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HomeMy WebLinkAboutSDP202100027 Plan - Approved 2021-06-020 0 N Q O C O C O S T _CN i_ Y O T O J O L U a r v 0 ° N Q O 0 I 1 v s n a 0 0 N O 3 Cr 3 i D •, n Y J v >; a �N �u a J ° N V U C U1 O m L c � O n 0 a n ° c v v � a c m Ta V 4 v N > O o; i L U �.3 D � O � � U � a D o n N h N a n > U ig J o Y � Y 'J E D, d ° 7 v h v n u ti v > `v v� ° QV n o Y � v T a C J m � a O h o= J N 0 0 L o Y � v� n n v � U L U n v vy L 3 L • v oa v n n U D O v a O 4 l ~ PROJECT CONTACT LIST 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@KlMLEY—HORN.COM ARCHITECT CUHACI & PETERSON 930 WOODCOCK ROAD, SUITE 101 ORLANDO, FL 32803 TEL: (407) 661— 9100 CONTACT: MARY ROSARIO EMAIL: MARY.ROSARI000—P.COM SURVEYOR JENNINGSTEPHENSON P.C. LAND SURVEYORS, V & 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 VICINITY MAP PLANNING/ZONING PLANNING COMMISSION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (804) 677-0463 CONTACT: COREY CLAYBORNE STORM WATER FACILITIES AND ENVIRONMENTAL SERVICES 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 PUBLIC UTILITIES PUBLIC WORKS 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. PROJECT LOCATION VICINITY SCALE: 1 " = MAP 500' INITIAL SITE PLAN FOR 1215 SEMINOLE TRAIL RIO MAGISTERIAL DISTRICT ALBEMARLE, VA 22901 X4 Ov J�4c 1 0 \ �J DATE: 04/02/2021 SHEET INDEX 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 TH •:uG •► 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: 1215 SEMINOLE TRAIL, CHARLOTTESVILLE, VA 22901 ZONED: C-1, COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACT AREA STEEP SLOPES - MANAGED EXISTING USE: SERVICE REPAIR GARAGE PROPOSED USE: CONVENIENCE FOODSTORE WITH SERVICE STATION BUILDING SIZE: 6,049SF BUILDING HEIGHT: 33 FT± TOTAL SITE AREA: 2.26 AC. TOTAL DISTURBED AREA: 2.57 AC. TOTAL I MP E RV I O US CO V ER: 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: FEBRUARY 4, 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, SOUTH ZONE, N A D 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38*OiV11"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: 48 SPACES HANDICAP SPACES PROVIDED: 2 SPACES REAR PARKNIG LOTTO BENEFIT PARCEL061WO-02-00-002BO 20SPACES APPROVED by the Albemarle County Community Development Department Date June 2, 2021 File # SDP202100027 WAWA Route 29 and Greenbrier Application Type Initial Site Plan (digital) Lead Reviewer: Mariah Gleason - APPROVALS DATF. DEPARTMENT OF COMMUNITY DEZZLOPXTENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEIvIARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARN/1ENT OF TRANSPORTA'FION HEALTH DEPARTMENT 0 M N M N LMZ Q z, O UIO W Z <o aM O U 00 N� U aC 'I) oo(o Z N c0 = F Z— O W u J o W Y W� � J _3t m3 a _ YQ 00 N J • � 03 o O uh� Y RYA". PERKINS Lie. No. 046565 04/OZ/2021 Z m :2 w = U U) 0_ CD �O ON wN V) 0 00 m > 0 C N Q > m 00 o W m o W 2 � 2 3 U Y O ¢ rn Q W V) O O U W W U) Q� W O 0 0 0/ Z W CV CO W W W O L.L CA-100 AZ tiQ00^ S Q Q y�� c�•,Z,• Q I PAP UQ / IN IN-449. wvIN (OUT=4� BM #1/ MAG NAIL ON TOP/CURB ELEV=456.23 / TOP=457.79 / FL=453.35 D(� TOP= F / >h TOP=454.%i ' INV IN-4 .80 INV OUT 46. / TOP=451.9( FL=439.50 ROD FTJD: - i -- 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 TOP=446.06 \` `\ FL=441.15 'Il e z BM #2 , "II GREENB)?I 00 F 48.50 / /CHIONLED SOUCOK/D.IARE I' , STATE ER �RITTE ROU ELEV1446.35 _ h/ / (60' R TE 866 OP-446.2`p , / W) , FL=441.76 \ \ \ SIDEW / ALK #1215 - - - - - - \\` �g\� ` \ \ `\` \ \ ` `�� \� a \ \ SS TOP=435.81 1 STORY�� FL=429.70 LOCATION OF "STEEP SLOPES -MANAGED" AS BRICK/METAL - - \ \ �`\ \ `\\ ` `�` \\ \ `\\ (\ \ \\ \ C IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) F.F.=458.3 i `\\ `\ \ \ \\ `\ \\\0 \ \\\\ a� \\ \ \\ Illp RIP -RAP ATION c. ENT � 2. 25\6 ACRES 0 \ \ \ \\ \\\ \ \ 's CHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC �\ \ \\\ \`\ D.B. 4722 PG. 213 \�\ \ \ \ \ \ ` ` ` �� D.B. 2359 PG. 589 (PLAT) ` GRAVEL AREA \ \ \\` " PARCEL ID: 061 WO-02-00-00280 \ 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. m L1510 N�YWORKS KiIENT 871 PG. 240 / / / 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. APPROXIMATE 10' VEPCO E D.B. 429 F ZONED: C-1 COMMERCIAL - \ BLOCK RETAINING WALL INV=428.63 loo GRATE INLET TOP=440.55 FL=429.70 �\ `\ 40QAS LINE EASEMENT \ - \ D �I\ 290 PGe 434 - - - - - I (( ( \ \R ,D.B. 4�1 PG. 500 \ \ - - ` \ \ \\ \ (I\ 1 1 1 1 Fp. \ D.B. 1683�G. 337 \ \ S \ \\ \ .�460- •10, \ \ 59- RMD PROPERTIES, LLC \ \ \ - if D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL of o FENCE MEANDERS ALONG P/L \/ / / / / /// /y LEGAL DESCRIPTION FIvu ND. l ;I�lil/�i////ili/� 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 C�1� ALONG THE SOUTH LINE OF GREENBRIER DRIVE ALONG A CURVE TO THE RIGHT HAVING A LENGTH OF 41.19',/�///i 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 LIMITEARTNERSHIP \ D.B. 1134 P . 