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HomeMy WebLinkAboutARB202000117 Plan - Submittal (First) 2020-12-036 C N N O O m Q a C O C O T W E Y O T d ° J O L 3 L C y N O O y N Q U C O 0 T v Y C 0 0 a 0 v 0 C O NN = r O Y ° it C > N J 3 �y Q 3 E o , L ° n o C � o m Z L C Q o J v c c ° o� o L J � N a L °l E E 0 n � Q o o o� _ v o' 0 o d � m � o n o n a I o 3 U U L C =� o L N 3 LO c w o � o I � N � o _ a n � a Y v Y y `o E T o E Z) o a C N V N � o � N V 0 0 n o E U � o �y C_ yJ C N n O Y � > L � v J L U � y J C I v Q v � a N o C J � U O O L n C O �v L L n " L 3 .v. o� 0 E ° 0 n m E U ° 0r 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@KIMLEY—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 & PLANNERS W+ 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 STORM WATER 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 IV, �} i ROJECT LOCATION ORTUNE PARK ROAD STATE ROUTE 1722 VICINITY MAP SCALE 1 " = 500' RIVANNA DISTRICT NORTH 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: 04664-00-00-001DO 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: 3,700sf BUILDING HEIGHT: 22' 4" TOTAL SITE AREA: 1.08 AC. TOTAL DISTURBED AREA: 0.79AC. TOTAL IMPERVIOUS COVER: 0.51 AC. (47•1/0) OPEN SPACE: 0.57AC. (53%) STEEP SLOPES: EXISTING LANDSCAPING TO 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 BY JENNING 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: 38742"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: 15PACE PER 200SF OF NET OFFICE FLOOR AREA PARKING REQUIRED: (1256 SF/200 SF) = 7 SPACES PARKING PROVIDED: 19SPACES HANDICAP SPACES REQUIRED: 1SPACE HANDICAP SPACES PROVIDED: 1SPACE TDACCIr nATA AM PEAK HOUR TRIP (ENTER/EXIT) N/A PM PEAK HOUR TRIP (ENTER/EXIT) 29/28 VEHICLE TRIPS PER WEEKDAY 59 m m O N w O � N � O O 0 N M N U Q Z > O o W W Z O Q o 0 U ca 0 N � U Q 1 Z O O O Z N �p = Q Z ~ O } J O7 N � = cl� W Y W 0 3 J Z d Y Q J 00 o� O O J 121 c RYAN PERKINS Lic. No. 046565 10/23/2020 � 0�m�� O U V) rl� 0 w N Ln 02 K cn Q m > m d� �� N o m o 0 W ¢ Z CD Z ¢ y U Y N (U/l O O U Z W LLI r0. V w W 2 U) 0. W O U V Z X 2 ry i N LL Q O J Lu LU Z IZ LLI LLJ W a u, SHEET NUMBER CA-100 Q z: 6 C N N O O m Q 0 C O i v E Y O T 0 r 3 a 0 L N O c 0 a 0 `o T v Y T 3 0 n z a � o v - o Z Z c � o � C o Z 0 N Y) O X .L. 0 > 3 0 �y N 3 L n „ C C O d 1 E n o Q� y C c 0 o O N v � 0 o� E < 0 E 0 v o� v m I o n � v � a v co O 3 N L � u � s N 3 I o � v � u h � � C o > 0 FL Y n Y U a r N E N o y YJ O T T `o v V N V N 0 aJ > n � O y O c n N z E � E z C � 0 U o z X r 11 � v I m > � a N o C O y o� J � 00 Y Y a 0 L L n " c 3 Y v o+ � o oY n E n � 0 O o 0 r i TOP=517.05 FL=510.40 MA 9 SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) SLOPES LISTED AS CRITICAL ON ALBEMARLE COUNTY GIS L/ CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD C1 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 NO3'38151"E 42.87 - - - - - - - - - ----- -526- ROD X ROD FND. N 5 E 82.21 - - FND. 46 4 5"E 99.91' 5 523 - _ - _ - - �� �j r>i3dy r� r5��® - SES FND. 245 - - - `vLro�F�7 _V w 522j ----- - - - --521 ---- - - - - / // / /�//� 520 19---- / / / �� / \518 SOP=517.67 R0525 // /// `COLD NOT ACCESS h19, �� \(, (\�\ Ire524 I\ S / / / // \ s19' _ - S0. CUT ON LIGHT POLE BAS / j524 / / 15 • NORTHEASTUT 07.• • CORNER OF lb 7 \S20 -520- TOP=519.95 FL=514.25 ELEV7--520 7L 520/ / -520 / m `I\\ cn p RST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 04664-00-00-001D1 ZONED: HIGHWAY COMMERCIAL co \ TOP-15. 07 \ \ /'-\C `' - \ \�\Y �s\\ / - "OPP518 - NV 51 .05 13.40 1O\FL-FL=55.30 1.0 I \ TOP=518.08 n s> SS 517- - SS (QS SS r FL=513.10 J SS _ \51S C1 \ ,9 '=514.47 I � % \ \ \ \ FL=509.60 FORTUNE PARK ROAD �- (59 _R D.B. 1643 G. 643 � S � 5'RCP TOP=517.79 FL=514.45 TOP=516.\ FL=511.95 �yT ri OF P LIMIT EENNETH R. BLAYLOCK JR.-. 0 Lic. NO. 2833 LEGEND �a DECIDUOUS TREE Q SHRUB • BOLLARD HANDICAP PARKING/RAMP BENCHMARK ® CLEANOUT ® ELECTRIC METER AC HVAC UNIT EV ELECTRIC VAULT GV CABLE VAULT TP TELEPHONE PEDESTAL SIGN FIRE HYDRANT wv pQ WATER VALVE ® WATER METER ® GRATE INLET DRAINAGE MANHOLE s0 SANITARY MANHOLE * LIGHT POLE GRAPHIC SCALE IN FEET 0 10 20 40 ALTA/NSPS LAND TITLE SURVEY OF >.080 ACRES OF LAND LOCATED ON THE y SOUTH LINE OF SLWIVOLE TRAIL RIVANNA DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE: OCTOBER --, 2020 JENNINGSTEPHENSON P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 /y"�\ PHONE - 804-545-6235 LAND SURVEYORS W T E FAX - 804-545-6259 & PLANNERS s J.N. 20-667 m m 0 N w O N � 0 w z Lr) o o m > w 01 -IIIIIIIzI O ro N M N U Q Z > O wZ 0 o o Uo = Nro � U p N cc U Q Z O 0 00 r p \ Z N co = Q Z ~ O of7 c J O N � = W Y W O 3 J Z a Y Q J 00 o� O 0 0 � O m U V) m rl� 0 W N Ln 02 \ cn Q m > m d� �� N o m � 0 a Z ZCD a y w Y v (U/l O O U r V ) V Z z O — C// Q X z W O U Q rn V z_ Z Z_ Q X J ' ` o z Lu U�0C) LL Z W W �w a- z / LnL O C� o u rnLd ) -1 N Q < LJ m Q SHEET NUMBER CV-101 0 0 a a 0 C O T W E Y O 0 0 r 3 a 0 L N 0 a 0 O T v Y a 0 0 a 0 0 0 0 0 N 0 3 $ v � Z � Q C J v Y .". J 3 n 0 s 3 ) C E ,n 0 � o � m n r o " i 0 u Q :J 0 v c � o n O 0 a �E o v E v o n `o Q � I v 0 _ -d � o O n � a N m ) 3 I U U � s 3 c 0 0 � w v_ c u 7 c 0 0 O _ a � n h > m I " J L Y Y 0 T E O o � n a h N ai 0 V � J v V 0 N tic E O N U � C Z v Q J _ Y C N L n � r I m n E � a N � C y O d J � U O O Y Y a � v n 0 0 N 0 N N L 5 n L 3 Y v o+ � O 0 n E m D 0 O 0 0r NORTHING: 3 EASTING: 11 PROPOSED MONUMENT SIGN (UNDER SEPARATE PERMIT) NORTHING: 3934422.42 EASTING: 11500431.54 10' FRONT BUILDING SETBACK Z) k _ Ili v �o �a �W CAD � m r 4 24" WHITE SOLID STOP BAR Ri-1 STOP SIGN & R5-1 "DO NOT ENTER" SIGN �! / R1-1 STOP SIGN CAP 24" WHITE SOLID STOP BAR / FISTING CG-9D / ENTRANCE TO REMAIN / IL p E �2 NORTHING: 3934307.12 _ EASTING: 11500509.65 WORTH CROSSING CENTERLINE SEMINOLE TRAIL - CENTERLINE CORNER OF DI ELEV=512.83 SEMINOLE TRAIL U. S. ROUTE 29 10' FRONT BUILDING SETBACK (VARIABLE WIDTH R/W) N41'24'45"E_ _ 82.21' 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 1 75'31'49" 27.11 NO3'38'51"E 42.87 ROD END. _N46'42� 99.91' BM #1 14 SQ. CUT ON LIGHT POLE BASE ELEV=520.71 r u-my'UNE PARK ROAD - (5" D.B. 1643 Pr adz FORTUNE PARK ROAD CENTERLINE 6" WHITE STRIPE GRAPHIC SCALE IN FEET 0 10 20 40 DRTHING: 3934595.36 \STING: 11500561.37 ROD END-e - _ -LIGHT (TYP.) FIRST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 04664-00-00-001D1 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 3934451.83 11500719.57 SITE PLAN LEGEND 0 N 0 0 N 0 HEAVY DUTY CONCRETE CONCRETE SIDEWALK LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT V) CURB & GUTTER Ln o o m > w 01 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 �I I II II IIKl I I I I I I I II II II 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. LIGHT DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE r 1.5" VDOT SM-12.5A ASPHALT COURSE 3" VDOT BM-25.OA MIX ASPHALTIC CEMENT CONCRETE �-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 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ` '--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 -IIIIIIIzI O M N M N U Q Z > O Vi o wZ ~ O Q: po = Nro 2 U p N cc U a Z O n 0 oO o Z N co = Z ~ O Y of7 c J Ocl� N � = W Y w O 3 J Z :2 d 3:- Y Q J 00 OO � O O J}� RYAN PERKINS Lic. No. 046565 10/23/2020 � o 3�. 