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HomeMy WebLinkAboutARB202100037 Plan - Submittal (First) 2021-04-02y 0 N Q C O C O T W E Y O T d O J O L 3 N O L N 0 O a 0 C 0 T E a c 0 0 0 0 O NN O .L. J 3 3 J � 5 = 3 n Y � w E J o �y Q c J o Y° c wo a 0 L C � O n ° �J L � D C N 00 n O 3 L y I r �s U 3 J O O 0 c v I � 'o o n ° � N > n n >� I ° J m Y y y Y `o E T O ° a � L h v v > V N � w ° QE � C = C Y '^ �s �v Q"= :J y J o O � J � N 0� y c 0 �y n a C � o ° n v � 3 �L 0 0 U C m E ° ° 0r ARB PLAN FOR 1215 SEMINOLE TRAIL RIO MAGISTERIAL DISTRICT ALBEMARLE, VA 22901 DATE: 04/02/2021 PROJECT CONTACT LIST VICINITY MAP SHEET INDEX APPLICANT/DEVELOPER RENAUD CONSULTING 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 TEL: (571) 765-4436 CONTACT: MARK FONTAINE, CCIM EMAIL: MFONTAINE@RENAUDCONSULTING.NET OWNER CHARLOTTESVILLE REALTY CORPORATION PO BOX 6340 CHARLOTTESVILLE, VA 22906 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 CUHACI & PETERSON 930 WOODCOCK ROAD, SUITE 101 ORLANDO, FL 32803 TEL: (407) 661-9100 CONTACT: MARY ROSARIO EMAIL: MARY.ROSARIO@C—P.COM SURVEYOR JENNINGSTEPHENSON P.C. N LAND SURVEYORS W�E & PLANNERS s JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. WAWA CONTACT INFORMATION Wawa WAWA, INC. 260 W. BALTIMORE PIKE WAWA, PA 19063 TEL: (267) 273-3575 CONTACT: JEB BELL EMAIL: JEB.BELL@WAWA.COM 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. PROJECT LOCATION VICINITY SCALE 1 " = MAP 500' NORTH SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CS-101 SITE PLAN CG-101 GRADING PLAN CU-101 UTILITY PLAN CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CL-502 LIGHTING DETAILS CP-101 PLANTING PLAN TOTAL NUMBER OF SHEETS: 8 WAWA INFORMATION BUILDING AREA: 6,049 SF BUILDING TYPE: W50 FB I VA CANOPY CONFIGURATION TRIPLE STACKED CANOPY TYPE: FLAT # OF MPD'S: 9 TYPE OF MPD'S: (9) 4+1 S.F. OF ASPHALT: 74,923 S.F. S.F. OF LAWN AREA: 28,617 S.F. S.F. OF MULCH AREA: 1,332 S.F. PROJECT DATA SITE STATISTICS PARCEL ID: 061W 0-02-OA-00100 SITE ADDRESS: 1215 SEMINOLE TRAIL, CHARLOTTESVILLE, VA 22901 ZONED: C-1, COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACT AREA STEEP SLOPES - MANAGED EXISTING USE: SERVICE REPAIR GARAGE PROPOSED USE: CONVENIENCE FOOD STORE WITH SERVICE STATION BUILDING SIZE: 6,049 SF BUILDING HEIGHT: 33 FT± TOTAL SITE AREA: 2.26 AC. TOTAL DISTURBED AREA: 2.57 AC. TOTAL IMPERVIOUS COVER: 1.74 AC. ± (77%) OPEN SPACE: 0.52 AC. ± (23%) STEEP SLOPES: DISTURBED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY- PANEL NUMBER 51003CO278D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BY JENNING STEPHENSON, P.C. ON NOVEMBER 13, 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°04'11"N LONGITUDE: 78°29'03"W RECEIVING WATER(S): RIVANNA RIVER- MEADOW CREEK VAHU6CODE: JR14 BUILDING SETBACKS FRONT: 10' (SEMINOLE TRAIL) FRONT: 10' (GREENBRIER DRIVE) SIDE: 0' BACK: 0' PARKING SCHEDULE WAWA PARKING PROVIDED: 48SPACES HANDICAP SPACES PROVIDED: 2SPACES REAR PARKNIG LOTTO BENEFIT PARCEL061WO-02-00-002BO 20SPACFS APPROVALS DATE DEPARTMENT OF COMMUNFFY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT W Q 0 O N iM M N LZQ z, 0 Vo �-z Qo U N 0 OU CcO �E co U a o z af oOco ZN Z— O } W Of7 J O_ U1 � W � Y W� Y J N 3 O � N o0 O O "7 J� RYA PERKINS LIC. No. 046565 04102/202I ~ N O U V) rl� Ld 0 0 O N Lnn o�F�� > } a- LO ¢ N Q 0 m m 0 ow w Y 0 a N a w >Q Q W W r2 V ) 0. W O 0 0 0� zW Q N N m W z W W O �� o Ld n/ LL V w J o' Q w m J Q SHEET NUMBER CA-100 0 O Q 0 C O _ I v E Y O T 0 0 L 3 a 0 L 6 c 0 a c 0 0 O T v Y T O 0 a 0 c c 0 C 0 NN 0 0 3 0 5 3 3 z � J E = 0 - m n Y C 0 iv n � J � 0 o � L a O 2 0 E Q o 0 n C W L � `o o n � n T � V 3 0 L L u s I 3 `O v 0 U 0 c v N C O I � N p n n > n h > J y I y Y O Y T e E m n V c y N 0 4 V 0 - E Q w z C Q o J N � o � C � L n :J y 3 o O � J � o ° c v y c 0 � y n a m �u C N O L U n � 5 c � 5 � 3 L 0 0 C E n� 0 0 r TIE INTO EX. CURB AND GUTTER EXISTING ADA RAMP TO REMAIN / / / g DRa 6I GgEE^TE g0 RwJl y:,.. TIE INTO EX. CURB R30.0' F.I, AND GUTTER J VDOT STD. CG-12Bx x x .�" Ri-1 STOP SIGN WITH STRIPING OHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC .TYPE B, CLASS I, WHITE, VDOT STD. CG-11 'max x (SEE SHEET CS-501) D.B. 4722 PG. 213 4" WIDTH, SOLID LINE x x x D.B. 2359 PG. 589 (PLAT) x x x x Pe PARCEL ID: 061 WO-02-00-002BO SURFACE MOUNTED HANDRAIL �yF, x x x �P�R ZONED: C-1 COMMERCIAL _ *` JP x x x ENTRY/EXIT DIRECTIONAL TYPE B, CLASS I, WHITE, 0�� `'O10 x x x R30.0'' _ SIGNAGE (TYP. OF 2) ELONGATED ARROW (TYP.) SF F GO 10 )c x x x c VDOT STD. CG-12B (UNDER SEPARATE PERMIT) PROPOSED G� O� J° J x x 5' CONC. SIDEWALK RIGHT-OF-WAY x x p (SEE SHEET CS-501) x x MONUMENT SIGN SAW CUT LIMITS TY 4BA, x x xx x.x •.1 �x.•''r",a-;:=�'R17.5'� _ '... N.x TRAFFIC RATED :TIMBARRIER GAURDRAIL �0�G�P�G (2) 22K GALLON UNDERGROUND STORAGE TANKDTCIE WITH (SEE SHEET CS-502) 0' (1) 20K GALLON UNDERGROUND STORAGE TANK PACING \,- . PROPOSED LIGHT (TYP.) NORTHING: 3913109.74 (SEE SHEET CL-101) -� FEASTING: 11487487.53 - •r - CONC. SIDEWALK J :: -<. SEE SHEET CS-501 R1-1 STOP SIGN WITH STRIPING '�:��.