536 D.B. 779 PG. 40 (PLAT) PARCEL ID: 061 WO-0 00-00200 ZONED: C-1 COM RCIAL OF L� KENNM R BLAYIDCK, JR� O Lic. NO. 2833 LEGEND DECIDUOUS TREE BENCHMARK • BOLLARD o- SIGN HANDICAP RAMP © CABLE VAULT 0 FIBER-OPTIC VAULT (D FIBER-OPTIC MARKER TP Z TELEPHONE PEDESTAL GV X GAS VALVE © GAS MARKER wv WATER VALVE Q WATER METER ® MONITORING WELL EO ELECTRIC METER ® TRAFFIC SIGNAL POLE © ELECTRIC VAULT LIGHT POLE �i GUY WIRE rU, 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 TITLE SURVEY OF 2.256 ACRES OF LAND LYING ON THE SOUTHEAST CORNER OF SEfIINOLE TRAIL AND GREENBRIER DRIVE RIO DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE: NOVEMBER 13, 2020 SCALE: 1" = 30' KENNETH R. BLAYLOCK, JR., L.S. LIC. NO. 2833 DATE ( IN FEET ) I inch = 30 ft. EXISTING CONDITIONS CV-101 N u 0 0 N Q 0 0 x I 0 E Y O T a 0 0 0 u a 0 U N N O U O N Q O 0 O 0 O T u Y a 0 .y n 0 0 D C O 0 0 « 0 « 's v a J 1 0 � a N n t J 0 i L) J o w w d c ; c n ocl E 0 a 0 J 0 0 u - N a y' C � w W O m 0 C a c m o a T o w 0 L 0 U s �0 o D o 3 U 0 c v 0 I m N ]Cl o. n h n h w > 'u d JI H J L Y y 0 Y r 0 E v n v Y u N � u U � N 0 J u a c a o J N 1 O 7 'u u S U n c J H •. u j n o N o c N v 0 L D Y 0 W .N. n $ � U 0 O L U N c L .; w n° L - u 0 0 `0 u E n O N L 1 F 00 / / .00 / / .00 E RI ' V ER D6g I ;.s; 1 E 8 /' / 0 60 TIE INTO EX. CURB L R30.0' AND GUTTER / VDOT STD. CG-12Bx x x b R1-1 STOP SIGN WITH STRIPING OHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC •, , , D.B. 4722 PG. 213 TYPE B. CLASS IWHITE VDOT STD. CG-11 x x x x (SEE SHEET CS-501) D.B. 2359 PG. 589 (PLAT) 4" WIDTH, SOLID LINE x x x x x ape PARCEL ID: 061 WO-02-00- 02B0 `SURFACE MOUNTED HANDRAIL �QJP�E x x x x ?ENTRY/EXIT DIRECTIONAL ZONED: C-1 COMMERCIAL - - TYPE B, CLASS I, WHITE, 0�O `' O\'x x x R30.0'' : . : :: SIGNAGE (TYP. OF 2) ELONGATED ARROW (TYP.) PROPOSED G��tJ AId6g x x X £ x VDOT STD. CG-12B (UNDER SEPARATE PERMIT) 5' CONC. SIDEWALK RIGHT-OF-WAY x x •' 9 MONUMENT SIGN (SEE SHEET CS-501) x x x ,r�r SAW CUT LIMITS x x ♦? �" TYPE B, CLASS I, WHITE, x +;"' TRAFFIC RATED G� G TIE INTO EX. CURB ''''""�� x x ."'-- TRAFFICIR GAURDRAIL O AND GUTTER 4" WIDTH, 2' LINE WITH \ x x ."-:*''' ..::1;:;,"::' O• (2) 22K GALLON UNDERGROUND STORAGE TANKS \y A '•`•�., 4' SPACING / x x 'o. � " • !:'' (SEE SHEET CS-502) (1) 20K GALLON UNDERGROUND STORAGE TANK iR x J PROPOSED LIGHT (TYP.) EXISTING ADA NORTHING: 3913109.74 Tx �x x x x x Vr.:r R17.5' SEE SHEET CL RAMP TO REMAIN EASTING: 11487487.53 x l--''' �`:" ' • �^ ^I ( ) _ µ; 5' CONC. SIDEWALK R13.5-1 (SEE SHEET CS-501) zt R1-1 STOP SIGN WITH STRIPING 10 LANDSCAPE SETBACK y^q `v.< '•.'.t" �� VENT STACK -----.......�•+ n" a n (SEE SHEET CS-501) - - - - NORTHING: 3913102.99 EASTING: 11487450.94 TIE INTO EX. CURB AND GUTTER R30.0' 10' LANDSCAPE SETBACK 5' CONC. SIDEWALK WITH 2' BUFFER STRIP N N a a �i �rnmm I Cr w Na:a (ti�-(32S vi0 O� UJ I I �03 Nerl ))po n ti Q 137 '-'t \\ C Q�C3Lj R20.0'- �> as M M C6 0j c p VDOT STD. CG-11 J R1-1 STOP SIGN WITH STRIPING (SEE SHEET CS 1) TIE INTO EX. CURB AND GUTTER 10t1. �p� J�yO OltP�J a56ry � 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. °: ° t ° V ° E:::: SITE PLAN NOTES 3912810.87 11487933.46 - -.-F-.- R75.0SEE ovLuvrtu irr. .• 1 / SEE SHEET CS-501 :� - - .• �--- ..�,��� .... -..,i . o '.'.'.'.'.'.'.'.'.-.'- . . M .'.'.'.'.'.'.'.'.'.'.'. . 'o- --- - - - - ARCH. PLANS ( ) TURNAROUND SPACE NORTHING: 3912668.23 FASTING: 71487832.09 :N Q` E� o_ R50.0' Ci - - L UHL- 562.40 X - ENTRY/EXIT DIRECTIONAL TLOADING SIGNAGE (TYP. OF 2) (UNDER SEPARATE PERMIT) J � ZONE SHED (SEE ARCH. PLANS) FENCE MEANDERS ALONG P/L EXISTING OVERHEAD (SEE NOTE 3 FOR NORTHING: 3912981.34 ELECTRIC LINE STRIPING DETAILS) DUMPSTER AND SHED MASONRY ENCLOSURE SHALL BE JA-ZAN LIMITED PARTNERSHIP EASTING: 11487364.91 EXISTING OVERHEAD A HEIGHT OF 8' AND MUST BE CONSTRUCTED OUT OF D.B. 1134 PG. 536 ELECTRIC POLE ARCHITECTURAL BLOCK TO MATCH THE BUILDING MASONRY (SEE DETAIL ON SHEET CS-503 AND ARCH. D.B. 779 PG. 401 (PLAT) I PLANS FOR ADDITIONAL INFORMATION) PARCEL ID: 061 WO-02-00-00200 ZONED: C-1 COMMERCIAL I RMD PROPERTIES, LLC I D.B. 2217 PG. 191 2.0" SM-9.5A D.B. 407 PG. 55 PLAT) BITUMINOUS TACK COAT PARCEL ID: 061 WO-0-OA-00200 4.0" BM-25.0 I ZONED: C-1 COMMERCIAL 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 I =r rr�m=mi�Tr=rr 6" VDOT TYPE 1, 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 8" AIR ENTRAINED PORTLAND CEMENT CONCRETE W/ A MIN. FLEXURAL STRENGTH OF 650 PSI AND MIN. 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI .IIIlll =1 I �IIIIIIIIIIIIIIIII�iIIIIIi 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 V) z 0 w 0 N N L ZQ Z O N O � Z O Q U N L 0 0 00 V��� 0ori0 o oor- Q I z-ow O D m ON W Y 0 W003 �Z YJ CA 3: O 0 N • �� 03 0 0 RYA PERKINS LiC. No. 046565 o4/az/2azl _ NO U w O � 0 0 (V = N 000 \ N > T 2 Q (V Q m } m M o\ o m w w Z Y Y O U w K S Vl O U 0 N 1L Z 1 I..f_ Q N I..L1 coN Q W Z z Lu W } D O z 0 U W J Of Q UJ m J Q SHEET NUMBER CS-101 U C N ae 0 J h Q c c 0 2 I u E Y O .2 0 ZI 0 L U c d 0 U N Q a c 0 0 T u Y a a 0 .y n 0 0 O 0 N 0 3 0 a 3 3 — TJ n L J -; _Q it o � E 0 J1 a N � t n .. 1 c n 0 :) u N O w �u w L ` N � c n 0 0 n Q o L1 c 0 vo a u C N W Of v d C p a �v ,y a HN 0 0 ; o .. 0 s � 3 =0 0 w c O o C U 0 0 1 0 b„ n o ") n h n > w I � J m Y o L Y 0 T E 0 Y vT N � d +j C_ � N V u 0 '> '4 u N � o C C < E n H Q C - o �o n 'p u S n „ I n :J h •. e j 0 O N o c J � N N O L D Y 0 W .N. n � � U W O L U N `C L .; w n L _v 0 0 J 1 U E n v� " N _Q L 1 F Canter of Ballard I +' Plastic Cover 9' Min. From by Ideal Shield Edge of Pour ALL COVERS TO BE WMITE 8' Sch. 80 Face of Sidewalk Steel Pipe Neoprene Tape Ad)acent 10' Schedule 40 PVC Sleety Cut 1" Below Finished Sidewalk Elevation Concrete JB.d Encasement Concrete kSubbase Varying TnIckness 6' CompacPea Gravel Subgrade Pao Gravel t-18 — Auger Bore CONCRETE AREAS 8' Sch. 80 Steel Pipe j' Plastic Cover by Ideal Snlel ALL COVERS TO BE WHITE Neoprene To" :? 10" Schedule 40 Bituminous PVC Sim" Cut Paving B Some Flush With Finish Bituminous Elevation Subgrade 6" Compont Pea Cravd Bad pea Gravel '1 Auger Bore BITUMINOUS AREAS 6' Sch. Bo Steal Pipe j' Plastic Cover by Idea spiel ALL COVERS TO BE WHITE Neoprene Tope 10" Schedule 40 4" TopwO PVC Sleeve Cut Flush Wlth Topsail �— Subgrade 6' Compocta Pea Gravel Bad Pea Grovel NB —I Auger Bore LANDSCAPED AREAS 0 RESERVED PARKING PENA $250 FIRST OFFENSE SUBSEQUENT OFFENSES $250 MIN. ANDR UP TO 90 DA/O PVC Sleave Cut 1' Below Finished Elevation Cover Embedded j' Into Sealant k1' SIKAFLEK 1C St. Sealant .a. .