMOs MWaaaeb%far wet Wisdom. Sdteblefor core In amaennerc•CUp4[a0°Fto1G°p4 D.IRaLgh1. mmo°c anmrtumo qudNma Finish Each lumlnke renlvp a fees and ebralon me%bnt ore t[ st tfosi M pee"mmm eanyr. mglymtrcgc) el .omnareWtexmr.d polyestx powdercmt flnmh Ems O don gency P Emerysno US thatem.apwell, ar..- y W-kpecMMClutleO bsam,ategral toma re, maim,el.n,tPw'arendsWMlank beMpn o manure rem a ESP P$a suitable urn.Aore erewwrhp mount emerB on y ry ncy p bpxbnn Rom VICPlesuM s40-C(pinemhlmla accessory Cop Nmparents ocradmisom Tom kommC C-327design1too He ,a sec ndilry di on ea BOW not, Up l oa only. Wydmw le designed MYpeaer secondary area wish Nay WI0 Wnu from bus .power Is enPower luewith Nre mbimum o00Mnutp room metime powerIsloot Available with t2o-2rn. or`uNv'onry. 1. Box Mle Them whama ..am ... 11 ma Motion Response Options BI-bestlM.raa Mabn MWene Wig Motion Ree,np.it k mountaa integral to lummmre fal pre -Pr oT 4W6o%dmminB when Cot ordered with adsor coaml,uena. BL la.IIW.rate. In me following fashion The motion pmpr Beat W ec4matem aces. Whence ion is tlaptetl by me PIR pas Out WmMelre moms to Nil P r/light eutPut Dimming an Law Is fwtary W50%wlm 5 mtmtes dof eft In'full power prior W dimming bpk W mor When he motion It dem0" for 6 minutes that motion Mem reduce the l Gonsneem wattage 60% to an treprmtwa eredudithe 8 Y Lbp g light sare Omora Comm entl., doM rwNW if [R-10OMrst Rm ing Programming requtred Support FSIR Was). Remote Pro nmmin Tool cen[ec[Tecnnkal su rtbr details g g l Pp ) lamed Motion Room Lanes OMRIM: Inf cored Mo[bn Response ImesCol module Is evellMle Am aenmr lensa3 (I Upon Is designed for mounting habM1b up W 2P with a 40'dkma morass aree, Sam cMro for mYselmaa aeteMlPn plt. : IMNLuml.... y - xLIr1�VAiti Warn tty VW321uminbp, me LED errrys, eMme Rawa s.real..,so or. 5-,arm wertan[Y .See dampal n mm/rOmpro eNreeadal ya D IIY. y I 4 0 N N 0 W H 0 UI Z O (n > LJ 0-1 Z 0 r7 N fall N U Q Z > fn Q Z Q 0 U = N :�i U U cc O N IY � U I Z 0 0 T- 0 Z N LO = ~ Z O } CC J cc 0 to :2 W I � Y r 0 ZZ �> � 3 Y Q -1 N � 0 0 N -f J Q 3: 0 0 I, C O O m O O (n yO O V ~ \ N } m a-� r� N Q 0 m 0 = J 0 3 Y O � U _ (3 LO w 0 0 U ar W 0 0 Z J Z Z QX W J = UrV Z O W L ' I� O NM � I LL s< O w LL 0 weasel U NW LL 7 a L a- W N W ^LL 1^r' LL I L �, SHEET NUMBER CL-501 U C DI N a v O 0 x T E 0 s 3 v N u 0 N Q a c 0 C i, m Y n c 0 0 a 0 � c � v Z o Q J N 2 . 9 0 z = _ a 0 Z Q c J i 1 =' 3 1 s / �v n U c o o � Z m n Q c J O v w C C 0 o o v a 0 0 E a E n o a c 0 I w 0 o v N v 0 c y E o � a v a I v U 3 U / C L o � 3 L v I v � v N a i > a :J b I c J U Y a / N Y s `o 0 p c 0 � m s v � N v V N t o n o c +� v u E Z C Q J C 1 � Z — e Z y Q m` J L 1 v m � C Y ,a r N � C O D) J U O O L Y r _ a n C 0 m u �v L Y n L 3 Y ov E 0 o C n v E u � o or i � PLANT SCHEDULE LARGE SHADE TREE QTY BOTANICAL NAME COMMON NAME CONT CAL / HT AR 3 Acer rubrum 'Red Sunset' Red Sunset Maple B & B 2.5"Cal _Strong central leader - -GS — 5 Gleditsia triacanthos inermis 'Shademaster' TM Shademaster Locust B & B 3.5"Cal 12' HT MIN, Strong central leader UA 4 Ulmus americans Princeton' American Elm B & B 2.5"Cal Strong central leader EVERGREEN SHRUBS QTY BOTANICAL NAME COMMON NAME CONT HEIGHT MCE 6 Myrica cerifera Wax Myrtle Cont. 24" HT MIN. Uniform; Dense; Full to the ground / TOP=517.05 FL=510.40 EXISTING TREE TO REMAIN (TYR) M TOP=512.32 FL=506.30 _ 2.85 =507.50 BM #2 EXISTINGSHRUBTo =508.70// NORTHEAST REMAIN(TYP.) 507.40 /CORNER OF DI ELEV=512.83 C" c, c? 11) Cl) SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) FORTUNE PARK ROAD (5"/ D.B. 1643 PG. 643 — TOP=516.4E FL=511.95 KEY PLAN LEGEND PARKING LOT LANDSCAPING AREA PAVED PARKING AREA TOP=517.79 FL=514.45 \ PARKING LOT LANDSCAPING KEY PLAN SCALE: 1" = 50'-0" am NH 4N..�! �L`E1'SCS'J ...R�. .SS7�'•^3 — ..__. e.. uE r 'r0J2 W PARK ROAD oB ,w eo GENERAL LANDSCAPING NOTES 0 ml 1I a� •7 iMV aIR BANK 4 MN C PMIY ABBREBS 1415 FCF PARK ROAD PMCI N: DWBK-DD =D' I z�E NIDHwAY 6MIffRLAL la 6°® I Ile 6000 r10Pii11 ®00 1 1. 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. 