0 m U V) m rl� O w N Ln 02 K cn Q > r m d N o m o O W ¢ Z CD Z ¢ y U 1 U N w D S Ul O O U Z W m Q z_: v LY Z Z_ Q X J of Z U�LLC) Z W W �: Lu Luw a- z O rin Do u U / ) 0-) LLJ -1 N Q M Ld J Q SHEET NUMBER CS-101 N W O U O Q v C O T W E Y O 0 r 3 v a 0 6 c vi 0 Q U C 0 0 ° I a v Y n c 0 0 0 c 0 C � O D O ri N J_ O Q .L. 0 it o � C �) 3 0 n ° I y n 3 C fll W E v u -Oo o !^ i L C Q O `) u 0 0 L O J `v 0 v o L d 0 E v o n � Q o I ° v _ N O � v ti c Lo �n v v n n N I ° 3 J � L C L O 3 v c -• N � v w j u I c 0 � v �o h a n > o J I � J y Y L Y y O E = 0 o ° 5 � � C v a N V u � v N h 0 V o o E U c C J 0 Q N ° •J C 11 v _ Lv n L U n m I N n E � a N o C 0 ° m J � 00 Y Y a � v n u 0 � u N v L L n " L 3 Y 0 E o 0 .. 0 n E n t 0 p o 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 O SLOPE TOP OF v CONCRETE GROUND / PAVING SURFACE ADA PARKING SIGN POST z 0 V) 3 0 J O Z 0 z O b o DO MT o z z O f 0 Of TYPICAL AT ALL 18"x12" R7-8 SIGN ACCESSIBLE SPACES GREEN LEGEND ON WHITE BACKGROUND; WHITE SYMBOL ON BLUE ON WHITE PARKING BACKGROUND ADA SIGN POST (PER DETAIL) 12"x6" R7-8P SIGN TYPICAL AT ALL VAN47VAN GREEN LEGEND ON ACCESSIBLE SPACESWHITE BACKGROUND 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" 2 COATS WIDE BLUE TF PAINT ADA PARKING SYMBOL d,,lG 4 .�y`P•SeP 3/8" WIDE x 1" DEEP SAWCUT CONTROL JOINT SEE CONCRETE SIDEWALK SECTION APPLY 1/20 THICK PRE-FORMED-j PLAN EXPANSION JOINT FILTER CONCRETE SIDEWALK CENTERLINE OF DRIVEWAY 5' 5' `TWO COATS WHITE REFLECTIVE TRAFFIC PAINT DIRECTIONAL ARROW 1. r 4 1 BROOM F 4" CONCRETE, MIN. 3000 PSI STRENGTH 4" COMPACTED VDOT TYPE I #21-A STONE BASE i COMPACTED SUBGRADE NOTE: REFER TO GEOTECHNICAL REPORT FOR FINAL SECTIONS AND DETAILS SECTION Tnn (WHITE LEGEND, RED BACKGROUND) DO NOT ENTER SIGN (R5-1) SIGN PER PLAN 5/16" BOLT IN 3/8" (ALUMINUM, 0.08" THICK, HOLE (TYP. OF 2) SHAPE AND SIZE VARIES �— — —�—� Of CG-12 > fO APERMISSIBLE 2.0 MIN. IN SIDEWALK \ DOWELS.a LONGS AT AND PAVEMENT AREAS 2 5' MIN. CONSTRUCTION JOINT 121 MAX zB VARIES 2" I.D. SCH. 40 q 7 12 n GALVANIZED STEEL PIPE L RAMP RAMP (SEE TABLE) A (SEE TABLE) TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS ARKING LOT STRIPING TO E 2 COATS OF WHITE --ELECTIVE TRAFFIC PAINT NOTE: SEE SITE PLAN LJ I I I I FOR PARKING SPACE LAYOUT AND DIMENSIONS PARKING LOT STRIPING J o_ o: oW o_ � K o � UJ U z cl?10 3� a 0mT 0 0 N STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT STOP BAR STRIPING BACK OF CURB SHAPE TO O MIN MATCH FACE OF ROADWAY CURB p BACK OF CURB 48 ;1 5 Il: 200 48 1 "MIN SECTION A -A _ PAVEMENT PERMISSIBLE CONSTRUCTION 3 FINISHED GRADE JOINT n U SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. p THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 6" DIAMETER CONCRETE BASE NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA SIGN POST 30" (WHITE LEGEND, RED BACKGROUND) STOP SIGN (R1-1) 0 M TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 6 12 5 10 15 6 14 15 XVDCrr ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 IbDCIIdIL6ldI��aCL611.. II II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK IL 1/4 INTERIOR SITS QyURB GUTTER CROSSWALK anxL ec rKuv m PERPEN]ICUNt CM WITHIN THE MPRKEL 3 CROSSWALK NKA CURB 4' BUFFER STRIP 5' SIDEWALK DIAGONAL PLACEMENT rLAMNC 4&1 YNf eJ �� CROSSWALK Tz'1 � CROSSWALK GRASS CONCRETE CURB II N II WITH BUFFER STRIP WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 000 PSI CONCRETE BITUMINOUS SURFACE OPACTED BASE COURSE SPECIFICATION REFERENCE 105 502 9" 2.5' FROM BACK CURB OR BLDG 2-#3 BARS T L CURB AND GUTTER COMPACTED BASE COURSE Y2" 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 I I z l O M N M N U Q Z % O 'fi o w Z ~ O o = ca 0 O U p U) cc U a I z o n of 0 O r 0 Z N O = ~ O r of 7 cooJ o Ncl� � = W Y W p 3 J >Z a Y Q J O O OO � O (D t• yfj• RYAN PERKINS Lic. No. 046565 10/23/2020 � m U p O N � O U -- V) Of Of wp w� Ln 0 H \ (n a > > 0 a� o" N o m � Q �_ 01 W ¢ z CD z y w v ¢ J Q •^/1 z_: v Z V Z Q _ X J of z U � Lu Z W �w W a- z F\ O u u ( rnLd 0 � J CN Q cy) LJ m J Q SHEET NUMBER CS-501 0 0 a a 0 C `o x T v E Y O T a 0 0 r 3 0 L N O C o o z N Q� J Q Y J O C Y - O z x � T :J v Z '2 � T U y n a 0 z o Y � C _ O .o n Q O _ .L. Y 'o Z 0 Q .. 7 3 Z 0 Y Y J' 3 � C T E J o Y N v $ v L C n o c O v i 0 0 Q 0 0 a 0 o E. J � 0 0 `0 0 n Q � F 0 0 n � a o 0 C � E v - � L I 3 o o v J C C U O UJ N L 0 o FL I � o 0 m a J y JI o Y T c Y o EZ C O .O• h' T N � o C V c v V D L w v c 0 O C 0 U 0 z Q J N Z L z °Y Y m � a N C O 2, In O d J � U O O L Y y a � v 0 C O N 0 L L n " L 3 Y E ° 0 .. 0 n E n � 0 O o 0r / / .,wco o V' � lz / �Q3 d a; ea / TIE TO EXISTING / CG-9D ENTRANCE / 518.,' TCTN / TOP=517.05 / FL=510.40 O STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STIR. 110 TO STIR. EX 101 23 LF 15 IN EX RCP 14.48% 513.00 509.60 STIR. 111 TO STIR. 110 34 LF 15 IN RCP 0.50% 513.27 513.10 STIR. 112 TO STIR. 110 19 LF 15 IN RCP 0.50% 513.20 513.10 STIR. 113 TO STIR. 110 98 LF 15 IN RCP 0.50% 513.59 513.10 STIR. 114 TO STIR. 113 90 LF 15 IN RCP 0.50% 514.14 513.69 STIR. 115 TO STIR. 114 58 LF 15 IN RCP 0.50% 514.53 514.24 STIR. EX 101 TO STIR. EX 100 105 LF 18 IN EX RCP 0.86% 509.60 508.70 STIR. EX 102 TO STIR. EX 101 122 LF 15 IN EX RCP 1.93% 511.95 509.60 SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STIR. 110 VDOT STD. DI-1 516.43 3.43 STIR. 111 VDOT STD. DI-3B (L=6') 515.69 2.42 STIR. 112 VDOT STD. DI-3C (L=6') 518.01 4.81 STIR. 113 VDOT STD. MH-1 519.03 5.44 STIR. 114 VDOT STD. DI-3C (L=6') 520.17 6.03 STIR. 115 VDOT STD. DI-1 516.93 2.40 STIR. EX 100 EXISTING STRUCTURE 512.85 4.00 STIR. EX 101 EXISTING STRUCTURE 514.47 4.87 STIR. EX 102 EXISTING STRUCTURE 516.46 4.51 -526 , _ - - - - / CONTRACTOR TO ENSURE 2% MINIMUM SLOPE -THROUGHOUT GRASS AREA TO INLET 115 Q _ -525524- - - -- - -5�� _ i _-_-521 ----523---- - - - - - - _ /// --- --- - _ - - - - - - --- _520i i � -525 �// //51 / 21-\ SQ. CUT !k \ \ 519\ S�9IGHT POLE ELV!