•. . Conerots r Non —Shrink Encaeernent Grout 10" Sch. 40 Pea Gravel PVC Sleeve 6' Sch. 80 Sled Pipe GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS Bituminous Paying k ,( ,-C: Subgrade :,�: 41Concrote A�. '•' Concrete Encasement se art ,r, Poured Flush Poured Flush To Subgrode To Subgrade 3' Non —Shrink 10' sob. 40 Grout PVC sleerw 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 BORDERGREEN BACKGROUND WHITE PARKING SIGN SHALL BE R7-8 (12'X18') VAN ACCESSIBLE PER $250 FIST OFFENSE SUBSEQUENT OFFENSES $250 MIN. AND/OR UP TO 90 DAYS COMMUNITY SERVICE NOTEt 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) LEGEND - BLACK BACKGROUND - WHITE (REFLECTIVE) SIGN SHALL BE R7-8P (10'X12') wsSIGN TO MEET LOCAL REQUIREMENTSism ADA PARKING SIGN DETAIL N.T.S. GALVANIZED BREAKAWAY STEEL U POST PROPOSED WAWA FOOD MARKET Intersection WAWA INC. ENGINEERING DEPT. w eeo V. eM,nwer Pin un PA neu �S5'� (Top of Pipe) Varies �fj•� GENERAL BOLLARD DIMENSIONS AND SPACING AROUND BUILDING PROPOSED WAWA FOOD MARKET Intersection WAWA INC. EACINEERINO DER MO Ir B IAVAZ PfQ rm Pa weir W Z J J O J W Q z � Z U) Q L� 0- 0 Li.l H DO 0 Z L.I J J J 7 LL 8'-0" MIN. N 0 PARKING 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 GRID FOR LAYOUT OSES ONLY PAINTED HANDICAP SYMBOL ADA PARKING SPACE STRIPING DETAIL N.T.S. r m IL I R=4" I— Z Q as 0 W a- to a 0 2 COATS OF 4" WIDE BLUE TRAFFIC U PAINT (TYP.) s Z O W a1 z a BACK OF CURB �oT w 3 � '0 cli STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT STOP BAR STRIPING 3/8" WIDE x 1" DEEP SAWCUT CONTROL JOINT SEE CONCRETE SIDEWALK SECTION PPd1NG / V/oF�4C/1gN o y�Jo��s K' nr Galt, / APPLY 1 2" THICK PRE-FORMED EXPANSION JOINT FILTER PLAN CONCRETE SIDEWALK 30" (WHITE LEGEND, RED BACKGROUND) STOP SIGN (R1-1) ADA PARKING SYMBOL i i BROOM F 4" CONCRETE, MIN. 3000 PSI STRENGTH 4" COMPACTED VDOT TYPE I #21-A STONE BASE F COMPACTED SUBGRADE SECTION NOTE: REFER TO GEOTECHNICAL REPORT FOR FINAL SECTIONS AND DETAILS 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\ PAVEMENT/ �^ \6" 2A MODIFIED STONE MOUNTABLE CURB/ISLAND AND STAMPED CONCRETE DETAIL N.T.S. 0 rn N M N L �Q Z O Z H Qo T 0 p iOU V) U 0 iM 0 0 r 0 N ar�i Z— O LLl u� 0�i Y 0 wO3 ��a� Y J N3 O OJ N 0 O r RYA PERKINS LIC. No. 046565 04/OZ/ZOZI U w 0 0 i 0 N cn Q N 4 m DO 0- a� o\ o > m W r— w Z Y Y 0 U w K S V) 0 0 U U) J LIJ LIJ 0 I1/ Z I.. J LIJ QT I..L N W Q w z W LIJ } I- O N I..L Z 0 0 U y LU m J Q SI-1FFT CS-501 U C o 15.37" ADA CONSTRAINED <" DIMENSION 10" g MAX " 1p � 0 0 u BOLLARD E (TYP.) (SEE o DETAIL) T a CONCRETE PAD 5 (SEE STANDARD L° DUTY CONCRETE DETAIL) a L h CURB � ASPHALT a � .. •1 Vj U T .. $ a 3' a 0 AIR PUMP SIDE ELEVATION L AIR SPACE, AISLE, AND ADJACENT SPACE TO BE 6" CONCRETE 4" WHITE T N.T.S. E a WHITE VINYL CAP STAINLESS BOLTS z (TYP.) o IEM'RGEIICYPU PT-O c F 0 X 7" WHITE ALUMINUM N SIGN WITH RED LETTERS 0 o EMERGENCY PUMP SHUTOFF BUTTON u 3 BOLLARD. SEE % SEPARATE DETAIL. ID o a a < a 4X4 PRESSURE TREATED POST o SLEEVED IN WHITE VINYL n °°TT- I C III c \/ \ X// 010 `w Or FRONT ELEVATION 0 „ 0 0 a 54 a w o BOLLARD TO BE CLOSER TO CURB THAN SHUTOFF o SWITCH u PLASTIC 0 3o COVER BY IDEAL D - SHIELD. ALL o' COVERS TO BE w U WHITE 0 `o n o 4 \ c n a 24" MAX n > w :)I -r 32" v •� N Y PLAN VIEW Y o E 0EMERGENCY PUMP d' u SHUTOFF ("E-STOP) DETAIL 0 N N.T.S. Y v � u :Y w � o c < E J a t J O O J C n 'e v L F n o I :J) H •. o j n O N O N v O MI c m' L D Y c n $ � U D o L u n D W D n° L - u 00 U : SPILLING CURB AND GUTTER (24") E n O D o N_ N _D F 1 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS "AIR PUMP PARKING ONLY" SIGN 10, AIR AIR PUMP PARKING DETAIL N.T.S. STANDARD CURB AND GUTTER YELLOW x 3' AIR \CHINE 0 W/ 2 )LLARDS 4' 6" Lo M a M 1 .. EXCEL AIR MACHINE 0 MODEL #SC05 BOLLARD (TYP.) (SEE DETAIL) AIR PUMP FRONT ELEVATION N.T.S. 0 S.I. STOREY LUMBER CO., INC. 285 SIKE STOREY RE) NW, P.O. BOX 99 ARMUCHEE, GA 30105-0099 TOLL FREE: 1-M&934.1605 PHONE: (706) 234.1605 ma, turey FAX: (106)235-8132 WWw.Gmberrier.com LUMBER COMPANY, INC. TTOP OF SLOPE J Ia M. MIL SECTION EOOE OF PAVEMENT 11 J LJ LJ 6' SPACING (TYPICAL) FRONT ELEVATION 1 F I I IN L--J L__J POST CONNECTION TYP. GUARDRAIL CROSS SECTION NOT TO SCALE 1.10 SLOPE OR FLATTER NOTES; NOTroSCALE 1. INSTALLATION TO BE COMPLETED N ACCORDANCE NTH MANUFACTURE" SPEGPCATIM. 2 DO NOT SCALE DRAWINGS. A IF TOP OF SLOPE IS CLOSER THAN 24'NCREASE POST LENGTH TO r. 4. DRNE POSTS OR AUGER SR(2FILL WITH NATIVE SCL AND COMPACT EVERY I2'. 5. ALL TIMBER /1 S4S SOUTHERN PINE, PRESSURE TREATED: AWPACI4, WOOD FOR USE N HWY. CONSTR. S TYP.POST:r XrXI . TYP.RAL:4'XI2'XII'I11I! 7. FASTENERS: ASTM AM?; AN2; F4387YPE 3; AM OH3. B. TIMBARRIER' SPLICE PLATE L PLATE WASIERASTMA5BB. 9. UNDER EACH BOLT HEAD ON FACE OF RAIL INSTALL ONE 7Ar WASHER 10. REFER TO DRAWINGS 651-OM OR6514M FOR TERMINAL DETAILS 11, CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISITwM.CADdeWugMub REFERENCE NUMBER 6514M. TIMBARRIER TM STREEMUMIDTM ROADWAY AND STREET APPLICATIONS(25 MPH MAX) B61-0Q3 CADdpt nLTD. Lir. Se711: ^N11 R�.i7 - S.I. STOREY LUMBER CO., INC. 285 SIKE STOREY RD NW, P.O. BOX 99 ARMUCHEE, GA 301 OH099 TOLL FREE:1 888 9341805 PHONE: (706) 234-1605 FAX (706) 235-8132 www.bmberrier.com LUMBER COMPANY, INC. TOP OF SLOPE BC-GNSTAHWD BEGNSTANDING BARREN TERMINAL =Se TYP. RAIL SECTION EDGE OF PAVEMENT II II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II II II II IJ LJ LJ LJI II II II L LJ LJ FRONT ELEVATION e SPACING (TYPICAL) NOTES 1. INSTALLATION TO BE COMPLETED N ACCORDANCE WITH MAMIFACTUER'SSPECFIGTIONS 2 00 NOT SCALE DRAWINGS. 