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HomeMy WebLinkAboutSDP202100027 Plan - Submittal (First) 2021-04-05V C N 0 0 Q ° 0 Y O T O O S 3 N 0 s vi 0 U O N ° Q 0 0 S T Y 0 0 0 0 0 0 0 N `o 3 3 a� ° = 3 n Y � > >j V J O I•• a � o o a a o / a �E Q E ° o L � c d ao s� a N � O 3 I � U 3 o � t U I � b o n� V �a �a > V J I ° J m Y a / m s Y 0 a= s ° a � w 0 a"= aE no > J � m U s U � Q= �a a� a� a� Y � ° �a � V n ° �s O 3 n� 1 o' n ° a ° os INITIAL SITE 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. LAND SURVEYORSe & PLANNERS 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. op / PROJECT LOCATION VICINITY SCALE: 1 " = MAP 500' 1%2 INITIALSITE PLAN SHEET NUMBER SHEETTITLE CA-100 COVERSHEET CV-101 EXIST NG CON DITIONS CS-101 SITE PLAN CS-501 SITE DETAILS CS-502 SITE DETAILS CS-503 SITE DETAILS CG-101 GRADING PLAN CU-101 UTILITY PLAN CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CL-502 LIGHTING DETAILS CP-101 PLANTING PLAN CP-501 PLANTING DETAILS TOTAL NUMBER OF SHEETS: 13 LVAIN � k • A M • , 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: 061WO-02-OA-00100 SITE ADDRESS: 1215SEMI NOLETRAIL, CHARLOTTESVILLE, VA 22901 ZONED: C-1, COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRI DOR 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 OFTOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BYJENNING STEPHENSON, P.C. ON NOVEMBER 13, 2020 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIA STATE PLANE COORDINATE SYSTEM, SO UTH ZO N E, N A D 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' (SEMI NOLE TRAIL) FRONT: 10' (GREENBRIER DRIVE) SIDE: 0' BACK: 0' PARKING SCHEDULE WAWA PARKING PROVIDED: 48SPACES HANDICAP SPACES PROVIDED: 2 SPACES REAR PARKNIG LOTTO BENEFIT PARCEL061WO-02-00-002BO 20SPACES APPROVALS DATE DEPARTMENT OF COXVx4U TTY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT W Q 0 z 0 W 0 N iro M N L ZQ z, O LLJ Vo Z Qo U = cV oU 00 � O U LE a0 r- o ool- o ZN 0 = Q I 8, Z— O W} �Z CO. J O � > W Y �z N� 00 0 N� o 0 RYA PERKINS LIC. No. 046565 04102/2021 ~ (V O U Ln 2 0 � CD ON m 0��\� m � Ln < N Q y m Q" 0 0 \ o z m o w _ W 0 z � U Y o Q 4 w W W vJ 0. W O 0 0 0� Z Q W N m W ZW ~ W z z � O N L.L 0 �y LL (D w Q w m Q SHEET NUMBER CA-100 TOP=451.9( FL=439.50 OQlO� wv INy'IOUT= BM #1/ MAG NAIL ON TOP/CURB ELEV=456.23 / TOP-457.79 / FL=453.35 p TOP= 0TOP=454.%3 ' INV IN-4 .80 INV OUT 46. / kq6� P3 / -/ 15' LIJ, /NE OKKS / EAMENT F R �A�B - 4871 PG. 240 � R /0 i i / / / X APPROXIMATE 10' VEPCO E D.B. 429 F _ ROD FTJD. CURVE TABLE CURVE LENGTH RADIUS DELTA I TANGENT ICHORD BEARING1 CHORD Cl 41.19 26.65 88"33'51" 1 25.99 1 N79"32'55"E 1 37.21 TOP=449.32 FL=437.75 \ \ ATOP=446.06 \ _ FL=441.15 \\` \ 'Ile III D CREEV 48.50 /CHISELED SQUARE II , S AT.�'BRIE00 R DRIVE w ELEV=446.35 _ g/ (60' R' TE 866 �VI \ \ ` FL=441.76 / / _ _ _ \ \ \` \-"lam _ a _ 1 #STORY - _ `\ \\ �\\\ `\ \\ \ \\ `\ \\- a OfT,=- \ a \ SS -o FL=429.701 F BRICK/METAL - - \ \ �`\ \ \ \ \ `\`�\\ \ ` \ \ \ \ \ - C F.F.=458.3 00 RIP -RAP ,�ATION T 2. 256 ACRES N LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) & `� \ CHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 (PLAT) D.B. 2359 PG. 589 ( GRAVEL AREA ` \ \ \ \\` ` ` \ PARCEL ID: 061 WO-02-00-00260 NOTES \ 1. OWNERSHIP: \ CHARLOTTESVILLE REALTY CORPORATION D.B. 696 PG. 560 PARCEL ID: 061 WO-02-OA-00100 / 2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT BY FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. DC2000670 EFFECTIVE DATE OCTOBER 8, 2020 AT 8:00 A.M. 3. EXCEPTIONS OF SCHEDULE B-SECTION II OF THE ABOVE REFERENCED TITLE COMMITMENT: 1.) NOT ADDRESSED 2.) STANDARD EXCEPTIONS A. NOT ADDRESSED B. NOT ADDRESSED C. NOT ADDRESSED D. SHOWN HEREON 3.) NOT ADDRESSED 4.) NOT ADDRESSED 5.) NOT ADDRESSED 6.) 40' GAS LINE EASEMENT IN D.B. 290 PG. 434 - SHOWN HEREON 7.) PARTIAL VACATION OF A 40' GAS LINE EASEMENT IN D.B. 421 PG. 500 - SHOWN HEREON 8.) 10' VEPCO EASEMENT IN D.B. 429 PG. 350 - SHOWN HEREON 9.) 40' GAS LINE EASEMENT IN D.B. 1683 PG. 337 - SHOWN HEREON 10.) 15' LUMOS NETWORKS EASEMENT IN D.B. 4871 PG. 240 - SHOWN HEREON 11.) 40' GAS LINE EASEMENT IN D.B. 425 PG. 153 - SHOWN HEREON 4. THIS PROPERTY LIES IN ZONE 'X' OF THE FEMA DEFINED FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. 5. DURING THE PROCESS OF OUR PHYSICAL IMPROVEMENT SURVEY NO INDICATIONS OF A CEMETERY WERE FOUND. NO FURTHER INSPECTION OF THE PROPERTY HAS BEEN MADE FOR POSSIBLE CEMETERIES. 6. ZONED: Cl COMMERCIAL; SEE COUNTY OF ALBEMARLE ZONING ORDINANCE FOR SETBACKS 7. HORIZONTAL: THE MERIDIAN SOURCE OF THIS PLAT IS BASED ON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983/1993 (HARN). COORDINATE VALUES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET. VERTICAL: NAVD 88 DATUM 8. UNDERGROUND UTILITIES MARKED BY ACCUMARK, INC. AND FIELD LOCATED. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1,2,3,4,5,7(a),8,9,11,13,14 & 16 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. THE FIELD WORK WAS COMPLETED ON NOVEMBER 13, 2020. ZONED: C-1 COMMERCIAL \ \ \ \ \ \ BLOCK RETAINING \ \ \ WALL INV=428.63 \\\ \\11 \ \6) \ \\`�\\ \`\\\\�\\`\�`�\\ �I GRATE INLET TOP=440.55 FL=429.70 40` AS LINE EAR t`MENT D.. 290 PGe 434 \ \ - - - . - \ I \ I I I \ I I \ I I IR(Jp _D.B. 4�1 PG. 500 - (I\III 1 I I 1 l Fr�p. - III D.B. 1683<,FG. 337 ,_460- 145 RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061W0 02 OA-00200 ZONED: C-1 COMMERCIAL \ \\ cD\ FENCE MEANDERS ALONG PA /h // , /� /, // /// //h LEGAL DESCRIPTION FND. BEGINNING AT A POINT; MARKED P.O.B.; SAID POINT BEING AT THE INTERSECTION OF THE EAST LINE OF SEMINOLE TRAIL (U.S. ROUTE 29) AND THE SOUTH LINE OF GREENBRIER DRIVE (STATE ROUTE 866); THENCE ALONG THE SOUTH LINE OF GREENBRIER DRIVE ALONG A CURVE TO THE RIGHT HAVING A LENGTH OF 41.19 , A RADIUS OF 26.65', A CHORD BEARING OF N79"32'55"E AND A CHORD OF 37.21' TO A POINT; THENCE S56°10'09"E 19.38' TO A POINT; THENCE LEAVING THE SOUTH LINE OF GREENBRIER DRIVE S56°10'09"E 517.44' TO A POINT; THENCE S35"24'00"W 175.00' TO A POINT; THENCE N56"10'09"W 562.40' TO A POINT ON THE SOUTH LINE OF SEMINOLE TRAIL; THENCE ALONG THE SOUTH LINE OF SEMINOLE TRAIL N35"16'00"E \ 149.00' TO THE POINT OF BEGINNING, MARKED P.O.B. AND CONTAINING 2.256 ACRES. GRAPHIC SCALE JA-ZAN LIMITED ARTNERSHIP \ D.B. 1134 536 D.B. 779 PG. 40 (PLAT) PARCEL ID: 061 WO-0-00-0020014 ZONED: C-1 CO M RCIAL 0 KENNUH R. BLAYLOCK, o Lic. NO. 2833 LEGEND DECIDUOUS TREE BENCHMARK • BOLLARD SIGN HANDICAP RAMP © CABLE VAULT ©v FIBER-OPTIC VAULT FIBER-OPTIC MARKER TP e TELEPHONE PEDESTAL M GAS VALVE © GAS MARKER wv WATER VALVE MO WATER METER ® MONITORING WELL QE ELECTRIC METER ® TRAFFIC SIGNAL POLE © ELECTRIC VAULT tX LIGHT POLE �i GUY WIRE POWER POLE Q DRAINAGE MANHOLE © CLEANOUT (5) SANITARY SEWER - - - - OHE - OVERHEAD ELECTRIC UNDERGROUND WATER - - - - - G - UNDERGROUND GAS - - - - - UGE - UNDERGROUND ELECTRIC UNDERGROUND FIBER-OPTIC - - - - UTL - UNDERGROUND TRAFFIC UNDERGROUND CABLE TV - - - - - UGT - UNDERGROUND TELEPHONE ALTA/NSPS LAND TITLL' SURVL'Y OF 2. 256 ACRES OF LAND LYING ON TILL' SOUTHEAST CORNL'R OF SLWYVOLL' TRAIL AND CRL'L'NBRIL'R DRIVL' RIO DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE: NOVEMBER 13, 2020 SCALE: 9" = 30' KENNETH R. BLAYLOCK, JR., L.S. LIC. NO. 2833 DATE ( IN FEET ) 1 inch = 30 ft. EXISTING CONDITIONS CV-101 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 U C N N O 0 a 0 C O x I E Y O 0 0 0 y 3 L c 0 0 v c 0 O x T E Y T n c 0 0 v 0 C C O 0 N O a 3 0 n s J Q 3 yJ C �E W U n o0 U L c n o N u rn c Y O a) d � L c n 0 0 _Q �E Q� 0 n � c a m C 0 o n V n 0 3 O ., I � O 3 U O D w O v c U L 0 30 0 n o FL h I n :J .o I � J a Y � L Y y Lo T E co V � 7 m U m N o -> V � N V 0 J o c Q E n N J_ F Q C —o �o W . — C r n w I � n v 0 a O m O � J � N N X x y c 0 � y n a m c a) O L U n � 5 c � 5 � 3 O L 0 0 J 0 C E ]] J U or � PVC Sleeve Center of Ballard 19. Cut 1' Below a' Plastic Cover Finished 9" Min. From by Ideal Shield Elevation Edge of Pour ALL COVERS TO BE WHITE 6' Sch. BO Face of Sidewalk Steel Pipe Neoprene Tape Ad)ocent Surtace 10" Schedule 40 PVC Sleeve Cut 1" Below Finished Sidewalk Elevation ConcreteEnwaement t ncrete &Subbase ryingThickness6' Compaet Pea Gravel BedSubgrade N8� ea Growl Auger Bore CONCRETE AREAS 6" Sch. 80 Steel Pipe d" Plastic Cover by Ideal Shiel ALL COVERS TO BE WHITE Neoprene Tape 10" Schedule 40 Bituminous PVC Sleeve Cut Paving & Base Flush nth Finish Bituminous Elevation vv ` Subgrade 6" Compacts Pea Gravel Bed pea Gravel 1� 8 Auger Bore Bore BITUMINOUS AREAS 6 son. 80 rSteel Pipe }' Plastic Cover by Ideal Shiel ALL COVERS TO BE WHITENeoprene Tape 10" Schedule 40 4" Topsoil PVC Sleeve Cut Flush With Topsoil Subgrade 6• Compacts Pea Growl Bed Pea Gravel ,�`p. 1-18--I Auger Bore LANDSCAPED AREAS 0 RESERVED PARKING PENALN $250 FIRST OFFENSE Cowr Embedded }• Into Sealant — 1• SIKAFLEX A1C SL Sealant Concrate� 3' Non —Shrink casement Grout 10' Sch. 40 Pea Gravel PVC Sleeve 6" Sch. 80 Steel Pipe GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS Cover Embedded }' Into Sealant 1' SIKAFLEX 1C SL Sealant PVC Sleeve Cut Flush With Finish Elevation of Bituminous/Topsall Pea Growl 4" Topson Bituminou9 Paving & '' Subgrade,' Concrete d�- �•' d" Concrete Encasement Encaseament Poured Flush Poured Flush To Subgrade To Subgrade 3" Non —Shrink 10' Sch. 40 Grout PVC Sleeve BITUMINOUS LANDSCAPED CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS TYPICAL DETAIL NEW CONSTRUCTION NO SCALE O FASTENED WITH ACORN NUT E S E R V E D LEGEND AND BORDER - GREEN BACKGROUND - WHITE PARKING SIGN SHALL BE R7-8 (12'X18') VAN ACCESSIBLE PENALN $250 FIRST OFFENSE SUBSEQUENT OFFENSES $250 MIN. AND/OR UP TO 90 DAYS COMMUNITY SERVICE NOTE, SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. WHITE SYMBOL ON BLUE BACKGROUND -FASTENED WITH ACORN NUT WHERE APPLICABLE LEGEND - GREEN BACKGROUND - WHITE (RETROFLECTIVE) PROVIDE VAN ACCESSIBLE SIGN (12'X6') WHERE REQUIRED (R7-8a) LLULND — VLALK BACKGROUND - WHITE (REFLECTIVE) SIGN SHALL BE R7-8P (10'X12') **SIGN TO MEET LOCAL REQUIREMENTSwx ADA PARKING SIGN DETAIL N.T.S. GALVANIZED BREAKAWAY STEEL U POST PROPOSED MAMA FOOD MARKET Y y" Intersection MAMA INC. ENGINEERING DEPT. uy. — no M AUUX R6 HQ �L vAFA M vem 55'� (Top of Pipe) Varies 1 ,8"_{ GENERAL