= E52pB�O.E / - 5247 / �r/ / 519.57 TIC r-- --r-�r r r I r--_ r--� TC BC TC, \ \\ / 520 519.69 /519.89 TC BC FFE=519.69 519.691 114 FF L 519.5E I 519.83 I I TC I I 520.17 520 519.69 519.22 519.22 a D 519.69 520.12 -I I FS FS TC BC I / TC BC TC I 520.15 , . 520.08 52 TC :i:;':: t i :::':';: `::: _ b19.61, TC �O / \ / 519.61- FS :; TG _ I i TC .FS 520.00 0 0 - I \ TIC / ' / FS TC 519.11 519.61 ' 520N 519 S TC 519.75 / / 520.33 519.82 TC BC 519.11 _ TC c- 521J TC TC TC BC"- /� 519.48� i I / 519.36 519.TC 519.41 TC Sig TC TIC 519.35 P18.84 518.84 518.84 519.30 4z TC P P TC I N 519.25 ( A 520.15� TC \ I s TC ME 0 \' , J \ / 51 W W W W -t) 519.25 \ 518.TC I 520- T1C9.14 519.00 18.TC TC \ 7 518.65 518.71 SS 19. 519.01 �TC 518.61 \\ 518.26 TC TC TC 518.97 TC-LIMITS OF DISTURBANCE FS 518 TC 518.60 I \ ` (0.79 AC.) \ / TCSBC 518.71 TC�6 5``9 /, \ 51$.79 518.12 517.89 TC BC TC S - - -518.00_ _ 518.15- ' ' FS FS i \ FS Dig 518.15 `518.57 518 - 518.73 518.00 %NranFS �- i 112 TC 517.59 " 110 \ _ / 1I /FS 517.51_�/c \ 517.84 - - 519 517 1 110 FS6.11 - FS TC S 1> \ /. TO I \ / \ I 515 50 516.1 ( 517.TC \ TOP=518.08 518 FS -51 TC- _ $$ S FL=513.10 \ I- n 519 514.9 . SS\ SIS SS S7g- /ice- - - -�9519IFS 515.0 111 - -518�- - -� 514.95 515.32. / FS S \ \ =s� NV IN=507.Ua S CONTRACTOR TO ENSURE 2%- - - - -517 TIE TO EXISTING' r FS ME FS 'pn �E\140fi.75 MINIMUM SLOPE THROUGHOUT-- _516- SIDEWALK_ GRASS AREA TO INLET 110 513 -514 =512.85 (15)=507.50 BM #2 (18)=508.70X 10 THEAST UT=507.40 NER OF DI ELEV=512.83 / TIE TO EXISTING SIDEWALK AND CURB AND GUTTER 515.TC46 -'" ' \ \ 8.� I FS \4� 514.92 516.47 4.47 TC BCC TC ME \ \ =509.60 515.26 515.37 514.8 \ \ 51 FS TC TC TC BC �S� \ FORTUNE PARK ROAD \ -- (58-�/ O - D.B. 1643 TIE TO EXISTING CURB PG. 643 AND GUTTER TOP=516.46 FL=511.95 \ TOP=517.79 FL=514.45 M 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 L, ¢ 0 CURB AND GUTTER � zo o ILI) m > w G' 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 STORMWATER 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. STORMWATER 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 Spare 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) Drai nage Area 039 acres 1 -year 3,964 1.80 ImperviousArea 0.49 acres 10 -year 4.30 Managed Turf 0.30 acres Forest/Open 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 O pre x RV_pre/RV -post < 0.9 x 2.88 x 6011111 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 -IIIIIIIzI O 0 N LM M N U ¢ Z> O �i o W Z ~ O ¢ 0 Uo = Nro � U p N `0 U ¢ z O 0 o O C o / \ Z N CO = Z ~ O } of7 c J Oct� N � = W Y W O 3 - 3 a Y ¢ J 00 714 o� O O t• yfj• RYAN PERKINS L. No. 046565 10/23/2020 � o 3�. O m U V) m a O w N Ln a ~K Cn ¢ > m a N o m o Q W ¢ Z Z ¢ y w 1 v (U/l O O U Q C •^/ V Z_ Q X W J � o z U�LLC) J Z w W a- LLI I- z O V U / rnLLJ 0) J N Q M LLJ m J Q SHEET NUMBER CG-101 6 C N N O 0 Q C ° C `o T v E Y O T 0 0 r 3 a 0 L N O C y N O N Q U C O O T v Y a 0 0 a ° 0 0 C 3 0 0 Z N Q 0 J i 1 � ° r - C J v � 3 0 I J 3 C ill N E N ° L n -Oo c o !� 1 L Q o J � L 0 J `m a �o L d o E � C Q ° 0 O � v o � �n E v a n v I ° 3 U L C L O 3 J o c .• v � 9 ° I c ° 0 � O +> a n > o J I � J y Y Y y 0 E T 0 v � C y N V 0 U ` V v N V o O E U � Z c Q ° r_ C J � _ N J L U J c I v n m � a N C O 2' y O d J � U O O L Y Y a � v ° 0 N O L L n " L 3 Y o� 1= ° �y n E n � 0 O o 0r / / / / / EXISTING FIRE HYDRANT ASSEMBLY REDUCED PRESSURE BACKFLOW PREVENTER 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. 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. m m 0 oLj N 0 SEWER QUANTITIES: II II 6" PVC SANITARY SEWER 182 LF V) 6" SANITARY SEWER CLEANOUT 10 EA. v o o m > w 01 / /J BLDG CO 1 �� 3 RIM: 519.68 r INV: 515.09 6" PVC Q: 11 LF OF 6" PVC 0 2.08% I C 21 CO 1 Q O Q Q///INV: RIM: 519.55 514.85 6" PVC C0 RIM: 518.9 38 LF OF 6" PVC 0 2.08% INV: 513.83 6" PV III SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) as I BM #1 I SO. CUT ON ® LIGHT POLE BASE ELEV=520.71 T L I r--r r - r---,-I r- SEE BUILDING PLANS FOR SANITARY CONNECTION - BLDG CO 2 RIM: 519.66 INV: 515.09 6" PVC -12 LF OF 6" PVC 0 10.089 Vf OWS1 CO 2 RIM: 518.92� RIM: 519.05 INV: 513.75 6" PVC 4 LF OF 6" PVC 0 2.08% INV: 514.06 6' PVC \\ III OWS2 1000 GALLON RIM: 518.72 OIL/WATER SEPARATOR 22 INV: 513.65 6" PVC 5 LF OF 6" PVC 0 6.42% BLDG CO 3 RIM: 519.68 INV: 515.09 6" PVC I 2 LF OF 6" PVC 0 2.08% CO 7 RIM: 518.99 INV: 514.84 6" PVC SS CO \- WATER RECLAMATION TANKS 35 LF OF 6" PVC 0 2.08% RIM: 3 518.62 (DESIGN BY OTHERS) (TYP. OF 3) 15 LF OF 6" PVC 107.847 INV: 513.33 6" PVC W W W W 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 LOCATION OF EXISTING RIM: 517.99 SANITARY SEWER LATERAL INV: 509.96 I _ D OO 3s PROPOSED UTILITY EASEMENT ` `rS \\� TOP=515.90 NV IN=507.00 EXISTING 6" DI WATERLINE �c�0UT=506.7' O OP=512.85 INY IN(15)=507.50 BM #2 _...._ _ DI WATERLINE N;gVI OUT> 507.40 // /CORNEREOFTDI ELEV=512.83 M M M M , / M //rj lb / TOP=512.32 co - - - - - FL=506.30 / SS A 1 SEE BUILDING PLANS FOR DOMESTIC WATERLINE CONNECTION O rF-Fy Ij ..i,t'• EXISTING 8" PVC SANITARY SEWER LINE CONTRACTOR TO VERIFY /0 ' ` LOCATION OF EXISTING TOP=51 .108 SANITARY SEWER LATERAL o// SS SS SS $S S FL=513.10 SS SS ' SSx-��S FOP=514.47 FL=509.60 FORTUNE PARK ROAD (50' R/W) D.B. 1643 PG. 643 � I o \ \ � �FP 15"RCP TOP=517.79 -AID FL=514.45 TOP=516.46 \ FL=511.95 GRAPHIC SCALE IN FEET 0 10 20 40 -IIIIIIIzI O M N M N U Q > O V o W 0 o o U ca 0 N � U Q IZ O n 0 00 r p Z N co = Q Z U) O } Of 7 cc) O Nof � = W Y W 0 3 - J Z 3 d 3: Y Q J E 00 @ O 0 , RYAN PERKINS Lic. No. 046565 10/23/2020 � o 3�. 0 m U V) a' rl� O W N Ln 0 ~K cn a > m a� o" N o m o O a Z ZCD a y w Y v (U/l O O U Q z Z Z Q X J of Z U�LLc) Z W W �w a - z O ran u C� / 0-) ) LLJ -1N Q M W m J Q SHEET NUMBER CU-101 U C N N O O m Q 0 0 i v T Y O T ° r 3 0 N U C y N O O y Q c 0 0 T v Y T n c 0 0 a 0 v 0 v c 0 C D O Z Q o J 1 O zZ o 7 J '3 5 J J 3 y C E Y° n O y Q « c C 0 J O L :J v m a o o a E E n o Q o I `o o — v D' N O E o n N v n a I v U 3 U — _ � U O = N 3 0 �v I � C � O � N h o a n J 'u J v Y n v Y = 0 O c ti c n ° T y N h N V L ° 4J ✓ 0 C O v U j .7 L N C z - Q C J o 1 v o Z v J O � C i N J � � a N o C O 2' y O d J � U O O L Y Y a � v ° C O N ° U � _ n " L 3 Y E ° 0 tE I' / / / / / / / / / / / m m O w O � GENERAL NOTES N o 1. PHOTOMETRIC PLANS ARE PROVIDED FOR INFORMATION PURPOSES ONLY. 2. MEP CONTRACTOR TO PROVIDE LIGHTING SYSTEM DESIGN. INCLUDING JUNCTION BOXES, CONDUITS AND CONDUCTOR SIZE. 3. SOURCE OF POWER FOR LIGHTING TO BE CONFIRMED BY MEP. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR SERVICE LIGHTING NOTES: 1. SEE SHEET CL-RTT FOR FIXTURE AND LIGHT DETAILS 2. NEW POLES AND FIXTURES TO BE INSTALLED AS SHOWN. V) L o o m > SEMINOLE TRAIL 01 U. S. ROUTE 29 (VARIABLE WIDTH R/W) idO © � `0 4'��) jr; M eio�o (n, �o .,g x -0 o p p . �1/ ° O pp .O •O p ° I O O O O O •t Z O \7 •2 .O .O �° O O ° O .O .° . CP 6 „ .S, 2 00 � � O '1 •2 o / O FORTUNE PARK ROAD "°` (50' R/W) o D.B. 1643 PG. 643 LUMINAIRE SCHEDULE SYMBOL LABEL QUANTITY ARRANGEMENT DESCRIPTION MANUFACTURER HEIGHT LAMP WATTS LIGHTING LOSS FACTOR A 6 SINGLE ECF-S-48L-1A-NW-G2-4-HIS GARDCO 14'-0" LED 160W 0.9 0 B 3 SINGLE LPW-32-70-NW-G3-4 STONCO 9'-0" LED 65W 0.9 LIGHTING CALCULATIONS AREA ILLUMINANCE-AVG. MAX (FC.) MIN (FC.) AVG/MIN MAX/MIN PARKING AREA 3.9 14.2 0.2 36.0 71.0 PROPERTY LINE 0.05 0.4 0.0 N.A N.A yO ti GRAPHIC SCALE IN FEET 0 10 20 40 04 ro N M N U Q Z % O VI p W Z ~ O Q � Uca U NOf cc U Q Z O n 0 Z O r O Z N co = Q Z ~ O } of7 c J Ocl� N � = W Y W U 3 - � a� Y Q 04 00 O O 0 3�. O m U V) m rl� 0 W N Ln 02 K cn a > } m a N o m � ¢ Z CD Z ¢ y w Y N Q (i� V z _ Z Z Q X Lu J of Z U��c) Z W W �w a- z c)V O U / ) 0-) Ld —1N Q M W m J Q SHEET NUMBER CL-101 U C m N O O as Q C 0 `o >a E Y O T _0 D r 3 JO 0 L ai 0 0 m Q me O I T E JO C O O a O U 3 0 O me o C J 0 Q C O w O N 0 Z y J Z O :3 0 J m b 3 J OD Ds m 3 6 C T m c Y) E C E 0 O O 1 0 y Q :E `) C O C m U 3 C _) 0 m L. N 0 a E O N a is E Q U 0 I O N 0 N O r C E 0 m ,) n a N a Z) m 5 3 C O S T 0 J 3 C T 0 C y U C 0 h m m O > a I- J a I o -) w 3f O a Y in N L O ow 5 21 C 0 It V O1 m N C N .- V C N ._ V m V N m do n 0 O O C 0 m D J m Q C C A 0 N 0 Z C_ m .7 m r J n m m J m j a ui in C O m J � me C O 0 AZ `L Y a N N J) 0 C O 0) O (0 m L L n " JZ ,_ 3 Y 0 m -) s M O 3 0 Y n 0 E In D 0 0 I r IT� valmont.V .kb Nell.: : claims Name LedNaIrc: .Mb LaWkn-CM: 8Me: :Clrbtl BY:- JM La.em" 1-tlY: .I,... R .: D9330 acts: I � IAFpwar. - oa1D- prow,: D53'd0 --,... ANCHORAGE DATA Too.. Top' SPECIFICATIONS ' Pole Shaft -The pole shaft is fabricated from hot rolled "load Steel tubing of one-piece ConsWction with a minimum yield strength of 55 KSI. Pole Top - A removable pole Cap is provided for poles receiving drilling patterns for side -mount luminaire am assemblies. For top P mount Iuminaim and/or bracket confide the factory. Confide the luminaire me pole Cap for Pole Cap -PWtle collect tenon size L)whicaftem.icalW pole the Imp includepolemWh only (PC) or Plain top (PL) which is typical when the Pole top diameter matches the necessary slip fit dimensions. Handhole - A reinforced handhole with grounding provision is provided at left' from the base antl of the pole assembly. Each handhole includes an Cross Section easy to install, Self-contained Swing latch handhole Cover assembly. U.S. Patent Swing Latch Cover is fabricated from durable polycartm natal O bleNM plastic. AM pole assemblies are provided with a 2.50' x 5.00- rectangular handhole. Handhole dimensions are nominal. 1 Soft sq Beane Cover -A twD-place full base Cover fabricated from ABS plastic is provided with each pole assembly. Additional base Cover options, including the dart square (2T) cast aluminum cover, are available upon request. Handhole Anchor Bolts - Anchor boas conform to ASTM F1554 Grade 55 and are provided with two hex nuts and two flat washers. Bolts have an'L' bend on one and and are galvanized a minimum of IT on the threaded gang. N Hardware -AII structural fasteners are galvanized high strength Carbon steel AM non-structural fastenrs eare galvanized or zinc -plated Carbon stem or stainless steel. Finish - Standard finishes are either Galvanized (GV) or Finish Painted (FP). Additional finish options including Finish Paint over Galvanizing (FPGV) or Full Base Cover any of the V-PROve Finish Coating Systems are available upon request. See (Standard) the product Ordering code for Color options. Design Criteria -Please reference Design Criteria Specification for appropriate design conditions. Dart Square - 2T (Optional) ) i:j 'Consult factory on loading criteria for pole top mounted luminaires and/Dr brackets. LMONT INDUSTRIES, INC. 28800 IDA STREET, PO BOX 358- VALLEY, ME 66064 USA - STRUCTURES - :LYNMa BP Q -; OalarerAppmaM: oath: Anchor Bess DHall IRS, Bulk SmtaMalea 9."Cimle 3.as 0.25 go.aVe' 3.a3 025 3.]s 0.2s 3.]5 02s 4.z5 o.zs 0°-Xaoehole 4.00 1 ] a500.50 8.25 0.8]50.]5X11.WX3.W 5.00 11 11.001.00 1TW 1.000IU75X1].UUx3W 5.00 ] 11.001.W 11.00 1.0000a5X1].00x3.a0 8.W ] 1z.01 00 12.50 1.OW 1.O0x36.00x4.W DESIGNATION,LOAD AND DIMENSIONAL DATA 24.4 4]0 14.8 3]0 4.00 4.00 11 90 4000120 19.9.1 3]0 11.] 293 4.00 4.W 11 1W 4000140 r4- 15.9B295 8.9 223 400 400 11 115 40DQ160 12.6230 6.] IN 400 400 11 125 40001B0 9.6 ]10] 4.5 IN 4.00 4.00 11 MID 40002W g0-0'17.].T343 #61018.,S.8 9A 235 5.00 5.00 11 IN 50002M 26.1 .4535 182 400 5.00 5.00 T 265 60DW200 4.8 e100 1.0 50 4.00 4.W 11 1]0 40002502`-0' 18]IN 5A 135 4.00 4.W ] 245 4WW250 e83 185 -6] 33+D' 47 t 0.] 463 t3.3 �68 44 1 15D 20 267 67 11 225 5000250 333 9.5 238 non 5.00 7 NO 500W2W 110 2.6 65 4.00 4.00 ] 291 4WIVIOD 50 WA WA 5.00 5.00 11 265 5W0300 187 3a 100 ado 5.00 ) No SOOW300 t 9.0 475 13.2 330 on 225 BW B.W ) 5W 800`N3go b,9 150 2.5 Non WA NIA 5.00 5.00 ] 440 500W350 35,a 124 310 1 Te 190 1 42 105 1 6.00 I 0.00 1 7 1 54o I BOOW4Tr0 a3'-D" z2 180 3.0 ]5 NIA N/A 8.00 I 6.00 1 ] 1 B05 I BOOW4W a.nu ue W mesa as cat A,ee- mcce M brsrya base p. e upm�dealSaaevy. PebaWrvprmlpllmN Wmk mand l, mu can the Ims and me, me .119,ale werush -. ammdepeasell Is,, he or, Wine travel ^n Yne 1 n. it. -a muldesvuvlll It..,.. WeeWMn. w. that sgslty^I g PRODUCT ORDERING CODES ��.. �.�-��, _ n M g(6 Diamet ) GV 6 vk zN BC Fc Bare Cave aorz rd D 11f011 i2/0° �O2 (2 B II FP F GK Ra Oark Monxe 1'''_:''""" -0PTONAL Wlnoul Anc ]i 9pwe0or LAB Balk A N90°8PB 04-funsl(n9rti0. 98. LY.]3x0 d p A� FPGV=FFI¢n Pahl MB B Metllum Brwrze wX=WNb LG - Brie, frry D5=(2)Dnllinge@DOA 270' arerGffia 6 06=(3)D @w SOL of VP30=µPp-M Luanne arwW Tanon Mounting P]3= kVp-6x6pun pp -pe Do p2=2.W OD x 4. Minor V U=WM-98Mrn . 