3. REFER TO DRAWING651-003 FOR MATERIAL SPECIFICATIONS AND CONNECTION DETAIL 4. THISTFRMINAL MAY ONLY BE UTILIZED AS FOLLOWS OR AS OTFEN'AASE DIRECTED BY THE ARCHITECT OR ENGINEER A AS AN APPROACH TERMINAL OR AS ATRALNG TERMINAL ON TWO WAY UNDIVIDED ROADWAYS WHEN: I. SPEEDS WOULD NOT EXCEED 10 MPH IL BURIED IN BACK -SLOPE III. ENO U TERMINAL IS OBSTRUCTED BY AN OBJECT OR STRUCTURE OF ASUFRCENT MASS SO AS TO PREVENT A VEHICLE FROM COMING INTO CONTACT IT. N. IT IS LOCATED A SUFFICIENT DISTANCE FROM THE ROADWAYS 50 THAT A VEHICLE COULD NOT COME INTO CONTACT WITH THE END OF THE TERMINAL B. ABA TRAILING END TERMINAL ON A ONE-WAY OR DIVIDED ROADWAY. S. CONTRACTORS NOTE FOR PRODUCT AND COMPANY INFORMATION VISITN .GPDdNitameT/o REFEENCE NUMBER 0514M TIMBARRIER TM sTREETG11MDn STANDINGETD-TERMINAL 651-003C PROTECIEDBYCOPYPoI CADd*b nLro. www.CADdelBils.mm Sir MADE OF ROLLED ALUMINUM: 11/2" SCHEDULE 40 ALUMINUM WITH 1 7/8- O.D. STANDARD LENGTHS: 60" SECTION FITS UP TO S BIKES STANDARD HEIGHT: 46" INSTALLATION OPTIONS: SURFACE MOUNT FINISHING OPTIONS: STANDARD CLEAR ANODIZED MANUFACTURED BY: IDEAL SHIELD 2525 CLARK ST DETROIT, MI 482D9 PHONE: 1-866-825 -8659 STANDARD BICYCLE RACK DETAIL 1►P11:110f 1. 2 3 4 5 R NITS 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 v NOTE: SIGNS SHALL MEET < THE REQUIREMENTS OF Lj LO j GALVANIZED THE MANUAL ON UNIFORM DO BREAKAWAY TRAFFIC CONTROL DEVICES. STEEL U POST z 0 Y 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, 4G00 PSI IF PRECAST. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB i GUTTER. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB i GUTTER $HALL 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 N THE SECTION ON GS URBAN STANDARDS. s 1,,;1, s s n Q Q Q Q Q s s s s s s e s s s s 6' I 2'-0" -THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR EKL"CL COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 0221 SLOPE TOWARDS ASPHALT 10" PVC SLEEVE 6" BOLLARD W/ COVER CURB 1 1n Uri Mo ��ol 0 CONCRETE PA6" a0 ' "W X 36"D X M DESIGNER NOTE: AIR PUMP TO BE PLACED INLINE OF SIGHT TO BUILDING. AIR PUMP PLAN VIEW DETAIL N.T.S. NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2.. FOR A WIDTH OF 5 FEET. A GENERAL NOTES XXSTREET APPROACH SAME SURFACING (RADIUS TO BE AS C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) In 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. 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE B 0 SIDEWALK USED WITH THIS STANDARD. r 4EXPANSION w ¢ OPTIONAL UNPAVED SPACE FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION -----ru -- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE y EXPANSION OMITTED IN THE ENTRANCE.) LL JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER NOTE: WIDTH " OR AS c>I MAINLINE ROADWAY SHOWN ON TYP) TYPICAL SECTION. A PLAN VIEW MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE (ENTRANCE ONLY) EDGE OF PAVEMENT OR 8 X MAX. OPTIONAL FLOW LINE GRADE CHANGEIll MAINLINE ROADWAY 8% MAX. GRADE CHANGE 5' MIN.) I 20MINIMUM FOR I COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A SECTION C-C 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 M CURB RAMPS WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". (SEE CG-13) D 5-6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS - NOTE 7) THE ENTRANCE. 0 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 5 3 % 6 % LOW I LESS THAN SOO VPD 5 6 % B % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS IPECIFICATION cVV))K I REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 sot VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 CC-12 A T •5 DOWELS, 8" LONG PERMISSIBLE R AT 12" C-C S'MIN. CONSTRUCTION JOINT 5' MIN y yA- p 2:1 MAX m� Z 12:1 MAX.->• B.-, ; r� _ MIN y LN 12�1 MA% N RAMP RAMP WITH BUFFER STRIP (SEE TABLE) A (SEE TABLE) TRANSITION GUTTER PAN SLOPE SMIN TRANSITION GUTTER PAN SLOPE TO 20:1 THROUGH RAMP LENGTH MA%' TO 20:1 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20:1 12:1 MAX. a- 7tt 5'-C" SHAPE TO ROADWAY OF ROAD MIN CURB MATCH FACE WITHOUT BUFFER STRIP BACK OF CURB 20:1 48 :lM sB :1 EXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT 2 MIN. A A LANDING 481 ARAM. SLOPE SECTION DETECTABLE WARNING SURFACE PERMISSIBLE CONSTRUCTION LADING 48:1 MAX. SLOPE CURB SECTION B B NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, THE BOTTOM OF THE CURB AND SEE SHEET 10F 5. GUTTER MAY BE CONSTRUCTED 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, PARALLEL TO THE SLOPE OF REGARDLESS OF THE SLOPE. SUBBASE COURSES PROVIDED A 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 B 3 6 9 4 8 12 5 10 15 6 14 15 XV DOT ' YV))K I - 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 CROSSWALK Mox GRASS CONCRETE CURB ONE DIRECTION WITHOUT BUFFER STRIP CROSS) CROSSWALK 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 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 v) z O U) > w 0 N c� H7 N L> Z O Ln o LJz QO U N L OU_ 0 V) r 0O r- 0 00LO0 Q LLJ v r Z- V) O w ao _, ON Y z w003 a3 - N 3: 0 0 � N . J ®O O t` RYA PERKINS LIC. NO 046565 O-4/0Z/20ZI I­- NO = U (~n O O (V (n O 00 1­-\ N > T 2 Q (V Q In } DO ¢M o\ o GO w *Itw Z Y Y O ¢ U) < 4UN V) 0 a U U) J W W 0 Z ui Q e� N W Q W z W LLI } O N I..L z O 0 U W J of < LIJ m J Q SHEET NUMBER CS-502 _C r m N