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 REQUIREMENTS AND CALCULATIONS PER ALBEMARLE COUNTY CODE AND ARCHITECTURAL REVIEW BOARD DESIGN GUIDELINES: REQUIRED LANDSCAPING: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED SITE AREA: 47,057 SF X 10% = 4,708 SF CANOPY REQUIRED: 4,708 SF EXISTING CANOPY: 4,840 SF CANOPY PROVIDED: 3.768 SF TOTAL CANOPY PROVIDED: 8,608 SF PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA. 15,240 SF X .05 = 762 SF REQUIRED: 762 SF OF LANDSCAPED AREA PROVIDED: 811 SF OF LANDSCAPED AREA LARGE SHADE TREES (2.5" CAL.) 19 PARKING SPACES (19 / 10 = 1.9) REQUIRED: 2 LARGE SHADE TREES PROVIDED: 3 LARGE SHADE TREES LARGE STREET TREE (2.5" CAL.) — 50' O.0 & SHRUBS 5' O.C. WORTH CROSSING 150 LF OF FRONTAGE/50 3 TREES 150 LF OF FRONTAGE/5 = 30 SHRUBS REQUIRED: 3 LARGE SHADE TREES & 30 SHRUBS EXISTING: 2 LARGE SHADE TREES & 41 SHRUBS PROVIDED: 1 LARGE SHADE TREE FORTUNE PARK ROAD 210 LF OF FRONTAGE/50 = 4.2 TREES 210 LF OF FRONTAGE/5 = 42 SHRUBS REQUIRED: 5 LARGE SHADE TREES & 42 SHRUBS EXISTING: 2 LARGE SHADE TREES & 73 SHRUBS PROVIDED: 3 LARGE SHADE TREES DUMPSTER ENCLOSURE TO BE SCREENED WITH 6 EVERGREEN SHRUBS. ENTRY CORRIDOR OVERLAY: LARGE SHADE STREET TREE (3.5" CAL.) — 35' O.C. W/ INTERSPERSED ORNAMENTALS (6' HT.) & SHRUBS 5' O.C. SEMINOLE TRAIL 205 LF OF FRONTAGE/35 = 5.86 TREES 205 LF OF FRONTAGE/5 = 41 SHRUBS REQUIRED: 6 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS & 41 SHRUBS EXISTING: 1 LARGE SHADE TREE W/ 4 ORNAMENTALS & 65 SHRUBS PROVIDED: 5 LARGE SHADE TREES �O ti GRAPHIC SCALE IN FEET 0 10 20 40 a m 0 o Lj N o a w Z m o LL 01 -IIIIIIIz1 O 0 N N U Q Z> O UI p Z Q O O U co O N CC n U z ooLo Q N cO = Z > LLJ 0 O (n � _ WLi Y L O � O - Y Q O � 00 N J J © 2� o 0 3B1E D. ROACH LIC. No. 1870 10/23/2020 m Y CD w N = o af a d N Q o m � Q \ W z Z 3: y Y ¢ Ln w U V J 0 Y 0 = U Z J n Z I-- Z Q J a_ L_I Z V Z Q X z J2ow Urv�� Z W <z a- LLI W0�w LU >- O V 0 c> (D v W J N Q < w m J Q SHEET NUMBER CP-101 U C N v N u 0 v 0 0 x I E 0 r a a 0 s 3 a 0 N u N 0 N a" D C Q `o � a m Z E z Q 1' n � Z o z 0 D a Z o z � JC 1 0 C 0 N n H i o 5 � o r .. n - c 3 a / 0 d '3 m c E U 0 0 m 0 L s a +- 0 m o w C I v o L a � a o E C - L m n o I � v � N J c o w m J a S c n m t u 7 3 I" :J 0 r / 0 Y m 0 a E a ° 1 0 v U � a h T v `o � T V � 0 � D L m � m U Y U y� n Q 0 Z ° Q E z o Z o - e Z 'y � m _ a r � C 0 i D a r N � C o� m 0 0 J 0 0 Y r a n C 0 � 0 � v A S n " L 3 Y J E o o C n 0 E u n or GENERAL NOTES A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS. C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE. F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. L. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. M. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT. ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE. N. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING NOTES THIS SHEET. 0. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. P. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES, UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER. Q. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. R. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM AS PART OF THE BASE BID FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO BEGINNING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING IRRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF PAVING MATERIALS. S. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED PER THE PLANTING DETAILS . PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL. PERFORMANCE SPECIFICATION I. PLANTS A. General 1. Live healthy plants free of dead branches and parts 2. Free of disease, insect, injury and damage 3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired damage. 4. Free of girdling roots or rootbound/circling container conditions 5. Plants of consistent in growth habit and healthy character 6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and scars 7. Point of origin growing location within 100 miles of project site 8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery Stock most current edition 9. Species identified consistent with Hortus Third: Concise Diction of Plants Cultivated in the United P Dictionary _ States and Canada, most current edition and Manual of Woody Plants: Their Identification, Ornamental Characteristics, Culture, Propagation and Uses , most current edition 10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans B. Trees: 1. Deciduous Single Trunk a. Full, straight and upright with consistent symmetrical natural branching pattern throughout b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local jurisdiction 2. Deciduous Multi -Trunk a. Full and upright with straight consistent symmetrical natural branching pattern throughout b. Canes evenly spaced and of similar growth habit c. Free of suckers and extraneous branching 3. Evergreen Single -Trunk a. Full and upright with continuous symmetrical dense natural habit b. Clear branching height twelve (12) inches above top of rootball c. Free of suckers and extraneous branching d. Do not shear or otherwise prune to shape plantings C. Evergreen and Deciduous Shrubs 1. Full, dense and naturally symmetrical. 