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HomeMy WebLinkAboutARB202100037 Plan - Other (not approved) 2021-05-17 INITIAL SITE PLAN FOR __ __ Q O 2 F 0 Atn_svis-eiAZ -..,_, Z .6 r Vilawa I-7 /? J WAWA INFORMATION O� 1215 SEMINOLE TRAIL BUILDING AREA. 6,049 ES SF BUILDING TYPE: W50 FB VA '' 1 RIO MAGISTERIAL DISTRICT CANOPY CONFIGURATION TRIPLE STACKED ry \\// CANOPY TYPE. FLAT L z* ALBEMARLE, VA 22901 #OF MPD'S: 9 DATE: 04/02/2021 TYPE OF MPD'S. (9)4+1 0 S.F OF ASPHALT 74,923 SS = m u S.F. OF LAWN AREA. 28,617 S.F. ' i i'�s S.F. OF MULCH AREA: 1,332 S.F ^ < I ; �6joi' 5fa f • PROJECT CONTACT LIST VICINITY MAP SHEET INDEX PROJECT DATA d APPLICANT/DEVELOPER E do PLANNING/ZONING INITIAL SITE PLAN SITE STATISTICS ■ u; ',i 8605RENAUDN CONSULTING \����/ SHEETNUMBER SHEET TITLE 8605 WESTWOOD CENTER DRIVE, SUITE 410 PLANNING COMMISSION PARCEL ID:061W002-OA-OD10D CA-100 COVER SHEET F SITE ADDRESS:12155EMINOLE TRAIL,CHARLOTTESVILLE,VA 22901 - S HENNA, VA 22182 401 MCINTIRE ROAD cl cv-151 EXISTING CONDITIONS • TEL: (571) 765-4436 CHARLOTTESVILLE, VA 22902 �.,�. ZONED.Cd,CDMMERCIAI 6/: CS-]Ol SITEPLAI MAGISTERIAL DISTRICT:RIO • CONTACT: MARK FONTAINE, CCIM TEL: (804) 677-04-63 p CS-501 SITE DETAILS APPUCABLEOVERAYDISTRICTS.ENTRANCECORRIDOR TAO' EMAIL: MFONTAINE®RENAUDCONSULTING NET CONTACT COREY CLAYBORNE ,' , ��ti CS sox SITE DETAILS + P Ov AIRPORTIMPACTAREA �� C5-503 SITE DETAILS 6 • OWNER STORMWATER O STEEPS ODES-MANAGED CG101 GRADING PLAN pc CHARLOTTESVILLE REALTY CORPORATION 0RFF C9J5 CU-101 UT1UTY PLAN PROPOSED USE.CONV EXISTING USE: ENIENCE IENCEFOOD STORE WITH SERVICE STATION p RVAf .PPEeRKINS j REPAIR GARAGE PO BOX 6340 FACILITIES AND ENVIRONMENTAL 'I'6 cL-101 LIGHTINGP ANUC.Ma CHARLOTTESVILLE, VA 22906 SERVICES Ri ♦ BUILDING SIZE 6,049 SF % 0�4/OL/202I�j F,4 CL-SDl LIGHTING DETAILS BUILDING HEIGHT 33 FT3 1d`7 401 MCINTIRE ROAD 4TH FLOOR p CHARLOTTESVILLE, VA 22902 R( CL-502 LIGHT NG DETAILS TOTAL SITE AREA 226 AC ` �16 CIVIL ENGINEER TEL (434) 296-5816 F6N: ) cP-101 PLANTING PLAN TOTAL DISTURBED AREA'2.57 AC. ONAL GD-501 PLANTING DETAILS TOTALIMPERVIOUS COVER:1.74 AC.2177%I z m • Kimley»>Horn PUBLIC UTILITIES t• PROJECT TOTAL NUMBER OF SHEETS. 13 OPEN SPACE.0.52 AC./123%1 o u LOCATION o. STEEPSLOPES•DISTURBED N'0 Ot vl KIMLEY-HORN AND ASSOCIATES, INC PUBLIC WORKS FLOOD ZONE THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE 2X" 0m W .- 1700 WILLOW LAWN DRIVE, SUITE 200 401 MCINTIRE ROAD 4TH FLOOR ( AS SHOWN ON THE FLOOD INSURANCE RATE MAP, n n oo a o m m RICHMOND, VA 23230 CHARLOTTESVILLE, VA 22902 ` MAP COMMUNITY-PAN EL NUMBER 51003CO278D 1' H' V g TEL. (804) 673-3882 TEL: (434) 296-5816 EFFECTIVE DATE FFBRWRY 4,BOOS O Y h o • CONTACT. RYAN PERKINS, P E. WATER:AcSA EMAIL: RYAN PERKINSOKIMLEY-HORN.COM FIRE MARSHAL \\\ SEWER:ACSA ARCHITECT DEPARTMENT OF FIRE RESCUE - - /\ SOURCE OF TOPOGRAPHY:TOPOGRAPHIC SURVEY WAS PERFORMEDBYIENNING STEPHENSON, 5-5460 STAGECOACH ROAD VICINITY MAP PC OIZ N AL CONTROL BOZO CUHACI & PETERSON CHARLOTTESVILLE, VA 22902NORTH DATUM:HOR120N7ALCONTROLBASEDUPONVIRGINIASTATEPANE I- • 930 WOODCOCK ROAD. SUITE 101 TEL: (434) 296-5833 SCALE: 1" = 500' THECOOVERT CAL DATUMSHOWNRDINATE SYSTEM,SOUTH ZIEREON SBASED ON NAND 1988 ORLANDO. FL 32803 CONTACT: SHAWN MADDOX w • TEL (407) 661-9100 LATITUDE.38'OC11•N W CONTACT MARY ROSARIO LONGITUDE:78'29032W I 3 EMAIL: MARY.ROSARIOcC-P.COM RECEIVING WATERIS) RIVAN NA RIVER-MEADOW CREEK ODE:R14 BUILDING SETBACKS SURVEYOR FRONT 10'ISEMINOLE TRAIL) Et • JENNINGSTEPHENSON P.0 FRONT SIDE.p 1GREENBRIERDRIVEL w BACK.O LAND SURVEYORS O 8 PLANNERS PARKING SCHEDULE WAWA PARKING PROVIDED:48 SPACES /) HANDICAP SPACES PROVIDED'2 SPACES `J JENNING STEPHENSON, P C REAR PARKNIG LOTTO BENEFIT 10160 STAPLES MILL ROAD SUITE 103 PARCEL 061W0-02-0000280 20 SPACES • GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT- KENNETH R. BLAYLOCK JR WAWA CONTACT INFORMATION _ 0 c WAWA, INC. Q w - ; 260 W. BALTIMORE PIKE c, WAWA, PA 19063 < a) W TEL: (267) 273-3575 N CO _ E CONTACT* JEB BELL APPROVALS DATE EMAIL. JEB.BELLOWAWA.COM DEPARTMENT OF COMMUNITY DEVELOPMENT Q w w ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN PLANNF.R/ZONING � w _ MISS UTILITY OF VIRGINIA SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE ENGINEER N _ OFFICIAL CONSTRUCTION PLANS. rTh I.L '' - I INSPECTIONS 1I THIS DOCUMENT. TOGETHER W1TH THE CONCEPTS AND DESIGNS AAH PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE. IS INTENDED DEPARTMENT OF FIRESERVICE RESCUE < F ��,• ONLY FOR THE SPECIFIC PURPOSE AND CUENT FOR WHICH IT WAS ALBEMARLE COUNTY SERVICE AUTHORITY ti • PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT VIRGINIA DEPARMENT OF TRANSPORTATION au•., WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN HEALTH DEPARTMENT -• CALL BEFORE YOU DIG AND ASSOCIATES. INC SHALL BE WITHOUT UABIUTY TO KIMLEY-HORN AND ASSOCIATES. INC. ,-E- I II k 811 CA-100 / ., ,'/ / / 7OP.45190 // , R.439.50 I TOP-45+78 1, 'INV IN-4 BO INV wT 4is , `. Air�. `__RWS' Ca M4S0.130 F49 fHD--__ �. ���' '��O _-0.,.....- � -'- _- CURVE TABLE SITE ,r 7 , ' 0 � CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD ,+ryryryry C1 4119 2665 883351' 2599 N7932S5E 3721Q QV. 4377sS'i ,.Q /// yr44e.hQ'' / R.441 IS EMI : ,--, T �" p" II DRIVL` w VICINITY YAP / , /ei. l000ks__ ..62 . (60 m866scuE i._ . 441 O /12151 STORY - 42970 LOCATION OF STEEP SLOPES-MANAGEOT A9 ��' 15'L ""'������ _ ` ♦ \ ♦♦ ♦, ♦ ♦ 1 ";-_ _ A.- C IDENTIFIED ON ALBEMARLE COUNTY OS TIT L�MO4A-N-TWORKS BRICK/METAL - \ ♦\♦ \\♦ • • I I 1 ( I /� �♦� 413�4871 PG. 240 `ENT FF=4583 ♦�♦!♦\♦♦ \ `� 1 \ \♦•♦♦G♦` •\\;`♦♦;.l 1t 1t 1 MAG NAIL ♦��f �G't ..'+ �., F / i '1\ ®�.rp♦1 ♦♦\ ••••\ \ ♦♦♦♦` t� t, 0EV-456.2 /{` /. / / \ ir}� \ 6�♦�♦\♦♦ \ `` RIP-RAP N. APPROXIMATE Y ATION I \I 11\ • ` it.,,,„- . 1 \ !ll LEGEND / 4 10'VEPCO EENT • 1L 1 roPs7�1 \ , D B 429 PG 50 0 z 2 ACRES \\ C\ ii ,1/4,,,,,, \```♦:\.: ♦♦\ \\ DECIDUOUS TREE \ /• \ \ \ \ •\.�`:.` _ I 0 \ BENCHMARK \ I `\ `` \ \ \♦♦ �.�♦ $,_♦; �, OHI ASSET(VA)CHARLOTTESVILLE-1165 PEPSI PLACE,LLC • BOLLARD -L `�6� DB 4722 PG 213 �`�\ - \ I ` \\ t• \ \ \•• \'' D.B 2359 PG. 589(PLAT) -.- SIGN J• I ♦` GRAVEL AREA \ ♦" �� PARCEL ID' 061W0-02-00-002B0 lT+ \ \ \\\ ♦ \ ZONED• C-1 COMMERCIAL HANDICAP RAMP ♦ \ •\ ♦•.-•♦;♦ _ ® CABLE VAULT NOTES \�.,� \ ♦♦♦\ ♦` �♦ \ -,\-;-, - BLOCK ® FIBER-OPTIC VAULT 1 OWNERSHIP \ \ ♦ 1 \ \ - .\ \ RETAINING CHARLOTTESVILLE REALTY CORPORATION - \ l I ♦♦\ \\ •. \s.`.`\`\ WALL INV.l28.63 © FIBER-OPTIC MARKER DB 696 PG. 560 •, V, 1 - __ �-�. PARCEL ID 061 WO-02-0A-00100 ` I -1-�''------ ` TELEPHONE PEDESTAL 2 THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A `� \ \ \ \\- ♦♦`',,`\'‘,:-,----♦ ♦ a TITLE COMMITMENT BY FIDELITY NATIONAL TITLE INSURANCE COMPANY \ \ N /\• 1 \\ \ `�♦ • f DG GAS VALVE COMMITMENT NO.DC2000670 v� ` \ / \ I \ \ \ • `�♦♦, © CAS MARKER . \ 4 \ \`♦�♦♦ EFFECTIVE DATE OCTOBER 8, 2020 AT 8 00 A.M \I c+ ♦��♦♦` `♦;\ \. CRAZE INLET DQ WATER VALVE \ ♦.