4=4.00'ODx 6"armle VP54=µpp-%9(ffin lfUp ewerSw pen Ps=2.W°OOx4' hereon vpsT=µPp•s] r aG-ab(iay So=a. P6=2.W ODx 5'lerwn n:mn P3=2.aba Vplm- Wp'1MaWfi sL-sMr g6=9gyy f<kr F; P9= SperJel Blze (specityl wily=Vpp'110affihn IaveJfl DS330 - Fatigue Resistant Square Non -Tapered Steel Pole -�•110111„ss SQUARE PLASTIC TOP PUSH CAP 2.10ISCHED 80 PIPETENON 4.em I MILE MY BE MIILM H -- ---- I ACCEPTSIDE MOUNTED I FIXTURE IF REQUIRED. SOIIME PUM I I WITH WIRE ENTRANCE I I HOLE(DEBURRED) I I faOLEBFIAFT SHHAF MILE I P2 TENON DETAIL (OPTIONAL) CAP DETAIL (STANDARD) 2-PIECE COVER MIN SHED TO 0 MATCH POLE Il- 11 II 0 I I i' LZ' ` 11, I MOUNTING HEIGHT FULL BASE COVER STANDARD 0.50'NUp 2.60'%aeo' HOLDER FOR HANDHOLE RIM GROUNDING WRIT CCVER iTHICKNESS CIRCLE REINFORCED HANDHOLE To WITICOVERMID GROUNDING 1'-0' 4-ANCHOREDLT9 Al WITH THREADED END GALVANIZED EACH BOLT FURNISHED WITH IER UTMIN. 2 FLAT WASHERS. WASHERS. T HOLES POLE BASE AND HANDHOLE DETAIL D8330 POLE DETAIL VALMONT INDUSTRIES, INC. 2880D IDA STREET, RD BOX 359- VALLEY. NE 68064 USA soosu38806 • & Are'CM ECF-S EcoForm ECF-S EcoForm ECF-S EcoForm glVSite OFOrrin ivip small small small by Os ignify � Area luminaire Area luminaire Area luminaire EINF. ,.Dries (ordered aeperatey, field installed) 3000K LED Wattage and Lomen WWw 6000KLEDWattWea WmenWtueMIMe .adv^nes Do paW 1 x TYNOa arenas >!P'xTell - E'" D.bN .W aWll �3 Eia, M IIFWI aH n auWl Rmne Gertice EcoForm Gan-2 combines economy with rTormence in an LED area w Pa B P P luminaire.luminaires. Capable delivering u to now level of c or inaco compact. low Lm ram P pLl]e profile LED luminalre. EcoForm offers a new level site customer value. ELED by Feemres an Innovatve retrofit arm kit, simplifying see conversions to LED by tea need to tldll atltlitionel holes in most eziating polea.lnegral TyP` wms available for further energy savings. Includes Service Tag. our lmp. ay: way to provide assistance throughout the lee of the product. 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MTp4cM OpDW Orbntaa tribal SMnaara OptlOPoatbn Luminaires ordered wile ee mmarlca optical main mestentleN Y P Mm optic poettlan Lull haw Me ap[Icel ryvMm detentes as areas plow: Lenses gl0 stle Of POI* ••,�:' Sbea SM.� O O ,• Optlp gentles Laft(00°IOpNe Poatlen Luminaires oMerawhM10 ul stemalnme0 cRoteptl Left PO vY PU IBO% optic Meoptlulewtamollenntlpaown ham N 6 eM 6W optlw Lro nolevalleblewlNfectwyMrotabBlaoWleBl: capeon m�IINM ofPola OBIWa •• •••, 1 Sbpt SMal O O 'k• HauvinD NrOhoumo lNthemidam ubMefrommlepolnt OfinenepandiMOthlaim. Dimming � aet noun bef dimming One-pietyeied, one-piece die ne cast pichor.l mmu duMbn INalmml .annatp ease Cohn era., aimmm agno-odo none. Durrmane wperae,self- du O nddi.Ri n. cold pOlnt use sort ranmea hinged, d -lace tie cast sear rreme.wmenelre naudn remain nB g P e p door's frame. e e IP88, Coarse In emoreence [g Section 9 gr IEC BOSBB-1. equipped theebllily Wbllfi Wtace bee MNe Wasethtewattagem theAWld to reduce cola 1 I rt O I M Sulk r I a W re atN[a and re[M 3Gow oc. Oc c to Oakes g mmuteuml De Ua Me warts e'er'a .I .'." total wmmalre but 8[endaMea MrM by AN51 Cl%A1-RO10. Tee[Inp llwludeBWbretlon In Mrw oU10u[endllpMlewla. ComesCara-sat[othenlgM1aetpositione[Melunren you OYmY[bIBCMd.UbcM1er[5elow[cectimeteretlucLicninumBnOu[pY[ e. ell Mrrormtl on [M1e Nme luminaire. tleara. Gnnot puud wiN ener Control olrtian¢ar mationrpponee. IlgMenpine Li elan in pon and In mulddesEDNu. and meteld;Zt.3 ea a •mmpdt .. '. mlHwWwrcn eptw arte.ea In mgRlpl.. of x. s..nadmeaul..ar the , 12x and 8C LE0v. Masukly ROXScomplleM. Colortempodeturx:9WONN-1RSN, 000N, 60WNe/-2WK Minimum CRI0 TO LED IqM engines Is rated IP661n 2 5G% acwrtlenaem Reason BINIEC 60596-I. s Sfi% laddered Motion Rpwnp wrcb other Ce 18: When used in combinaiOn &.ton PMtecanbelfial Button style design for namedlumimirea watbotner con4ols pummatic Dimming Profile and 8lMWkN.motion mounting eppllptlons. The placecontrol Is constructed aft high lmpectUV peMm well vim ovarrlde controller's phedulewlth the added epbllbed of erMnaM housing.Rated voltage al 12W or 208-TT]V end rene pY P Ya rattle one cannot fine distinction Tear W on(SAlne photocell onwithtested ie ccoardl M. BP B P B nenMmaPon,the motion response SuhMSI EU 082.45 ser:burro pmmc412 Scenario Mia-locompuresiddess Mmate ppoam ing pact The Wrlk9bas my be High ,ol..it A.teamab Programming lnpiwLTM1eprofllecenonlybere-Conn AXSI/IEEE C81.as wrAN51/IEEE Cfi2 a12 Bcenerio I Category C XiBn coma vie me mndmler. proore rLm - r n Lin -N Exposure wewformeb e G ou tl, eutMleM NeUaTel- p Omund. and lnewaManw Costa DOE M55LC Motlel Speeifice[Ion roe lEO IMrarad Mplbn RNpONa Lenpe(IMRN/IMRm:InlMra MD[iOn MBpOnN b Y gPIAaI 2OkV/ Luminairesomotioixevocethatpmmu^it ennpmtl ontkr,hand. 20kV/101W Sur roteetlonewke tM1et wldeveatre teetlon tlo1PNv ,cm, OdaWe timps moo wing hei ht.an OgAuwrlans[ywam pep Car pro beyonmaetepGdoegn dtiCal ngheighU an c Wwftanre e.the 6P110kV/tONA level. g pay axeg Lana es9HR131 itMtien.aearmeDMingpignmapm2o•wim.4aTula'•. We etameprcwrage Brea. Lane aTle waeneetor ne9her moutNna haBhm UL/WLwalautlan listed to Ma UL ISBB eGneere, Bul[ebl¢forw in up to 40' with larger coverage areas up M 100 diameter covarage ere. Su em0lentnmwraduree from -4Pm 40-C(-40°to 204°FL Meet EcoForm Now. for de[eMon pa[bmH: wMlguretl[rneemquellfbd untlerPmmlum and StentleN DNIpnLIBMn m _.. ---- (Ni - OlMlna p•; r,270• • Houa aqa •,.•O O i CUAtlm 90'"2W r . XpMa6YN •,. O O/ alxgyuNllBb.na System emaeyupm1331mLW w1[h alpnmcentenerpyeMn emror FLlx Btert MstN Helideluminelru.Optianel corrlrol opllana proNtle Ndetl energy awingsdunn6unawugadpMcall a 65M s T6% a 80% T esz IMnuwmmalrovrnmonmwrncomfWxwWMlaw Y P W Canprteumq at arim. Commit Died 0Danfied Prod Late list m confirm your spo Mlplummelraeelectlon bespattered. SOOCKenewerwr en Dark 6 POrwea. Hnloh xYO Retroft Arm(RAM) 293'(MSals Slip fitter (BE) •'-p -' •... ' BE Opuul Mteme a Base, Tyw2 3.4,5.5W. and MR distributions Available. lntamal Shield soon a Omf ouMa to LED option and is available with Type 2. S. 4. and AM distributions, IQ Base' Types 2.S.4. and AM wMnapeclfed and used as rMeted am factory, N :rypblwlu.