2. Consistent with container and/or balled and burlapped size 3. Free of suckers and extraneous branching 4. Do not shear or otherwise prune or shape plantings D. Evergreen and Deciduous Groundcover 1. Full and dense in pots or flats E. Perennials and Seasonal Color 1. Full and dense in pots or flats F. Turf Grass 1. Subgrade a. Soil Mix-10% Compost, 90% topsoil by volume b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials including litter, stones, sticks and all items greater than % inch in any dimension c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown on drawings. Allow for thickness of sod when applicable 2. Grass Sod a. Install not longer than twenty-four (24) hours from harvest b. Grass bed not less than two (2) inches in continuous thickness c. 100% continuous live sod coverage after first growing season and at end of warranty period. d. Of uniform non -varying density and continuous texture quality capable of growth and development immediately upon installation. Weed and noxious plant free e. Stagger installation rows and place aligned parallel to contours f. Fill joints solidly with planting bed preparation soil g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1 3. Grass Seed a. Mix approved by the Landscape Architect b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter c. Provide seed mix not greater than 15% annual or perennial rye d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty e. Replacement or overseeding mixes consistent with original application/installation f. Provide erosion blankets or other slope retention methods as noted on drawings II. Materials and Appurtenances A. Testing 1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified not greater than 120 calendar previous days from current date of submittal for review B. Top Soil 1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously free of non -soil items such as stones, debris, sticks, trash, and deleterious matter greater than % inch in any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not exceed 25% C. Use of Existing Topsoil 1. Existing topsoil on -site may be repurposed with prior Owner approval. Contractor shall provide soil testing and additive program that demonstrates consistent performance and characteristics and composition as identified herein. Owner shall approve soil testing and soil amendment/additive methods and procedures D. Shredded Hardwood Mulch 1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed. Neutral Ph balance 5.5-7.5 E. Composted Pine Bark Fines 1. 100% organic ground pine bark with no particle dimension greater than 3/<-inch and no greater than 10% wood content F. Compost Ph 1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight. Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids G. Compost Testing 1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage in final compost product; statement that the products meets federal, state and local health safety requirements 2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants (including a statement that fecal coliform and salmonella testing and results comply with requirements of the US Composting Council Seal of Testing approval programs H. Planting Mix 1. 85% topsoil and 15% Compost I. Fertilizer 1. Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form. Product and Material Safety Data as approved by Owner J. Herbicide 1. Product and Material Safety Data as approved by Owner K. Water 1. Potable only unless otherwise approved by Owner L. Hardwood Stakes 1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides M. Tree Ties 1. Villa Non -Abrasive Rubber Tree Ties or approved equal N. Filter Fabric 1. Mirafi 140-N or approved equal III. Execution A. Site Conditions 1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions. 2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner of acceptance prior to commencement of work. 3. Notify Owner in writing of any conditions that may preclude successful completion of work including items such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition, access to storage/work areas, damage to conditions, etc. 4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks, materials delivery and/or installation and warranty responsibilities. 