�- - � "`�100.0'"`�`��" R13.5' 10' LANDSCAPE SETBACK `e' �',.,'::..;:`•-::•, .j VENT STACK ' ,e .;.;;> ::-"s' . r. '%'•"' "" 536.82' SEE SHEET CS-501 NORTHING: 3913102.99 19.38' - - - (TO BE PAINTED BROWN) EASTING: 11487450.941 i. M :�nen'::'o :10 TIE INTO EX. CURB AND GUTTER R30.0' 10' LANDSCAPE SETBACK 1 1 5' CONC. SIDEWALK WITH 2' BUFFER STRIP o0 N N N � cqEti N�a Q � I WNII I m N P ti Qm•--� �;oaa R20.0' 00 07 m c p VDOT STD. CG-11 I R1-1 STOP SIGN WITH STRIPING (SEE SHEET CS-501) TIE INTO EX. CURB AND GUTTER 5 ENTRY/EX TI DIRECTIONAL � 562.4� 3 � SIGNAGE (TYP. OF 2) $ N7 (UNDER SEPARATE PERMIT) LOADING ZONE SHED (SEE ARCH. PLANS) FENCALONG D RS E MEAN EXISTING OVERHEAD (SEE NOTE 3 FOR NORTHING: 3912981.34 ELECTRIC LINE STRIPING DETAILS) DUMPSTER AND SHED MASONRY ENCLOSURE SHALL BE EASTING: 11487364.91 I EXISTING OVERHEAD A HEIGHT OF 8' AND MUST BE CONSTRUCTED OUT OF ARCHITECTURAL BLOCK TO MATCH THE BUILDING ELECTRIC POLE MASONRY (SEE DETAIL ON SHEET CS-503 AND ARCH. PLANS FOR ADDITIONAL INFORMATION) I RMD PROPERTIES, LLC D.B. 2217 PG. 191 I D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-0-OA-00200 ZONED: C-1 COMMERCIAL 3912810.87 11487933.46 JA-ZAN LIMITED PARTNERSHIP D.B. 1134 PG. 536 D.B. 779 PG. 401 (PLAT) PARCEL ID: 061 WO-02-00-00200 ZONED: C-1 COMMERCIAL 2.0" SM-9.5A BITUMINOUS TACK COAT 4.0" BM-25.0 SITE LEGEND GREENBRIER DRIVE TURN LANE ASPHALT PAVEMENT WAWA ASPHALT PAVEMENT SEE SECTION ON THIS SHEET CONCRETE SIDEWALK SEE SHEET CS-501 STANDARD DUTY CONCRETE SEE SECTION THIS SHEET HEAVY DUTY CONCRETE SEE SECTION THIS SHEET VDOT STD. CG-6 SEE SHEET CS-502 + + + + + + + 14. d: .d d d a d o: d a d 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. LOADING ZONE STRIPING SHALL BE PAINTED 4" SINGLE YELLOW SOLID LINE AT 2'-0" O.C. 45° TO THE DRIVE AISLE. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 5. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" PAINT STROKE). 6. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED CORNERS. 7. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM THE STREET FOR EMERGENCY RESPONDERS. 8. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON PAVEMENT STRIPING UNLESS NOTED OTHERWISE. 9. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF THE CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 10. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. 11. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS GRAPHIC SCALE IN FEET 0 15 30 60 6" AIR ENTRAINED PORTLAND CEMENT CONCRETE W/ A MIN. FLEXURAL STRENGTH OF 650 PSI AND MIN. 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI III IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII 6" VDOT TYPE I, 21A DENSE GRADED UNTREATED AGGREGATE BASE SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. STANDARD DUTY CONCRETE SECTION FUEL CANOPY, BLDG. PARKING, AND DUMPSTER PAD �6" VDOT TYPE I, 21A DENSE GRADED UNTREATED AGGREGATE BASE SUB GRADE - STABLE AND COMPACTED TO A ADRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. WAWA ASPHALT PAVEMENT SECTION DRIVE AISLES/TRUCK ROUTES B" AIR ENTRAINED PORTLAND CEMENT CONCRETE W/ A MIN. FLEXURAL STRENGTH OF 650 PSI AND MIN. 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI •._ a III IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6" VDOT TYPE I, 21A DENSE GRADED UNTREATED AGGREGATE BASE SUBGRADE - STABLE AND COMPACTED TO A -DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. HEAVY DUTY CONCRETE SECTION UNDERGROUND TANK PAD ofz O M N N LZQ Z > 0 Vo Z �- O Q UN � 0(-) DO c00 o U U a o n z of Z N co ��} z-ow of J O_ U1 � 0 W w� 0 Y J N N 3 0 � N O0 O 0 r "7 v� RYA PERKINS LIC. No. 046565 04102/202I z m :E m ~ N O U V) rl� O � O ON Ln O H \ In > } d' L0 as Q N a m m m �0 O w Y O V w < S Ul O O U m 0 N Z LuL.L N W Lu I'Z W W u O r� U W V J 0_ Q LJ m J Q SHEET NUMBER CS-101 6 C N N O 0 Q 0 C O x I v E Y 0 T 0 0 0 0 r 3 a N 6 c 0 m a 0 Lo x T E Y T 0 0 0 v c 0 0 0 N O D 0 C 0 3 Z Q 0 J O Y 5 J, 3 Z � 0 Q E Y � � o a � m T y =� O YN u m c m 0 o � a 0 a a E a L C � o n` `o CE D C � 0 0 T n V � � a m 0 0 O 3 L .2 u � 3 0 0 .. c v 0 I v C n n o 7 N n w I - J m Y y Y y 0 E T � o N C �y N D N L O o L C Q E z Q J ._ Y C U 0 Z m 5 o Q C Y 'm 7 r o � 7 c v 0 a O O � J � o ° � v y c 0 � Y n a m � u 0 N O � u n � 5 c � 5 � 3 O s 0 0 J y E m � 0 O o or 0� STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STIR. 98 DOGHOUSE MANHOLE 440.99 5.06 STR. 99 VDOT STD. DI-3B (L=6') 444.60 7.98 STR. 99A VDOT STD. DI-38 (L=6') 446.09 5.24 STR. 100 VDOT STD. MH-1 452.74 7.87 STR. 101 VDOT STD. DI-3C (L=6') 455.66 3.91 STR. 102 VDOT STD. DI-1 455.45 3.17 STR. 110 VDOT STD. DI-3B (L=6') 453.87 8.39 STR. 111 VDOT STD. DI-3B (L=6') 450.91 5.17 STR. 112 VDOT STD. DI-3B (L=6') 451.47 5.46 STR. 113 VDOT STD. MH-1 455.56 6.12 STR. 114 VDOT STD. DI-26 (L=6') 454.46 4.45 STR. 120 VDOT STD. DI-3C (L=6') 455.27 3.77 STR. 200 DOGHOUSE MANHOLE 454.64 5.55 STR. 201 VDOT STD. DI-3C (L=6') STR. SWM1 SWM STR. SWM2 SWM STR. SWM3 SWM STR. SWM4 SWM CONTRACTOR TO CONFIRM - VERTICAL LOCATION OF GAS LINE AT PROPOSED STORM CROSSING a0 N N M N N 0) mm sS 4 [� Q�22 N�y I 1 J 45 TC N rT u1 _< C� 45! W Q 0 tl d FS 455 FS M0 m DD 6 Q STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STR. 99 TO STR. 98 56 LF 15 IN RCP 11.83% 436.62 430.00 STR. 99A TO STR. 15 LF 15 IN RCP 2.01% 442.00 441.70 STR. 100 TO STR. 99 82 LF 15 IN RCP 10.00% 444.87 436.72 STR. 101 TO STR. SWM2 116 LF 15 IN RCP 0.50% 451.75 451.17 STR. 102 TO STR. 101 106 LF 15 IN RCP 0.50% 452.28 451.75 STR. 110 TO STR. SWM4 7 LF 15 IN RCP 0.50% 445.48 445.44 STR. 111 TO STR. 110 32 LF 15 IN RCP 0.50% 445.74 445.58 STR. 112 TO STR. 111 35 LF 15 IN RCP 0.50% 446.01 445.84 STR. 113 TO STR. 112 66 LF 15 IN RCP 5.08% 449.44 446.11 STR. 114 TO STR. 113 94 LF 15 IN RCP 0.50% 450.01 449.54 STR. 120 TO STR. SWM3 55 LF 15 IN RCP 6.56% 451.50 447.92 STR. 201 TO STR. 200 33 LF 15 IN RCP 0.50% 449.26 449.09 STR. SWM1 TO STR. 100 29 LF 15 IN RCP 0.10% 445.00 444.97 / / UT LIMITS (TYP.) / CONTRACTOR TO MATCH PAVEMENT / SECTION OF GREENBRIER DRIVE AT TIME OF CONSTRUCTION / I / M 438.02 ; TC '- 48"RCP 438. 