`;♦ \♦♦ TCP=440 55 3 EXCEPTIONS OF SCHEDULE B-SECTION II OF THE ABOVE \ ` \ \ \ \:i ♦♦♦ ,`,\♦`♦t FL-429.T0 (I WATER METER REFERENCED TITLE COMMITMENT \ 4, • 1))NOT ADDRESSED N. \N\\,, - _ - \ ♦��♦\♦\\`♦\\♦11 0 MONITORING WELL 2)STANDARD EXCEPTIONS \\ `♦ 4 `QAS UNE EA�EMENT \ C - --_- � I`I 1 1 11111 © ELECTRIC METER A NOT ADDRESSED ,. t D B♦290 PG,434 \ -- _-- -- III 1,01 B NOT ADDRESSED ---D,@ 41Z1 PG 500 \ `` _-_:' II I I' 1 1I P ® TRAFFIC SIGNAL POLE C NOT ADDRESSED \ DBl G 337 c1 \ ' /- ♦♦\,♦♦♦ 1t 11 1 D SHOWN HEREON 1 � G1 • \\ ♦♦1L ��11 1111 I 1 I r, ® ELECTRIC VAULT 3 NOT ADDRESSED \ \ \ I .2 ♦ I 1�41+`t11 1 r'' II LIGHT POLE 4 j)NOT ADDRESSED \ / / \ 9A 1 1111 III 1 it GUY WIRE 5)NOT ADDRESSED ` \ y� _ / �1 iilAIII II r II I' 'n. POWER POLE 6)40'GAS UNE EASEMENT IN D B 290 PG 434- SHOWN HEREON ,* \ \\ ♦1 tea_ I',I I It r 1111 Co DRAINAGE MANHOLE 7)PARTIAL VACATION OF A 40'GAS UNE EASEMENT IN D B 421 PG 500- SHOWN HEREON '�5? ♦\ _ ', ,i 111 I I,/ ® CLEANOUT 8.)10'VEPCO EASEMENT IN D B 429 PG 350- SHOWN HEREON i0• • ./,� 1 9)40'GAS UNE EASEMENT IN DB 1683 PG 337- SHOWN HEREON \\ \\ i7 ,'/,r __- CD SANITARY SEWER 10.)15'LUMOS NETWORKS EASEMENT IN DB 4871 PG. 240 - SHOWN HEREON RMD PROPERTIES.LLC \ I A , ,, -O1E- OVERHEAD ELECTRIC DB 2217 PG 191 \ \ / \ �, , UNDERGROUND WATER 11) 40'GAS LINE EASEMENT IN D B 425 PG 153 - SHOWN HEREON D B 407 PG 55(PLAT) \ \ ' i ', '/, + - _ - — 4 THIS PROPERTY LIES IN ZONE'X'OF THE FEMA DEFINED FLOOD HAZARD PARCEL ID 061W0-02-OA-00200 \ `S3 �\ \ �,li,�'F��,' - - - - -UGE- UNDERGROUND GAS AREA AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER 51003CO278D, ZONED C-1 COMMERCIAL t \ , I//, UNDERGROUND ELECTRIC EFFECTIVE DATE FEBRUARY 4, 2005 ♦ -- 5 DURING THE PROCESS OF OUR PHYSICAL IMPROVEMENT SURVEY NO \ r'//'' /�' --- UNDERGROUND FIBER-OPTIC OPTIC ,�'��„',�/'� -UTL - UNDERGROUND TRAFFIC INDICATIONS OF A CEMETERY WERE FOUND NO FURTHER INSPECTION OF v , /l, , + UNDERGROUND CABLE N THE PROPERTY HAS BEEN MADE FOR POSSIBLE CEMETERIES FENCE MEANDERS \ \ t,,�/,/ ALONG PA \. , , , - - - - -UGT- UNDERGROUND TELEPHONE 6 ZONED Cl COMMERCIAL, SEE COUNTY OF ALBEMARLE ZONING ORDINANCE FOR SETBACKS -I \ \ yh,7,//I',i,�i/l 7 HORIZONTAL. THE MERIDIAN SOURCE OF THIS PLAT IS BASED ON THE I \\ � ,�,/�, I VIRGINIA STATE PLANE COORDINATE SYSTEM,SOUTH ZONE, NAD 1983/1993 \ ,/, ,,,,,�,,,'!, (HARN) COORDINATE VALUES SHOWN ARE EXPRESSED IN U S SURVEY FEET /,,/,,,,y',,,,, VERTICAL NAVD 88 DATUM ���rrr'''I,1�'i,'4 I 8. UNDERGROUND UTILITIES MARKED BY ACCUMARK, INC AND FIELD LOCATED IV,ll I ri ll/, „r1 n'l,4 q�I ':..) 11, lll'l,'l�,l/,LEGAL DESCRIPTION / rNo. "11 r,,, ,1',,,,, BEGINNING AT A POINT, MARKED P 0 B, SAID POINT BEING AT THE INTERSECTION OF THE EAST UNE OF r r, "',/ ,/,,,, SEMINOLE TRAIL(U S. ROUTE 29)AND THE SOUTH LINE OF GREENBRIER DRIVE(STATE ROUTE 866), THENCE (I'/,"ri Ii, ',''/,' AALONG RADIUS OF SOUTH 65'. A HORDEENBRIER DRIvE BEARING OF N79'32'5.E AND A CHORD OF 37 21'NG A CURVE TO THE RIGHT HAVING O AA LENGTH OF 41 PONT, THENCE 19 \ ,'//�,'I/"4 h, S5610'09'E 19 38' TO A POINT, THENCE LEAVING THE SOUTH LINE OF GREENBRIER DRIVE 55610'09'E '� 517 44' TO A POINT, THENCE 535'24'00'W 175.00'TO A POINT, THENCE N56'10'09'W 562 40'TO A PONT ' ON THE SOUTH LINE OF SEMINOLE TRAIL. THENCE ALONG THE SOUTH LINE OF SEMINOLE TRAIL N3516'O'E \ 149 00' TO THE POINT OF BEGINNING. MARKED P 0 B AND CONTAINING 2 256 ACRES JA-ZAN LIMITED GARTNERSHIP \ D B 1134 P 536 D.B 779 PG. 40 (PLAT) PARCEL ID 061W0-0 00-00200 \ ALTA/NSPS LAND TITLE SURVEY OF THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED ZONED C-1 COM ROIAL \,TH Op 2.256 ACRES OF LAND LYING ON THE WERE MADE IN ACCORDANCE WITH THE 2016'MINIMUM STANDARD DETAIL REQUIREMENTS ,��P `� SOUTHEAST CORNER OF SEMINOLE FOR ALTA/NSPS LAND TITLE SURVEYS:JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND \ \ O O TRAIL AND GREENBRIER DRIVE NSPS, AND INCLUDES ITEMS 1,2,3,4,5,7(a),8,9,11,13,14&16 OF TABLE A THEREOF IEBINLTB R BLLYLOCK URz PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN O Lie NO 2833 RIO DISTRICT * ALBEMARLE COUNTY, VIRGINIA EFFECT ON THE DATE OF THIS CERTIFICATION,UNDERSIGNED FURTHER CERTIFIES THAT IN GRAPHIC SCALE MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF U .a VIRGINIA. THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT s DATE NOVELBER 18, 2020 SCALE. r = 30' WHICH IS SPECIFIED THEREIN THE FIELD WORK WAS COMPLETED ON NOVEMBER 13, 2020 JENNINGSTEPHENSON P.0 10160 STAPLES 10ILL ROAD SUITE60 KENNETH R BLAYLOCK, JR.LS. DATE ( IN P I ` PHHPHONE- 804 VA 45 62 EET 35 LIC NO 2833 I inch- 30 R. LAND SURVEYORS FAX - 804-545-6259 i &PLANNERS JN 20-681 EXISTING CONDITIONS CV-101 Y m i SITE LEGEND I _ ca GREENBRIER DRIVE TURN LANE ♦ ♦ ♦ • + I ASPHALT PAVEMENT ♦♦.♦.♦♦♦+♦+♦+♦♦. i . + ♦ + I. WAWA ASPHALT PAVEMENT • - T SEE SECTION ON THIS SHEET ' CONCRETE SIDEWALK • ' ii SEE SHEET CS-501 _ _ g N 1 •STANDARD DUTY CONCRETE 5 SEE SECTION THIS SHEET >A d HEAVY DUTY CONCRETE SEE SECTION THIS SHEET 'CIIIII -" i 6 VDOT STD CG-6 SEE SHEET CS-502 i ' R SITE PLAN NOTES C r ' .�/ U } / 1 ALL CURB RADII ARE 5.0'UNLESS OTHERWISE NOTED 0 no 6 , 2 ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED �� 11 3 LOADING ZONE STRIPING SHALL BE PAINTED 4'SINGLE YELLOW = i53 i o I SOLID LINE AT 2'-0'0 C 45'TO THE DRIVE AISLE „1 i v I i '' 4 THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP /'� ., 1 g 8 i vRI 66I ; �' SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. ` .. c'l iL 1 / ^�7µ,`jEz E s _ 1 =- "' 5 TWO COATS MITE TRAFFIC PAINT(4'MIN WIDTH)REQUIRED FOR ^^' ga _ w x 2 1 `18" oUT �/ PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT W EEN ¢ r11 / SHALL BE USED FOR ACCESSIBLE PARKING AREA(18'LETTERS, 2' 2m t'i° t / E Q' TIE NTO EX.CURB 2 i GR/ T (,6 R30.0.' AND GUT-ER PAINT STROKE) a SOOT Sm CG-128 '-'STOP SIGN WI*STRIPING CHI ASSET (VA) CHART OTTESVILLE-1165 PEP51 PI ACE LLC 6 PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFEREDE RS $ -•TWE�SS I,MITE. SOOT$m CO-11 -* (SEE SHEET CS-50,) D B 4722 PG 213 e J ' 4`WDTH,SOIA IkIE *# .* • 'b. 1', _ D 6 2359 PG 589 (PLAT) CORNERS. p PARCEL ID 061WD-02-00-002BD SURFACE MOUNTED HANDRAIL • f • 7/ ZONED C-1 COMMERCIAL 7 THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM i - �1 HF rr.i 4 - • ENTRY/CDT ORECnONAL THE STREET FOR EMERGENCY RESPONDERS. - 1 --- TORE B,CLASS L.IMIITE, e�O 9rt�`5 * •* ,0'' SIGNAGE(TW OF 2) K ELONOATED ARROW(TW) PROPOSED if C IA6'S ; -'*`_SOOT Sm CG-128 (UNDER SEPARATE PERMIT) 8 ALL UGHTING TO BE INSTALLED 5'BEHIND CURB AND CENTERED ON B i 5'CONC.SIDEWALK BIGHT-OF-WAY 'y♦ " �7 }~ MONUMENT SIGN PAVEMENT STRIPING UNLESS NOTED OTHERWISE ,0,LTH , (SEE SHEET CS-501) {� Q G 6 SAW CUT UNITS * * \ t`.':.t'' !RAMC RATED �, 9 TYING TO EXISTING CURB/GUTTER. THE EXISTING PAVEMENT SHALL p f Lp I • TE INTO EX CURB TYPE 8,CLASS 1,WHITE, . TMBARRER GAURDRNL CF' V �/ s AND GUTTER (2)22K GALLON UNDERGROUND STORAGE TANKS {'MOM.2' NE WTH * § a BE NEATLY SAY/CUT AND REMOVED FOR A DISTANCE OF 2'0'FROM y fM C.'! (1)20K GALLON UNDERGROUND STORAGE TANK NE MTH ` .•U(':.'• (SEE SLEET CsSD2) P �' y a<'rl FACE OF THE CURB AND 2'0'FROM THE EDGE OF THE CURB AND o '{ RYAI .PERKINS V. 9 -' f PROPOSED ucH7(iW) / �s�' GUTTER AND THE SUBGRADE BASE COURSE, AND PAVING �' •_ *,, •* E R17A' \ SEE SHEET C.-101 LIT.Nc.wesas EXISTING ADA NORTHING 3913109.74 ,F -rA y -♦.