BOLLARD DIMENSIONS AND SPACING AROUND BUILDING 6RAP/f/C SC4LE (vnml IY" e PROPOSED MAMA FOOD MARKET Intersection MAMA INC. ENGINEERING DEPT Na I. BACroMS Prdf IYI PL MIi L.I..I Z J J J L Li Q ~ Z N a LL O_ 0 L. i H DO 0 Z Ld J � J J ' Li W-0" MIN. N 0 PARKING 12 NO PARKING SIGN (R8-3A) 4RKING LOT STRIPING TO 2 COATS OF WHITE FLECTIVE TRAFFIC PAINT NOTE: SEE SITE PLAN FOR PARKING SPACE LAYOUT AND DIMENSIONS PARKING LOT STRIPING H.C. PARKING SIGN R7-8 W/ "VAN ACCESSIBLE" SIGN MOUNTED BELOW WHERE APPLICABLE (TYP.) VARIABLE DIMENSION - 5'-0" AISLE TYP.; 8'-0" AISLE FOR VAN ACCESIBILITY ADJOINING H.C. STALLS (1 IN EVERY 8 H.C. SPACES TO BE VAN ACCESSIBLE) 4" WIDE BLUE PAINTED STRIPPING 450 GRID FOR LAYOUT OSES ONLY PAINTED HANDICAP SYMBOL ADA PARKING SPACE STRIPING DETAIL N.T.S. > m LLI R=4" Q Z Q a O OL �a uJ 0 2 COATS OF 4" w WIDE BLUE TRAFFIC U PAINT (TYP.) Z Q - �Lu 3 I- BACK OF CURB O_ T °° V o w 0 cli a STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT _ ... STOP BAR STRIPING ADA PARKING SYMBOL PCNIG / V IO��gCkv F Case k �R COP 3/8" WIDE x 1" DEEP �OV SAWCUT CONTROL JOINT G0� 4" CONCRETE, MIN. 3000 PSI STRENGTH 4" COMPACTED VDOT TYPE I SEE CONCRETE ° #21-A STONE BASE SIDEWALK SECTION BROOM FINISH a �0 • oo�sa L . < �0 L \ / d ' d APPLY 1/2" THICK PRE -FORMED PLAN EXPANSION JOINT FILTER CONCRETE SIDEWALK 30" (WHITE LEGEND, RED BACKGROUND) STOP SIGN (R1-1) COMPACTED SUBGRADE SECTION NOTE: REFER TO GEOTECHNICAL REPORT FOR FINAL SECTIONS AND DETAILS I.J L.V N C5 L L C L c STRIPE CROSSWALK WITH 2 COATS WHITE REFLECTIVE TRAFFIC PAINT CROSSWALK STRIPING 4" STAMPED CONCRETE IN "RED BRICK" W/ 6" 2A MODIFIED STONE LANDSCAF AS REQUIRED " RADIUS CONCRETE 4" STAMPED CONCRETE 1" RADIUS 2- PAVEMENT/ 1T \6" 2A MODIFIED STONE MOUNTABLE CURB/ISLAND AND STAMPED CONCRETE DETAIL N.T.S. O M N C M N LZQ Z O !n O Z QO O N OU CC ��00 O U a o z 00 O CC, Q I H Z— O } L J O_!n C) � W w�03 Y �z_� a Y J N 3 O � N O(D O O r RYA PERKINIS LIC. No. 046565 04102/202I Z M � d ~ N O U V) Of i0 wO Vl O 00 \ > } IrLO aN a m M m a Q0 O w _ W Z Z a Y 1 0 a v1 w J Q LLI 0 W ►LI 0 n/ LUj Z i C N W a w z W Uj C) O r� U W V J Q w m J Q SHEET NUMBER CS 6 {� 15.37" �f ADA N CONSTRAINED a DIMENSION 10" MAX loll�I BOLLARD Y (TYP.) (SEE o DETAIL) ° CONCRETE PAD (SEE STANDARD y DUTY CONCRETE 3 DETAIL) o s m CURB � ASPHALT 6 C O f , .. y 0 0 a 3„ ° AIR PUMP SIDE ELEVATION a N.T.S. WHITE VINYL CAP STAINLESS BOLTS ° (TYP. ) o EMI RGE CY o FU L PU P o S UT-O F 0 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS "AIR PUMP PARKING ONLY" Q SIGN AIR SPACE, • • AISLE, AND - - --- ADJACENT"YELLOW SPACE TO m BE 6" a a d.. ;$ a CONCRETE 4' x 3' AIR ,: °. d A d a.d. MACHINE a d PAD W/ 2 a ° BOLLARDS as a � � a 4" WHITE • S 4dd d n 4' 6" a h� 10, AIR PUMP PARKING DETAIL N.T.S. 0 10" X 7" WHITE ALUMINUM SIGN WITH RED LETTERS o EMERGENCY PUMP SHUTOFF BUTTON BOLLARD. SEE r SEPARATE DETAIL. J s a a 4X4 PRESSURE 3 a TREATED POST SLEEVED IN WHITE VINYL n �°� CONDUIT v N T.O.C. 0 L n 0 E m FRONT ELEVATION C O O n T m o BOLLARD TO BE CLOSER TO CURB THAN SHUTOFF o SWITCH I � PLASTIC 3o COVER BY IDEAL o SHIELD. ALL tj o v COVERS TO BE WHITE L � I o D m n o � a 24" MAX n LI .F 32" Y r PLAN VIEW r T EMERGENCY PUMP SHUTOFF ("E-STOP) DETAIL h � N N.T.S. V m J V > m N V 0 � o L C m Q E 2 n w Q 24" y o n o JJ - 1" n 0 5" n s RO.5" n I n R1.5" :J m m 0O a d - R1.5" m f0 d 0 C m m e d a d O � N a n d d d'4 o a .d N C O N) O a d � u n � c 5 CONCRETE SPECIFICATION TO MATCH 3 STANDARD CURB AND GUTTER w s 0 0 SPILLING CURB AND GUTTER (24") E In D 0 p o 0� i LO H7 M 1 .. o EXCEL AIR MACHINE O MODEL #SC05 N v BOLLARD (TYP.) (SEE DETAIL) AIR PUMP FRONT ELEVATION N.T.S. 0 S.I. STOREY LUMBER CO., INC. 285 SIKE STOREY RD NW, P.O. BOX 99 ARMUCHEE, GA 30105-0099 TOLL FREE: 1.88&934.1605 PHONE: (706) 234-1605 join Jt urey FAX: (708) 235-8132 www.Embarder.com LUMBER COMPANY, INC. T�TOPOFSLOPE III EP Is R TYP. RAIL SECTION EDGE OF PAVEMENT LJ LJ LJ LJ LJ &SPACING(TYPICAL) FROM ELEVATION 4 1 w N I I ++ I I e POST CONNECTION TYP. GUARDRAIL CROSS SECTION NOT TO SCALE 1.10 SLOPE OR RATTER NOTES, NOT TO SCALE 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. IF TOP OF SLOPE IS CLOSER THAN 24" INCREASE POST LENGTH TO T. 4. DRIVE POSTS ORAUGER BACKFILL WITH NATIVE SOIL AND COMPACT EVERY I2'. 5. ALL TIMBERAI S4S SOUTHERN PINE, PRESSURE TREATED: AWPACM, WOOD FOR USE IN HWY. CONSTR. 8. TYP.POST:8XB'X6' - TYP. RAIL: CX 12 XIVII 112' 7. FASTENERS:ASTM A307: A242; F436 TYPE 3; A563 DH3. 8. TIMBARRIER^ SPLICE PLATE & PLATE WASHER ASTM-AMB. 9. UNDER EACH BOLT HEAD ON FACE OF RAIL INSTALL ONE 718' WASHER 10. REFER TO DRAWINGS 651-003b OR651-003c FORTERNINAL DETAILS 11CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISITw .CADde&i19.mm9Mc REFERENCE NUMBER 651-W3, TIMBARRIERTM STREETGUARDTm ROADWAY AND STREET APPLICATIONS (26 MPH MAX) 6514W PROTECTED BY COPYRIGHT 02011 CADde(eile.mm LTD. www.CADdetails.com S.I. STOREY LUMBER CO., INC. 285 SIKE STOREY RD NW, P.O. BOX 99 ARMUCHEE, GA 30105-0099 TOLL FREE:1-888934-1605 PHONE: (706) 234.1605 S.i.Jt urey FAX: (708) 2354132 www.Umbarder.com LUMBER COMPANY, INC. TOP OF SLOPE BEGIN STANDARD BEGIN STANDING BARRIER TERMINAL s b TYP. RAIL SECTION EDGE OF PAVEMENT u1 a II II II II II II II �� II II II II II II II II II II L I Lj I I Lj I I LJ LJ LJ LJ LJ LJ FRONT ELEVATION 6' SPACING (TYPICAL) ROSES 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. REFER TO DRAWING 651-003 FOR MATERIAL SPECIFICATIONS AND CONNECTION DETAIL. 