8 FS A\ �( Qt��r g�9 4° 98RCP NN6°5 •C'�j 1•'{� 1"g�•��lL I TC = � ; .:_ 0 i , gJl J�� � / O •� � NN G � ^� J� 60 �I � ;• 441.06 FS 10 - h RG T �O19 /N 6 F� CONTRACTOR TO ENSURE MAXIMUM OHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC CONTRACTOR TO REMOVE EXISTING\\ o i / f 2% CROSS -SLOPE THROUGHOUT D.B. 4722 PG. 213 STRUCTURE AND EXTEND PIPE TO v I / p� \ PEDESTRIAN CROSSWALK D.B. 2359 PG. 589 (PLAT) PROPOSED STRUCTURE 99A. o PARCEL ID: 061 WO-02-00-002BO ZONED: C-1 COMMERCIAL yL� JP. Oe oN�� EX. GAS LATERAL TO REMAIN. CONTRACTOR hIS I eF,OO'1j5 445.64 \ 99 E �' TO CONFIRM VERTICAL LOCATION OF GAS '(Oe5 o GO N6' TC LINE AT PROPOSED STORM CROSSING �`� 1 .gta� OtJ J�� 445 443.75 1 65 •\0 p;5 F v I � a>' TC _ LOCATION OF "STEEP SLOPES -MANAGED" AS N`L�' LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) t.95 TC i 452.29 451.66 453.27 �453.43 �- TC ti l I . / - - �NIIII7tFH41NHttIIIIIL \ IIIIIIIIIIIIIIIIIIIII/ i i TRENCH INV. 453.50 4C3.23 453.61 TC ' 600% FS/1 200 TI 454.50 :�'.•TI 454.76'; _ TI 4 ' 201 ' '..1BI 454.00 BI 454.26 BI04 (/ OIL WATER { . .�• • �. .. / SEPARATOR k ', INV. IN: 450.00 Do is c '�.' .: �. .. •; \ . ' INV. OUT" 449.88 I TRENCH OUTLET / • :� '•� TI 455.02 TI 455.20 y .:TI 45 a TRENCH INV:452.25 _ Ell 454.52' BI.454.70 . :BI 45 PIPE INV:451.50 ® s� �� o 45411 .43 II455.78i 6" PVC 01.00% •f TC BC 455.13' TC I .,� TI 455.52 TI 455.62. TI 45 BI_455.02'' •: BI 455,12 BI 4E / 455.28 I' . CLEANOUT (TYP.) 6• • ' ' ' { �5.90 FS P 5 I 15' LUWS NE 1,VIORK -- ---'-- EASEME19T TRENCH INV. 454.50 455.50 D. 4871 RG. 240/ FS P 456.60 TC / 56.81 456 81 TC TC / y � �4! -QS W - a I � 45, -4511 454 10" PVC ®1.000� 454.4� / 777777\ FS P 455.3 \ 55.01 1 1455.82 y. -CLEANOUT (TYP.)- 6" PVC ® 1.00% FS ._ 114 W 6" PVC ® 1.00% 99A -456 0 1 Nwa W 2.26 ACRES W 50-F B-VA 6,049 SF r FFE:456.00 48 WAWA SPACES CLEANOUT (TYP.) INV:: 453.00 P.)- 102 ' 448� 112 454.78� r� 100 113 rn \� / -� F\ C 455.85FS \j- � 6" PVC 0 1.00% 4. :• \�.455.87 455.72 :. FS-j - W IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) 55 'P�G \�S\p GR QF, kN�Og,lo F� � 6,500 CF OF UNDERGROUND STORM WATER MANAGEMENT ��\\ 451.76. - 45 450 449 448 447 \ \�S\ 4 3\A\\ TC � ��r 45 1 110 ---� - 4 4 5.50 153.83 J n- TC HP rc swM - WM TC TC 456.10 455.TC_4� / 455.43 �456.TC 456TC TC 454 90/ 456 08 456.06 J G T TC 455.84+ a5s.3o / / III 1 I 1 I I I \ �� TC ec _��/ I11 I I11 I I �FsS.sa _ 45 4Ss � \ \ as5.7s I / 3:11 ) I III 1 1 N FS \ I 00 a / 1�II II 11 455.46x c\ °�j age •"� N 00 d 1 I I11 I II 1 �I Illlllla� iLD o1�1\\Illlal I �� I\11 \\ 1\� 1 \ RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL �� �° I111 \I�llll as \1\ I I IIr 456.54 V to Tc7 68/0 asa. a^ TC TC 459.00 4g TC\ 459.091 \ 1 -,do IIII TC \ 1 n IIIIIf >` y 458.19 00 7`I I 1 a 111 \ 11 a56.71 W TC a 458. TC' 458.66� TC I d \ IIII IIII \ \\ \ N5� Tcs.3a \\\11111I1111 .. � 11 I1 I IIII 1 I a58.5s IIIIIII 111111 TC IIII IIII 111 11 458.62-\ - - I11111111�111�1111 TC - \ FENCE MEANDERS ALONG P/L 40' GAS LINE EASEMENT I JA-ZA IMITED PARTNERSHI D.B. 290 PG. 434 I D. 1134 PG. 536 D.B. 421 PG. 500 D.B. 779-G. 401 (PLA D.B. 1683 PG. 337 PARCEL ID: 0 0-02-00-0020 ZO ED: C-1 C MERCIAL I \ I GRAPHIC SCALE IN FEET 0 15 30 60 TC: BC: TW: BIN: TI: BI: FF: FS: P: G: RIM: ME: GRADING LEGEND TOP OF CURB ELEVATION BOTTOM OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION TOP OF ISLAND ELEVATION BOTTOM OF ISLAND ELEVATION FINISHED FLOOR ELEVATION FINISHED SURFACE ELEVATION PAVEMENT ELEVATION GROUND ELEVATION STRUCTURE RIM ELEVATION MATCH EXISTING DRAINAGE STRUCTURE CALLOUT HENRICO COUNTY STANDARD CURB AND GUTTER SPILLING 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 AS SHADED 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 SHOWN AS SHADED. CONTRACTOR TO ENSURE CROSS SLOPES DO NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 6. ALL CURB INLETS TO HAVE REBAR TRASH RACK INSTALLED. GRADING NOTES 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 (2.57 AC.) IS THE LIMITS OF DISTURBANCE. THIS SITE OUTFALLS TO STRUCTURE 98 AND THE EXISTING STORMWATER CONVEYANCE SYSTEM CONTINUES DOWNSTREAM WITHIN GREENBRIER DRIVE. THE ENERGY BALANCE IS MET FOR THE 1-YEAR STORM WITH AN UNDERGROUND DETENTION FACILITY. ADDITIONALLY, THE POST -DEVELOPMENT FLOW FROM THE 10-YEAR STORM IS GREATER THAN THE PRE -DEVELOPMENT 10-YEAR FLOW THEREFORE THE UNDERGROUND DETENTION FACILITY IS DESIGNED TO REDUCE THE FLOW LEAVING THE SITE. SEE THE STORMWATER MANAGEMENT CALCULATIONS ON THIS SHEET. 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 2.57 AC.) INCLUDE THE ENTIRE LIMITS OF DISTURBANCE FOR THE SITE. PHOSPHORUS LOAD REDUCTION IS REQUIRED AND WILL BE MET WITH THE PURCHASE OF NUTRIENT CREDITS FROM A NUTRIENT BANK. Runoff Curve Number (CN) Drainage Area Impervious Area Managed Turf ForesVOpen Space Time of Concentration (Tc) acres Runoff Peak Flow Storm Event 1.44 acres VolumeV cfs 0.84 acres 1 -year 14,199 7.56 0.29 acres 10 -year 17.16 5.0 min Post -Development Prior to Routing) Runoff Curve Number (CN) 92 Runoff Peak Flow q Storm Event VolumeV cfs Drainage Area 2.57 acres 1 -year 18,710 9.46 ImperviousArea 1.98 acres 10 -year 19.02 Managed Turf 0.59 acres ForesVOpen Space 0.00 acres Time of Concentration(Tc) 5.0 min Channel Protection Compliance Energy Balance Equation, 1-year Storm Improvement Factor 0.8 0-post < I.F. x 0 pre x RV_pre/RV_post < 0.8 x7.56x14199/18710 9.46 < 4.59 DETENTION RFOIIIRFD Flood Protection Compliance 10-year storm ost < re 19.02 < ODETENTION REQUIRED Post- Development SummaryRouted flows Peak Flow Storm Event (cfs) 4.51 (< Required 4.59 cfs) 1 -year 10 -year 16.80 (< Required 17.16 cfs) V) z O Cn > w O M N r) N L�< z, O Vo �z <o U N OU m U) to E 0 U a o I z r o0ZN �o < I I z-ow Of7 1 J o_ In w0z� 0 Y _ � J N 3 0 op N J O(D O O r RYA PERKINS LIC. No. 046565 04102/202I ~ N O U Vl Of 0 0 ON Cnn 000 F- \ O > } � In < N < 0 m m < � 0 \ O y W Z CD Z ¢ 1 0 ¢ N w (Un O O U 0 n/ Z Uj C 1..