�• �. ( ) 1 REPLACED WITH NEW PRODUCTS. •o { RAMP m REMUN EASING: 11487487.53 - g. �L�Y- 5'CONC.SIDEWALK 1_ � NORIIRMS 1917D10.67 .fO 04�OZ�ZOZI € - ♦;: = H(yTs•,5yb�R?.o9�:Ad�� -� (SEE SHEET CS-sot) _ R1-1 STOP SIGN MTh STRIPING td OK %Tem( ¢GOO EASnrIc 1'487933.4e 10 REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT 15,.� /•. - � 1:..f - `(SEE SHEET CS-SOT) fN <7 '_' - .T - - vENT$TACK • ;�0'. _. .. 536 6?' _ -- -- -- _ SECTIONS ON�L tl c (To BE PANTED BROWN) ..1.''' .y ! NORTHING:3913t0299 4""" 1b 44 i& ■ .I ! R25.0' /, 11 THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP 2 EASTINQ 11487450.94 _ 10.' ,... _ ■� _ ..._ SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS E m M a ( +,,'L I I:11 +■( I I:I 1p-:�I�Vy� (TIP) • �4 L.(f. \ 1 e BE INTO EX.CURB / / '•f `( I1::I■I-II1101II• 1IIII1H ALIT• -� • . - .. • 'Ij10.0' a aIARNI■aK FENCE I \\ W^O O V N IL I AND GUTTER `A R. y: VDOT STD CG-17B v .R29.0' \• O c`+ IE/� q SSW.r„ I i. R25 0 •,6{ IIt.' I ICI 1 b (SEE BIKE RACK VDOT STD CG-12A - 'WOT SID 60-12B 111 a <cv' e m c[ R30.0' ' t'+ F r. p V II III it Iiii 1 III 1: • .. •• DETAIL SHEET CS-'A2 R4.St "1 i m ♦ I n Oo H j I._+.,'-.--�' _ (.'>SG'/': •b'y • 1 �� APPROXIMATE UNITS <H1 cl I 10'LANDSCAPE SETBACK , ` 'i• I RS.S'. _ 1 6• ;In/A.. 7'i "I ... r �OF PROPOSED BERM Y O o oA' 5 CONC SIDEWALK-\I "� • , a y�J RS.S �•, b 1 0 ,1 fi WTM Y BUFFER STRIP `l �' - 1 - •.•��•f• ;'Q•4• /° lk- • 0,,,:„.,„.„_.�{F� R1-1 STOP SIGN WM STRIPINGilli o I 1 I mN' I,� .1' • .n 1liegi I ^ (SEE SHEET CS-501) b I I• I . GRAPHIC SCALE IN FEET 6 TI N 1 1 1 ,�.• I ,, -r. YHy,�.6OLW d a^ I, 1, D 15 30 60 l 1 V V. 32.0' • .65.0': 32.0 �� Wawa 5 .. ... - En Z. ... I I I�o� I if • O)k __ I 3., •`x• • . ••• ft 2.26 ACRES 11 _ L ES iamm I 1 .I - . .•e►:, i►,D.•:.1 e E t W50-FB-VA • I I I j [N[� N a 0. L, H i , • !•�•+;� a w95H O 3■,0' • 20.0' 20.0', J5.0'„ 'AIR PUMP PARKING ONLY SIGN TRAINED _ S F'pd�N. I Ix I I. - . . I �\ 1 F HI WAWA SPACES '� }'SIE .. , +/'.• :: ■ I (SEE SHEET CS-soz) CONCRETE 6'AIR EN W/A MI FLEXOR LD EMENT Z T$m.CC-12B 1 • I y j..R 9 +' 6 eE 20'0' AIR STATION ON 463 3 STRENGTH OF 650 PSI AND MIN.28 DAY �y 01 I .`/ j • - .Y ` !�' b G 16.D' 24.0' •ie.c ( o >F •ti m N yi^ r "� iT1 1' 1 r W=` _ �'•1 O p Y,:I >•� d BOLLARDS T/P OF I o ` COMPRESSIVE STRENGTH OF 4.000 PSI 1 2 ti <m ♦I `-MONUMENT SIGN I ♦•1'�..,•'•'�1':•. • I o L '; . o ... (SEE SLEET CS-S02) I ry \ J^ �I• I - .74 ACCESSIBLE PARKING STRIPING(TW) Eilt 333 LL c- , Cco R20.0' �..-/�.•Tt20.0' ) 7• • 1. (SEE SHEET CS-501) ® •A� 12 R{.5' ... v . .. .. I I .'�, -t • 4 Rav ,]; I 1�1�� 1 • 11�1 W ' '-ACCESSIBLE PARKING SIGN(TW) 'A: .�:•T.a • i • • �. t S av •--+� �C®�, '• `� O N0 PARKING SIGN R8-SA _ �`* (SEE SHEET CS SO) '',CI Y (R.1 b R6.6 �.��i`���Lg►�� �����1 maN7' YaiNTABI E JRB WTN ;• -II=1L II II II II II .I �_ uu�� W (SEE SicET CS-501) .p=11-11.=11-I1=11=11.=.11 /� ° Cm I 14 1a 6'CONCRETE PIPE SrAMPED COIN7ETE(TYP).T,A CARDBOARD DUMPSTER DESIGNATED i V J 1 -R B011AR0(TYP) .R10.0' R10.0` (SEE SHEET CS-SC) :+� TURNAROUND SPACE' NORTHING:3912666.23 6'VD01 TYPE I,21A DENSE GRADED VDOT Sm CC-11 - R. (SEE ARCH PLANS) UNTREATED AGGREGATE BASE p+ -� R75.0' (SEE SHEET CS-501) �ll� FASTING: 11487832.09 .t R1-1 STOP SON MTH STRIPING •_ 'R50.0' • b - ' , 1 i Y Y SLBORADE-STABLE AND COMPACTED TO A (SEE SHEET CS-5O) I`• o .... .. • .. dl DRY DENSITY OF AT LEAST 95%OF THE SOUS 0 R50'0' STANDARD PROCTOR MAX.DRY DENSITY(ASTM cA I _ _ - " "�-- - 7-..a,..-.-.7; 7....-_ --_ -_I__VHE _-._I,‘„, !�-... ._�KG D-698)TO A DEPTH 12'BELOW SUBCRADE t - TE INTO EX CURB ,ENTRY/EXIT DIRECTIONAL -.------ ELEVATION AND GUTTER (/ 9GNAGE(TW OF 2) d L >A t - F (UNDER SEPARATE PERMIT) - J LOADING ZONE SHED(SEE ARCH.PLANS) YL.'�'` _-- STANDARD DUTY a E 0c�cQs EXISTING REc Rlc"uAE (SEE NODETAILS)3FEWCONCRETE SECTION • YLN a°�7 DUMPSTER AND SHED MASONRY ENCLOSURE MALL BE I NORTHING: 3912961.34 I JA-ZAN LIMITED PARTNERSHIP F y FASTING 11167364.91 A HEIGHT OF 8'AND MUST BE CONSTRUCTED OUT OF D B t+34 PG 536 FUEL CANOPY, BLDG PARKING, AND DUMPSTER PAD i t U� I EXISTING OVERIEAD f,�° ELECTRIC POE ARCHITECTURAL BLOCK TO MATCH THE BUILDING D B 779 PC 401 (PLAT) 6 I MASONRY(SEE PDELANS FORTAIL ON SHEET ADDITIONAL INFORMATION) PARCEL 7 GGWO-O2-00-002G0 ,_= ZONED C--1 COMMERCI4L Q r// '^IIFi LL S I I 8.AIR CONCRETE W/NA BIN FLEXURAL ED PORTLAND CEMENT Z w ri RMU PROPERTIES LL i. STRENGTH D 650 PSI AND MIN.28 DAY < `{l X 6 I D B 8407 PGP551(PLA Ij ii �O•BINMNOlS TAG(COAT _--- .OMPRE59VE-TRENGTH a<{,000 PSIPARCEL ID 06TWO-0 -OA-00200 {.o'BM-25.O N•aZONED C-i COMMERCIAL iiiii ."-i t . • < Z -11. 11. II II-II-11-11=1 ]!.-n-ir n n-n it"i11=I W 6> 14=11-11-11-11-11-11-1L 6•SPOT TYPE I,21A DENSE GRADED •5 6'VDOT TYPE I,21A DENSE O i 5 UNTREATED AGGREGATE BASE ( 918CRAD UNTREATED AGGREGATE BASE (..L /("1 J E-STABLE AND COMPACTED TO A �/ 91E-STABLE AND COMPACTED TO A DRY DENSITY Of AT LEAST 95%OF THE SOUS Le 'C in- DRY DENSITY OF AT LEAST 95%OF THE SOUS STANDARD PROCTOR MAX-DRY DENSITY(AS TM STANDARD PROCTOR MAX.DRY DENSITY(ASTM D-896)TO A DEPTH 12'BELOW SUBGRADE a'1 D- 6)TO A DEPTH 12'BELOW SUBORADE ELEVATION. I i a 69TCI HEAVY DUTY m A' WAWA ASPHALT PAVEMENT SECTIONCONCRETE SECTION !, DRIVE AISLES/TRUCK ROUTES ND RGROU D TANK SHEET NUMBER PAD CS-101 )- Z W INC Aw 6r�..u. < 044 of ea. emu:r ri-w J wad-a.x °"u-A,..1TA Illir �.a ir.n 1. rs'—.I o ...... . Metal "� 'TY E II ii A.P..A W.N- 3.-r s-A• .. 10 Send.A] �'-1)�"RO a MM) + 2 COATS OF{' Y AN.,K wr�• 1.111 r MIRE BLUE TRAFFIC Icri tea,Ow* -I VWI- \ PANT(TYP) - N 0 d.�.A Y-7 i BACK OF CURB k,, PVC Arre L 471 �-� °�� ; PARKING E CONCRETE AREAS GENERAL DETAILS AND �e� f CAULK/GROUT DETAIL 100 It :`o Mee FOR CONCRETE AREAS GENERAL BOLLARD F r 5�IPE�TIVCU04Cow DIMENSIONS AND r o REFLECTIVE PAINT j Au ro WIT I.,.1-' R�14' SPACING AROUND 12' .,„.a. II, Aar'"'"on FAA...M BUILDING z ., > Au ,...... )" Gut NO NO PARKING SIGN(R8-3A) STOP BAR STRIPING ADA PARKING SYMBOL = 0 I dv,,,,,z... rp„, ' 6 BITUMINOUS AREAS . ........ TiISATit , 4, BE 2 COATS OF WHITE Ge�.n REFLECTIVE TRAFFIC PUNT4. Go r M-W.(M- *D a.P+ {'COMPACTED VDOT TYPE A^ <�, 1 AI.mole TO R 1Mrz "�^•1,0. N.�w Y.0 R'"�" SEE CONCRETE /21-A STONE BASE I�a W II. 1PVC y00.�,r INC BITUMINOUS LANDSCAPED a-"'e SIDEWALK SECTION BROOM FINISH �� °a Y a ..t-. � .�/iO/l/f70/I � CAULK/GROUT DETAIL P . -. ?�S L u"•..�.0 FOR LANDSCAPED & E ><�M100 '� AAA-. _�I.B"_ LL= • BITUMINOUS AREAS ..