Y u W Q Q C C 0 C 0 x T E Y O T v) O 0 N O > S W d ° N GATE SLOPE PRECAST CAP SLOPE PRECAST CAP T.O. WALL h T.O. WALL 9 - 0., v------------------------------------------- T.O. MASONRY -------------------- T.O. MASONRY -------------------------------------------- 8'-8"------------------- 8-8" D-----------------------------------------------------------o--� BRICK TAVERN BRICK TAVERN Mill o-------------------------------------------- . T0. SILL T.O. SILL t , 5 - 0" v--------------------------------------------------------------- U -------------------------------------------- MANUFACTURED---------,�--------- MANUFACTURED E STONE SILL-------------------------------------------------------------- ? > y-------------------------------------------- ------------------- STONE SILL C-------------------------------------------- BRICK TAVERN BRICK TAVERN o -------------------------------------------- .T 1 v x00 _ -------------------------------------------- H -------------- — V)2 M °'------------------------------------- ----------------------- C) ------------------- ----- ----i' --- �_- T.O. FLOOR SLAB ----� ��� s T.O. FLOOR SLAB oo o c F REAR ELEVATION RIGHT ELEVATION �o� 0UJ r 0 Y o WO � � Metal Door Trim ETaveTrn 3 Inc N 3N L Benjamin Moore James Hardie Flash Red��Pumice Stone Arctic White Ceramics - v BM#1197 JH10-20� W E c° 0 4�ALTH 0 C U v v GATE 0RYA PERKINS LIGHT FIXTURE SLOPE PRECAST CAP T.O. WALL a T.O. WALL h Lic. No oassss 9 U" --------------- --- 0 w o E------------------� T.O. MASONRY �$ Q—_---------------_--- I v——�������—���—���� BRICK TAVERN ANAL o-------------------� T.O. SILL h N 0 U c~n -------------------_� 0 oN czn 0 --- ----------� Mmi O 00 ~ N m > _ ___ _____ _______ 5 a -------------------- LQ Q N 4 } m °"---_--_—_-----_—_—_--_—_—_—_—� STONE SILL a> o o O m 0 N a --------------------A I'7 w ZZ o---------------� _ "— J 2 3 U —������������������� BRICK TAVERN Y w t = ° y------------------- Vl O O U ------------------- t--------------------3 0 0-----------! T.O. FLOOR SLAB 0' - 0" V FRONT ELEVATION LEFT ELEVATION 0 �o M a AU M a I` U u v W U n � v Y 0 T E C 11 I O W U O C v 0 c O x N N 0 U_ N `v . m N O p a c v a E IN N J C a C W ° � O W Q F C 7 N L M S ry U O NLU �C Query U H o� J � 7 N Q N ` ' I I o v W L O W v) ° �U W N C Z v ) u N o O 0 L U 'S+ C W v Q� v p o W u J � c Q v m 6 SHEET NUMBER o a a � CS-503 8' _ 8" T.O. SILL MANUFACTURED STONE SILL i � BRICK TAVERN BOLLARD T0. FLOOR SLAB STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STIR. 98 DOGHOUSE MANHOLE 440.99 5.06 STIR. 99 VDOT STD. DI-3B (L=6') 444.60 7.98 STIR. 99A VDOT STD. DI-3B (L=6') 446.09 5.24 STIR. 100 VDOT STD. MH-1 452.74 7.87 STIR. 101 VDOT STD. DI-3C (L=6') 455.66 3.91 STIR. 102 VDOT STD. DI-1 455.45 3.17 STIR. 110 VDOT STD. DI-36 (L=6') 453.87 8.39 STIR. 111 VDOT STD. DI-3B (L=6') 450.91 5.17 STIR. 112 VDOT STD. DI-3B (L=6') 451.47 5.46 STIR. 113 VDOT STD. MH-1 455.56 6.12 STIR. 114 VDOT STD. DI-26 (L=6') 454.46 4.45 STIR. 120 VDOT STD. DI-3C (L=6') 455.27 3.77 STIR. 200 DOGHOUSE MANHOLE 454.64 5.55 STIR. 201 VDOT STD. DI-3C (L=6') STIR. SWM1 SWM STIR. SWM2 SWIM STIR. SWM3 SWM STIR. SWM4 SWM a a c O .y n 0 D 0 2 0 N O 0 0 D 3 z Q O J r i z a E Y 0 o a N i O o o u y c y o L u N C o y n o I E E � 0 I ` O v o n` o D P� L ,0 w N �C I \C) J C v � 454.72 0 AO� i d at a P.aSp. N 454.27 o � Tr ` CONTRACTOR TO CONFIRM I r VERTICAL LOCATION OF GAS LINE 2 AT PROPOSED STORM CROSSING 3 N rM o 0 N N `� w . a as � •- I o � 3 'a o M� "ti C66 �S I •� 0 rr',�07 a w tJQo== 0_ to fn 0 �.7 U '� Q) to 1 1 455.60 2 TC fx m " YI N ~ � ^ _< m 455.20-- Y y <�00 FS 455.30 E r o^ ^o FS 1 0O 74 to f7 -4 0 Ay p9' c 16 ! � c C, •C \� �a d �C, '�p61 .04 N Y Z .4 N Q BPSPbb'o ` 3. 0 0� ��o LD �� z o II a` 'o IIY S I :9 c 9 H .. v � n o 9 Eby J � 0 D Y � w « n $ U W O c u n � t .; w n t - u a o `1 U � u . E n 0 0 0 W o N _a iE 1 STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STIR. 99 TO STIR. 98 56 LF 15 IN RCP 11.83% 436.62 430.00 STIR. 99A TO STIR. 15 LF 15 IN RCP 2.01% 442.00 441.70 STIR. 100 TO STIR. 99 82 LF 15 IN RCP 10.00% 444.87 436.72 STIR. 101 TO STIR. SWM2 116 LF 15 IN RCP 0.50% 451.75 451.17 STIR. 102 TO STIR. 101 106 LF 15 IN RCP 0.50% 452.28 451.75 STIR. 110 TO STIR. SWM4 7 LF 15 IN RCP 0.50% 445.48 445.44 STIR. 111 TO STIR. 110 32 LF 15 IN RCP 0.50% 445.74 445.58 STIR. 112 TO STIR. 111 35 LF 15 IN RCP 0.50% 446.01 445.84 STIR. 113 TO STIR. 112 66 LF 15 IN RCP 5.08% 449.44 1 446.11 STIR. 114 TO STIR. 113 94 LF 15 IN RCP 0.50% 450.01 449.54 STIR. 120 TO STIR. SWM3 55 LF 15 IN RCP 6.56% 451.50 447.92 STIR. 201 TO STIR. 200 33 LF 15 IN RCP 0.50% 449.26 449.09 STIR. SWM1 TO STIR. 100 29 LF 15 IN RCP 0.10% 445.00 444.97 / / SAWCUT LIMITS (TIP.) Qpp'19' / CONTRACTOR TO MATCH PAVEMENT KO / SECTION OF GREENBRIER DRIVE AT TIME OF CONSTRUCTION / 438.02 - 48'RCP 68 _ / t V Y _ TC •,r�: f, 438./ ,S _ R FS R� ti T TC ae6oe EEC J7 Qp�Jlv11 x,', : - c Fes. / 0-0 GQ PJ A�E 1610 .. / 44,.FS sT CONTRACTOR TO ENSURE MAXIMUM CHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC CONTRACTOR TO REMOVE EXISTING U\\ c ,.� 2% CROSS -SLOPE THROUGHOUT D.B. 4722 PG. 213 !� STRUCTURE AND EXTEND v PEDESTRIAN CROSSWALK PIPE D.B. 2359 PG. 589 (PLAT) TO p PROPOSED STRUCTURE 99A. ti� / \ PARCEL ID: 061 WO-02-00-0 02BO Ck / ZONED: C-1 COMMERCIAL J 0 ot`� �•� EX. GAS LATERAL TO REMAIN. CONTRACTOR P 0 Jh mI \�F,O 6\y5 445.64 _ 99 TO CONFIRM VERTICAL LOCATION OF GAS LINE AT PROPOSED STORM CROSSING SO S TC O� Jt% ^ \' ; 445 `443.75 x 1 64 *' TC LOCATION OF "STEEP SLOPES -MANAGED" AS p,'La' 451.20 446.9C-446 DENTIFIED ON ALBEMARLE COUNTY GIS (TIP.) 5� F$A OC TIO OF "STEEPS. OPES GED" S / 0 448.24� FS 667 L A A N :'�98A - •''>��aa: IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) TC 449.7FS:+ �0\ _ r'? '.95 '' 44 .86 s'-1 { 451.28 ''TC . / 455.28 - .a ..