�1 N W Lu I'z W W 0 O r ^� U W V J 0_ < W m J < SHEET NUMBER CG-101 0 O Q C O 0 I v E Y O T 0 0 L 3 a 0 L N 0 a 0 E 0 T v Y T O 0 a 0 0 0 0 O O N O 0 y 3 3 .. v � z s J 3 > aci J E _ 0 � U 5 y i � co J � Yu c � o N d m C N oa 0 a E Q� C 0 `o n � c m � w D � 0 0 n a L' V a 0 3 3 O _ I L 0 s U 3 O v o w W c I c O D o h � a n > w J 'U I � J a N Y � y Y 0 T r= c 0 O � n v, V � �y h N V � N V � o L c Q E 2 z Q C J � i o Y m _ o J - _ C L J C J N v 0 a o v, O � J � o ° c v y c 0 � y n a m �u C N O L U n � 5 c � 5 � 3 L 0 0 J .. E m � 0 p o 0 r 1-5/8" RPZ BACKFLOW PREVENTER WITH UNIONS FOR WINTER REMOVAL 10 LF OF 1" TYPE 'K' COPPER DOMESTIC WATER LINE 1-5/8" IRRIGATION METER W, rYrnmml E1-1" CORP. STOP c APPROXIMATE LOCATION = OF EX. 10" DI WATERLINE. N CONTRACTOR TO VERIFY I I LOCATION PRIOR TO CONNECTION E/1 of m •-- TAPPING SLEEVE CONNECTION' 0 44 LF OF 6" DI WATERLINE PROPOSED 20" °0 UTILITY EASEMENT �� OJ PG IG iy'S 3 Fv / ,roe F� SEE UTILITY NOTE 1 FOR GAS CROSSING 'IIIIIII�I IIIIIII I IIII�"� i a' 122 LF OF V7 S 6" PVC 02.91% � •`. 1-1.5" DOMESTIC WATER METER ' 1-2" CORP. STOP F�.. : ..� 1-FIRE HYDRANT ASSEMBLY>;''.' . 1-6" GATE VALVE I,?k > .1 .y-. .. s V) >. .> ... '. 7 15LUMOS NE ORKS` `---�-- -- \'-- EASEM T D.B. 4871 G. 240 w 0 r� W W W CO-2� RIM: 455.79 INV: 449.77 6" PVC -vOHHt` - , W- W- / 453 LF OF 2" TYPE 'K' COPPER DOMESTIC WATERLINE 56 LF OF J 6" PVC 0 2.91% / / SS / E ' .01 10, oe .00 66 EX. ASCA SANITARY SEWER LINEADJUS MANHOLE TO RIM OF EX. SANITARY SEWER _ .. OHI ASSET VA CHARLOTTESVILLE-1165 PEPSI PLACE, LLC MANHOLE TO PROPOSED GRADE. � // ( ) CONNECT LATERAL TO EXISTING / / // D.B. 4722 PG. 213 MANHOLE WITH INSIDE DROP CONNECTION/ D.B. 2359 PG. 589 (PLAT) (SEE SHEETCU-501) DPP PARCELZONED: C 11N COMMERCIAL 2B0 e. CNTACT 0 Eil13 °"b5 // // / h EO CO FIRMTVERTICAL LOCAT,IONOOFRGASOR G1J`'�� j �...,::_•_... _ LINE AT PROPOSED STORM CROSSING " EX. MH _ RIM: 447.91 / - =;INV IN: 443.83 6" PVC \ \�/ LF OF PVC ®\\ \ / \G CONTRACTOR TO CONFIRM APPROXIMATE LOCATION OF CO-1 GAS VALVE AND RAISE TO RIM: 454.32 GRADES / APPROXIMATE LOCATION OF INV: 446.20 6" PVC DOMESTIC 1.5" BACKFLOW v- (PREVENTER WITHIN BUILDING rv... \c w0wa Y. 7i \ ' 2.26 ACRES' ALL CROSSINGS TO .,--. WSO-FB-VA \ BE COORDINATED 6,049SF";"_"r° \\ WITH COLUMBIA GAS FFE:456.00.^ 3 \ \ C 48 WAWA SPACES \ BLDG 1 222 LF OF 3/4" PVC WATERLINE " `- RIM: 456.00 TO DUMPSTER HOSE BIBB 5 LF OF,, '. INV OUT: 452.50 6" PVC DVC 0 15.03%:;> BLDG 2 3 RIM: 456.00 }s„ INV OUT: 452.50 6" PVC ss ss ;' �::: W W W 7 LF OF EXTENSION OF GAS SERVICE TO BE ' w ® 0 3 92% COORDINATED WITH UTILITY COMPANY CO-4 (2-WAY CLEANOUT) RIM: 455 83 - INV: 452.24 6" PVC � _� _'�� v W J 8 LF OF FENCE MEANDERS7 / co (2-WAY CLEANOUT) 6" PVC ® 3.92% ALONG P/L RIM: 455.89 INV IN: 451.39 6" PVC INV IN: 451.39 6" PVC GT1 40' GAS LINE EASEMENT INV OUT: 451.39 6" PVC INV IN: 451.93 6" PVC D.B. 290 PG. 434 10 LF OF D.B. 421 PG. 500 6" PVC ®2.91% D.B. 1683 PG. 337 GT2 INV OUT: 451.68 6" PVC EX. 8" GAS LINE \ r \ 1500 GALLON GREASE TRAP RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL 0 \ O JA-ZA IMITED PARTNERSHIP D. D.B. 1134 PG. 536 77 G. 401 (PLAT) PARCEL ID: 06'1-WO-02-00-00200 ZONED: C-1 C9.IrCIAL GRAPHIC SCALE IN FEET 0 15 30 60 UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER PIPE ON BOTH SIDES OF THE METER. 4. RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL BE PROVIDED WITHIN BUILDING MECHANICAL ROOM. 5. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN ALL-WEATHER BOX OR DECORATIVE COVER. 6. REFER TO SHEET CV-101 FOR ALL EXISTING EASEMENTS. 7. REFER TO SHEET CE-101 FOR INFORMATION REGARDING ABANDONMENT OF EXISTING UTILITIES. 8. REFER TO SHEET CU-501 FOR ALL UTILITY DETAILS. 9. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED. ofz O M N M N L�Q Z � 0 Vo Z �- O Q U N 0 OU m V) n p U a o I z o0ZN �o Q Z- � w o 7 J O_ U1 � w0O3 Y Y J N 3 O pJ N O00 0 r RYA PERKINS LIC. 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HT. 1 Al 20.5 2 Al 20.5 3 Al 20.5 4 A3 20.5 5 A4 20.5 6 A4 20.5 7 A4 20.5 8 A4 20.5 9 A4 20.5 10 B4 20.5 11 B4 20.5 12 B4 20.5 13 B4 20.5 14 B4 20.5 15 Cl 19.32 16 Cl 17.11 17 Cl 19.32 18 Cl 17.11 19 Cl 19.32 20 C1 17.11 21 Cl 19.32 22 Cl 17.11 23 Cl 19.32 24 Cl 17.11 25 Cl 24.5 26 Cl 19.333 27 Cl 17 28 Cl 26.75 29 Cl 21.75 30 Cl 24.5 31 Cl 26.75 32 Cl 21.75 33 Cl 24.5 34 Cl 26.75 LUMINAIRE LOCATION SUMMARY LUM NO. LABEL MTG. HT. 35 Cl 21.75 36 Cl 24.5 37 Cl 26.75 38 Cl 21.75 39 C1 24.5 40 Cl 26.75 41 Cl 21.75 42 Cl 24.5 43 Cl 26.75 44 Cl 21.75 45 D1 9 46 D1 9 47 D1 9 48 D1 9 49 D1 9 50 D1 9 51 D1 9 52 D1 9 53 D1 9 54 D1 9 55 S1 9 56 S1 9 57 S2 8.5 58 S2 8.5 59 W1 15 60 W1 15 61 W1 15 62 W1 15 63 W1 15 64 W1 15 65 W2 8 66 W3 15 67 W3 15 68 W3 15 FOOTCANDLE LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES LABEL AVG MAX MIN AVG/MIN MAX/MIN CANOPY 38.45 60 12 3.20 5.00 DELIVERY 11.70 13.5 9.8 1.19 1.38 ENTRANCES & EXITS 3.75 6.7 1.6 2.34 4.19 PAVED 3.63 16.6 0.9 4.03 18.44 UNDEFINED 0.43 10.9 0.0 N.A. N.A. LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC 3 Al SINGLE 12019 1.030 B3-UO-G3 134.2 402.6 Cree Lighting ARE-EDG-3M-DA-06-E-UL-XX-700-57K 1 A3 2 @ 90 DEGREES 12019 1.030 B3-U0-G3 134.2 268.4 Cree Lighting ARE-EDG-3M-DA-06-E-UL-XX-700-57K 5 A4 SINGLE 8891 1.030 B1-U0-G2 134 670 CREE, INC. ARE-EDG-3MB-DA-06-E-UL-XX-700-57K 5 B4 SINGLE 9549 1.030 B1-U0-G2 134 670 CREE, INC. ARE-EDG-4MB-DA-06-E-UL-XX-700-57K ® 30 Cl SINGLE 13251 1.030 B3-UO-G1 134 4020 CREE, INC. CAN-304-SL-RD-06-E-UL-XX-700-57K 0 10 D1 SINGLE 1652 1.020 132-1.10-GO 27.2 272 Cree Inc KR6-20L-35K-120V + KR6T-SSGC-FF ®. 2 S1 SINGLE 2659 1.000 B0-U5-G2 20 40 FC/SSL Lighting FCWS7170-XXX-35K-2500-CRI85-XX-D ®. 