4. THIS TERMINAL MAY ONLY BE UTILIZED AS FOLLOWS OR AS OTHERWISE DIRECTED BY THE ARCHITECT OR ENGINEER A AS AN APPROACH TERMINAL ORASA TRAILING TERMINAL ON TWO WAY UNDIVIDED ROADWAYS WHEN: I. SPEEDS WOULD NOT EXCEED 10 MPH. II. BURIED IN BACKSLOPE. III. END OF TERMINAL IS OBSTRUCTED BY AN OBJECTOR STRUCTURE OF ASUFRCIENT MASS SO AS TO PREVENT A VEHICLE FROM COMING INTO CONTACT IT. IV. IT IS LOCATED A SUFFICIENT DISTANCE FROM THE ROADWAYS SO THAT A VEHICLE COULD NOT COME INTO CONTACT WITH THE END OF THE TERMINAL. B. AS A TRAIUNG END TERMINAL ON AONE-WAY OR DIVIDED ROADWAY. 5. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT waw.CADdeNlle.mm9Mo REFERENCE NUMBER 651,003c. TIMBARRIERTM STREETGUARI STANDINGEND-TERMINAL 651-003c PROTECTED BY COPYRIGHT ®2011 CADdstds= LTD. www.CADdetails.com MADE OF ROLLED ALUMINUM: 11/2" SCHEDULE 40 ALUMINUM WITH 17/8" O.D. STANDARD LENGTHS: 60" SECTION FITS UP TO 5 BIKES STANDARD HEIGHT: 46" INSTALLATION OPTIONS: SURFACE MOUNT FINISHING OPTIONS: STANDARD CLEAR ANODIZED MANUFACTURED BY: IDEAL SHIELD 2525 CLARK ST DETROIT, MI 48209 PHONE: 1-866-825-8659 STANDARD BICYCLE RACK DETAIL ►[Ill261f 1. 2 3 4 5 R NTS FASTENED WITH ACORN NUT AIR PUMP PARKING LEGEND AND BORDER - RED BACKGROUND - ONLY WHITE SIGN SHALL BE R7-8 (12" X 18") FASTENED WITH ACORN NUT w NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF ILL > of r GALVANIZED THE MANUAL ON UNIFORM 00 (=n' BREAKAWAY TRAFFIC CONTROL DEVICES. a STEEL U POST cD z (�O Y 0_ Q a AIR PUMP PARKING SIGN DETAIL CG-6 THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. m O O O • o o o e o o D D D D D - - - - - - - - - - 6" I 2'-0" -THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR EKENGt COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION SLOPE TOWARDS ASPHALT i 10 un 10" PVC ° ° SLEEVE 24" 6" BOLLARD ° W/ COVER - CONCRETE P) CURB 4 •- 8"W X 36"D X I�7 M DESIGNER NOTE: AIR PUMP TO BE PLACED INLINE OF SIGHT TO BUILDING. AIR PUMP PLAN VIEW DETAIL N.T.S. CG-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2X FOR A WIDTH OF 5 FEET. 3 A GENERAL NOTES XxSTREET APPROACH SAME SURFACING (RADIUS TO BE AS o C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) m 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. (SEE NOTE 1) 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE 6 0 SIDEWALK USED WITH THIS STANDARD. SIDEWALK (SEE w NOTE 5) rc OPTIONAL UNPAVED SPACE FLOW LINE o _- EXPANSION JOINT w NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A PLAN VIEW MAINLINE ROADWAY SLOPE 10'PARABOLIC CURVE (ENTRANCE ONLY) EDGE OF PAVEMENT OR 8 %MAX. OPTIONAL FLOW LINE GRADE CHANGE MAINLINE ROADWAY 8% MAX. GRADE CHANGE M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A SECTION C-C 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE -EXPANSION OMITTED IN THE ENTRANCE.) JOINT 4, RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) D p B. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS - NOTE 7) THE ENTRANCE. D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD <_ 3 % 6 % LOW LESS THAN 500 VPD <_ 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS ECIFICATION -Vp)�rT EFERENCE METHOD OF TREATMENT ROAD ANDBRIDGESTANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 5oz VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 CG-12 A _ a5 DOWELS, 8" LONG I PERMISSIBLE AT 12" C-C 5' MIN. CONSTRUCTION JOINT 5' MIN ppp 12:1 MAX y.m z 2:1 MAX. _ iro� B - 4'MIN y IpL N 12:1 MAX N RAMP RAMP / (SEE TABLE) (SEE TABLET TRANSITION GUTTER PAN SLOPE A TO 20:1 THROUGH RAMP LENGTH TRANSITION GUTTER PAN SLOPE TO 20:1THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20:1 BACK OF 20 1 DETECTABLE WARNING SURFACE PERMISSIBLE CONSTRUCTION JOINT C SECTION B-B NOTES: THE BOTTOM OF THE CURB AND 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, GUTTER MAY BE CONSTRUCTED SEE SHEET 10F 5. PARALLEL TO THE SLOPE OF 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, SUBBASE COURSES PROVIDED A REGARDLESS OF THE SLOPE. MINIMUM DEPTH OF 7" 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. IS MAINTAINED. 4. DIAGONAL PLACEMENT IS NOT PERMITTED. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 `VDCIT "yvwr ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 SHEET 3 OF 5 REVISION DATE 201.03 204.03 04/19 WITH BUFFER STRIP 5' MIN I 12:1 MAX._m WITHOUT BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT n:arrn:4 CROSSWALK 14o7 � k GRASS CONCRETE CURB ONE DIRECTION WITHOUT BUFFER STRIP K CROSSWALK 0 N v CROSSI ONE DIRECTION WITH BUFFER STRIP TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS LARGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION Ds 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 z 0 w O M N N LZQ z> O LLJ o LLJz O Q ON OU GO p U a O z 0 p0 O 1�0_ Q Z-ow J 00 w0 p Y 3 _ 3 o_ Y N 3 O pJ -N O O 0 r RYA PERKINS LTC. No. 046565 z m :E d ~ N O U (n Of 0 ON n O 00 } } aI) a m s Q0 O w S CD 3 V Y O V U) < S v / J Q W 0 LLI IlIlll Z I11 0. N W LL ! z LLJ ui OC) LLJ J Q Ld m _J Q SHEET NUMBER CS-502 C } m N N O_ u LL1 N Q Q O C O C O T W E Y O T V) d z _ Q O t w 3 O GATE SLOPE PRECAST CAP SLOPE PRECAST CAP T.O. WALL T.O. WALL h 9, 0„ 9, 0„ y ����� �����T.O. MASONRY ������������������������� z a ������������������������ ������������������������� BRICK TAVERN. BRICK TAVERN T0. SILL h T.O. SILL o v ������������������ ciQ � - MANUFACTURED ������������������� MANUFACTURED z � STONE SILL v o BRICK TAVERN BRICK TAVERN o o f U = N 0 o o CO o � o ° ���������� ����� �����Cn 01 iz ��� ������� ��0��� T.O. FLOOR SLAB T.O. FLOOR SLAB �\ o0 0 0 0° 0 0„ ^ Z N ca Qw REAR ELEVATION RIGHT ELEVATION �oN 10 o W Y y }p � � JZ = 3 Metal Door Trim LF ck N� No Benjamin Moor James Hardie h Red o0 a 3 Pumice Stone Arctic White amicB � JH10-20 � E Fn0 n0 U) D+y, o 121 s SLOPE PRECAST CAP GATE U a LIGHT FIXTURE T.O. WALL RYA PERKINS " T.O. WALL ,., _ 9, 0„ Lie. No. 046555 ° 9' - 0" OA OZ 202j T.O. MASONRY T.O. MASONRY Cs Q8, _ 8 8' - 8" t jONAL BRICK TAVERN T.O. SILL h N o u cn� e'; \ T,O. SILL j� ���������������� 7 �o CN U= oLi 5 0.. 5 0 cn m MANUFACTURED ___ _____________ Q Q\ Q w} m MANUFACTURED11� STONE SILL STONE SILL o w z z Y 3 Z -- BRICK TAVERN ����������������� Y 0 0 0 W ° i �- ����������������� BRICK TAVERN U W BOLLARDNil Z TOFLOORSLAB �- ������ J TO. FLOOR SLAB o 0 0.. 0 0„ �o FRONT ELEVATION LEST ELEVATION CO LO J N 0 M a 3 Q a u U v W y Y 0O p O W Lo ,N v O � v M / ^ O V ) N m O > N � w N O p L C W Q E V) N J C_ Q C W ° W O W F C C 7 L WN y N C U v 0 a T 0 Q Z W Y° W Cna ~ W o 0 s u O 0 �v (� W � 3 J v Q - w ° W o U 0 M U J C Q N m SHEET NUMBER w r CS-503 a ~ 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-! Product Description _ - THEEDGE•Serirnasasnm,lmv mole design. edo awmbumnomn m p g m g " wind Waa aLumenta heamnM.san lusmuweemanigMLID drNerwmppdmeMnLMmc elbrmanrt awmYlum neat alnY variousmnunun dwices:Adlabb%7Nm DiredAm DredMm P g Len aseetrmlamaN on e2t lnduaesa leA/aehns card. 9. M9 9 'mxon.r Parkin rout NmD .raaaleroxiaomea rout and im.mal App4 g ways, rempuas, p, plms, swan Perfomanm Summary Patented NanCOPtic° P.dud Tacnnotom Assembled inure USA of US.and imported parks CRI: Minimum 90 CRl CCr:4MOK H/- 3301d, SMW 1•/- MM aNnd.M MmM wmmnM: lO seen on lumiein/10 seers on CaWdaa NitaGuaM• finish Ac rin Plea-abbaw ear eNB� ��WXN6Wtlb � Nw win Y4sEN5REN -UI ',rYi.rnMuebel m -Fmsu pgn Fsrer,r6p atrealuni-Iml anen.ne-mwne at ex-Dannul mlmrnm•MWentlmNhad xYulslm Information LEDCBnt M1m led, W WabRl or 11t'WsmM al AND flow As Ixt'CWmM MAe llllgl D1 IA1'L6TnM nM.11PVyl m 161'1{Mmml So [,saw 10 1a1�MwmM arllsgl 1E sl'MmmM .r(,EAd 14 nl.m.w TYlllyl 16 2ArS".M studs b1 AIUDLRA NMm -ar page 22 tar weigh 6 aimrame In solar o.i hMxl awe fawners. Count Series Voltage orliens curwrnm Options Lml a UL AIM Low - 1• -a'Nler mp TypeI Two Y.G. rot NxF 35RM onotho Aen oM1lerto Medium Metliun inn 0a i..N ar pR almmm to 11 "1 th, 2Me w/aLs w/PoNeI pa rip UN anve spS,M b.aebi4 er Two Mrlum a., DEC am DlMamn No la unmoral 3Ve /RDY ry W W. rut aa1nJ -Wmeneyspwmr an. wens" - brdowmbM aDo'lilt yaks M Neill teem Tal D,anlnq la lux -4wlm -Nman;bmewxn PML k EM<3-P nn NL136. wnonial siEiam yin M %Tr NAH Wtmns Nnwrelein TWell a. As 6p LFA NL WYwlouelG[Mbpull pet Ann wase. eM TyPV Cal' min' IOcepnne w'Rnul "R SAw Gtene - IaolewaF54mwm MG e; Madam yb -s.nnrnm inway F n,emeU - swimmamum ?I;wti"" 9 TWelll Tblry -&rHlo" L3RLaac[Llu. MMlum (Mum Wla6ilirywilF PMiaplison yearepl-cllor ,ygre Y -4nlUhl¢,nim UL w b"x E. LPra9.ammaW.rmaa.eM. mid MovM11y MN9M dye..gel h. ^ie9 •'" Mm ..I- -rwt« n eva,Innwtywnn PMLapn bR Y00X CGe. temperetun ne iL0. M W M[ LB ID'iMl W'nol XEw• Me10W anon¢ a b•Flwe m son e Aro Y U - aaesedlesawooli9M1l aw o'mu - wapn, mmress Ae RM• uor, IQ IZ �YNk NOn2161m0 risY (0001473-IM THE EDGES LED AreaftBd Lumird ire Pmduct5pedficetion Wo TMMM&MATERMLB . SUm,luwprm1v minno wind load Mulmmenb • Lumin.Digh, LE qem .ptl ...M it Mr inmw weMnedigM1t LEO driver permed eM nigh perbmunw h.l.iram • CA and OL mount ulilim6 c nlml lMerlocking mounting memod. MauMing Is egged din Caw alumnuM mount" 3-6-176-152m rs on R°s or ml mobnand smrmm poste each 5N6-1B UNC balY sped • M and SA mounts are mgged aid most aluminum and mount for 151mm)IP 23M'lUmM o.D.Wmns • Includes Oaf/aebas g..M •EtttoweC tau mOeLwGua finish features an E-CotmM pdmw Min en uUm-aumbN pawdermpmat. prmiaing rrIMM mOsbnr to m�ion, ulbaviolet degradation and abrasion. 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.. M.iM.n.1 Gomm In?W LW 'MKM (ochrous LMF MKhr mporte4 IMF 7Mhr EVme%8 IMF I=hr E1dIIMMe IMF 11 tut Im sea GW Am ICom•m tut tut A.r 6w n.ra lrcm•A Im aW O.n MR a.M wcm-n Im an 0.W an a.n r' _. 'YmnrYlamanlrriA'hm'AmalobMNBMnObXa B WiwvlhwMBlm rout'w1w.,n1.