-utay N-5% Set_ Is Performance tested per LMa9 and TM-15 CIESINQ certifying w / / I' m m a . v m ",. '• Each standard Color luminaire receives a bids and abrasion msiMM, elettraetetlMllyapplledthermally aured triglyciael l¢oryenursM (r01Cf tomcod poeyesMr powaercaet finish. Standard caters include bdme III bmCk Ism, whin all dark gray good. and medium grey (MUMC. ComuN mctoryforsPew on oP[lonel orcmtom colors. vJN M2a Ln .e mlko.2aro e (R Pal 4o2allel P-N D/9tlrp - D. Dame Tn MTmW qn. 1 xm 1 m') W 'dew 1z2 Em:os3n' Cot -- ' I -I p 11 ay W]oN E4'paxolrl 3?P44xIU be k:Tnea.tepalest th. Ond hole on ily be bcewd an the palest Ne O°polo[. Opusal.mmBM a2T0e)Optic Pwmon LumineirNardaed wi[M1g nicela [emainlMSanta, RON[a p w Po M R]0° a k oePoan will nem[nea tkel marlentetl e( I Cat P P .rate avamwnbelaw(Type .bl.oea 5W optics are nMevelleblewkh factaryeatrob<ebla OptlN): bee:TMMnthatal.atthll elry be declared! onlMpoleettM1e O°pohrt. TVWLumkWra4pmbll. Type-BOITypsQ]0 ROmKd OP80slbyslpne Twin luminebe assemblies lnetelletl wltM1 rotetero optical bmaereen P pmou mcalbMwrytoabeui lightBacardithe Interior hwve side (Street 8ltle) without Melmnal equipment, l[IplmpOrten<nowevec met cenm examined cipa m immune meuuminaires are installed In me proper location. n tr .mNae.wmmalrae new W rl xA WIWps :o mMwlrebysem(solbreasons oemlumemere dame c fo N e Nno u M uo a Es mtanr OLCT Cad P Pa c pig ( p 1M_16y reaYmu to nonectameeagethntsPbm µOMByendenllagrsystem at ual aluminumhigh -density lu iulymemge the entire ote.y. Bmd on a high-dnsity SWgda er lshmet Mrkedth anwyto n-ana,r-b or et portal. BbMeM Nominal sera maunG[ob'O D.tnund poles. Can also be ueawhn evnnpwrkwltn anwyto dumb -based portal you can convenleMly m can 6'O.D. iS a ole ads ter included with we luminaire. Rauntl Polo p ry WIreIBN p q required ewsN,man be Namanawrournand area, pedestrian. oNlmalte and area Poutdoors antln. EquipedOe Atlaptenspe coed with ar 3-3 the8'arm(RAM) ombeturNeme wearmrm wMmbcen beware completely kk, Whan epaNgedrsiomtoLEDretrofit stilRAM)opden.& bar ad sumkWy Witi riweaawRhe With4l Ions for 0-2 mou ihemgme. Equipper e1mfing onames ha wmroing polo LEDbyellminoting Wsoa abraMoons I onal whmatbnrpa=anoM1 remtors.mounu mp.rphb.Aso iuminaale dnllln Onmwtexl8[In OIe6. RAM wIII pB DDMa ee nnl .Ab00 OnBI 0 B P w Y PB pad dory pad p with renKKe ems Coitus la mountetlp erete fromluminelum areelipfhtemndwredday meeteDA mars iance BMaonygxer amounts lAR, pole derail. RAM, WSIeu mqulutl comae[IDAcompllenw. BF sountingwlll rat mean Ira' _ dent-mmnbNl wurNl- IMRVw.meuec. namesmoumc.^tale..nnelan n o-------------------------- v w'. fT ----- -- a Con v v u a s m u o w a a' v a u 1 semeen 8 aEachppli on,W, lumlMlreba,,f01,*iliebleethence codootithe saMNtoo m-tdnoaug,lnin Ne,,,ORcoM,pleceagntnedntiae of Me coalesce you e.mkeMn[.cgeaa tomelamin.in wnnggr.nan. m.Mng ImtellMon and maintenance operations faster and easier. no matter whet plops MtMtaboolsornmMmommail It sgeetm APPane regmbrypUr produc[npMewey. Formoretleteila vials aiB^Ifycom ,A,s ECOFOrm IYmlMIree M[YFBe S-eerlimited waxen Trm y d BNeioniy,mm/wenentieafor complete details and uduaians. aNAP II s - slue 4h6''........, Uffi Right side CentrMepuem O-10V dimmin DO:ACCBss,Oo-,oVdimmdn 1aa98u IIBtltM1roY nbBekM fit 1 B PP B Blwblal TwbF k LRD6?LRDT/TLRP :post Wait Receptacle wad gpNtamR CI Mta - --- � ) mTonl% N erpob efpow of pale iw IumineiMlbraecontlarytlimming contrala byomeUS C.I..Wl3eeewlm aumr control options, 6 sae ambling Swing or wdMT pins with aaatl...I funMlonellty, toy Madre) can be used with atwdsmck photoelectric cell a starting cep. Dimming Mr(T1nq Olrtboerd lMR-HVU sensor a" Standard Arm(AR) Retrofit Arm (RAM clll pattern dHll pattern w.ma ? OrrNlne Bp z]IY Ne1ae6MeHaue6tle WMnMnwM wminaire Conn Trp-2T0 , , TYpe-9O �Il '•O O'•, ? Coleus � � •, O O �•• Iy DWlgrcuitcentrN(Door Lummahend equipped a giine ebllhym nMtwObe .PemH NrcciHg ofseparatnversantl contented fi, nMofted, mats, of ih ppereHawl[eNnpof separate modules controlled byup of twg eNeof Ieed..enefore.w Nrcult Not recommended to puedw .wit.. corh.l a a v a a options, motion response, or photocells. avvvv env re vases SIbWYs": BheWlve system includes a controller fully Integraaa kTLRPc Me wmmalremaanablas the wminarrecm communicate with. dimming Mer..n .me eptiem a Ngmiteetterobins located on site using Patented central dimming WF mesa MWen Mspmp BIL-li Motion Response module is NMndoayAlgwll....... beorni.,,.lbws ueenmecceN the system mounteriM omltoluminatMfactorypre-progmmmam60%tlimminp Respect.daT eB 5- m andT Type T- In me¢oraance m ANSI ( P 1 -p ( p 1 on Map1. Cenbeuea Wtn,When,pe,ifparty ntrgleceHm,Reuptcle located on Map WlUminelrenOYel.mu.bapecifil,.d. h.P.I.HI, a l.. pnMaeleMlla Coll,volb0emustbanspacinedLunenomannOTweet-look rewa l.TURN.1 TLRW). photocellcr.halll., cop se na m,luded. 1. eneppa ana.re wimspin. Dnwr:DrWereffmeentyn90%standero,lW-48Wm[6bls"WMNons asset.Open/hort circuit protection. Optional0-1W dimming to l4% power. ROHScompllent.Iy antl Met funationelitiea such as ONLI dimmin lewls ea morauli when e g. natdMud with ether controlo ins. BL-IMRlismUOpOaWinMe ado pSO ♦ __ •'p, ♦ __ _ BiackofIs.w foractee Hr motion aenurlveetbeeomtull6 When motion with rags dnected dwMer to b M D. when Canno umIn of tlencla bpckmlW%when motlgnla Add EHe. Canngtmuew bytes snsorte thepon PIN fflIgM. tatullpstin'fIfilpowert.wcomucaUnwlthIIndoor"ghting am wanNrpsuppi facenurtto Wanelre 5 minumturns S O pas' Non: Tnenend hole Mll normally be lxae0 an [M1e pole etNeO°polo[ Lulw RIMtn ) ..rLUmeiruwnnOptic ere Roma RISKW)LEFT are Rabn on Imnlla on MCLEFT Ine[alla on [ne RmHTSida 81Mor Pole of Pole and wonnectln oo Bela y me.. pfbr[odfimmginghackretoess When no makenrIs deuo[eaf rn6 mkumethe ompmm n Baby BOX. to 50%ofHe normal rotluwmewatte Complete lnfare[lonantnecon[rolMtemcan be found on MCSlteWee mMlenrewonse reducing mr easstmr Thmineecn also be metre MWmd Profile.caming(CR. mnptaMeiHgereeueing Lnallgfit ^B With AupmstleProgb.and. enerCM/CE/GI:als while obtml ,ham IprosocialII lfdifferent w Ralmminglawks grammin Toolnontac Technical Sdoneupport CarousedhungDlllmaZdark ,oars. savings welews In ode toddy immi FSIR-1o0WNINeRamon Programming Tool(wnnc[Tecnnlcel supportfor IMmels mine Mnlle). 30% }ntlMarmabnpaxMaelntXedaumMhrmImposed aeany cgmmercleloRerand does naMm ofa qugnWnarwMecl. � re A], Nob:TMMgno wdo a on Memdll p r gn meafllinBwM'eNr'ewan Ordereakrme pT1a. mInclNNldcdo or ofthetchalllmenotpu,Wheng a aWtlw enaymarthuding dim t1ro%Or sed acretonllumsn output,Whenwan Mwmbiwrunwidleatpnanmmetl motionr After 6minw .wMn motion is a.bctea.After5adulaAwiNne centnller.peturn to the me8on, raummtneeubmedc almmg.Mn,: neaaL.lwbb.ng ambler prong. eeneauded Cohn tea rg uowlne Nmnw: p pfipaCBW: Secur arforTnoun night duration IE%. 