2 S2 SINGLE 2542 1.000 B0-U4-G2 20 40 FC/SSL Lighting FCWS7168-XXX-35K-2500-CRI85-XX-D ®� 6 W1 SINGLE 4210 1.030 B1-UO-G1 43 258 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-350-57K ®� 1 W2 SINGLE 2105 1.030 B1-UO-G1 25 25 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-350-57K ®� 3 W3 SINGLE 12455 1.030 B3-U0-G3 127 381 CREE, INC. SEC-EDG-3M-DM-12-E-UL-XX-350-57K w Q 0 z O M N M N LZQ Z O Vo LLIZ QO O N :20(-) DO �E � O o a o I z 0- O ZN C Z- O W o 7 J o_N � 0 W Y bi Y J N 3 O OJ N o O ~ N O U Vl rl� � 0 wON Ll O F--\ � � L0 Q N m 0 m y W Z Z a Y 0 a v w C) O O U 0 0� Z I11 L.L N W WW I'z W o 0 r�� U W V J Q w m J Q SHEET NUMBER CL-101 v; m 0 0 an m C O C O T m E Y O T a 0 0 0 Y 3 n 0 L an U C m N O m Q U C O C O T E c 0 O a na v 0 n C 0 0 O i 0 3 D C n N Q 3 0 Z y Z 3 N J CC 0 U 0 n I an J t J +� m C O N m N U L C c O 0 m D_ a Q O J E N U nc 0 c _ 0 O N m Ch as � v C K O � m V Lo m m 0 n o m 3 � L S O 3 3 O p c w L L I go n h O h b an O > a J a J Y � a Y m r L C 0 � T C h O So c So V m N V G] V st N m 0 Q n E a N yl C O Z as O C J � L nU an J � an m 0 a O m CC O T J O 0 m O 'na L 73 y c 0 � .m. n a m �m C 0) O L U n m 5 c OD 5 � 3 m L Ca 0 0 J y E n � 0 � o or LL] Q 0 QTY LABEL DESCRIPTION QTY LABEL DESCRIPTION QTY LABEL DESCRIPTION OTY LABEL DESCRIPTION OTY LABEL DESCRIPTION (n e• e 3 Al ARE-EDG-3M-DA-06-E-UL-JIX-700-57K 30 C1 CAN-304-SL-RD-06-E-UL-XX-700-57K 10 D1 KR8-20L-35K-120V + KR6T-SSGC-FF 6 2 S1 FCWS7170-X1IX-35K-2500-CR185-XX-D 6 2 S2 FCWS7168-700(-35K-2500-CR185-)X-D Z _ 1 A3 ARE-EDG-3M-DA-06-E-UL-XX-700-67K > _ 5 A4 ARE-EDG-3MB-DA-06-E-UL-XX-700-57K S a _ 5 B4 ARE-EDG-4MB-DA-06-E-UL-XX-700-57K THE EDGE® Series LED Ama/Fload Luminaire OAN-! 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Black, bronze. zAw,, EMw ft.Emrvailable • YMIgM: See Dimensions and Weight Chang on pages t and 22 EtEmmcuage, im • Inwer F.t r120.2TN eraL7-dmV,5NMIH; LbssltlrMrs • power FacWna0.9M WII Mad • Taut Harmonic Dlsmrlbnr s 2091,al NU WM • Mantl DL mounts designed Null integral mathedighl electricalbalr with terminal strips 1126a-20i be eery power hookup • Integral Duty some suppm ion pmtwion standard When cede ainace, owing, a lbw bbwfiae ar t C/D beeWr should be used to address inrush current • Conauu factory 11 ln-luminaire Name is r uimd • Maamuum tow source CYrreNG 20LE0 LED 0300mb 30 LED15356 r00mAand m 40-aO LED: 015h, 100.10 LED. m30mA RLGILATORYe VOWXTA0.Y W.WMf'YIIMB • cuws Wind • gamble for wet locations • Bctnum flood IP66 per IEC 60529when omen without Par R Apdms • Canwb%cWgbr CECedifledpmdu] • RdXIeb 0ANSI C1a.31-2DO1. 3G bridge and orrpar Wbmon Mnd M5wnen ordeal with Y, Mond DL mounb ••WSIC1a.210kVa:sgepvMdion,teMMina=Hanm MMlE AN51 c42.41.2 • Means RIC Pod 15, Subpd e, Cuban A Ore. bar ..dum,aad r i.W .rotate Lominalm and finish enduan,dewn leaned lenabnd SAND boors& el ."d ambient salt tag conditions as defined in ASIM Standard B 117 • DW quaNed with Extent SKUN. Refer to Mmsl/w ..desionlieMs fro/search/tar most current inform Uon • Meets Bur AMed.D requirementswithln ARM • ar1RMI"".0... read M1pmdu[A.eRIM - » W 21WAMM 18001236-6800 fa! 10001473-hall CREE = LIGHTING EWH.t Wb- Tmla,nmw Im CON mar Mm lm im ]rod No PTN YN 4ea/ 3501v1 m ID .1 rim 1 an" I OR rim cam M N 0m an Do 0.m m6 L12 N se cam rib de. nut AM me W W o.W Gw cam hook DID . 10 "a 0. 0.b 0. Am = Ofa 12 IA 1.10 an cam 0.M Ab AL M 1w has nn we hex oar h.a 16 In Let 0.m O.n Ow ant 0.1r siSnN of al hm all SIT .1. DIE ata M W as 0.M cam an AEI Los m No am fen L. hs AW Am ® IA 1.13 0.N on all m Om a Cam Im nW am an am Gee 11 Cab 1.. Los DW tan Aw GW 16 YM A. IV 1.11 nn An GY 9mmA @ AN WI 0.P6 On 0.m OR 112 m n o.W nu hm hooe nn Gs My I IN 1.14 1 '65 OA am an 0.P9 y-nr naicpramleve•mwe,lnaY-rrm'm Mwmmrarrmanmw�w' THE EDGE`Mrfus WM Adjusted U.. 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End a-, PMmfeum amtlra,mmenience scares, tlriveihm boor eM namunMa, M[II antl gm¢ry Performance Summary Patented NanmOMic' Pmaucl TechnCW,, Assembled In the USA M US. ma Impanel pr6 Cal: Minimum 70 CRI OCT. 4000K 1./-300M, 57WK Iei 5004 zm Wad umnmwamn :10 a on Wmwi 10 on Commst DeueGuarc finish M v a N rears Accessories Pbualbmllr .."aRrleX YASE�SPo ru - imrbn•mnYnNX•prrymm�atl•m,rv-Mlrpn•n,•Mnmmm-k•na-NY nmNnAJN Ordering Information AS Nomd Aoso O 1356mad M xf l2 .1 Ixamml MMaMaSinrupllalll Hm O O Ymml aT 12mmm1 OZER "E u➢ b p.9b1 Mx.w e colorne creme able Xwmin M. sew WIIM om•elarwn Wi GMi{ ant B B E IL ex b0 MM MO/aYnrr TapVNetlim Rn'euea 9npl•YJn M U,W, Meck MdmA-G4NbrnMs M m lM ma M m-wwrmoMauESLaBubuuxlX brawn Toe VSAon b¢[sr OauW ]inn W artrve MmLL -MYeenr spxlllr outs elute no UnwM EV ices I Flu NWMam smnm.. MT-mr fah« mN,A -Won note chore ruamDow m. adW. -Raba PML.. h,nbrmlbblugdln PML EperpLPohdeum we. opt s . os'=TaaMem Multi-Iml rteW Lz cxne Nr MnN K `MWmum iO CXlaraW. . Color tempmum per laminae •aaAul mute Tw°a°Mm W'�fsv'ae' nalmn.slrne Immm,klr Ilallmmla,wunrsnyv Y•a W ee n'ntnM Y W,alna,rmw•hrgnwrsn Pllrm,lysY•,halnm AL fill Cup In. erllxllYWawn T1800)236-6M0 F(2621M4-5415 304 SeriesTM LED Recessed Canopy Lumireire Product Specifications WHSTRUCFIOM a MAnE • RS Mount Wmiroire housing is mnMmeW,hmn at dWrat luminum artl inmrpontr inMgmL In old prmrmenm M1rtsink Ms Apedfkdyd..I,W kraDnnopy G,Uoatiom • RD Moust WMhaln homing is mnslr brim mNW the== aluminum eM %mum high pedoman<e Extruded aluminum hmWinr sp dfk" designed tar aO Canopy applications LED dlimr b mounted in a Rated xvathenightcenter Tan he that ellwvs fro acre- below the luminaire • R.W.djuNb%biMcumntbe .n350mA.525mAand700mi Non -IC raletl WmlYlro • Wminabe hmsing pm din with factory apptiea foam gasket and put WamWnght srl between luminaire housing and canopy deck • Monts