`rut'mr.".lm-arWm'mrk: w.n.nyW.r..wn.ro.mmt..t.n.r.nra.r., y6-M3aYm�ItrerwmawngWrrm.dM 4 b�Y�reMXY DPW Iwo U[bryalre.lm n• npaaaoea,nWndw®IWNwenrmnmlm CREE : LIGHTING 304 Serie5T14 Pmduct Cnru'IPmon Lurri na re housingW chnMmmd fruits ry M tlX Card aluminum win onmb IRS Mount) or g9 P tiro Cagana enterc aWmer arn that mwnaMs ufirms LED the mounted inainmad wrlMrtgM rnne "cberthat arguesforacrsslmmbemw me Exlure Wm hart mounts dire i W ph . deck andhrwrtarn Irewith die ere.Wminu Hl,ht f.ama.w a noire h eW P homing11housing and canopy roamgasket thatin single provide sable skin Canopies between [406 man) xoueimana canppydeck, Suitable for useinaugWofximum akinrnoglen W[hkne Idarout)wide pm•m. statins,forcanopiesof to19-22gauge (maximum O U11muttmlcknese). 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". N.n lwe:�antinnw •xmn,YewYM1IBiIYMe�"I IiM �u+eI wo.otm 1oweDuse resume -Is-ra mat c• I{N r. . mwaust roo, lm ei I., ih. nola".b•,mmalmun L. be F m-mrmmlmm�urz lae,nlnw IalyMY na am.tiro onwerrsl brl a a--dori.long an uDI It.lpzmgedlm the) CREE = CamY: w ,creerom/came T 18001473-1234 F [8001890 ]50] KR Series 11,166TM LED Specification Do Ught- RoundV Product D"olptioo The KR6m LEDs efdon wntight frtums Cone Truewxte• Technology and delwm N L m h. naI u mwnx.o a m761um.ro luau. tr.a roe Fir nma.n[im&Iona mMmna 9 9 ly 9 W e P mp 9 PPU IRe KRSedMqum mole Mam ,asWp camtureporan Intl an ai May 0hih- ali ale p eau a va ry anMlaeaatudingC reXecmremsnub aaW WnTe adaptor and Wd & p 9 p racrtzrry sly dimming transitions including Cree DUlgififfing o TIMOR O mtu Dimming TecnndagJw w Dlm'Idr ticR, wain Ugh, Heat Irenammna win nooK m imoK6 emmuyaa.n incmaearMawp. 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. X55'MW MFC/ ••..me ]me isid"s Gsm -119 m:M'V6]mml yMLfn?-SNdkur rcrtmenlsl 119mmi1]mml C-Exennelmn -W mMN PRX]ICIMryerhn -Pornl){'a1GmM.1-1nz�Mmmlm MM 6}rvA'� . n/r uanmlwnNnD n-WweapdWbAawp.M.O frXraen MNTnMzbr Ordering lntormanon Fmlbazzembw luminaireizmmprmrdtr mmpmems lIW mW MaMertaapmap: Emmpla: Mwtlnp: XRbmL-]]I(-IAY-Ian• RNbalen XR6T-SSGGFF ReRedorllbuarp muMReoMerttlsepreedyl SEAT serer RefllLlM Finish FWWFIMM OREGON Meer wna.Mmm Mac mMemna Onrmbr nw auwM, NRmmrnmAnmAOWnIwM Sr rn Gbh =E MR` WAr Par pon0.emmw,.n.m WAd•aw Nw W M IMaLMr muM M uMXa6 Y W rut W I 1011 IIrmha 9a IblleeMr Wnr Paekp Owe cov whoa 4WW Optlxn 11 M { muM 1aW,M W,rme-FUW He -YImX '"aim -Wlm•m¢ -nowsawbouto - 9LeM1aLe TMMmi,me tall tx awn -9Ld.uwLmb Fir am, ml...n.bmtvm.nonr.9a nnn:n9.nq ME, IJm Dome a,•j• m wx xll{tlb IM NI-IMaimminp ml bwprmgr p Ex il➢' K yry - cont'sarolavailumitityenanm onv -MAimu... No ]a.Y, 1,1m Wmerm-m 11W i YTVtl6 Pai -im, Vway ax eaMK LEELulrm EwSy 'Dimming -Mk,imumepRling Mlnwmun ]IW, R,6M lymere-R 1FW am -Relerbeemmlanaabmrymanm Mm'Fl �K p•R« Low - MLw..,.mL M smK M..M Wmerm-611FW -.E..YL -MleMamlA/atl3rXalq .MMLeIq 11EE+CREED ® ©TECHNOLOGY ® C L s EnabledCREE = LIGHTING M=OditA T(BOn236-6m0 ramY ap�rr T (00016TY1236 KR6dm LED Specification Delphi - Round 6 Product SpKWKgions CREEMUEYMI WCHNOL A malutlo,, m 9en- nglrv9wnry Mile lyhb Crow Masashi Technology is a potential a Pp mach that degmm an mW "wmbinWw of 90• CRI, b g high light ous eft- Mlwand nommp Wrmnzidtion. aUwhile maintaining M1igM1 luminous eXirary-acme nommpmmise solution. mRY1RUCTNH6MT RIAL • Lea bdgmnem pmabdic spun Aleak aluminum Fine, 0.06.12mml fMdr NHa Roush raliu t End .mlwaus-Rawl e • se tinamwcwarnniM,mnmm • 2151mm1e rtunthmtW..m.MeNGiiGMndNMandu Wr I76mml thick ceilings and provide )lest ilily in mounting within grid • Pmrided with quick maturing firackel5 for aphorist crrying channew • ❑ght engine. optics, and gestational frocano below ceiUng EUMICALSY4IEM • Power Fad W:a0.9fo.lM.M27N Totat Harmonic Iistadlory.•20%at MR Wad • mow p r: 120,2771 or 36N 5D/6OHz e openun9TxnP•rtWn-la'L-•m'F.•106'Fll minimum opera • g termcreature With EB7option lsO-C INSoumCumm,9L&13L;0.imEL-mL;2 fm;M0.11m CONTROLS • For standard control almdng Roger mmntmLmiiebitity mad An page • T:bs Gmming to 5% • Calainuoem iirrming to late with 0-1 pY DC crawl protowt • IMe .Cu : 91. 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. 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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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OM19 FCWS7160 SERIES yOLTAGE IEMPEMmRE LUMENS CRI RNSH OPIIOM&ACCESSORIES rCWBrlm uw uM/lW27N Up 27K lxm MRR cab" CRI85 MCm m P69' 0 Ol&DLnA VOW um 3m^pTW ]K IME 114K CRI90 OCR( m Wpr Bo ELVWmmhg'02(fJv4m 35K fminB OM a DRMrn IbNY DMx CMx Dimming lmrson only) a 4 MRKap'M'r SL Shot DAU OALI fire g(remole cols) W Not WIN M4 BAR unkDrRsurd rookskl6 Y AIHLMMYIa11Yll oansmlllmmYm•IrsO rlrre A F Aprsearndrmt36e e FaMBAusWA-%balpgy e Ego DpbWklabeB p" a 0 A W" Fadeay for Of f far DpMmM end mrltlgUMWM %XaaO flu m WArmpwrkuWbmfa W rNIWg PMILia4mlYRrlknlbAEMllealMalpblMr IwLanaMMnrylmhde W 6MM%ibWrm Allna,munihplmM,adamgmlpoWb ©01CK SHIP PRODUCT visit onjohsing.cbm Dabmtlmwdh entWLot Lircvingter.sandnanpms aresuAied locnangewlhalnotm.RLYdMMr-'�xR M1gM to axenp Wtrdtlelaae orswdAubbeitlmMrtlb. yRA�aMSWrXBMeWx^ienIW FC LIgM1nnA terms and contlnlCn,. w iYIJ US Canmemlal Lighting Manufacturer Since 1982 s...,ap.,.a sped.. -.oar. Sind: 0 FC Lighting, Inc. 3609 swammn awe • Not. 