11 Pin -0AM) CMI MW:MedmnforBhourengMdumton(Ex..10PM-6AMI ECF-8_Ewpered um -pawl OWN swill ECF-8_EwFanrlene-until OWN classes ECF-8_EwFanrlene-until Open PoBe]of8 I I Ill by (Signify LPW32 arg­,vall sconce I ic% PmYm. Stoned LytePro LED large Well sconce LPW32 Features outstanding value la%sm in a compact, architectural design. This powerful and precise combination den ao offers outstandingenergy eavin swlth excellent hotometrlc performance. 9Y B P P LPW32 is ideal for building perimetarfi and Corridors in addition to well lighting � am, application requiring strong lateral spacing and forwent pattern projection. xda Ordering gold* Emmi UIW32-00-NW-GS-3-120-PCB-Bi M Wenpe UDOob n OYtMltbn Ended vN[pe LIONI F 0 0 0 0 LPW32 LvAPDA32 TO When Nr WNeueal White B T,MS -- None 190 am LED Lome g0 N, 40D MCRI 4III EW Emergency, Betmry 208 Rooms Well Sc re6m'2e Generation Pami 2" 24P/ W wW.mvmlte 2n 2M 9mm ORI General EBPanlrawllablo Mth 347 347V BDWwnlon 4w 4Bw uxv lay-gyN(6wsoxq III WeResonviefixessfing, DWMI%dew b wh WI..M, PM1mww*.ma Mi.h 0 0 0 0 FAW$ Field WRp MWweBnpr PCB Pho .ftol LWINd Adjustable a3 LNW Butmnen Big Black Wadi WN WM1ite 8el W-1.1 Bz BBecauseBecauseaL NncderlelltY.• D0r oak Gray Mar Meelum Greg 9 OFRALTog4) coloy or RAL(er:hip 9pedfy OptColor( CC Customs color uMeu I later chip ran' Fred uob CC ustsuppRom Sto luminaires; - Doctoral pride CMtabg Number Dped0- MWM ow IIPC Cent L%V32G3-6-- IPW32.7mV.I5 .4(IWK.Tyw3,lM0 M.,DakgreytNtu mud I 9 1622MOUS89 L%V82 8-B2 LPW32.7M..650M.4CWK.7pe0.1M�M..Brome u.d,.I.t I 8 I a2R2526U866 Stocked acce.wdae- Ordering guide Must be ordered seper l)g Caud"budget DpcN Maamom M1 .ck, UPC_ LTw MT-nP LMUnl Wmilcmerm Meplete.&w¢ebxtuMd Wlnt I (mane) I 1gOCB81aageo ' SOWw gurtonualleblewltho oqg Wbetbrybeckuponly(EBPI ' Available enigmas BL tllming wNon e NMwen.blem947ar480V a MaM.p..1haohaee r NMmllebIL.Wth BLFAWSar PCB z Othercolo s available upon requeae5 mantle -Et -order r Notwneble MmothercontrolopeoM. r/-� al UPW32_LytaPrc_ewlm WO PolynesiaE cC\ U, LPW32 LytePro LED large wall sconce 131.1c rts A ..0 dimensions bordered padebryl LPWCVRPLT-B2 LM U.I.re.1 well cow, mounting Pb[., 0.08- eluminum, bwnMtextuwtl paint (u¢etl to ewer lerperpmuiadlq I 4.6.112cm openlnp oreurfaw. field Install Offersaeme J-Bupttemu luminebeormey leggedmmallu Unkasal J-BmmoumcuIJ-(6Jc lea. nMpM1olewttern ;...P.-) pent-ganavig O O By ' W WminalrewalgM gibe µkg) 1RBanj O LuminairewitM1 EBP:111be I5 k0) a O D 6'(apm) Imamofta UP LocerlwlordWth IIenwrNM O'(41t-ay SE ade) Nlla adavd NNM1®P Ytan ordered with BL-IMNI9 1ae'(a8 W) LED Wattage and Lumen Values ON.Xnp Cade Toftl LEOa IFD CuneM InrA) CNm Tpy). TYpB 1rp4 Wmn BW EMcery Gutpp Willrp ILPW) AnMW spbm Walt .W= Gu[pR BW EMcecyI-I Ralkp ILPWI LPW-82-TO-MY-W LPW-99-9O-NW-G9 32 92 BOO aoDO BO ]388 883] B1-UO-02 11a a2-00-G2 10T T49 9328 BI-W<12 B2-UO-G2 111 104 lPW-02-70-WW-W 1 32 1 650 1 3000 1 66 1 6688 1 B2-UO-G2 103 1 6472 1 Bl-UO-G21 100 LPW-92-60-WW-W I 32 I 900 1 3WO 1 BB I 872a I IIIIIIIIIIIIIIIIIIIIIIIIL 88 I 0444 Bz-VO-G2 86 LED Wattage and Lumen Values- Emergency mode p�Nl.... VW St-0O-BWH99-EBP T .m �D CumM (mA) Color rymR I aoW Awnw Syspm Welt Typv9 Trys4 Bwrgenry MpW 1 ISM Bolmel ModO 45 EnxrO =1 Me MOM 10 5292I Emergerxe MWs SIDE N m ere Mpg. 1 5080 82 aW VWdgiO l8-EBP 1 32 and 1 3000 1 46 1 10 I 4T39 I 1471 I 4684 I 1424 Velupi-dranmana team cormrmed In aamaeme Wl odak UP as ens am rwrp na saner Ogund oshown, PEwommarmem mevv. .ne emnsider el weeMM Leland enter mlwnwe and field MGOOUMnrern mrNaentloen N Is highly farm phltll�, Worst brad a.-aNe®, p ace,r ,ad means a, teat, of*I many arm rM ldmdlwO Imsera .0 factory b, conn9untlons not awm. Pradk lumen depreciation data Prear e Perf elayveenwe fmmld LED emulation mnrewn Loreethe prMgeagnewhen , based on,cox M-Nme Wn %ay. eftuela Po•bncemaywrysuntniIESNATM21ancnl,,h,deVhOUMpna StIMswpnl£OperbrmenceaprecbW mTOYaf mbla mm.n .utpm. c.b. Lree p., Ise nF TNZI-11. P.elbn.e Lro now nmMd m a vme. amM Lp tan[ how IMMeMTwporann•C cemubba Lnxeva apto 40°c a2a0,oSonaara a5a.00olwro aeBx OPHdldi6 HbN m Somadnt 2-M-NW-03 sal mounting height AO 0■�IR■00-iffM_,11,lI. LErWOM ■■� .�re.ilt�- �imidlimco�w�M�hw�l1%;q�l'Ji��mI 4000 Types memo xNn n 8Nfin MM =21 ose Multiplier I ... 11. I.. Usual ". lso . tPWBR_LytaPr --- 06A9 p 243 LPW32 LytePro LED large wall sconce General D6 tion Dimming Con" Options nG Performance. all rond the elnergy le Watte2eustthe ratAWN: re with value to meaconmn the eeds o and budget damageBlueto, der..... tneeNrs,lmmeoually theft fieldto reduce me Saba, or wattaAll, elntnefll-settomehig Ml 1....... h rear and moegetmountconscious. Tnpfflum await a elIi-lndewnwamcoma . Thee Usekso 9 tpualuatht LlmmNrelUmenout Utaan cemN r - deem to P 9 Peee g rcan bedr ctly Fbmeacrwprepoweli can beafie el stand. platiohaductnetn lume Usenot cprt esther co red through Back surface can may fa [M1rougM1pckwrM1ce,g ape output defirected dwitholieved Mtlucken in ouMu[Moira.Cenne[eeu¢etl with other control named t as Inside MelumNelre M1oueln9. Two SNU'eerewelleble as In -sock TwoyUa a re Avail In -stock options or motlan Mapalu. coMlpuracn , Gl quick ship) Mode leg Die -cat M1oudng houses bath the LED antl driver auemblies.Seise Incorporates an Integrated heat slnk m mulmlN in a Deal rmrmenc. P eg Pe one reullo-ilH Be bublbM boor osion Integrreeperi a¢hookandmneb. Cohn bYforOMVN bUbMe.INbra lnt00rellMerlOCFinB nOOk BnamWnt design rorwymaelMdan. Mounting Emery lnbrlOW n0 hook and mount hou01nWbeekplate design for eery Installation. Mounb Ouer35", 4" octagonal l-bwN and single gang e tee loco« or can be director legged meurbw. Ensure ProperaeW to 100m, forgeept/eeelrnglummerr0m eurlace. HpW Typlwlnlweearery•h6% O Rating Motion Response Options LED coma and ArmIPa6 rates. LED BOartl and Army BI-Lml ItTa,a Mission Nwome my: Morton ommmil to le mDanbe ordered mlummNMfanm.r as-ns.IMm eseo WessIndimming ProvISaulr lm/Win/-260etme b0CRIL s[enMrtl Color With options. / P M when MtoMeraw[ [role [o a e6eta erapBln P P templel000Kar 3000K a/-260K. minimum rO CRT. Wme henanwing Is dabacThth,the aensorb gi the meconRrM60st EINtMC*I W rAinan Ight s put.Dim Dimming on PIR Nmen last Is ory set t o5i% with5 minute Driver emciency"D%stantlaM), I20-2rN and 347-48W MIlable o full powe,AIn'fll swe prior to odimminback to as, When n m5ionutu debuttlWfa amr' prior tad dimming DecM LC l ow.wnanno ssLm Op.AlldnwMere Mmm prone Temp Howe: tsoran p0 rat nup DW°F). Mdpacta roP6 to 50%,fMmotNmmonnt ph n as watts raucesthe Open/eM1ortdrcult prateNen.Inhereruaurwprotectbn upmlBKVA]. watew