aiMlymtxe urpydeckana bse In pl WMOdie G.O.bminwnidmfreme • amount it miToMmAjundion taro Which allows rEx of Insulation wit hour need to own Wmlmlre • suitable air use In bungle IRS Mount) or dwb% IRD Mwr,H Alan mnaplr with 16-16mmm1 it. canals • Designed for anosem of 19-22 gauge lmmmum D.W DmM thickness) • Says 228 Series'" canopy luminaires tar.nopr using 12' nmmml deckereions • Exdusiaa Cpbdast DMt.Gaam' Loch feewrac an E-Coal e piny primer MbanuW durable powder mpcfaU provimag nauem resbmnceW ..Man, Wtr..Wt di.,u ation and abrasion. Back. branou sIWI antl sMi.GR. aiMbW EIECrRICLLiog • Input Volbpyn c I40.29Nor369.6BM, 5m60Hz, Clawltlr%ers TMMI Harmonic arm• a9 al lull W4 • Tmal armunlcOWodlan,•2m6 at full Said • Imegpower Lookup eledriCalbm with urrllirolatdpa 112Ge-RDGel tar easy power hookup • IMegal lOkV wrye suppression pmWNmshMam • Man code dk%tes furami sow blowhae Drtme CID bmakerehouW be urd W aMma inmsh curmM • lmsewcMmm: o.lsma IL aELAmwmum O W4JpICAnONS . wW- LibMM • Suiubfe bread loCalions • Me MCpadl5mandamsbrwndud dwdndimedemissions • EndasunntWIP66par IEC60529 • 1IXVcuye eupprossionpMe[Uenmetr inee[wtlan.wiM IEEE/AN51 C62A1.2 - Wmina� and firugh endurance tested to ��d SOW boom of eleniM ambient WI[iw contlidoroeatlefinw in ASTM Smntlem a 117 • DWquaUfWdMenomemd WbhnS SLopdmaM525mr7WmAdhaw cmmt Pinn reed to wmw.dnignUghM.orSg for motmmnt inbmBion •%HSCompliam.Consultiadarybradditiwalderib • Means Bay American requirements within ARM ••rRa'=oewrrshow arwnAbprtaWpnHnn- wwwaaswamm9s.mpw Ibr yMllq.mee.mm T (8001236-6m0 F 12621506-5615 rbam,Y2,mmr2Me CREE OWbr rl.IraawombW TIB001473-1231 Fleml MO-75a7 EbLtdul Au• kid) rc dial '" lA rwlcnrr.m W 12w ace ace 22N s6N sew ns M a paw ax na r1 .,a ha. M M I&P 1 E34 1 Joan 10.21 10.16 525m4 M 11 nw AID 1 rot cam h.n M6 fie IV 0.r AM 0.Y caeca A.]A AE 20PnA M W an i Ale Yh hoo{ h.ID on. As IID I I.,, I A15 I obi Om 0.0 OP traWlYmmi'Cm'Fl 3YSeMa^rAmbmtAAubd Wmm MSlMalrwl.' MnbWK IMF 25KM PrryecllB 1}i Mohr nbxlM LEE MKhr CpkulateP 1}F low r Ga L& LMF 51 Im 0.99 am 0.W 0.n lwcwn Im 0.n an 0.n in Is-ewo Im nW per h.W hull wcwm Im as, 1. 0. a.n ScrTFl Im Ins - ..11 am In..mti."'mh,aamro�..k"�atoreetfoaioni,.....C". 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Performance Summary Utilizes Cree TmeMiO' Txxnologer mabloMbmAd WmwrMNa Obmma: N. ma turon output isypi®(when sang a Si type reflector Input Power: 13-87 wars Ememmn pMarmarlm Up LET 1,210 Uri lips Minimum 90 MrBe Cith 90 Cmr 2'/IMK3WDC35eaK4WpK50WK Contmb: Triac Dimming to 5%.N1-1P/nlmmi,gto 10%, and When Em5y9em°trimming to MmXetl NlmMyrl lOyrnOn KR6TM Wmimirdl ]elan e.essadr accoUmBed WamW Emrm Back Up Mad Bamry: l Yom Battery Back Up. Test reguArtiin jazat codes th . a..nw�.ce real cam raw mre¢"¢mywme FMm-IlWalka Mmrednne Yaw. NflRBN]OL ROH30C lx.ge,Nn r-e..mp. 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At 13L: 0.15mk 20L-40L: afoot • Forme will Class 2dimming q ma only • UeeonhlighungcontroWwilbnmliwnnectionorconwleinWndW an use will LED floN2s • Wtmn &oSystememmmngWl% • HaMmnwxnol/e:rOaMMa=Womdu�indoor/new-com:udon- d - CULLu idmwmunIxNLmrrtmn mwEWM.a • SuitablebrMm-N Hngml2AWU90•C . Suiteblebrdempbmdra • DMignedbriWwrueemh • Thmmaay,.Md Tout Nm1-IC in aaoMann with Article 410 o1 Inc NFL aM UL ISM • Requires minimum "'IC Supply conductors • Meris FCC Pad 15. Sub ", Class A limits mr.naucmd and radhaled • EeirpyStaPcedifed with the external 9L 13L and SOKCm. Plrse Do W h9os wow.memmymrafwmrfeaddna.rmmarmp.dirbe-ufxl- fiaNres/results for most current information • IWHScomplient.CWwlt %dorybradd'niemldebiW �Y RmoumwAmsr c.rrma MpeilrMw xarm- UL T(SOM3 6m0 raWM TIBm)473-12Y KR Series Ambient Adjusted Lumen Mamtenal ' Input 75a11 an, rela 1MKV Initial AmGam I em Repmnae• A.pmm1' E.dmYM Etlirlbla8 lunem WF LMF LMF INF IMF 0.18E 1ffi ID Im 1ffi 1ffi 5•C M Im IM 1m tut 1M 'ER ax 1ffi Lm tut Im am a[1 mL Iffi An Im Im tut 0..13E Im In 1m Im Im lose all Im ups tut 1m tut Ar" A Im 1m Im Im tut ax ax Im tut AW m9 Dw No Im 1m Im 1m Im ls'c Ax Im tut Im 1aa tut n5'Fl a0. 1m tut Im .1 Im aq ILL Im nW nY 90 W, 141 IAI 1.01 1m MIT ]M. .1 1A, ml un 1m IN-n gC IV 1m Im 1.00 tut AS. mL .1 nW nn .11 n% 0..HE US 1m 'm 1.00 tut ax•C IDL 1m tut 1m I.m Im m q n a0. 3LL I.a AW nM" Aq AW 9L 18L nW 0.W n99 nW 0.W ]0'C 'IDL 0.99 Ile Im'Fl nW AW nW nW 0.W am ML 0.W AW n96 Aga AW 0.. 13L ant 0.W ab aW it" E,-.L.L M nW AW M1 rill nn ML AM aW A99 an 0.W A. 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No .w1...e:IrnwmW.Ielem mu.ruamLu�nnr:mokaawnm wm:n¢:re.xa ImonminMahb We W I'MmNlkw born CREE = LIGHTING we Date: Approved: Type: L I G H T l n G Fixture: Project: FCWS7170 FCWS7170 EMedOr Decor fixture is an lPfiS rated ADA rout Bard Pas to maintain P Y fixture that has an Impacting. dens and face options to mammadmlgn requirements of rD11101n . 9 your 9 LILn®' , 1 lNgUMidlremdDlM [LxDW] fiabm: 24' H■ 7.25' Wx4"D 925 Ina marine grade, corrosion resistant, heavy gauge high pressure diecatabminum impact resistant, UV stabilized, opal, amycarbonaM diffuser mounts directly to standard junction box; mamMyappllcaDMU melisted (4)0.25" x 0.75'egewawith Ind ancim (fasteners not included,) -box by others) IPBS:dry,damp, or wet lOCatiorls with PVC closed coil foam gasket to seal aid DmtamkWMe I SISOM d=IW Iron phosphate substrate prefteaWM prommwm lNSheet pdy"r plRvmr met wade haw" mu IIIOIel01h inputs pmbcuon mdeh Com t3lnpnrnllDD 2700( mom( 95WK 4MM Hellas Dmpd 120o1m I imim 125m Im I aaoo lot 151m In I BDDD Im > 70,000 him l L70 or blamer 3StWWAdam ElliMlsmomd:Cm>85 I opfmnW:CNe90CRI operating:-13°FIo1OIkF(-25°Cto4O'Q I SWUP,-IrFW1D4'F(-25-CID40°C) I s rage:-40"Fb176'F(-0 cto80°fa 73-C®1A25nC 