� SO in,1• I I I„ I,.'I'La rI, RA A u4Ai j ti oa..B.1 , n,y.,. YY intersec ECM tion M..or Qr. I- ■— 03 —: B� TYPICAL DETAIL + Y 8 I _ LANDSCAPED AREAS NEW CONSTRUCTION M COMPACTED sUecRAOE NOTE:REFER TO i NO SCALE NOTE. E SITE PLAN APPLY 1/2'THICK PRE-FORMED PLAN $ECT1ON GEOTECHFBCAL REPORT FOR FINAL SECTIONS AND DETAILS SE FOR PARKING SPACE EXPANSION JOINT FILTER a LI S DIMENSIONS AND DENSIONS 4�.1.TH OA,D PARKING LOT STRIPING CONCRETE SIDEWALK ii. r �1 �`. E y U RYAI4, .PERKINS 30" Liu,04d565 6 6 i 0 04/02/2021 9g O O FASTENED WITH ACORN NUT C) H C PARKING SIGN R7-8 W/ •YAM � y'I RESERVED RESERVED LEGENR AND OND-WHITE FREE"BACKG ACCESSIBLE" SIGN MOUNTED BELOW 11 o PARKING PARKING SIGN SHALL BE R7-8(12'x18') WHERE APPLICABLE (TYP) �, o m s t B VARIABLE DIMENSION - 5•-0" 1 s' 2.0 c w o csi = m '�^ cc 8 WHITE srneoL DN AISLE TYP; B•-O" AISLE FOR VAN o (� �^ BLUE BACKGROIND ACCESIBILITY ADJOINING H.0 STALLS fl a co N'^ ' , m s (1 IN EVERY 8 H C SPACES TO BE VANsTop =n `; B y ACCESSIBLE) R o L.. O�j—FASTENS➢WITH ACORN NUT o <S o 8'-0• 4" WIDE BLUE c WHERE APPLICABLE PAINTED * _ um new aroma VAN BACKKGRO(NDD-EN ETRIrLECTIVE> MILD STRIPPING — t4*'VTR' PROVIDE VAN ACCESSIBLE SIGN - _ , ACCESSIBLE z•x6 OU•) WHERE RE ]REO(R7-84) LA , dI - L TOW-AWAY ZONE W / 7 f S STRIPE CROSSWALK'MM 2 COATS O W Pf�lff Q W WHITE REFlfCT1VE TRAFFIC PUNT 1 _ CO />n MST Z EQUAL EQUAL ®- f,1' IJ/1 J P' 96AI 4•0. -LEGCNp-BLACK ~ < g'4 c Np,�(y BACKGROUND WM1TE(REFLECTIVE) ` Suxt SIGN SHALL BE R7-8P(10'Me) 4 dMOWi ' / 2 Z N NICE LEGEND,RED BACKGROUND) — TOW-AWAY ZONE ".SIGN TO MEET LOCAL REQUIREMENTSAA i W= - a0 STOP SIGN(R1-1) CROSSWALK STRIPING w NILE W O BREAKAWAY STEEL .2 1 1 f y A U POST ' LIJ DOTE SIGNS SHALL MEET THE REQUIREMENTS �. .- -.a..:y:-:::r:�.c IT THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ..00..wnwsru WAIN MOD r.xm•W.W" 6"x6" GRID FOR LAYOUT v PURPOSES ONLY Intersection = BLUE PAINTED HANDICAP SYMBOL nI ADA PARKING SPACE STRIPING DETAIL ADA PARKING SIGN DETAIL N T.S. y4 4' STAMPED CONCRETE I,r1M Mn Q N T S IN 'RED BRICK' W/6"2A I'I, /1/ N MODIFIED STONE II 12" Z L.L 1 W I 5ti'Um 14 Q LANDSCAPE 0) L.L AS REQUIRED (V CC r RADIUS Q w w CONCRETE 4"STAMPED 1'RADIUS CONCRETE W r OL L O C9 w CC ce PAVEMENT ,r 6' 2A MODIFIED < STONE I.I co MOUNTABLE CURB/ISLAND AND STAMPED CONCRETE DETAIL a N.T S SHEET NUMBER CS-501 i m 5 I-15.37'+{ y I I ADA CONSTRAINED < DIMENSION 10" 4'x 3'AIR MACHINE (r)EXCEL AIR MACHINE MAX PAD W/2 BOLLARDS MODEL iSC05 ACORN FASTENED o g 1D'-i AIR PUMP PARKING ONLY" 1110 AIR P U M P SIGN SLOPE TOWARDS L BOLLARD �� BOLLARD ASPHALT 4' — AIR SPACE, E (TYP)(SEE AISLE, AND - Pr (TYP)(SEE PARKING RED R BORDER - RED BACKGROUND 1 3 DETAIL) SPACE TO ° b " YELLOW n DETAIL) ONLY WHITE SIGN SHALL BE i • . BE 6" • Q • f R7-8(12" X 18") Ln $ CONCRETE PAD CONCRETE / 4' x 3'AIR FASTENED WITH1SLEEVE n I0-PVC p7s? (SEE STANDARD • `�I MACHINE 'LACORN NUT z4' ° 1. W DUTY CONCRETE a PAD W/2 I, , DETAIL) ° �° BOLLARDS 6"BOLLARD •~ C, CURB • • ° W NOTE SIGNSSHALLMEET W/COVER S , ASPHALT : �' THE MANUAL ONN OF - 2 THE REQUIREMENTS LL _ ONCRETE PA se; 4" WHITE •, .-� , 9.75' p CURB 8"W%36"D X 6 ' v °• . I— pi tt CALVANI2ED TRAFFIC CONTROL DEVICES.° °, Im Io BREAKAWAY 1 Y o .. e S B' k._,,--I <p STEEL U POST 3"— -�I • I I�- , Z 3Y '-10'�11'---+—5'— Y o C 2 • a DESIGNER NOTE AIR PUMP TO BE PLACED INLINE OF SIGHT TO BUILDING. t AIR PUMP SIDE ELEVATION AIR PUMP PARKING DETAIL N.Ts. AIR PUMP FRONT ELEVATION AIR PUMP PARKING SIGN DETAIL AIR PUMP PLAN VIEW DETAIL C NTS NT.S NTS N.T.S. U ?`> r WHITE VINYL CAP 0 ''o"2 6 . STAINLESS BOLTS o e ETA (TYP) co-e = 'n 8 q P NOTE.AA. FRDESMRAN ACCESS ROUT[ I 12 v RGE ICY ESNLTt�r CROSSES AA ORMEROAL OR ENTRA'L IIEv�Ta+ GO C WON.OF S FEET I' I .Dour 0 Aa =SSTTIEET N.M.SAE aaE/ONO GENERAL NOTES zE E k 10" % 7"WHITE ALUMINUM srmn'C PT A NIMK RON..ma NOTE sI S.I.snSTOREY LUs6ER CO..NC. - SIGN WITH RED LETTERS ` a a USED 7 i1ENT 'a TaFNi4 sT a io `� f Y T >rss ME sraEY rm NW.Po sax w -...1-w!Eal, eE AOAR:TED ro NATO Tit LCLxTASE'AV Y A I NwuC1EE.6cnlDSOwD . .' `V {aF 3 EMERGENCY PUMP0 Tau FREE:1deBe3L1e06 =IFI 001^0LR"101 W^g AgNE.(TOR 7Y10)5 SHUTOFF BUTTON SoloStOreU z.SEE STN..CO-II FPI OEa RAW CRS.To M �� i o G /\ r `�. FAX,(IOS12E01>2 sR xF4t USED nM OM STANDARD. �E< e BOLLARD SEE UM. ,WK, WAW'WI¢nr.mn _ N�TF�� �� \ �,� s �" SEPARATE DETAILFlora `\uaAVED$°"` s.a N L INCEPT NITTaE OE CONSTRUCTED STAI TO THE o0 p x e0R RAN FM CE, wn GAi'1 a ■ '�- 4X4 PRESSURE 0, F; +i 1 I �„�, OMITTED M THE ENTRANCE, TREATED POST IFS 1 - N�'oNi ..RADN CURS°R cvauTi cum»m OTTER . I SLEEVED IN WHITE m m m m Y' NOMAN311-8-r-O.OR AS �W NaEK ROIONAr CRCEPT Tc.«RADOEMT RAIPOSCs- ��eFetiEFFFIF E swL Nor eE oOraTrucrED TEroNO TIE RAY Lop VINYL �(� ) sNOWN ox rTPDK SECT.. A q ' CONDUIT k( TOG ' LIME03Meert v' PLAN VIEW ENTRANCE NOTES ri ANN RANCE TE 5 t 'l t, t 4 Q xYPMKOLIG CURVE TEN E p 5. 0 T1f DEPT."ORR SONAR.COMB RAPS MINN �. T nw�c REauascNrs v rrtrsnTm 1EAvr TRUCK 1'" Of, 7 L \X\`✓ '\N \7 I` Ti I I IJ I I _ et wx. D �s i.k nar.®TO Er Itt['Eu_RraslaaD c O.} 0� 31 L o \��\`\ < /\�� F w► w► e.► ++ `' oR ROW ll[� I4TIOE C1WIU m O 19E[ e K 6�OIM[D TO PIOR'�'vOE PoSrM1'E GRIM AKA055 1� ° \/r.� / // .AORmInw [�sEm>Da i O O INwE ROA.Ar NOTE n ;K ENMNxZ p RV PERKINS >: ea LAM. i —0 7 M LESEuaE AEm NAaRr wmAACE wAOE nlN1EFs LN:HO Oleees OMOE CNNxE q ME LSTED N TIE AuOWAeF pTIP' CRME '0 E �- � D `a1ic..� vnlEs ND NOT As.ucAeuE To sreE1 p OA/M/2021 0 - \�j�{jX,�,�\ % j\ � k 1`II� I R. s'� �wcE I INTERSECTION NOTES O ° ��/\�'(;�\�j�// I -I /1 .Q p. e. ERECT USED FOR TONED 1 CONVECTIONS.T. •O //�/ F ®CdBTPUCI 0R of CR.. WTN A PN BO C CWv[ AOSSIT�ON MUST 9E M ACCORDANCE Ts E /\ \ OF or nE vooT Rao oisw NHE YAVGAIRE aluc sTrowc z m 5- E Y \�A SECTION A- A sir psTik FAO R rInI[[lgqclRqE gritL•rn — ; m a W FRONT ELEVATION Im O>'K'D" i1°.OWONl OlOeRCTrw MADE DF ROLLED ALUMINUM' 11/f'SC1EDUME ED ALUMINUM WITN 17/e'O.D R.PORTIONTOPTCNAL K Qa`i ER gmo ory.PPOS¢FF1106 DRAINAGE W o 0O O= p N IX 6 01 Nmmaa'RATTEP ACROSS,IE MTERSEOii. a CO ti Io.$ TEwTDa mr�>m A¢aLMa wrMNVArNREER+erae TOT STANDARD MNGTNS. Err SECTION Errs UP To seas66' ALLOWABLE ENTRANCE GRADE CHANGES Cr n o < 'm to W I BOLLARD TO BE CLOSER A.CAPAPO.E R'vaR2R NA.MoNA MOM 0 N am.m ADILIPOW emou ACTNW Sr STANDARD 'R'I' B O1''°E OANGE =n v 1; 65 € u � TO CURB THAN SHUTOFF Wxm.4...FEAaTE1TFIE6AIIM WRACK.NOW.Le NWT.CORM INSTAl1ATXHE OPTIONS. SURFACE MOUNT vur CONCRETE ' ; [NiRNR[[VOW. OClIML[WAN. Y E] U Al o ._ SWITCH r.W eaF.n.m Ar¢roTTEarua FM6Iwcop1 sL uEE.s1 L. N°N WOE Tow ero WO o[ sa t0 0 R 1YIN11,1RI ERATEARArE WIQAON.r• STANDARD CLEAR ANODIZED "PLASTIC R�ECN NNCOMLKTAI.OR"nvel MANUFACTURED BY EEDE.I AFES 0o rro Ass sa TO OPAAPPG. MAT SHIELD SECTION C-C LOW LESS R.SOO NAP ARS es $ COVER BY IDEAL i°. ImE.`w'II"rir�omp'N+' `MOrI*�nINM..Rwrrm..e zsn CURD ST p d SHIELD ALL PERMIKE NArwEm DETROIT,RE Ee209 WE.6.30Wica 10 0TI1 ST°3OE[0i6.E I NOT PHONE Ideei7s-e659 svc COVERS TO BE TIMBARRIERe vuiaN 'VPINFT' E c WHITE OanHVNC•MwTNORRRAM40.1N.WwEI STANDMDBICYCLE RACK DETAIL Rn[RE s METHOD OF TREATMENT ROAD AND MOM STANDARDS 1 a NB m (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) IEv3ON 031E se5T I or 1 Cn lIt ...... MGM DEWMT[N N0 0 OF TRERTATOI 07/15 203.04 e PI'MAx •NreCcomOntaanniCwwwenvo. WwfMLe60E 1 CC-6 cc IF I A —/ 6 c A II' - TIROCTd 1% J2" El STOREY LINDER CO-NC. NOTESI � - 33 P ffi SEE STOREY RD NW.P.O.BOX w , 'NW' &/I PLAN VIEW 0 ARMUCIEE,GA so1[BDwB L TI6 Nod WY eE PIECIST Pt CAST N PLACE. 4 B i— -: LLJ U TOLL FREE:1-0eR03Fte°5 O'R TEPN r nar•aivs AT r us N PLACE. L� �� �` ;.:- S'- \�� Q I.III���� —� W e PHONE.VOA 2141eD5 EMERGENCY PUMP G.L Of@y FAx '� 1 CONNAFEFTA• °"``CE OF"M. WITH BUFFER STRP S Ww.R10RRRmn 51TE1 BE PTO Fa AS MD.CONNWTON �- W ii OUrTER PNI SIGPE A :om.T r,wppl RNs LENOTN LAE�RW/NR,et CURB a CUTTER. ISEE TAYEI g[TAM/ LATER,TIC ROTTEN Or TIE CUM a CUTTER .. —J-....