� FSr., FS 452.29 451.66 - z ,. 452.94 l 452.89 = ,y.. 453. F7S= FS _ TC_ :i :1� i' :s ;: •. 454.45 FS F 51 TC _ <- a6 453.4 _ - 453.SC 453 OS - TC 454 '454.91 114 F T l . 4: 10" PVC 0 1.00% TRENCH INV. 453.50 i.• 463.23 453.61 �W f TP FS 6" PVC ®1.00% 454.49 FS 455.3 - 4 -- ---�: P 200 '. it 454.50 ;�'.•TI 454.76 "1 TI 455.01 ' 201 I , • -T BI 454.00 BI 454.26 BL454.51 1 `.•' OIL WATER 55.78 �- -� •-• �: �• 15.47: SEPARATOR p, . � � •�• -'i ' �• . I %:' INV. IN: 450.00 k5 I .. •' ■. - • ;� �7: ' �. •. . ;J e.;':�: INV. OUT" 449.88 ; i 4 I N TRENCH OUTLET TI 455.02 TI TRENCH INV: 452.25 I ;:._; BI 454.52- •. BI.454.70 : BI 454.90 4LJ5.46 �? PIPE INV:451.5 i ■- .� . ' iy FS `• I I I I I 454.43 I :1 455.00 1455.78/ 6" PVC 0 1.00% Aim 455.13 I . " 't �.. .' '.. •. 455.58 FS TC r •'., . TI 455.52 TI 455.62 . • TI 455.78 455.8'2' 4L ' ' BI 455.02"- BI 455.12 �•'' BI 4�55.28 FS 1 455 "� :.■ r';'...,i �}.V; y FS5.88 .4 CLEAr 455.28 I' NOUT (TYP.) ; ►• • . .-' �. 455.76 - 5.90 / FS P I �. FS I_UM'S NEvukK ----------'- 455.75 EASEMMT 455.50 D TRENCH INV. 454.50 456.60 '' 4871 RG. 240/ FS P 6-455.83 45 P ` f TC t 456.811 456.81 TC TC 456.83 TC�yss W _ �45945= - W - WCLEANOUT (TYP.), 1 6" PVC 0 1.00% - 456 6" PVC ® 1.00%� \ 113 1 \j Wawa 2.26 ACRES W50-FB-VA 6,049 SF r FFE: 456.00 48 WAWA SPACES CLEANOUT (TYP.) INV: 453.00 (TYP.)- 449 452 100 111 6,500 CF OF UNDERGROUND STORM WATER MANAGEMENT 451.76� TC. 110 455.50 45$.46 TC T F G ::455.85 \ 45 FS \- a 6" PVC ® 1.00% \ FS . N 455.46 K- P \ 3 g I tit / 455.87 / FS 455.72 F101 i O 456.54 I RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-0-OA-00200 ZONED: C-1 COMMERCIAL 120 C 456.06 \/ 08 a TC BC 455.84 4 6.30 TC BC . TC I 456 6 / l / TC/ 88 4 r 459.00 4,Sn - W TC 458.66 459.38 TC TC 458.56 TC _ 458.62 J \ TC -_ FENCE MEANDERS ALONG P/L 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 J GRAPHIC SCALE IN FEET 0 15 30 60 GRADING LEGEND TC: _ <- a6 453.4 _ - 453.SC 453 OS - TC 454 '454.91 114 F T l . 4: 10" PVC 0 1.00% TRENCH INV. 453.50 i.• 463.23 453.61 �W f TP FS 6" PVC ®1.00% 454.49 FS 455.3 - 4 -- ---�: P 200 '. it 454.50 ;�'.•TI 454.76 "1 TI 455.01 ' 201 I , • -T BI 454.00 BI 454.26 BL454.51 1 `.•' OIL WATER 55.78 �- -� •-• �: �• 15.47: SEPARATOR p, . � � •�• -'i ' �• . I %:' INV. IN: 450.00 k5 I .. •' ■. - • ;� �7: ' �. •. . ;J e.;':�: INV. OUT" 449.88 ; i 4 I N TRENCH OUTLET TI 455.02 TI TRENCH INV: 452.25 I ;:._; BI 454.52- •. BI.454.70 : BI 454.90 4LJ5.46 �? PIPE INV:451.5 i ■- .� . ' iy FS `• I I I I I 454.43 I :1 455.00 1455.78/ 6" PVC 0 1.00% Aim 455.13 I . " 't �.. .' '.. •. 455.58 FS TC r •'., . TI 455.52 TI 455.62 . • TI 455.78 455.8'2' 4L ' ' BI 455.02"- BI 455.12 �•'' BI 4�55.28 FS 1 455 "� :.■ r';'...,i �}.V; y FS5.88 .4 CLEAr 455.28 I' NOUT (TYP.) ; ►• • . .-' �. 455.76 - 5.90 / FS P I �. FS I_UM'S NEvukK ----------'- 455.75 EASEMMT 455.50 D TRENCH INV. 454.50 456.60 '' 4871 RG. 240/ FS P 6-455.83 45 P ` f TC t 456.811 456.81 TC TC 456.83 TC�yss W _ �45945= - W - WCLEANOUT (TYP.), 1 6" PVC 0 1.00% - 456 6" PVC ® 1.00%� \ 113 1 \j Wawa 2.26 ACRES W50-FB-VA 6,049 SF r FFE: 456.00 48 WAWA SPACES CLEANOUT (TYP.) INV: 453.00 (TYP.)- 449 452 100 111 6,500 CF OF UNDERGROUND STORM WATER MANAGEMENT 451.76� TC. 110 455.50 45$.46 TC T F G ::455.85 \ 45 FS \- a 6" PVC ® 1.00% \ FS . N 455.46 K- P \ 3 g I tit / 455.87 / FS 455.72 F101 i O 456.54 I RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-0-OA-00200 ZONED: C-1 COMMERCIAL 120 C 456.06 \/ 08 a TC BC 455.84 4 6.30 TC BC . TC I 456 6 / l / TC/ 88 4 r 459.00 4,Sn - W TC 458.66 459.38 TC TC 458.56 TC _ 458.62 J \ TC -_ FENCE MEANDERS ALONG P/L 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 J GRAPHIC SCALE IN FEET 0 15 30 60 GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION TW: TOP OF WALL ELEVATION BW: BOTTOM OF WALL ELEVATION TI: TOP OF ISLAND ELEVATION BI: BOTTOM OF ISLAND ELEVATION FF: FINISHED FLOOR ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION G: GROUND ELEVATION RIM: STRUCTURE RIM ELEVATION ME: MATCH EXISTING X)p( 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 REQUIREMENTS UIREMENTS FOR THE SITE THE Q Q 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 ForestlOpen Space Time of Concentration (Tc) 2.57 acres Runoff Peak Flow Storm Event 1.44 acres Vol ume V cfs 0.84 acres 1 -year 14,199 7.56 0.29 acres 10 -year 17.16 5.0 min Runoff Curve Number(CN) 92 Drainage Area 2.57 acres Impervious Area 1.98 acres Managed Turf 0.59 acres ForesVOpen Space 0.00 acres Time of Concentration(Tc) 5.0 min Storm Event Runoff Peak Flow q Vol ume V cfs 1 -year 18,710 9.46 10 -year 19.02 Channel Protection Compliance Energy Balance Equation, 1-year Storm Improvement Factor 0.8 0-post < I.F. x Q pre x RV_1re/RV_1ost < 0.8 x 7.56 x 14199 / 18710 9.46 < 4.59 DETENTION REQUIRED Flood Protection Compliance 10-year storm ost < �DETENTION re 19.02 < REQUIRED Post -Development Summary Routed flows Peak Flow Storm Event cfs 4.51 (< Required 4.59 cfs) 1 -year 10 -year 16.80 (< Required 17.16 cfs) 0 N M N z, O to O LLz O _a U N L OU_ N �� V < O M 0[ oo(0o r z-0w oD 00_, ON W Y w003 �■ �z�� 0 00 N J J ®0 0 0 RYA PERKINS LIC. No. 046565 04/02/2o21 wo � O O N = N 000 \ N > r a < (V < m } m < M \ 0 to p w Z Y w Y O < v> < N O 0 U 0 ry �L Z U ■■ Q 1..