5ymr oiled warrivity jeforll ANSI for0e1N14 IHedDrw cow ENddmcy Imeparabma Imection tempemmm WerfmWg bTl locket PL: four pin plug-in type mrrlpact fluorescent lamp haler pomp byodmm) mIlast fluorescent etc nic, UL lined ballast standard hallW lawvolmpe UnNmea1120-27NAC I opC M: 34NAC huteg t) Integral Class )),electronic, high power factor, 94%®120V Efl/OETL Listed, CECTitle 24 JA8 compliam(only 90CR1 complim),ADA OMpum IL 15981 GSA C22.2 No. 250.0-DomII/IBS LM-79/LL1-80 po Neplg CBItltlGtlDlm edederde pmmwo mmnptlon 79WO12DV-2TN(mmdmum) sb%tlem OtOlo01111dhxm:Ely (120VwLOMML pemom mq)AIPLl brrmpmp elmnhlg lnbrmCB EBMtlrd Dpdiprr: Duo 0mmlM➢ dagroom)ea hpAmXnR mMrm No%Wtdammranmim FC Lpl0 "W Bm IlmwBrWYnr IN lost g]Mddm Vw ,im- seanWrr&W Pmdtlm WtlIMe%Wlmlbffi13r WnydW mmNtl mete¢RM'BRNS,4dMegr®aeagB9MpdpDS[81 RaIr F]HlrarKA` .xgraAy Cr a Specification Sheet pug HHn`ne aUS COltrMr WLighting Mans Mmr Since 1882 F,a} JS Rev. 01/03/2018 XU n u1200 n FCWS7170 UN UNV120V-277V LED R7emrtnXl Leaders CRIN ESCRI eK Bbd9 LDIw 01WDimmm O%) 347V` 347o'(rhlegre) 3K 1800 WmeIW(15" CF85SMIdM DE Brmm Lilo By Nmmbg"(I". 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OIM MB Date: Approved: Type: LIGHTinG mKtu.; Project: FCWS7168 FCW57168 Fxtetlor Career fiMureMan )PBS rated ADA cooplla o nt e 0 maintainmad future mat has an impact resistant lens and face options e meet the design requirements of your building. fodae:18.5' Hx7.25' W x4" D 7.5In Mine race Corrosion resistant neat/ gauge roi die coo AMMM 9 Y9 9 9 P Impact resistant UV Aabili9ed opal, polyorWnaW dormer mounts itimadly to standard JUludon on m apotlWM Im fear (10015- x 0.75'egplb Wm but anchors (judgment not included, j-but by OU" IPIK dry, damp, Or wet bMt" wlm PVC doW cell tome) 9smtm SOB) Out DmWinmll8 Fix stage chemical in phosoh& submit& pre-treatment process wall W stable, polyester powder out 27M 3000K 3=K 4ROOK IMIM 18001. 25001m I 1. mom > mtxp IMun I l70 or bane r 3Smp M.EAdam Ellipse/sWndard:CRIx35 9pbR*CRa000r opal, 13`Ftdl04`F(25`Cld4C`C) IdW11R-13°Fb101°F(-25°Cb4g'Q I dXp 73°C®1"25°C Univewl 120-211 smanat 347VAC integral In%grad an u. electronic, Mghcvww stor>94%aM12m FTI/cETL Listed (ALL idle 24 JAB compllent (only WCRI complies), ADA Lomow M 1598 / CBF C222 ND.250.0 - Claea It/ n8 LM-79 / LM-N 4gN 0120V 277V (maximum) EbI1GWe:0-1M (1 %) I oplonal: EW(121MwlyyDMx (remote mlyyDAU (memo AMO © SNIP PRODUCT vldtfdighpng.6wm DXbOltlmr MgkgAMrlab lnpMXllbb bpNktlbbeB N mb ftw M6M mtl0a, mi)MEMO g u NXb mo as wit bWOrMSMareISKINXemtlM. 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Shades II - W174 fcl'ghting.e I a00.g 1730 KW Rae. plant O M N Ih N L�Q z> O (n o Z O Q U Do 00fp In (n r7 O U a O in of 0 00 TEE. O Q Est- } IY 7 p J O_!n � 0 L,J > O Y Y J N O O N J ti ti O O r Z IT] :E 1 ~ N O U V y O O ON Cn O 00 > } Pf Q CN a m m m a Q 0 O LLJ w S C 3 6 Y O V w S Ul O O U U) J N Z 111 1 U 1..� N W z W W O O r� U W V J Q Ld M J Q SHEET NUMBER C L-501 C } m m N O_ 0 W N YI Q Q TJ C O C O T Os E Y O T o QTY LABEL DESCRIPTION z z O ' 6 W1 SEC-EDG-3M-WM-04-E-UL-XX-350-57K !n r 1 W2 SEC-EDG-3M-WM-02-E-UL-XX-350-57K W 3 ID 3 W3 SEC-EDG-3M-DM-12-E-UL-XX-350-57K n 0 N U C m N O O N Z Q U C O L O h T N w U E L z> Cree Edge®Series O W LED Securityli Pads Lumigaire �, DacNA1 14 O o — Q:2 'o Product Description The Cn•EtlgMwaLLmeum Wminaire has agiver, bwpMWaesign. The luminaire antl op[an _ OU_ Lb Q 00 0 made fmm rugged the ustatuminum Ma b¢egal,xealhertight LED artier compartments and Ngb � E U -° parlpmence aluminum Mat sinks spedicatidsigned for LED wantonness Housinge rvggetl p awminum. Includes a llghMagM mounting bmbrinc Umlon over standard and mud ring single aging J- QO J-Bm Secures to mUMhbm3/16" I5mmlacrewa Ib9gMnl. Conduit entry from top, batlom, U of sides and mar. Albws moumingfir uplight or duwnUgM. Designed and approved for easy 00 r O O A C through-senn9.Inewdes Wf/debnsguam. u / \ Z N 19 = C A O Applintibmr Denenl area and aecuriryligllblg / \ Q Z— ce db J O W No Perform nice Summary O -1 Patemetl NanoOptic"Pmduct Tetlna gy = Li O y Assembled in [M1e LL5AgU5.mud imryrM parts IA1 Fri }Q O j � O CRI: Minimum 70 CRI1 a) W >� J = C CR-. e000K 1•/-301591f•/-5mq mMeM �� d N Limited warrantr•:tDteam nnwID reap on Coleman YQ sc E (14 _j W Opp Z s Acceseoria [naamean I 3 FlW-InNIW ——"X—� J am]{aae awryPYM xmsRamYa O JABAEPI( MM-RTIY-IYlwsmml5qu•n X�SEHnM Q w "M 16.14-mmMNuen r IimgemaYWnJnv -Container aebMoon m aa9nmmael.muw-IMeplhn.aminhun ,m ' e ene-n•b r•rn•b brplrat N O O 'M•tlgJhaM N U m U y C .. 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Befallen Colorfast De¢eCuartl• finish kawree an E-Coat epoxy primer , ^" mWth an uN umble powder loosest providing excellent resistance to V O m. terMoler degradation and abrasion . Black. trenae. silver and whhearemiludi T Mold: Sin Dimensions and Might CMn on page l 7 C FLECTNCAL SVSIEM L_ 17 O • InWt loam 12 27N or U7-ialf 5NdOHy Class itlnwrs O Pewer Flown > 0.9O bLL Wad N Tdat Mamank DMb .v20%at full Wad O C InMgmlwniM1enigM1l J-BaXMiM1 lntls Mre nuW ternmpoberhook up • ImegmilOWsuMesupFrtwenpmtectionstaMatl • When LudedicMmbsing,asbw blow wse ertwe C/Dhmker sM1oula be usetl to aMnwinmzM1 current • Consult bctoryil Fri-luminain fusing is required N m Maximum lOVSmrn CY : 20 LED 1350T410"; O . 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LARGE SHADE 10 352 STREET TREE (2.5" CAL.) /50' W/ INTERSPERSED ORNAMENTALS (8' HT.)