- _ r SHUTOFF("E-STOP)DETAIL 6 4.FOR LAT�e eTNOF T.CU4.ADED ITER R 91EN IXITER`"Yoe ��`"N I— y�Ny r0 70I lINOWH R,WIP LENOTN oITTEN OAN 4ARRAY YOP[301 K AI®AS CaItSES NO l0 TIE OEP1X Of �� /� N.T.S. 111.1.10.5 e�lsOAOs " 5.ALL DF PICRITERIA AFOR THHE USE CLANSMAN.Gi-8 I s„wLs.o°.I,W E I —� .,// �.t LEMON SPEED a SHOWN N APPoom A OF OF Ro AT cure FACE WITHOUT BUFFER STRP . y Y'A ONNO [S3N TIE SECTION C�ATA . RAN OF CURB MI A EXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT • �,\4 NMSECTION A-A rMr" E M,elLfml! Es maw �•. r aIECTAeu ' aw 2 4- ��• _ WNvnc waAEa� FERNsse�F _�� Nose. ��`� �,�� T irilliMEMIMI II 51 II Ii I1 IIi • ‘11-- ` R0.5. � I I !I 1 11 i�r D e D. SECTION B-B \i • oyW �EF� n/ i. T L L. ,J _ NOTES w,�:L ONE DIRECTION TIE BOTTOM OF M DER,WD Fa CM..NOTES ON TIE DETECTABLE WIMPS SURFACE. ONE DIRECTION WITH BUFFER STRP Z L.L J ,.'. T RI 5' E I,W,i,� FRNTEI"°1° r r.o• DRIER WY E CDMTRDCIEDS[C SLEET Ter s. WITHIXIT BUFFER STRP _ TO THE REG ESS ` L RI S' 1I� 1LAY 0pyp1ET[ PARALLEL o[vrN 6 T�6 I. GUTTTEN OF A PARA LEI RAMP 6 l PATER TO 6 FEET TER PAN�511i'�B A IIUNIEI 51art v 76IA 1E ROW 06(NN[: CD ' I NM AT TI[OPTON a IT E OONrRACTON COMESWSW EICrDED A . 0.0NAL PL/C EN1 5 NOT PONE11[D 1Or.PRIMYM MIMEO TYPE-_@ PARALLEL _cssR N. wO c.. Q W Z >< Y awnI00I.or,®�� a.w N TWO PAT VOWED KAMMMet rwt•LK:ATION "R®..0.0 W AAPPROi'eWRw�Nom.cT® URWILTIIE R,EETrtmWAn p ABM lwTaT NOM RAQ AM ' N� 1AY`ENcrN a N.A..oDW POI�AN N MP RNORA, .T,T,EDE�..nNOTEOIERro `e 4 I.�AaI «••••,L _�! W j °NTAR.TN°..¢¢PERm., e R O � s e e° Rawl om.o.reeIMI1.KR nwn�mwr CRRFMOW11.1.0 naPro>.e e s CROSSWALK'RA.. TWO DIRECTIONS SMALLER RADII E CONCRETE SPECIFICATION TO MATCH e ¢ /�/ STANDARD CURB AND GUTTER 10 ° WITHOUT BUFFER STRP TWO DIREC S�LARGER RAM I..L _P W TIMBARRIERv '• s WITH BUFFER STRP Ce N c O EwE[TORNI°1 NAAORNDNNwE SPE05GTO. •TY1T '5l7 'T' A OPT OF THE OM..SE4E0 NO WED DRAW,.IS ON MC I T E CENTRAL OSF.CE 006CIFNwi CN 1 o i - -- COMBINATION 6" CURB AND GUTTER "0Fa NDVMOE VINC9AOS DOAD 300 MOCE STNDMOS CG-12 DETECTABLE WARNING SURFACE REFE0NR 331 m SPILLING CURB AND GUTTER (24") ENO,W a„w m W,W ,,,a, m ,I,„, .YaDN NTE I �«T �10FT 1 s REvaw o.TE TYPED SPAR L En)APPLICATIONSoF co i ,,, aP P EN, TR N RT,T� 201.03 R N PROW i '" m E -- i -- ,' NUMBER 1 CS-502 Piott.a ByMcCrea,Stephan Shoal Set.Kha Layor:t.CS-503 SITE DETAILS April 02, 2021 03:01 55pm K\RIC CIV\113359-r moue\DO' -route 29 and aremhrw\CAD\parsheate\CS-503 SITE DETAILS,Ewtooth..This aacument.tooth..*MI the sancpls and awaaware.g pres.nl.2 he., as a,.astrument el wake is lntmdad only Is the wworc popes.and ellen,Ito*bleb It eae prospered.Reuse of and impr.pw'Nance on Ms d.Clfl nl withal!will.,outhanyobon OM odeet,t211 by Klmlry-Hpm pre Aw ,d Aweteta One ..a/.: E — ' t I I 1. E., , . _ _ G.), ____,___ _ a ' ' I 0 :.i. m MI', c . III • Z. - I --- IQ S , /A II ILK - - $ m , .,i m m .0 0 m D fir M ? 1 ' tv C 0 , i.- 1 n n �1 Z sP s Z I � ' j O D ,' m ~ y i0 D8D -d > o n M Mal X.y an as g an 5 4 O zo om - FocRF a < 4, 4E F vF w< r idly �' IMIl FI4l =r' øio' • 1 1111111 Ih = 111 I 1 �IIIIIII1�11 =. ' ., ililil '%I!ili,110,9 0,,, -11 .i 1,i m 1461 1' , 1 1:111! all = =IIIhh1{� -t I ',-iTill ''i��'�''111 = ' rnr 1 .'�1 m - �, it1 41 Ir.'111'II t" ��II =1i ililil iiiIqiIi !Ii1fIiii 11 - h D _ 4Ii'il11i1 = r ilii IIIII �Z ':i�ig =. � - / ' �Z � 1dé; x i a R 0 • ,I PROJECT n WAWA 3358001 9�• Kimley> Horn ROUTE 29 AND SITE DETAILS oAf°ji\` SHOWN \ I EASSOCIATES,1700 WILLOW LAWN OR,SUITE 200 MOND,VA 23230 o W GREENBRIER WC BY CB; YC yaZ � �E 6Z CA) '3 ..BY STM 44; y • WWW KIMLEY-HORN COM ALB_MARLL CUUN CI-LCKED BT RR,, No REVISIONS DATE BY m 1 STRUCTURE TABLE STORM PIPES GRADING LEGEND i STRUCTURE NAME DESCRIPTION RIM HEIGHT PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV (IN) INV (OUT) TC TOP OF CURB ELEVATION O 6 SIR.95 DOGHOUSE MANHOLE 440.99 5.06 STIR.N TO SLR.96 56 LF 13 N RCP 11.831E 4.76.62 130.00 SIR.99 VDOT 5T0.01-36 7(U•8') 444.60 98 SIR.99A TO SIR. 15 LF 15 IN RCP 2.017E 442.00 441 70 BC BOTTOM OF CURB ELEVATION L TWF TOP OF WALL ELEVATION I SIR.99A SOOT SID.01-39(L96') 446.09 5.24 SIR.100 TO SIR.99 82 IF 15 IN RCP 10.001E 444.97 436.72 BW BOTTOM OF WALL ELEVATION TI- TOP OF ISLAND ELEVATION O SIR.100 LOOT STD LLH-1 452.74 7.87 SIR.101 TO SIR.SM42 116 LF 15 IN RCP 0.507E 451 75 451.17 BI BOTTOM OF ISLAND ELEVATION FLOOR STIR Ka LOOT STD.09-3C(L-67 455.88 191 SIR.102 TO SIR 101 106 LF 15 IN RCP 0.501E 452.28 451 75 S FINISHED SURFACE ELEVATION TION SIR 102 LOOT 51D.01-1 455.4E 3.17 SIR 110 1O SIR SNI4 7 LF 15 N RCP 0.50% 445.48 445.44 P PAVEMENT ELEVATION i o STIR III 10 SIR N 110 32 LF 1S RCP 0.50R 445.74 443.58 G GROUND ELEVATION 3 5m 110 LOOT STD.a-38(L-e) 4s1e7 6.39 RIM STRUCTURE RIM ELEVATION SIR.112 TO SIR 111 35 LF 15 IN RCP 0.50% 44&01 445.84 ME. MATCH EXISTING STIR 111 VOOT STD,01-3B(L-6') 450.91 5.17 ce SIR.113 TO SIR.112 66 LF 15 IN RCP 5.087E 449.44 446/1 2 SIR.112 SOOT STD.01-36(L-6') 451 47 5.46 SIR 114 TO SIR.113 94 IF 1S IN RCP 0.507E 450.01 440.54IS i SIR 113 LOOT S1D.MH-I 455.56 6.12 STIR 120 TO STIR SWM3 55 IF 15 N RCP 6.561E 451.50 44792 DRAINAGE STRUCTURE CALLOUT 5 STA.114 LOOT STD.01-26(L-6) 454.46 4.45 SIR.201 TO SIR 200 33 IF 15 91 RCP 0.507E 449.26 449.09 HENRICO COUNTY STANDARD 2 SIR.120 LOOT STD.D1-3C(L-6') 455.27 177 SIR.SSW TO SIR.100 29 LF 15 N RCP 0.10X 445.00 444.97 CURB AND GUTTER 6 6 STR DOGHOUSE MANHOLE 454.64 SSs =2022Y7 SPIWNG CURB AND GUTTER STIR.201 VDOT 51D.OI-3C(L961 5 SIR.WW1 OW // (4 i SIR SNM2 SRN SWM3 SW / GRADING NOTES a �Fi SIR.SWIM S II ../ aSyP+o /// L wd o / SAW/X7I UNITS(TYP) Dee I'L', 1 THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN O <° 6 / CONTRACTOR TO MATCH PAVEMENT �\.^ / - / ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL i r o / OF DRIVE AT CONSTRUCTION c // - PLUMBING CODE _ $�1 8m $ / / j 2 PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO 'OS m g �K',�� / / CENTER OF CHAMBER �^ i I S - _ �. RCP - ' �IoAi f / /�j� -R'' / 3 VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES \i $w c1 -,f - --C�'IL f. '- y''.�. fir- ::ali WITH HEIGHT GREATER THAN 4 FEET ^] `�' Y 2 ,,`'.4' ,o ( �� t V" UT 1 fy.'" 4,.ts 4 ADA ACCESSIBLE PARKING SPACES ARE SHOWN AS SHADED AND n.Ab b EN g0 I '� - of DESIGNED WITH A MAXIMUM 1 5%SLOPE IN ALL DIRECTIONS � s sC° •G " /i ldt'a U.g,E al`J�i by 41t,pg- CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 20S IN ANY x� v E I . / Ev u $TA ( 3 .. Z FS CONTRACTOR TO ENSURE MAXIMUM I' ASSET(VA)CHARLOTTESNLLE-1165 PEPSI PLACE LLC DIRECTION 00 t Y �.. ..25 CROSS-SLOPE THROUGHOUT D B 4722 PC 213 N� a CONTRACTOR TO REMOVE DOSING a\\ 1 I /F��"iI - PEDESTRIAN CROSSWAIX D B 2359 PG 589 (PLAT) 5. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE SHOWN AS ■. p£ STRUCTURE AND EXTEND PIPE TO .' - PARCEL ID 061W0-02-00-00280 SHADED CONTRACTOR TO ENSURE CROSS SLOPES DO NOT EXCEED u ' II _ PROPOSED STRUCTURE 99A '\\i' ��Ct/ �� " ZONED C-t COMMERCIAL 20%AND LONGITUDINAL SLOPE DOES NOT EXCEED 50%. o o p/� 4 __ iti 61�P` OP i f -`4`© EX.GAS LATERAL TO REMNN CONTRACTOR 6 ALL CURB INLETS TO HAVE REBAR TRASH RACK INSTALLED 5 s9,•� �\y/,O dI•'.bh +� �` ' TO CONFIRM VERTICAL LOCATION OF GAS - • yc L} 4' G Ok _ N •.7 \4 UNE AT PROPOSED STORM CROSSING 65 •- 5 III �. . \ I,y `Asia �`446 i LOCATION 6-STEEP SLOPES-NANACED-AS AIe BpLTH OA, 4-'- -'�, - 4a6'1 nENnFRD ON ALBEMARLE COUNTY CJS(TwJ ��� :`O ,0�4 Gf�e 5 =j y ` i I` s,,, GRADING NOTES (�• LOCATION OF'STEEP SLOPES-MANAGED"AS 149.]6 --- +I00_LC 4 r 447 1,R., �• ♦- . t. : a48 l\ STORMWATFR QUANTITY. O RY PERKINS'4� IOENTFIEO ON ALBEM 52-COUNTY as(TIP) 56 28 ©"` 1. `\ o ':,,i 4 " esl' i "� 4sbza �• '�y, � R��� ( &`\ uaNa919Las 9 3 i iI �, .: F _..e>�'•�'ygAy; �._ 2. µB I,\ "'�-- 6.soo cF OF UNDERGRWND;- TO ADDRESS STORMWA7ER QUANTITY REQUIREMENTS FOR THE SITE. THE 04/0./9021 f .,�F�y.. I 4- 7 �-• 4i� R.._. ,c.%Y.'�s4''�•�i54.a5 �� 430 �.�® STORM WATER MANAGEMENT ENERGY BALANCE METHOD WAS CHOSEN THE LIMITS OF ANALYSIS USED O f 451 4 51.95 . 4• 04. �` t - A::-l"F4 v�c7"V'"V FOR THE ENERGY BALANCE CALCULATIONS(2 57 AC)IS THE LIMITS OF ep- .., S I 1.2(Pu -�� fe44'd \y" T*� _ -- - �c (� __ __ ast 41.1'l`a' -o"J �" "tea='�'' 1-'t - -152-47_ 5 e�+` �� T - a > DISTURBANCE THIS SITE WTFALLS TO STRUCTURE 98 AND THE EXISTING OxIy ^ '1' f1 1, �` - a555o STORM WATER CONVEYANCE SYSTEM CONTINUES DOWNSTREAM WITHIN t� - - +55.di`.iST _\ , 45a... ■ 4sz• +•.�1 aN� GREENBRIER DRIVE. THE ENERGY BALANCE IS MET FOR THE 1-YEAR STORM 7 m C. Y ass.DsI • ® + Iftwr: F5 • TC as36��_- 3mN 11 III' N• IIII1 4 36 eri� TC ion �4 t WITH AN UNDERGROUND DETENTION FACILITY ADDITIONALLY, THE .lam in gg a c 454 72, /� iiiiil II �I loll"If HILL 111:1114 �,•„�� l p ��� POST-DEVELOPMENT FLOW FROM THE 10-YEAR STORM IS GREATER THAN W O �O I \ 14i .i IIII II 11 485 �/ 0 _'. \ o Iv In \ i THE PRE-DEVELOPMENT 10-YEAR FLOW, THEREFORE. THE UNDERGROUND __-_TRENCH NV a53 50 10'PVC o 1.00R I 453 c0 CO \N /(( '', 45a 4' ".� Q DETENTION FAgLITY IS DESIGNED TO REDUCE THE FLOW LEAVING THE SITE a v7 r 453.23 a5J.61 ( �Y �` 6'PVC O t OOR \ / 4-�(q��� 4 • ` 0.Ih< < m C 6-PVC o i cm li •4 4 455.05 a5.75 _ _•4% a �� rit �• �! SEE THE STORMWATER MANAGEMENT CALCULATIONS ON THIS SHEET n O m m • a �k'F - Fs c) F - iT4S77t• 4 - 'rasr^u: F,_- CHANNEL PROTECTION AND FLOOD PROTECTION REQUIREMENTS ARE MET L� 3 E 454.27. r, 11Igv ,�,- - 454 +�' 1131P% ,.A 1,- ` � �' AND NO FURTHER ANALYSIS IS REQUIRED x- o < o . a Q 'n 454.50 •n 454.76 v n 4 1 rtq � N f ',�I/{_ , �•"• -' ,'1'i o o �i CONTRACTOR TO CONFIRM :1 a 4.•. ER 45a26 I 1: /r_ a�`I ' , ,� L a5606 Ti I £ VERTICAL LOCATKN OF GAS LINE I .••.� .•• ` ..-. ■ .12A 41E ` C _ - - - ! Ili - 470RMWATFR QUALITY. AT PROPOSED STORM CROSSING I 1 ''••p T '', U �" 4 .84 t., r /./.L nit ( �AgATO�R I 4'.4 ,-.'._'. C� �� �' 7 _ _. / � � THE LIMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS(257 Y INS N 450.00 a?N I ,�e�•. ?� �a -45 /� a I 46e / I AC.)INCLUDE THE ENTIRE LIMITS OF DISTURBANCE FOR THE SITE J INV our 449.m / •+ Y••\+•, -i u7 /g _ ..� ; s EI `� pi 1I I PHOSPHORUS LOAD REDUCTION IS REQUIRED AND WILL BE MET WITH THE - ..,O3 I • IREHQIOUTLET I •••n ISS± , n 4 .4 2.26 ACRES --fie•PVC•1 OOR R I / 1 PURCHASE OF NUTRIENT CREDITS FROM A NUTRIENT BANK Z I V,' ^^ ` J TRENCH NM 452.25 I IV454.75-�( �Q I �{ a .44 / c .� �a\�mm a; "'tC I PIPE NN451so I :• `,I -•,�•,• TF ,• `T9a W60-FB-VA 4� _ I �P \ W \ ,(/ I _ 72 72 I Fr E-, U cl.m a •I' "'{'R1 •i I Ix.- (- •• -I ass.00 aril.®\!�g FIFE 456.00 5 "'F i .. g W,' 4 N V �ss"7al 6•PVC 0 1 0071 s7, I UM. 45 VwWA SPACES 4 '`! ' ; * id / // ."� G j `/ F. if, Ng I s 11g.' Pre-04wb9rrlent • rJ LJ ol I I 4_... 7766 ) --( `Fl J i I 1� eI Q fy m N P N C I � ..'_I :.1 1 a 1 4 T, ' • s 5. ,I 4 ,,,WWW777 - f I S I I'--� ,� r,�` Runoff Curve Number(CN) 86 1 •1 ri '+r 69 TC n a TI a 5. •'n 455.76 S I5562 CLEANIXIT(TW) 1 `/ C a , .,ai.2 4 1 01455.28 s :. �I� �/ ' I' Y I . Y Drainage Nea 2.5]acrn Runoff Peak Flow h sasi 1 Impervious AM, 1.44 acres Warne 15 • ~ <m 1 ..r1.4 d ��ir� 488 • •Q-. 455.88 1 1N ` ,� 1" SIDrm Event m` S U CJ `'! / I I - - �IRa►a NV 45300(TIP) / _ - .r,, 4 /6S'J8 I I ` S'1 I x Managed Auf 0.84 acre 1.VYr 14,199 756 �T s�v 42 a_ / LlEANOUT(llP)v•• . i 76 ) % M `` II n r. .1 / I s �� � � I,`�`M�� ( Fares(/Open Space 0.29 acres 10-year 17 16 Q Mr, LUfbOS NEtTVOR✓ - "'-- - - - .7 \• _ _ - 4_7 �� 1 nnr of[oncentr•opn Rcl I SDlmin Z ry , 'E ET TRENCH INV 45450 P "i�car e - I� r Y men' � • 00 1 ASE 1 - 45550 O 4 .. 1 car. • ���\�Ta a �.-13 45.:7 -- _- 158.7� �AiBE •h ,AIIP.F �`\ i I f1 P9R-0evflgpnNlR lhbr tP blRin[I Q E D 4871 G 24d +764Q�a9iE4, \1� lV.\l F w L.L 00 F c s t `mil A�f W i ASS 459.36 Runoff ( 1 Si j _ - _ f 1!/ • Ru Curve Nu Storm Evens 4 s�v l 45]'-•_ - _ :©.- ' h^/ �N. ^' \• I VolumeHV Peak Number CN (Il 41 h • -459 -�_ - �r ••max�?- ,{ �� Th, r '-,I Drainage Area&mamuusAm 198 257 acres IO',Mt 1-year 16,730 1982 iiCYP) -- - -- - FENCEANS / _ FOrp¢6I / � nentro0J, ,09l,fi'°II 40 GAS LNE EASEMENT I n. O-\�:' DB 290 PG. 434 I Channel Protection Compliance �. h 6 D B 427 PG 500 < D 9 1683 PG 33' Energy Balance Eq�anon,1-rear smrmm A 0 �/ C I Improvement iac< I.F aQyrealNyrr/RVpost E tf 08 a 7.56.14199/18710 Z Et us I I 946 . 459 W i ) RMD PROPERT.ES LLC DETENTION REQUIRED < V/ li S D B 2217 PG 191 DB 407 PG 55(PLAT) Flood Protection Compliance " n m .` •''+�' ^�1,PARCEL ID 061W0-02-OA-00200 ZONED C 1 COMMERCIAL I. GRAPHIC SCALE IN FEET 10-vea smrm • Q `0 15 30 60 Qpo,, pre Z f, i NOP- •I 19.02 17.16 I Q W DETENTION REQUIRED W 3_ i s INW 04ve1ppment Summery(Routed flows) W Z. Storm Event k Flow c 1. gkfsl O C O 1-year 451 (4 Required 4.59 cis) Ce (9 W _ 10.year 16.80 I•Required 17.16 cis) - Ft a 0•i 10 ,,,,i SHEET NUMBER Yr.r CG-101 I°€ co 1 UTILITY NOTES p A` 1 UTICONTRACTOR ITIES PRIOR TO START OF CONSTRUCTION AND NOTIF TO VERIFY LOCATION AND DEPTH OF ALL KIMLEY-HY �' RIFY ADEQUATE SEPARATION BETWEEN UTTILITIESRN IN�CAN BE DER TO ACHIEVED AND NO CONFLICTS EXIST E_ .11 2 ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CAN N 9 3 WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER 2Fn d PIPE ON BOTH SIDES OF THE METER 5 Ix 4 RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL BE PROVIDED WITHIN BUILDING MECHANICAL ROOM S 5. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN ALL-WEATHER BOX OR DECORATIVE COVER 31 6 REFER TO SHEET CV-101 FOR ALL EXISTING EASEMENTS I 7 REFER TO SHEET CE-101 FOR INFORMATION REGARDING i ABANDONMENT OF EXISTING UTILITIES. 5 i �0t 8 REFER TO SHEET CU-501 FOR ALL UTILITY DETAILS i t 9 ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC-RATED n G i- / t 61• ii nhOO .4' O wo Z 1 TER8. E a66i—, � ��/ Q0y a ER uNE5At11TARr 4 �,,y� r w .%- YZ a Q, EN gga I� 9I` jR 3 i r: /A0.A157 Rw OF EX.SANITARY SEWER /• -16 OHI ASSET(VA) CHARLOTTESVILLE-1165 PEPSI PLACE LLC N v_ 3 MANHOLE TO PROPOSED GRADE. /.- _/` D B 4722 PG 213 `8 I ''/ CONNECT LATERAL TO DROP NG ,,/ / AI / t`. µ,` D B 2359 PG 589 (PLATI ■ �g MAE S E NI1N INSIDE DROP CONNECTION p i l �,s'� 0 ' (SEE SHEET CU-50q F ,y PARCEL ID 061W0-02-00- 0280 o ? - T � /5" • w1 ZONED C-1 COMMERCIAL ■■■TIC 1 EX CAS LATERAL TO REMNN.CONTRACTOR $ O >a'Ih #�9 1pbj> / 14 I TO CONFIRM VERTICAL LOCATION OF GAS hp ��tAST CJ�dr�% \ i � LINE AT PROPOSED STORN CROSSING • Tx o J//�i"j ` SEE UTRITY NOTE 1 �'��\` / /' �� • \ I:p - - 0�4� f/°•••��(� 6 3 f FOR GAS CROSSING J.j&"- .