� NW Q W z ' W} I- D O �Nj Z 0 U y L1 m J Q CG-101 N u 0 0 0 0 0 I 0 E Y O T .2 0 0 L d 0 0 L N U N d 0 U N a a 0 0 T u Y a 0 .y n 0 D C O O N 0 0 0 cr s 3 « v 0 Z t J i 1 >_ u J � _ 0 7 a N o c D o N � o w u L N c d 0 0 o. E Q '- :J � c 0 w n` 0 d c N m w c', c o o n F4 v Y a N O 0 ; O I L U s J 3 O 0 0 O C . N u v c 0 n o h n n > w DI '� m J m Y o Y 0 T E c 0 D o n „ .4 +j c � N Z '414 u N D O u a E Z Q J C 2 0 Y N - 0 J � 'o v S U D C J h .. v j n o N 0 c J � N 0 v L D Y 0 W .N. n � � U 0 O L U N w n _v 0 0 0 « u � u n E 0 � o W o «_ N O 7 I 0 3 l,���.. ��l 1-5/8" RPZ BACKFLOW PREVENTER WITH UNIONS FOR WINTER REMOVAL 10 LF OF 1" TYPE 'K' COPPER I DOMESTIC WATER LINE w 1-5/8" IRRIGATION METER l N rn m n E1-1" CORP. STOP c r APPROXIMATE LOCATION N OF EX. 10" DI WATERLINE. CONTRACTOR TO VERIFY I I LOCATION PRIOR TO ul CONNECTION a TAPPING SLEEVE CONNECTION 0 �n ^A 44 LF OF 6" DI WATERLINE / PROPOSED 20'J o0 UTILITY EASEMENT Nyb'99� eG PJ�.S 3 I / NN9 5 SEE UTILITY NOTE 1 FOR GAS CROSSING / 1IIIIII1101, IIIIIIIIII1 En 1n '7. 122 LF OF N �6" PVC 02.91% N 1-1.5" DOMESTIC WATER METER 1-2" CORP. STOP T ...� .�', ; y ® \ 1-FIRE HYDRANT ASSEMBLY - •.'. "' '' 1-6" GATE VALVE \! .�''.• N 6" /- - • . 15LUMOS NE ORKS�``-----'-- \'-- EASEM T D.B. 4871 G. 240 W 0 FO W W W C0-2 RIM: 455.79 INV: 449.77 6' PVC 453 LF OF 2" TYPE 'K' COPPER DOMESTIC WATERLINE 56 LF OFJ 6"PVC 02.91% / �OQiN,Ig. cl 8g1EUTE EX. ASCA SANITAR� / SEWER LINE rj .r:•. / r,RE ADJUST RIM OF EX. SANITARY SEWER MANHOLE TO PROPOSED GRADE. // CHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC CONNECT LATERAL TO EXISTING / D.B. 4722 PG. 213 MANHOLE WITH INSIDE DROP CONNECTION/ Fp / "^ (/ D.B. 2359 PG. 589 (PLAT)) (SEE SHEET<CU-501) /SJ / i�PQ PARCEL ID: 061WO-02-00-00280 ZONED: C-1 COMMERCIAL �'SO \,� EX. GAS LATERAL TO REMAIN. CONTRACTOR Q O �16�/ / / r TO CONFIRM VERTICAL LOCATION OF GAS / LINE AT PROPOSED STORM CROSSING EX. MH RIM: 447.91 INV IN: 443.83 6" PVC 81 LF OF " 6" PVC 0 2.91% CONTRACTOR TO CONFIRM 1 APPROXIMATE LOCATION OF CO-1 GAS VALVE AND RAISE TO RIM: 454.32 GRADE l APPROXIMATE LOCATION OF INV: 446.20 6" PVC •v 5 LF C 0 15.0 ZSS4SS _ W \ DOMESTIC 1.5 BACKFLOW PREVENTER WITHIN BUILDING _ ;:. \ c \ Wawa 2.26 ACRES W50-FB-VA ALL CROSSINGS TO =' - c\ BE COORDINATED 6,049SF !. \\ WITH COLUMBIA GAS ' r FFE: 456.00:;' ,_•� ' . 3 48 WAWA SPACES CO-3 (2-WAY CLEANOUT) RIM: 455.89 J INV IN: 451.39 6" PVC INV IN: 451.39 6" PVC INV OUT: 451.39 6" PVC 10 LF OF 6" PVC 0 2.91% GT2 INV OUT: 451.68 6" PVC 00 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. O N M N Z > O Lio Liz O Q U N L 0 0 00 V) � U 0O M 0 oo(0o LLI I v r Z-ow ��m_, ON 0 W Y w003 Z - � 0 CO N J J ®0 O 0 P U RYA PERKINS LIC. No. 046565 EX. 8" GAS LINE BLDG 1 222 LF OF 3/4" PVC WATERLINE c RIM: 456.00 TO DUMPSTER HOSE BIBB \ INV OUT: 452.50 6" PVC M. rBLDG 2 / NIV OUT: 452.50 6" PVC I \ \ \ a 7 LF OF 6" PVC 0 3.92% W CO-4 (2-WAY CLEANOU _ RIM: 455.83 INV: 452.24 6" PVC 8 LF OF 6" PVC 0 3.92% GT1 INV IN: 451.93 6" PVC 1500 GALLON GREASE TRAP W W - EXTENSION OF GAS SERVICE TO BE COORDINATED WITH UTILITY COMPANY 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 +I - W FENCE MEANDERS ALONG P/L 40' GAS LINE EASEMENT JA-ZA IMITED PARTNERSHIP D.B. 290 PG. 434 Di. 1134 PG. 536 D.B. 421 PG. 500 D.B. 77 G. 401 (PLAT) D.B. 1683 PG. 337 PARCEL ID: 0 0-02-00-00200 ZONED: C-1 CG1<vIMERCIAL I � \ I GRAPHIC SCALE IN FEET 0 15 30 60 V) z O w N O U CO a� O � O ON ((n 000 H \ > } d�cn QCN Q m > m o \ o In o y �O w Y w 4 N a U O O U 0 N Z Lu Q N W Q W Z 'Z W } D O I� Z 0 U y w m J Q CU-101 N a+ 0 0 N Q O C O C O 2 T _u E Y O T .2 0 o' d n 0 t c N 0 U N N Q a 0 0 0 T v E Y T a c 0 n 0 v 0 O 0 0 N 0 0 0 3 V 3 z ; ¢ O J « Z � _ u S E J O a � m i J J o N o u y c y o c u N c o d n 0 a ¢ E 0 �o w C O u w N w � v D O c � 0 0 T � �1 a w of M N 0 3 w I L 0 s � 3 �0 0 C 0 w . u C c p n h n °a > n :J c I 'o :1 O Y m d Y .t. 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HT- 1 Al 20.5 2 Al 20.5 3 Al 20.5 4 A3 205 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 205 13 B4 20.5 14 B4 20 5 15 C1 19.32 16 C1 17 11 17 C1 19,32 18 C1 17 11 19 C1 19,32 20 C1 17 11 21 C1 1932 22 C1 17,11 23 C1 19.32 24 C1 17 11 25 C1 24.5 26 C1 19-333 27 C1 17 28 C1 26,75 29 C1 21.75 30 C1 24 5 31 C1 26.75 32 C1 21 75 33 C1 24.5 34 C1 2675 LUMINAIRE LOCATION SUMMARY LUM NO LABEL MTG HT 35 C1 21.75 36 C1 24 5 37 C1 26.75 38 C1 21 75 39 C1 24.5 40 C1 2675 41 C1 21.75 42 C1 24 5 43 C1 26,75 44 C1 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 85 59 Wt 15 60 Wt 15 61 W1 15 62 Wt 15 63 Wt 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 3,20 500 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 00 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-UO-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-EDG4MB-DA-06-E-UL-XX-700-57K ® 30 C1 SINGLE 13251 1.030 B3-U0-G1 134 4020 CREE, INC. CAN-304-SL-RD-06-E-UL-XX-700-57K (D 10 D1 SINGLE 1652 1.020 B2-UO-GO 27.2 272 Cree Inc KR6-20L-35K-120V + KR6T-SSGC-FF ®• 2 S1 SINGLE 2659 1.000 BO-U5-G2 20 40 FC/SSL Lighting FCWS7170-XXX-35K-2500-CRI85-XX-D ®. 2 S2 SINGLE 2542 1.000 BO-U4-G2 20 40 FC/SSL Lighting FCWS7168-XXX-35K-2500-CRI85-XX-D ®) 6 W1 SINGLE 4210 1.030 B1-U0-G1 43 258 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-350-57K ®� 1 W2 SINGLE 2105 1.030 B1-U0-G1 25 25 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-350-57K ®) 3 W3 SINGLE 12455 1.030 B3-UO-G3 127 381 CREE, INC. 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LARGE SHADE 10 352 STREET TREE (2.5" CAL.) /50' W/ INTERSPERSED ORNAMENTALS (8' HT.)