& SHRUBS/5'. N/A Ornamental Tree (Interspersed) 2 Ornamental Trees West Property Line (Semonile Trail) 4.7 Large Deciduous Tree (1 per 35 LF 5 Large Deciduous Tree 1 O'LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE STREET TREE (3.5" CAL.) 35' OC W/ INTERSPERSED 10 165 33.0 Medium Shrubs (1 per 5 LF) 33 Medium Shrubs N/A Ornamental Tree (Interspersed) 2 Ornamental Trees ORNAMENTALS (8' HT.) & SHRUBS 5' OC. South Property Lines (Along Adjacent Property) NIA N/A N/A NIA N/A NIA INTERIOR - NO SETBACK- LIKE ZONING. East Property Lines (Along Adjacent Property) N/A N/A N/A NIA N/A NIA INTERIOR -NO SETBACK- LIKE ZONING. WAWA PARKING LOT LANDSCAPE REQUIREMENT - SEC. 32.7.9.6 AND ENTRANCE CORRIDOR OVERLAY Required SF Required Trees Calulation Provided 5% of parking p g paved area. 1 Tree for every 10 parking 53,801.73 SF x .05 = 2,609.09 SF 2661 SF spaces provided 68 /10 = 6.8 Trees 7 Large Trees TREE CANOPY REQUIREMENT CALCULATIONS (as noted in Sec. 32.7.9.8) Gross Site Area 2.260 Acres 98,446 SF Tree Canopy Required 10% 9,845 SF Tree Canopy Existing to Remain 0 SF Tree Canopy Provided (Total) (Refer to Tree CanopyBreakdovm) 10,188 SF TREE CALCULATION BREAKDOWN Qty. Type Size 10 Yr. Canopy Coverage Provided 4 Acer rubrum'October Glory' 2.5" Cal. Min. 452 SF 1,808 SF 3 Gleditsia triacanthos inermis'Shademaster' 2.5" Cal. Min. 481 SF 1,443 SF 5 Quercus rubra 3.5" Cal. Min. 541 SF 2,705 SF 8 Ulmus americana'Princeton' 25' Cal. Min. 464 SF 3,712 SF 4 Amelanchierx grandiflora 'Autumn Brillance' 8' Ft. Min. 130 SF 520 SF Total:1 10,188 SF GENERAL NOTES 1. SOD ALL AREAS WITHIN WAWA PROPERTY LIMITS THAT ARE NOT COVERED WITH MULCHED PLANT BEDS, STONE MULCH, BUILDINGS, HARDSCAPE, PAVEMENT, OR OTHERWISE NOTED. 2. SEED WITH PERMANENT LAWN GRASS ALL AREAS WITHIN THE RIGHT OF WAY'S WHICH ARE NOT OTHERWISE COVERED WITH PLANTING BEDS, PAVEMENT, BUILDINGS, OR HARDSCAPE, PER THE SEEDING SPECIFICATIONS ON SHEET CP-501. 3. EXISTING TREES AND SHRUBS INDICATED TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES BY INSTALLING TREE PROTECTIVE FENCING PER THE PROJECT PLANS AND SPECIFICATIONS. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN IRRIGATION PLAN AND INSTALLATION OF THE IRRIGATION SYSTEM. SEE SHEET CP-501 FOR GENERAL LANDSCAPE NOTES, PARAGRAPH R. 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS. GENERAL LANDSCAPING NOTES 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. N N 00 _ �Krnrom Q'i C� �j=Naa ON Q) rn I I Q4w� N M LO m Q m - �ao >00 v M co of 66 0 PLANT SCHEDULE TREES C,T) CODE QTY BOTANICAL NAME AR 4 Acer rubrum 'October Glory` GS 3 Gleditsia triacanthos inermis `Shademaster' QR 5 Quercus rubra COMMON NAME CONT CAL/HT REMARKS October Glory Red Maple B & B 2.5" CAL. MIN. Strong Central Leader, Matched. Shademaster Honey Locust B & B 2.5" CAL. MIN. Strong Central Leader, Matched. Red Oak B & B 3.5" CAL. MIN. Strong Central Leader, Matched. UP 8 Ulmus americana `Princeton' Princeton American Elm B & B 2.5" CAL. MIN. Strong Central Leader, Matched. EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS nPO 11 Picea omorika Serbian Spruce B & B 8` HT. MIN Full To Base ORNAMENTALTREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/HT AG 3 Amelanchier x grandiflora `Autumn Brilliance Autumn Brilliance Apple Serviceberry B & B 8` HT. MIN SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT HEIGHT 0 AX 24 Abelia x grandiflora `Compacta` Compact Glossy Abelia CONT. 24" HT MIN. 0 IC 25 Ilex comuta `Burfordii Nana` Dwarf Burford Holly CONT. 24" HT MIN. 0 IG 49 Ilex glabra `Shamrock' Shamrock Inkberry Holly CONT. 24" HT MIN. 0 IV 18 Ilex verticillata VVinterberry CONT. 24" HT MIN. 0 PF 24 Pieris floribunda Mountain Pieris CONT. 24" HT MIN. +.mot PL 13 Prunus laurocerasus `Schipkaensis` Schipka English Laurel CONT. 24" HT MIN. 0 RC 22 Rhododendron catawbiense Catawba Rhododendron CONT. 24" HT MIN. REMARKS Strong Central Leader, Matched. REMARKS Full To Base Full To Base Full To Base Full To Base Full To Base Full To Base Full To Base �pE k� / O pe tk� 115 OHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL ID: 061 WO-02-00-002BO ZONED: C-1 COMMERCIAL II Sti Sp IGN, - k9'S 9O O'S � / U S / ��� 5p ' ky'I � �\cF,� p0 �Ip6'S/ /TYP III �pP keg' F� p P E / 12 atip6 bp UP G g�pG��G �ls, FLPk�g'.Ip II7 7 4 7 2 7 3 E��O /i ' �F�S1P�p p�°e 4 sN IIIC AX UP IC _ AG �1X _ IG - / % j L 3671 ` 4 77 mac'. T.. :TSB.:.==Q ..i 241 SOFT A 5 ' / \ o PLANTED AREA - MULCH ENTIRE 635SOFT RIVER OCKAROUND OR 1 1 BED, TYP. l �P NTEDAREA MULCH ENTIRE •..,,: zy :: • • •r VENT TACKS I I 1 . AG RIVER ROCK, TYP. 110 SQL MULCH ENTIRE YI BED TYP ; ) — — — — — — — — - — ' 1 ° '-PLANTED AEA BED TYP. AX IIL ) I 7 I' ,• '. ,\ '. 110 SQFT GS V V 1 0 Nlr y \ • .' ' PLA ED AREA n AR 1 / 5 - c. -7 \. I N Wawa �� , =i IC , 98 SQFT •1 + ., : �.. ? , , N r .' CLAN AREA \ \ \ C I1 • i -, . T �: • J^� ".' SOD (TYP) TO BE \ PLACED ON BERM. 16 12 s < \' \ �. .' N 7 l SEEFOR DETAILS NG AN TAILS III PF ' '' N /_ MONUMENTSIGN,f I • " \ In >' '' '' ` ' > . j G :SITE LIGHTING, TYP. ) D I9 TYP. S' D a, (, s. •' { vNi GS I IV AR J - \ \ 15' LUMOS NE ORh` —'7 --- \'— —J PLA EDAREA 317SQFT ARO \ PLAN DAREA EASEME T iy PLANTED AREA D.B. 4871 RG. 240 SS SS - 87SQFT W W W 5 PLANTED AREA W W W W W ,' W ® TWO (2) 4" SCHEDULE 40 PVC IRRIGATION SLEEVES, TYP., 247 SQFT IC W W W W COORDINATE WITH IRRIGATION DESIGNER. PLANTEDAREA_- ...: W _ W 562.40' O RC PO 9 PO RC PO C MULCH ENTIRE ~ W PL FENCE LONG pE RS — BED,TYP. 40 Dll AGS LINE EASEMENT B. 290 PG. 434i JA—ZA D.BI D.B. 421 PG. 500 D.B. 7 D.B. 1683 PG. 337 I PARCEL I ZONE GRAPHIC SCALE IN FEET 0 15 30 60 O M N M N LZQ z, O In o LLJ Z QO O N 0 OU CC)O �E co 0 a I C5 n z of 00 O c Q Z— r W COO o7 p J O_ U1 � 0 W Y w003 Y J N 3 0 � N O0 O O DBBIE D. ROACH LiC. No. 1870 04/02/202I z Cn U) N 0 o O �O wO Ln O00 L\ > } � L0 ¢ N 0 m y W Z Z a Y O a v w C) O O U Z I0— V Z_ Z Q 0 N Z LU N W W z Z LU o 0 ��i� Ld -i n/ LL V J Q W m J Q SHEET NUMBER CP-101