5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of other trades which show development of the entire project and become familiar with the scope of required work by others. B. Planting Seasons Recommended seasons are a general guide based on historical climatic data and typical performance of plantings, and which vary dependent on project -specific environmental conditions. Due to construction schedules, recommended planting seasons may/may not coincide with request(s) for certificate of occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner on an individual project basis. 1. Deciduous and Evergreen Shrubs a. Install/plant between March 15 and June 15 and/or September 15 and November 30 3. Perennials a. Install/plant between March 15 and June 15 and/or September 15 and November 30 4. Spring Flowering Bulbs a. Install plant between September 15 and December 15 5. Seasonal Annuals a. Install/plant in season per approved schedule 5. Turf crass a. Install/plant between March 15 and May 15 and/or September 15 and November 30 b. Do not install/plant seed or sod turf grass areas when ambient air temperature is below forty (40) degrees Fahrenheit, or forecast for a twelve (12) hour period after completion of work 7. No Plant Installation a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner C. Positioning & Location of Plantings 1. Position plants to show the most -prominent and well -formed face to most -public view 2. Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning installation 3. Verify location of individual plants and plant beds prior to beginning installation. Do not proceed without Owner approval D. Implementation 1. Pursue work continuously without delay or interruption until completion unless notified otherwise by Owner 2. Provide project submittals ahead of commencement of work. Landscape Architect requires a minimum of ten (10) working days from date of receipt for review of submittals and response to Owner and Contractor. Plan accordingly for procurement of materials 3. Continuously update implementation schedule and notify Owner of progress. Delays related to material availability are not cause for non -completion of scheduled delivery of work 4. Report delays due to weather or site conditions immediately upon finding. Provide recommendation for remedy of schedule delays. Do not work, place or modify frozen soil 5. Report delays due to extraordinary natural or other conditions beyond control of Contractor E. Clean Up 1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site furnishings, etc. 2. Repair any damage to existing conditions that occurred during execution of work. 3. All clean-up and demobilization procedures shall be performed to satisfaction of the Owner and Landscape Architect. PREVAILING WIND 1 ..-.I .-1-1111-11-1 DECIDUOUS TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE ADER IRSERY STAKE WE RUBBER TIES WO INCH TREE STAKES, 1WAY FROM EDGE OF THE STAKE LOCATION SHALL NOT WITH PERMANENT BRANCHES. ILL BE PAINTED BLACK PRIOR NTION. ULCHING, LIGHTLY TAMP SOIL IE ROOT BALL IN 6" LIFTS TO M. DO NOT OVER -COMPACT. 'LANTING HOLE HAS BEEN 1 SOIL TURN THE SOIL TO ,MPACTION TO THE AREA AND WN. MULCH. rOP OF ROOT BALL SHALL NOT NED GRADE. TING SOIL. 2IFY SIDES OF PLANTING PIT OF ROOT BALL SHALL BE FLUSH WITH SHED GRADE. rOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS I��DL'LI�Y�II�fl�ll dit1 t NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED M m 0 N W N o 0 LIJ 0 o � m I? 01 .-IIIIIIIz1 o 0 rn N U Q z> O vi o z < o U 0O U CC) O of U z o o o L Q N ca = ~ Y o(�coo� 0 � :2 _ W Y r o o o Y a O � 00 N J J o 0 ti 3B1E D. ROACH LIC. No. 1870 10/26/2020 � U O N O m U M n- D� W O Q Lo af af ~CN N } m a d N Q o m o Q \ w z z 3: Y O a Ln w U 0 0 U U) LU U) ~ J Oa Z (� V LLI Z_ 0 0 Z Z J 0- LI- Z V Z Q X z J2ow Urv�c) Z W <z a- LL1 W0LL] LU Lu>- 6J_ 0 C � I'1 Li J N Q MM t'J Ld w m J Q SHEET NUMBER C P-501