& SHRUBS/5'. N/A Ornamental Tree (Interspersed) 2 Ornamental Trees West Property Line (Semonile Trail) 4.7 Large Deciduous Tree (1 per 35 LF 5 Large Deciduous Tree 10' 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' FT.) & SHRUBS 5' OC. South Property Lines (Along Adjacent Property) WA WA N/A N/A WA N/A INTERIOR - NO SETBACK- LIKE ZONING. East Property Lines (Along Adjecent Property) WA N/A N/A WA WA N/A INTERIOR - NO SETBACK- LIKE ZONING. WAWA PARKING LOT LANDSCAPE REQUIREMENT - SEC. 32.7.9.6 AND ENTRANCE CORRIDOR OVERLAY Required SF Required Trees Calulatlon 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 68110 = 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 Canopy Breakdown) 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' 2.5" Cal. Min. 464 SF 3,712 SF 4 Amelanchier x grandiflora 'Autumn Brillance' 8' Ft. Min. 1 130 SF 520 SF Total: 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 a_ 0- r- •� Cti �j Naa O03rn I I N m h n :5m — ,t r �>� .. 0 0 mm 0 p PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS AR 4 Acer rubrum 'October Glory' October Glory Red Maple B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GS 3 Gleditsia triacanthos inermis'Shademasler' Shademaster Honey Locust B & B 2.5" CAL. MIN. Strong Central Leader, Matched. QR 5 Quercus rubra 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 CITY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS 0 PO 11 Picea omorika Serbian Spruce B & B 8' HT. MIN Full To Base ORNAMENTALTREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS 0 AG 3 Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Apple Serviceberry B & B 8' HT. MIN Strong Central Leader, Matched. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT HEIGHT REMARKS 0 AX 24 Abelia x grandiflora 'Compacta' Compact Glossy Abelia CONT. 24" HT MIN. Full To Base 0 IC 25 Ilex cornuta 'Burfordii Nana' Dwarf Burford Holly CONT. 24" HT MIN. Full To Base 0 IG 49 Ilex glabra'Shamrock' Shamrock Inkberry Holly CONT. 24" HT MIN. Full To Base OIV 18 Ilex verticillata Winterberry CONT. 24" HT MIN. Full To Base 0 PF 24 Pieris floribunda Mountain Pieris CONT. 24" HT MIN. Full To Base PL 13 Prunus laurocerasus 'Schipkaensis' Schipka English Laurel CONT. 24" HT MIN. Full To Base ORC 22 Rhododendron catawbiense Catawba Rhododendron CONT. 24" HT MIN. Full To Base GRTEA E�° RI�I -I- . I __ OMWP. / OR MULCH ENTIRE 5�. 1 RNER ROCK AROUND BED, TYP. a5o . • I VENT STACKS AG RIVER ROCK, TYP. AX p•y i PLANTED AREA IC Wawa II n ,. II IIQ I) `J PF MONUMENTSIGN.- 11"'i, TYP. GS LUMOS NE C `-------------- I 110SQFTI PLANTED AREA I T co SS ,.°r.a. g D.B. 4871 871 I�G. 2W W — YY - - W w 6— W {f S I i 4' _ IN J W = +or O RC m RC m m BED, TYP. \� 635 SOFT PLANTED AREA 110 SOFT MULCH ENTIRE LP NTEDAREA BED, TYP. n OHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) ` �PQ PARCEL ID: 061 WO-02-00-00280 �\Q ZONED: C-1 COMMERCIAL 3 GHQ kry9�o A uP �w�°a� r 1 241 SOFT \� PLANTED AREA `x MULCH ENTIRE I II -- BED, TYP. I i7LTCICJCT 4 1 IG AR � 1 AR \ SOD (TYP.) TO BE \ 0 0 PLACED ON BERM. \ SEE GRADING PLAN \ O \ FOR DETAILS SITE LIGHTING, TYP. 1 - 317 \.� T PLANTED AREA `87SOFT W PLANTED AREA TWO (2) 4' SCHEDULE 40 PVC IRRIGATION SLEEVES, TYP., COORDINATE WITH IRRIGATION DESIGNER. � 1 AR \ 85 SQFT l PLANTED AREA ! � I IG ° 247 SOFT PLANTED AREA — — — — 13 PL !CE MEANDERS ALONG P/L 40' GAS LINE EASEMENT I JA-ZA II D.B. 290 PG. 434 ) D. D.B. 421 PG. 500 D.B. D.B. 1683 PG. 337 I PARCEL I ZONE GRAPHIC SCALE IN FEET 0 15 30 60 v! Z O W 0 M N rn N LMK> U< O o H Z Qo 2 O U 00 p V) U aoM� ZN r O QLd Y O� LLlJO D_Z— OU W Y w003 Y J N0 00 O n DBBIE D. ROACH LiC. No. 1870 04/02/2021 O Z 0 0 Of w O wcV F \ rn } dLO Q ry N a m m in �� W m � r W Y W 1 p ¢ rn a W IU/1 W U Z J Ir..Ln V Z_ Z J a_ 0 N 1L Z..l 1 l Q_ 1..�1 N W Q W ~ 'z l W } D O I..L Z 0 0 U y W m J Q CP-101 N 0 0 0 a c 0 c 0 x I _u E Y 0 T .2 0 0 0 L m D 0 h d c « .6 N a a 0 c 0 T E Y c O v ° 0 0 .o 0 3 D � n Q r 7 0 z r Z ; J c i E o' n o t � i .1 L_ N c y o w u L u N c o o v � w Q o E w '- o n c c 0 v v o u N V J c � 0 7 N Y 0 m a m o $ 0 � N 1 � E o v r 0 c o w I c ° � u n v h • N > n J I n U u Y �u m Y vni 0 s E � T c 0 � o 7 N N o - u N Q O n u J E a � h � F ° z ° _ N z ° J 1 • _ u S n „ I � i •. u j n O N O c N N 0 ° L D Y � W « n $ � U 0 O L U • L `c .; w n° L - u O o J I U � u n E U � o W o 1N 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 5' 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. O. 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. 0. 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 DECIDUOUS TREE PLANTING NOT TO SCALE ADER 1RSERY STAKE SIVE RUBBER TIES WO INCH TREE STAKES. 4WAY FROM EDGE OF THE STAKE LOCATION SHALL NOT WITH PERMANENT BRANCHES. ALL BE PAINTED BLACK PRIOR ATION. IULCHING, LIGHTLY TAMP SOIL 1E ROOT BALL IN 6" LIFTS TO E. DO NOT OVER -COMPACT. PLANTING HOLE HAS BEEN J SOIL. TURN THE SOIL TO )MPACTION TO THE AREA AND IWN. 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 1/8 =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 AALL 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 NI i t0 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 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 2X WIDTH OF ROOT BALL 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 Ul z O w O N M N i..uQ Z O �o 0 Qo U N L OU_ m V00 rl) 0O wj 0 Oo(DO LLIv )L z—ow ON W Y w003 0 O 0 � N J ®0 0 OBBIE D. ROACH LiC. No. 1870 04/02/ZOZI z w O O = H 7 H 7 Q - O (V 000 \ N > r 2Ln Q (V Q m } m S M O\ o m w w Z Y Y O U w W S 0 o o 0 0 N �1 Z 1 I„u Q ry 3 N co Q W z Z Lu W } D O N I..L Z 0 0 U y W m J Q C P-501