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 .. O 0) W L U OnIM711pIMorllso on rN � E pk: SEC-mG3N-WM-0e-E-UL-S/-7W C 7 N N O n Q o U ra fis L C U C C ° N O N c m z m C LULI O O S O W N O m N O U N N O0 H� M > n �L QN < o7 m m a- ° D O o m o ° a DO� CREE = LIGHTING J CD 3 3 Uk 18001236-000 Y O V W S frlr IB00)Af1-t]36 (q O O U O L O O s O 3 0 O 0 C w N Cree Edge• LED Security Wall Pack Luminaire � PfedllctSpalifilatioa Do 0 r7 .own a saiaee.reT�goee die wm aluminum wnn lmeglx IU —attend,M1t LED chhusrm rtmera and high $Um, low pmfi4tlefign > p • 0300000E HoossngNs gged aluminum for LED appSnt'I�onsomgrreaWminum is • FumishM Mlh low dsi J,m xvigxt re...me bn designed for U d mdauation ever standard and mud nng single gang J-B—a • Wmnairs ran aW be ainR mounted to a Mi[and surhw wintl U V . Secures to MR vnth four Lib' (smm) screws (by Ohara) 'u Q N Conduit W, from rop, bosom, dit aa, and rear mounfing for or Yof • Designed and appmed for twq mmugh`wning N . lncbd Wf/aebriaguam m[a L . 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 . N N N O 20LEO I525a700 real and 60.120 LED : O.15mA — O REGUUMW&VDWMFMyDIMYF]UnI -µD•mNlmMrcm'FlMagee4mbrNmbNYALm mmarmalMLwaulwNNmm+m' U _ N • Isle • Mi SuiNbaforwallmhona Q O MeetsP Ndl5,5ubp" ClewAUmM brconducled and main C Endows Ma IPdaperlECW529wh ode MwithwtPer PML (n IU onions J E • ANRCl9 210kV.urg•pmtectien...dinarcdaanc.w hlEEEIMM Q ` C62A1R e WmFain and finish endurance MOM bMI d5Am Mum of -1 m elmalM ambient wit fee mnaltionan ddinM in ASTM Swndam B 117 W C Q — • DCquadilidwitxselect SKUSRgerto C Mips:// ..designU,hMorg/se nth/ for most stand infomedm Ur p Meets Bar American nyuilememswitxin ARRA z m •A an RUIIDEM MRNINb,OrlreraMRepmtluLliveNarm- wmr v o C nt J IU „a�r.ab�mmsawmr. n�mntmFl reum°`itl Fee- -a— (-4rm Ilisnw=m°"irim..m,�el.n N L aas l bwsxxxxx arvfth 6. o��.six.iss La-ve:.ere fixesu.:mnseee�n e. �,,ev .orme••uww NEnnl.a.we..,..;a.n,ea..a.p.ee.r Leo JC Q LU U y m 3 a O m M J � W nt N 0 6 (a00@36-a(80 CREE = LIGHTING Q W Z L T) M MM 18001 K7]-1236 Y° W N a a3 ° Z 0) O Z LU O O � N U C m 5 LJJ L 3 J m � m Q S - � G 0 o LJJ U m C Q N m D SHEET NUMBER O O r CL-502 a ~ LEDCouM IX101 Olm."A" WegM rQ 9.P DGImM AMR.1Ygl W 11.P RP.ImmI 9MIIg.ggl m 1].P RWImI r6 M111.ig1 ® 10.P DXNmI ]J E[II].aal Ip IJ.P DaFmI ]I E[II{.I gl tE 19.P D0]mnl ]]bllA]gl Naama RM E NMIG Oplk N[Innlp IED puM ]nb Vgtepe nm oginns lent W�tlum Cu n nmmmma alma n im.n NMl,m wuxmm Imn..r .mI.L !la 4 neFN ar IvreMeia iryall Ma3l,mrdBlS ee MR awa m EIEmn -„aR1 ntlOLLwlnnlencairecu 1 B la IM'anl p -Pro Ie wNM1 30 BO LEGS - vl rval I pMLaplron ilau Type II511on t] 3LliXm 9br p MaM1cell imp — Tygll snerLn9Lc M LN wn aTp m�NUL wu:P MieEle win ID�GO LEXr P L_flelermmnnsveueMLbrdW4 i igalllMMium en0atl bravwnligMappunaasMlM1PtlX pqa WX ampLColnlempn[lun Type IIIMMIumeaal5 �Mlnlmum NCRI W �CWrmnperebn Lw4nneln TypeNMMum we TymrvNrmwtLs I�II�I�I�I�I�iI■I� i�i�i©i�i©i�i�■i® I'il�i�I�1e�■ie�il�ie� i�il�i©i®i®i®i�■i® i�iL�ii�ie�ie�■ie�i:�ie® il�i�ii®i�i�i�i�■i il�ii�ie�ie�ie�ie�i�■ie� L1n Edpa• Sarin AmbMM Mluabd Luman MaiNname' MnbkrR Ntiel WF 75Km IhFaneB WF 50KM1r ReForteB WF ]5KIr Eelinele8 WF IOM(M Ftllme¢rP IMF s'c NPq Lm tm a9v nw aw IgcpPFl I.m tm nw nm aw w'CAI'fl Im p.W n9J 0.M fin ID'LNa'q I.GI G.w G.9. 0.w aw SCF?Fl Lm Xv7 c.95 nw aw U C N N O O Q C ° 0 T E Y O T 0 0 L 3 ° a 0 L N CI c y 0 a 0 E 0 T 0 0 0 0 0 C O 0 N `o 0 C 30 v Z 3 J 0 � o 5 Z 3 Z Z c Q ° J E Z 0 0 I r 1 " 0 v � u N o 0 0 0 � a Q E J L � a> c ° n` `o v v � c -o 0 v T ° V n ° � n 0 N 0 O 3 I s � u � L 3 a 0 0 O C � � v U I � p c n ° N o a � n J u JI u ° Y y O `o a � C � y N V ' 0 0 � v =o Q C ° E z a N J � i � c Z ° ° Z ° Q C i v L H � i r v 0 a O � J � N N O � y c 0 � y n a C N O Y u n ° 5 �y Z 3 v L 0 0 J .. � 0 E m � 0 O o or �, WAWA ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICT & SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Greenbrier Drive) TO Large Deciduous Tree (1 per 50 LF 8 Large Deciduous Tree 70.4 Medium Shrubs (1 per 5 LF) 74 Medium Shrubs I O'LANDSCAPE SETBACK ALONG ROAD. 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 C N W 0 U 0 N a a 0 C O I v E Y 0 T a ° 0 L 3 0 N ti c �i 0 a v 0 C `o T E 0 0 ° 0 0 O ° Lo 3 D o J C Q W U ° z_ s z 3 J � i E ° n ° I � J r N C � o N v � u m c c ° Q o �a L E L ° n c c ° v `o L c � 0 a 0 N n v 3 a 0 O I 3 J � u � s 3 3 0 C O N c m ]J � n � C � N > n � n J_ o m y y 0 L E L 0 T c U O h � U V C y v N N v ._ N 0 > a, N Q O n m J E Q z ° m Z ° J 1 � r n w I � i J v 3 a O O � J � N N O � y c 0 � y n a v m° C N O L ° n � 5 c � 5 � 3 v L 0 0 J y E m � ° O o 0r WAWA STANDARD LANDSCAPING SPECIFICATIONS: 1. ALL TOPSOIL SHALL BE A MINIMUM 4" IN ALL SOD AREAS AND 10" - 12" IN TREE, SHRUB AND GROUND COVER BEDS, INCLUDING PARKING LOT ISLAND BEDS. IT SHALL BE APPROVED BY A WAWA CONSTRUCTION REPRESENTATIVE, PRIOR TO INSTALLATION. 2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. 3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK, CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS. 4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION SPECIFICATION.) 5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING INSTALLATION. 6. ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE (SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. 7. MULCH BEDS ARE TO BE DELINEATED WITH HAND OR MACHINE DUG SHOVEL EDGING. 8. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITHIN ALL LANDSCAPES, INCLUDING STONE AND MULCH BEDS. ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT LOCATIONS, BARRIER SHOULD BE CUT IN AN "X" PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED. 9. WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN TO CURB LEVEL FROM A DISTANCE 24" FROM THE CURB. 10. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS AND INFECTIONS AND IN ACCORDANCE WITH ANSI Z60.1 11. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN ASSOCIATION OF NURSERYMEN" AND STATE NURSERY/ LANDSCAPE ASSOCIATIONS WITH REGARD TO PLANTING, PIT SIZE, BACKFILL MIXTURE, STAKING AND GUYING. 12. ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING. ALL PLANTS SHALL BE SET PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR MATCHES, OR IS NO MORE THAN TWO (2') INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6-INCH LAYERS AND COMPACT BACKFILL TO ELIMINATE VOIDS. CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE PERIMETER OF EACH PLANTING PIT. CONTRACTOR SHALL WATER NEWLY PLANTED VEGETATION PRIOR TO MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED AS REQUIRED. ALUMINUM EDGING SHALL BE INSTALLED AROUND ALL PLANTING AREAS TO DELINEATE BETWEEN DIFFERENT LANDSCAPE MATERIALS. 13. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE -EMERGENT HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL. 14. ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED AREA AT THE FUEL VENT STACKS, SHALL BE MULCHED WITH DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM DEPTH OF 3". LANDSCAPE ISLANDS ADJACENT TO THE TANK MAT SHALL BE MULCHED WITH 1 "-3" "RIVER STONE" MULCH TO AT LEAST TO A DISTANCE OF 6'FROM THE TANK MAT AND VENT STACK. FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT ENGINEER. 15. SEEDBED PREPARATION A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET USING 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF TOPDRESSING. B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4-INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS OUTLINED BELOW. D. UNLESS REQUIRED FOR PARTICULAR BMP AREAS, ALL TURF ON WAWA LEASED PREMISES IS TO BE SOD. WHEN REQUIRED FOR BMP'S, SEED MIX IS TO MEET LOCAL REQUIREMENTS. SOD SHALL BE TURF TYPE TALL FESCUE AND INSTALLED ON A MINIMUM OF 4" OF TOPSOIL. 16. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DYING OR DAMAGED THROUGH LOSS OF BRANCHES AND/OR FOLIAGE. LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REPAIRED UNTIL A GOOD LAWN RESULTS. IT IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBILITY FOR WATERING ALL PLANT MATERIAL AND LAWN AREA BEGINNING WITH THE DATE OF SUBSTANTIAL COMPLETENESS. GENERAL LANDSCAPE 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. PREVAILING WIND 1 unu nnnn,nn,� ro mn�n DECIDUOUS TREE PLANTING NOT TO SCALE ADER JRSERY STAKE SIVE RUBBER TIES WO INCH TREE STAKES. AWAY FROM EDGE OF THE STAKE LOCATION SHALL NOT WITH PERMANENT BRANCHES. ALL BE PAINTED BLACK PRIOR ATION. 1ULCHING, LIGHTLY TAMP SOIL iE ROOT BALL IN 6" LIFTS TO E. DO NOT OVER -COMPACT. PLANTING HOLE HAS BEEN SOIL. TURN THE SOIL TO )MPACTION TO THE AREA AND WIN. F MULCH. TOP OF ROOT BALL SHALL NOT SHED GRADE. TING SOIL. RIFY SIDES OF PLANTING PIT OF ROOT BALL SHALL BE FLUSH WITH SHED GRADE. TOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. =T TREE AT ORIGINAL GRADE OR UP TO 118 =PTH OF ROOT BALL SHREDDED HARDWOOD MULCH OR APPROVED EQUAL DIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. ARDWOOD STAKES (3) DPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 2 OF BURLAP. NON -BIODEGRADABLE MATERIAL BALL BE TOTALLY REMOVED ANTING SOIL MIX PER PLANTING SPECIFICATIONS NDISTURBED SOIL PEDESTAL ORNAMENTAL TREE PLANTING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER i to NOTE: 1. COLOR AND TEXTURE TO BE APPROVED BY OWNER PRIOR TO PURCHASE Z ALTERNATE SETTING BED: PRIOR APPROVAL BY OWNER REQUIRED • SET STONES IN 2" CONCRETE SLAG. • DO NOT COVER MORE THAN 25%OF THE STONES RIVER STONE 1 "=1'-0" EDGING FILTER FABRIC COMPACTED SUBGRADE ARBORTIE AT BARK GUY WIRES (3), WHITE FLAG ON EACH 2 STRANDS OF TWISTED GALVANIZED WIRE EACH TURNBUCKLE (3), GALVANIZED SET TREE AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH SOIL SAUCER: USE PREPARED SOIL, 6" MIN. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/2 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL EVERGREEN TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE 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 w ¢ p N z 0 w 01 ofz 0 M N M N LZ¢ z< O cn 7 �z ¢o U N C) OU DO c00 o 0 U ¢ onof z O ZNN c Z— 0 r w Of7 J O_ U1 � w�03 Y Y J N 3 O � N O0 0 0 r DBBIE D. ROACH LiC. No. 1870 04/02/202I Z (n (n Q�: N 0 H H p Ld O O ON ccn o F > } a- L ¢ CN ¢ 0 m m p 0 o o w w Z Z y y O a U) a w U Ul w O D O S U L0 0 0� Z I11 L.L N W Lu z W W �� O 0 U W V J W m J Q SHEET NUMBER CP-501