to other di ming Nlmianynormal be prentweHage retludimmin SurgepRoHlIcomp l- brans ameMntlimmis p N also bedbe withFetlif00WImerent tlimminp lewle.rereal(c ntcuelcaeel Support fordstOW.reIp.R.mnM Surge retatlen our a ronenonawlwtesta In ecwmanwrequired. rgaP mP0 a P Programmingrcol content TnnnnbN sa nrtfn, aeMl.. wish AN81/IEEE CBRA6 wrawfoIEEEair Uno2aceneriol Ca or C I Pp ) w Np Y andHis Ezpavurel0kVA0ndwewforda for with E MSSUCMeseutral IMsomi Nodule Rppnbl LonsnsorIo:Itire red s#3(IMMotlanRNpoNe end Neutral-Groua, and 1n accordance with DOE M8BLC MOMI InbOnl media icevai available Cohn unsay lanemeter o I3) is geagna $ MOWan Mr LED WmInBD'NA andbt0EI0CbINl PN ry PP formaunting M1NgM1b upp 20'with a40'aiameter coveregearee.BN Immunity HiBn Het IMI10kV/10kA. cM1ertarorapprWma[edadctlon patterns: Umbe . e IL,,IpuN- Product To c91u'btl BUIGI SLocations .Sortableforu.elnemN..lm-ao•co4C(-40•Fm1ca•F).D.1g.Lignu I Cowrtium®guelfe0. RDiN Each lumimo-e rewlvae efedeand abrasion reswtent abMmwtioedry my applied.thermelrycura, trigdycidelisocywureH(MIC)Hxtui - pN,.rpoweerroannt.h Emergermy Option Y a s e.,, d I ... N .. a... a Ems .. Bath Web EB : ESW en Lune eeWlndell rB ey rY ll 81 rg oy ,Yp amepelmmmnoin.aell.ni lumin.l n.Asopm kbffaC8 WGlrllay ems,9enrye iann quir.rylummelr bl.f.rumi w,bleft nt LPVx321Umbd.are LE08...MM...wre,.Small tl.wwndhye Coo mndMo from O'BPIavuF)D4O'C(lN'9a"ils 6-yeallmhetlwann[y.5eewww.elgnay.wm/wenen[Iesmr M[elle. nmmrsure I.d .0 MM1Om.i.d.11° )ma0°Cp0.°F)ewllebd an wow conflgureuononlyona lea olarlo my powewntlaryther whM1 umrymIramelee,om dro ACpowerbumpower IumlMlrefore minimum of 90 minutes note Me lira a gown Is lost AwIMDIa Mtn IRO-2rN, o,'UNV'only. O N I O N O H W O O_ m W H Q 0 fn Z O (n > W 0-1 -IIIIIIIZI i L 0 Z O W) N V) N U Q Z > (n p W Z ~ Q O O CO C) U U N � U Q I Z O 17 IY 0 O r O Z N LO = Q Z ~ � } ef 7 Ip J O (n � _ of W Y W O U 3 J Z = 3: 1' Q J 00 o* O O r- ~ U O N � O U ,- ne wLLI p w N( n 02 � F-- \ (n a M M m aEt o"q N o m � _ - �_,� O Z Z LLJ y 1' ¢ V N WJ ¢ 2Y w S U) 0 0 U Z Q W J U Z W MW 10� V U J Q W 0 Z 1 J Z X I O MN LL O LL w a a- W a a- Q LU U SHEET NUMBER C L-501 Q Z_ 0 tY W ___J Q :�: LIJ m J Q 6 C N y 0 0 a" 0 0 T E Y 0 Y 0 y 3 IU N 0 0 G G a c 0 `0 _ T v Y T d c O O a ° 3 c 0 0 z `o Q ' J O Z N O z = z ° Q C J d 1 3 0 C N O N E L n 0 C 0 O 1 y y Q c j O 0 o 0 J I1 o ° E E Q ° 0 0 0 G G o -o ° � o N n n I G U 3 U C L o =' N 3 :J c o �w D w I � � C O � IU 7 0 O a > n J o I w J 0 Y y Y � L `o o = D c O T C U m V 0 0 n o c m U E N Z Q' J c 1 ° � o Z C z N Q IU J L 1 � J c D, I m � a G C O 2' y O d J � U O O L Y Y a � m 0 0 O N O L Y n L 3 Y o� G � o c n E n � 0 O o 0r 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 americana '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 SEMINOLE TRAIL U. S. ROUTE 29 I (VARIABLE WIDTH R/W) 10. P. G •OD ROB 451 a �►�►1�► iit �► i iC �i vrt �S��S �� Ci fir/ i�► hS t4 ��►Ci �41rr► ��+ `1 +,r/ art �jROD KEY PLAN LEGEND PARKING LOT LANDSCAPING AREA PAVED PARKING AREA EAM FIRST CITIZENS BANK & TRUST COMPANY i Q p a rol n n rol Ilol I f ;� �I ADDRESS: 1815 FORTUNE PARK ROAD (� PARCEL ID: 046B4-00-00-001D1 11� 0 i� — �,, �! \ r ZONED: HIGHWAY COMMERCIAL 2.85 =507.50 BM #2 EXISTINGSHRUSTO 507.40=508.70// /CORNER EOFTDI REMAIN (TYP.) ELEV=512.83 TOP=512.32 FL=506.30 — — 00 C7 �rru �01) — — FORTUNE PARK ROAD � (W-R/W�_ D.B. 1643 PG. 643 _ TOP=516.41 FL=511.95 TOP=517.79 FL=514.45 \ PARKING LOT LANDSCAPING KEY PLAN SCALE: 1" = 50'-0" .a. , '�_ i' ■�u 1••1� F ei"M ::10IIIIIIIIIIINAMMI IMA WINe�r 111 Jm m m � 01 �m I m� FIRST CITZENS BANK k MST COMPANY ADDRESS IB15 ttRT1NE PARK ROAD vMCEL ID: 04694-00-W-WID1 L\ II ZCNED: HIGHWAY CWMERCIAL Im 48 $F mm m WOO ri-su`lo`" Amam I FORP'UNR PARK ROAD Hu 1HNj in � \ 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 m 0 oLj N � O L o m Li -IIIIIIIzI O M N LM Ih N U Q Z> O Vi o W Z ~ O Q 0 � O U Ix7 O Of cc 0 a z ON 0 0 � o Z N 9 = Q Z ~ } af 7 'O0 J O N � = cl� W Y W O 3 J Z a Y Q J 00 OO o O 381E D. ROACH LiC. No. 1870 10/23/2M0 ) 0 3�. O m U V) m rl� 0 W N Cn 12 K Cn Q > r m d N o m o 0 LLl ¢ Z CD Z ¢ y U Y U CD w _ Ul O O U Z J 0— ( V Z I— Z J 0. Q rn V z_ 0 Z Z_ Q X 7 LU J of L U�LuC) Z W Lu �w W a- IZ z O V U rnLLJ �+ J N Q c w m J Q SHEET NUMBER CP-101 U C N N O O a a ° 0 x i v E Y O T a ° r 3 a 0 N 0 0 a 3 C J_ C Q `o y x � T m Z E Z Q Y n � Z) o Z o 7 a Z ° 0 Z ° J C 1 ° C 0 o n N I i o _ Y ° N C Y n - C 3 0 i 0 � L Q 3 J C ° c E J = o U L O +' E N o n 0 Q U I ° 0 ° 0 0 � a o E C_ - E � C n O I ° ° H° o' C o m 0 0 :J n � a N 3 I � s 7 3 `o I w Y � C ° Y N N 0 a E 0 n b N U � N � L N `o V w N T v 0 0 V � C n ; o s N v n J � Q 0 � C Z Q E 2 n Z C z ° Z o Z_ - C Z N Q J L 1 B r I m i � a ° 0 C o °' J � x Y Y a � m n ° C 0 L L n " L 3 Y o " 0 E ° 0 tE 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 Dictionary of Plants Cultivated in the United States and Canada, most current edition and Manual of Woody Piants: Their identification, Ornamental Characteristics, Cutture, 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 It. 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 %-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 6. Turf Grass 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 .,,,., Ann a,�„m n„°°�n DECIDUOUS TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE 4L LEADER M m 0 N w N o 0 � 0 rn o m i? rr -111111IzI rE NURSERY STAKE o N M N U Q > 3RAISIVE RUBBER TIES. O V � o (3)) TWO INCH TREE STAKES. w Z ¢ 0 L 8" AWAY FROM EDGE OF THE = N 3ALL. STAKE LOCATION SHALL NOT U0 0 Co CD ERE WITH PERMANENT BRANCHES. U) r0 0 3 SHALL BE PAINTED BLACK PRIOR TALLATION. w 00 o Z N p = TO MULCHING, LIGHTLY TAMP SOIL a w Z ~ I I o w ID THE ROOT BALL IN 6" LIFTS TO of o v m J TREE. DO NOT OVER -COMPACT. THE PLANTING HOLE HAS BEEN Z Y LLED o - �_ a S2 Q NED SOIL. TURN THE SOIL TO J E COMPACTION TO THE AREA AND o SHOWN. 0 N 0 =R OF MULCH. pO ON TOP OF ROOT BALL SHALL NOT ■ D o o � FINISHED GRADE. EXISTING SOIL. -a* SCARIFY SIDES OF PLANTING PIT TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE. BOTTOM OF ROOT BALL RESTS ON O EXISTING OR RECOMPACTING SOIL. OBB1E D. ROACH 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 UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED IM 0 0 0 N 3�. 0 m U V) m rl� w0 N w Ln 02 K Cn a > r 0 a� o"� N o m o O a Z CD Z a y w Y v (U/l O O U Q •^/1 Z_: v Z V Z Q X J Z U � of LU z LLI W W a- Lu z O n O U rnLd �+ J a MN C J w M J Q SHEET NUMBER CP-501