* /"'4615°� \ 6VCO-OP IT `f�l •y // ' 1 __ /� .G ...•t'y` ,.,� •..� tA`a1e�" V RYA/ PERKINS r 1 E NH B '`� . Ar... �►RM. u791 1 .y Ok�d/•�Z� M.No.posses 9 3 3 — — ".`e v2 eked'•_ - c;wV N:4/3.6J 6•PVC -G G _ ` y `; d) iLA (�(e��'j����Ro2 6•PVC•291% / C G �: ■ NAN ■ y +/' a 11111 1 II,VIIIII I v�ll [litIllllllll/ GON,RACTDR TO CONFIRM ��k�� \t\ W a O = U N 2 I IIII"�II'!' IIII�I APPROXIMATE LOCATION OF O II O N �+ m S --_.._ - • CO-1 GAS VALVE AND RAISE TO A p■D \ I IIII!••� 161 •M:454.32 GRADE, APPROXIMATE LOCATION OF 'III t M .I,: • y f II = INN 446.T0 6•PVC /\ DOMESTIC 1 5•BACKFLOW \� I a M p ' •' I ?IA�' 1 - - • _-- O 'PREVENTER YA.,.. BUILDING 70}r,_ I Y O w ` IilLppi1. `v'� C I 1-5/8•RPZ BACKFLOW PREVENTER , f. ` j ' \ \ \ i 6 NIH UNIONS FOR wNTER REMOVAL T II I I , .- Wawa \ \ \ �. \�.�j EX 6•GAS lNE I c o 10 LF OF 1•TYPE k'COPPER 4 ■ IN • .' 122 IF OF i ; \ \ •' S 6•PVC 0 2.91fT • •_ DOMESTIC WATER LINE I ' . \ • I > >r 2 26 ACRES "`F'1 i c 1-5/8•IRRIGATION METER I 1-15•DOMESTIC WATER METER { \ y ALL CROSSINGS 70 'd ,-2'caRP STOP W50-FB-VA I I BE COORDINATED K. ,O n•mml la •d•�• rY O!'� f .• VATH COIWBIA CAS I °D a E,-,•CORP STOP II'I ` 6049 Sf n =I I�11 1-FlRE HYDRANT ASSEMBLY . • N • € FFE 45800 W C\ T' G _ APPROXIMATE LOCATION 9 1-6•GATE VALVE • m - _ A 48 WAWA SPACES II , \ \ J OF E%.10• 1 WATERLINE • /'� • CONTRACTOR TO YERITO I •• - .. , BLDG 1 222 LF OF 3/4'PVC WATERLINE ,C \ I LOCATION PRIOR TOE y • M'458.00 1 I.L ul: ��� _ I ., ,• Y TO OIMPS7ER HOSE BIBS 9 Cpi�ECTIONn ■V, ,7 r' S LF OF , iT !~,Fn rc- . . 11, "' 'y' 1•r�• �■ istryv.rl y� 6 PVCC■ta• 1!. NV OUr 452506 Pvc ; / L,,Q�\�_ TAPPING REEVE w��ll"1��� ` • y BLDG 2 0 � '\ \ Y L ^ONNEC110N'a ,''IY I i• r t i ,{ �_ 1 �.. NV OUT 43250 6 PVC" „j,6,K ■ \in H E.1 44 LF OF 6•DI WATERLINE f 15. LUMOS NE CF.K...•-- - _ J !4 ' -' `1 \.) ^\�•O\ I �_ IIILiIW111666iMII r"""� 1��IIgoiIII/ -_ .: �n!Yr..'� -�- _�, >. — .NN 452.24 e•PVC -�-'7( ;'..-- 7_ / _ -_. __ 453 LP OF 2•TYPE•K \ 6 Li OF FENCE MEANT AS -`—F I �\ COPPER fVIUFSTIC WAIEAIJNE CO-3(2-WAY aE44*1T) 6•PVC•3,921� ALONG P/L i E 9t P�0 _ -. RIN' 455E19 �. Pt, Ica 2- I •2.OF INV IN 45139 s•PVC I 'Tf�IMi7ED PA.R iNERSNIP �L y Olt 40 GAS LINE E48EMENT 6 tY 6•PVC■2N7{ INV IN: 451 J9 6•PVC 4; -41 I INV OUT: 451 39 6•PVC NV P:45193 6•PVC D 86 290 PPG 434 I D 113 G S3(6 F 6 I t0 LF OF PARCEL D 30 G '0�02 P00�00200 6•PVC 0 2.915 D B 1683 PG 337 ZONED C-1 COMMERCIAL , 1500 GALLON GREASE TRAP 0 �/ i Gtt rt/ I INV OUT 451 68 6•PVC 8Y Q W — fjt RMD PROPERTIES, LLC I Q L.L V L I D B 2217 PG 191 I D B 40'PG 55 (PLAT) PARCEL ID 061W0-02-0A-00200 I N gZONED C-1 COMMERCIAL < W W t "P HDW Z. 0 0 U 4 � w cc I GRAPHIC SCALE IN FEET am u$ 0 15 30 60 1 _J 56 S ci SHEET NUMBER a; CU-1 01 Plotted Dp.I#CCrey,Stephen Street Set.Kbe Leyo1LCL-101 _IGIITING PLAN April 02.2021 03 03,30pm c.\RIC-C.V\113359 -rendud'001 -route 29 end orenbrin\CAD\plonelleete\C'L-10' ..IGHTING PLAN dee Ibis document.together with Ow eencep10 end designs present*herein le on melrument or r.Ace a intended only the Mec r.purpose and client for which.I dos ergo-pod Reue.ev end imVrn.r nellenc•en Ws document eRfeut*Men outhserelen end odeslelln by Kimley-Henn end Awes.. Inc Mall be.Il1wt IIenlity to etmley-Hem end Aesblw Inc SEMINOLE TRAIL U.S ROUTE 29 (VARIABLE WIDTH R/W) g e e e e e e e e e e e e e e 6.8 c07:PC.1133 9 S,H P e' 1 PG. 22 a 'e' a "e o `e n e e e d g e e -, d P• ne ao72r9 24752.- $H P'B g P6 230 w e e d e d d e b e p e e e e y ens d . e e e-:.fie-�-ew$—Br,,ifit � _`itt ke .tr d ew d d e w e .(`y d d d 01 d d d d e• d d q -- ' —W ,,d w o L-4 e ii1 � ab6d d d d d d4ereA/���:7-- - ,,ins. -..%--`s zagt,,yar„,'acv,-,_.�-,;.-„ -- ,„_ e e 1, P e-Eelkis1 ATT% f `L'4- -,�pp-e__' __ _TV_ ,, d — -e g e---.,--.-_, -0 _e ms' $� - ,'1- tb a',1•d:it .I F . . .'a ''' - e e e e e e e e a e r »I- • if e, -`�-,.rI : . dr'-. -., \ ' �C d fie,[ d d 'e e e _— d d d d d d d le 1'.1= �SI?✓t y .' 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OId ei- CO Q l' E o E SHEET NUMBER a€ CL-501 Rolled 3KYCCray,Stephen Shoat Set.Kha L000u.CL-502 LIGHTING DETAILS Apr 02,2C2 03:03:53pm i,'r0C_CIV\11335e-renoutt\001 -route 22 anti are.npr.r\CAD\plorsh..t.\CL-502 LIpt,1NG DETAILS Idwa This dacum.nl,together olth the contests end cosigns pre.snted h.r.l, a.an,nelrum.nl el earwig.,is Mt.naS only Iv the wed'.purpose and Owl a.nigh It.as prepared.R.uea e,end impep.r ratan_.on Ihi.document without written authvldation one Odealatien by KIml.I-Hem end A....lat.. Me tad Pe NlMut Ilablety to.Imlay-Ham and Associates Inc 'i �El"=lllnit��Iz��+�+�lil�;i'f�{rt� 6iltg;l r �! ;� ii 44 f'��I ,' � ' - �� 1I #!� E t�� ! !{'tf 1I►f `tl�yyl'j'''i}{�5{11 i'i t 1 iT !t 1 ,:r 1r +�� °� idSir ! 1flf Glf•nf•nP t I c1t<< �s9I=:� ,�� #! j��r,i}�� �!'! t I,I , ,. ;�,..I;i . r r r ` �� ��IiII r °tl�t� `'t! ! Gl 'gt!(ii ��i 1 ' tf/ II I� !J,1,1' ai. { „r 1 .• 7! 66 t $ i { ;� lit it} �i S �f;`if i i , f i Il . {is .. i.1 a 1i``!9 il, I S�#���t� t ' (fir I i i 1.1 ; 1 Mill v..' 1 1 , : „ „ il , i r„-.1111111 1111 ill': - 'A GIG ; : G Ft�:f I : G 0000 gar , ;., t 3 9 0 4 11 ['I 0 0000 000`° t •r �'Y °iIi i ;ic 7 5a .'G [lie d G g gill • • '' =• ilil1�3 i d� I , G G i r KHA PROJECT WAWA ATE I. � 8001 Kimley>>>Horn oa/o2/2os1 ROUTE 29 AND LIGHTING DETAILS SCALE AS SHOWN 0 6 DES'GNEC BT' CBBO 2021 KIMLED-HORN AND ASSOCIATES INC 0 m G R E E N B R I E R 1700 WILLOW LAWN HO S0;673-3082MO�D VA 23230 N A DRANK BY SA( WWW KIMLEY-HORN COM ALBEMARLE COUNTY ". CHECKED BY RRP No REVISIONS DATE BY aCORRIDOR ALBEMARLE COUNTY-ENTRANCE CORROR OVERLAY DISTRICT&SEC. .S m i Location end Requirement Width(LF) LF Required Provided (4) PLANT SCHEDULE A North Property Line(Greenbrier Drive) 70 Large Deciduous Tree(1,. 8 large Deciduous Tree M70.4 Median Shrubs(1 per 5 L�� 74 Medium Shrubs /I • TREE CODE CITY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS iG LANDSCAPE SETBACK ALONG ROAD LARGE SHADE 10 352 /�� `b- I STREET TREE(2.5"CAL)ma W/INTERSPERSED - J (8'ORNAMENTALS (/HT)&SNRLIBS/S N/A OrnamentalTrees al Tree(Interspersed) Ornamental ! _� . (,U AR 4 Acer rubrum October Glory October Glory Red Maple B 8 B 2.5"CAL.MIN Strong Central Leader.Matched Y West Property Late(Senronlle Trail) 4.7 Large Deciduous Tree(1 per 35 5%/large DeciduousTree 10 LANDSCAPE SETBACK ALONG ROAD LARGE SHADE 2. STREET TREE(3.5-CAL.)35'OC W/INTERSPERSED10 185 33.0 Median Shrubs(1 per 5 LF) 33 Medium Shrubs • GS 3 Gredrtsla m Locust inermis Snadeaster Snademaster Honey Lost B 8 B 2.5'CAL MIN Strong Central Leader.Matched. • ORNAMENTALS(8'HT)8 SHHRUBS 5'OC WA Ornamental Tree(Interspersed) Omanaeal Trees South Property Lime( 9 M Property) OR 5 Quercus rubra Red Oak B 8 B 3.5•CAL.MIN Strong Central Leader Matched g 3 INTERIOR-NO SETBACK-LIKE ZON FIG. WA N/A WA b WA WA rr////-^^+�����, �j w East Property Lines(Along A�etenl Property) i _ UP B Ulmus amencana Princeton Princeton American Elm B&B 2.6"CAL.MIN Strong Central Leader.Matched. m L INTERIOR-NO SETBACK.LIKE ZONING N/A N/A WA WA p` WA N/A 1✓✓/ S WAWA PARKING LOT LANDSCAPE REQUIREMENT-SEC.32.7.9.6 AND ENTRANCE CORRIDOR OVERLAY EVERGREEN TREES CODE OTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS Required SF Required Trees Celulation Provided / { c f 1 of f aved��. 1 Tree for every 10 pa1 g 53,801 73 SF x.05 a 2.809.09 SF 2881 SF PO 11 Picea onrunka Serbian {{�� ^ 1 J t.-� Spruce B d B 8 HT MIN Flit To Base Z�"`j `I -Oy. spaces provided ee/10.8.8 Trees 7 Lope Trees t ORNAMENTAL TREES CODE GTE BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS € TREE CANOPY REQUIREMENT CALCULATIONS /\ If (as noted in Sec 32 7.9.8) 0 AG 3 Amelandtrer a grand/lore Autumn Bnrkance Autumn Brilliance Apple Sernceberry B 8 B 8 FIT MIN Strong Central Leader Matched R L aroma*Area 2.260 Acres M,446 SF xLENS i' SHRUBS CODE ON BOTANICAL NAME COMMON NAME CONT HEIGHT REMARKS Tree Canopy Required 10% aa4e SF Co Imo • Tree Canopy Exlring m Remain 0 SF Q Alt 24 Abeka x grandillora Compacts Compact Glossy Abella CONT 24'HT MIN Full To Base <z5 o Tree Canopy Provided(Total) (Rs*to Tare Canopy BlMdorn) 10,188 SF = bum O 8 TREE CALCULATION BREAKDOWN O IC 25 Ilex coreuta Burfordi Nana Dwarf Burford Holly CONT 24'HT MIN Full To Base F,m p i Oty Type Size 10 Yr Canopy Red n /'^� ig i s SCoverage . IG 49 Ilex glabra Shamrock Shamrock Inkberry Holly CONT 24"HT MIN Full To Base*`�a tl, W 4 Aux ndnun'Octob■GIeIy' 2.5'Cal.Min. 452 SF 1,806 SF I7`'(� g5,i' £ 3 Gledrsia elacrtlroe inrmb Shackmeelen 2.5"Cal.Min. 481 SF 1.443 SF ?s '4 5 Duman Rem 3.S Cal.MIn. 541 SF 2.705 SF O N 18 Ilex verddllata Wnterberry CONT 24-HT MIN Full To Base AL) Wo 4 C 8 Ulm us amrw lc Penman' 2.5-Cal.Min. 484 SF 3.712 SF �mM i i n t 4 AnrMrncnir x grandame'Augers,Blamed a H.Mn 130 SF 520 SF 0 PF 24 Piens flonbunda Mountain Piens CONT 24'HT MIN Full To Base 5i <s Total:10,188 SF ti0 a 0 PL 13 Prunus laurocerasus Shcipkaensis Schipke English Laurel CONT 24'HT MIN Full To Base •— Yj _ • Y S I GENERAL NOTES Q n J RC 22 Rhododendron catawblense Catawba Rhododendron CONT 24'HT MIN Full To Base dl,0 cja jr a � 1 SOD ALL AREAS WRHIN WAWA PROPERTY QMITS THAT ARE NOT COVERED WITH MULCHED PLANT BEDS, 1 STONE MULCH BUILDINGS,HARDSCAPE.PAVEMENT,OR OTHERWISE NOTED /�yJj�y/��J/L�V,,�/1�' 2. SEED WITH PERMANENT LAWN GRASS ALL AREAS WITHIN THE RIGHT OF WAYS NMICH ARE NOT ,/kit I �Tg Oi' OTHERWISE COVERED WITH PLNRING BEDS.PAVEMENT.BUILDINGS.OR HARDSCAPE.PER THE {4 DI- EXIST SEEDING TREES AND SHRNS B SHEET CP-TED 01 n•O. �qT.S 3. EXISTING TREES AND SHRUBS INDICATED TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTION 1 ACTIVITIES BY INSTAUJNG TREE PROTECTIVE FENCING PER THE PROJECT PLANS AND SPECIFICATIONS r.`y> EN'.g a��'l '�' i/�- V OBBIED.ROACH>; 4 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN IRRIGATION PLAN AND INSTALLATION t-' , GOT TE 60 / 4.. Lk.D.RO 9 k OF THE IRRIGATION SYSTEM.SEE SHEET CP.501 FOR GENERAL LANDSCAPE NOTES.PARAGRAPH R /, C`p ` /• e 04/02/2021 A J ',-iI ASSET/VA'C,ARLOTTESVILLE-11b5 PEPSI 'rWh,., R`Ga'-�,�-+ 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS. 3 E i /�j �� D B 4722 PG 21 i ' //.! /I, MR••i'-- D B 2359 PG 559PLAT` II (O I,'I.-rr�Cra %?• PC PARCEL ID 061W0-02-00-602B0 ''' APSA F' GENERAL LANDSCAPING NOTES / ` i'g p+ `% 0 P ZONED C 1 CQMMER,IA: • 2 II _ — MONaENr ABLE • / / U ,D _ b a I I ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE 3 O / ,U O n O - .. FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT rt,% ," '��M� \. '• b�' 'U O w ON w yy 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION ev THE CURRENT OWNER V ''''' PLUIT IECAPE TYPl'l '� ® 10 N <N x ry L OR A PROPERTY ORMAERS ACRr1CIATION.REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED .,l�O 4� 1� �.} nO' 3' Il Ih p p < a m LANDSCAPE PLAN 3 •I l i O• ��© `` \ t st' Ir h NO^^ <n7 \ _ o S 3 ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH,AND BE MAINTAINED AT MATURE / ,F` oO•. [1� !r- \ \ O Ot�P� ��rs\� �P�+«9 Y f p < Z < • HEIGHT THE TOPPING OF TREES IS PROHIBITED SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY II 7 7 Q 7 2 7 is::..- I \ V `v f�' C: TO SUPPORT THE OVERALL HEALTH OF THE PLAN I 1 0 ICE i Any - •'�px I— �'�- E , ` ,.. =�-" _ • o o Ly 1/ ', s L` _ —ra0 TOE ,--� -- �. t _a 24 __ r I ��W!OQka:ea...•�e000.,••.0..0.0.=R r'`--\: __ _ _ imam c R a 3, _ (�l■4.4.2•. 1 C.oAa!:kXCa4 Ye 01'a Iilea� oTt 1 r 2 �t i 5 `''' '• A Y\1 1/'1 f'- e•`n=� - 1 AREA J S ��. MucNErBRE • I PP '" :9t OR • RIVER�70GC AROUND BM TYP \ Ii B SDFr f1 RANTED AREA MULCH ENTRE fa_ u Y rf�5 _'y I Or VENTSTACKS rBV81 ROCK TIP \ O• l nPLAMI®MEA M�BEONTTno-- — ((���� '- �1 eED.TP I rr nn i+ • �a `I 0 z�z � s00000� F3T + u1 I V x t I © , I p / 0r it �'r., ao�eieao�ot■ C; Z E r �Nj I I e , i :tea-: .••O.P.:•. ..o•.:t t1OW ' _ .�,,�. ti.`. - - __ - I fi n N O'.)�j�l 121 EllI • PLANi®MFIL�____ - .f J� © -y I Z Y ,J sal I © - ! - • C a.W �' J .(m.I TORE I Q �`�krmm );,, i .•p•. . .•I=•.:• ;.o.: _. -0 '�: •,. SEE LACED cRAD°"Dap"w I o I E n o x x ' I 1 .. \' ` O �'. FOR DETA45 I I [s1 Earin • 77.= IOC O _W I I I ,.07e:11OMa�fsK)1. __ \ SITE UGHTPIG.TW jI i f 'G� �nn l.lC:.I TW .. I� I I• - 2 .&Q-� I •O• . ••O•- :a0•.• 1 _ '' 1 -'. ._I _ £ < d u p P OS � .off -�©� �i4�!. AR I _^ CI)w O o ^ ..,__�T L ' ) INSOFR _.�''• • %. % ll ems.oAG'• AR BS sour • RANTED MEA i s m m I I1 F1NlfEDNFA •• SS �''e?�i 9i�4'r(� \ •' YS�T h• - 3tMNTEDARFA - 'l _ \••/G m 1 Q s o m I PINn®JiFA - -- f. ___ W o — �-- - 110(Of3DEDUE4M PLC FROS1XIMLEE ATa `-217 SOFT iI i Y$ 1 1� �- _ _-. --- A `t' COppRTE11IRIRNGA1SN0ES48CR �,P�.yi5W - _ I Ic O �7 V 1Sg••i• ,I li' +; 0••0.0,• 41 Pik eb Mofa tr J-•3G i=rr-a-. _ .. ` _- n .`e, ._.. _ _ 4 si.€ L e° ^.•°�I .�LI — l. �`4'0�,�� ,• • - - �. — �a -- O)CNI m J• 3 0 B KS !> . 1 M.ldl BlleF —_ -_W—\—, J -- m NCI.MEANDER'. �'\ = RC 0. RC 0 C:Y� Ii'7 a:i:7 MD,RP PL ALmJL.P:l , L _ Z <i Q W W , P 40 CAS D B 290 P LINE AS 434N1 i lA ZA D.LII Z i j D B 421 PG D B W -ti 1 r GSOO I IARCEL I CC p 5` ZONE O V w c3 5 �/ P• LL ea ea N 1 a < GRAPHIC SCALE IN FEET Y 41 ' 09' I 1�5 60 SHEET NUMBER A' CP-101 PREVAILING WIND WAWA STANDARD LANDSCAPING SPECIFICATIONS GENERAL LANDSCAPE NOTES + NONABRAISIVE RUBBER o . TREE TIES CENTRAL LEADER r ALLN 10 1 TOPSOIL SHALL BE A MINIMUM 4' AU.SOD AREAS AND ' IT N TREE.SHRUB AND GROUND COVER BEDS. A. CONTRACTOR SHALL REVIEW ALL DRAWINGS SPECIFICATIONSPERMITS.AND REGULATORY REQUIREMENTS r� TREE STAKES ' NCLUDING PARKING LOT ISLAND BEDS IT SHALL BE APPROVED BY A WAWA CONSTRUCTION REPRESENTATIVE.PRIOR PRIOR TO COMMENCEMENT OF WORK N REMOVE NURSERY STAKE - TO INSTALLATION. ‘,A 1% B CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS 41' 2 PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5'BEHIND THE CURB UNE C CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNERS I)` I NON ABRASIVE RUBBER TIES • 3 ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAND AND LEFT CLEAR OF ALL STONES.ROCK.CONSTRUCTION REPRESENTATIVE OF ANY DISCREPANCIES SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY `S I/ TEPEE)3)TWOINCH TREE STAKE$ DEBRIS AND ANY UNSUITABLE MATERIALS• OTHERS. PLAN NEW '{ IROOTL BALL L 6 ASTAKE LOCAETION SHALL NOT 2 `� ��I///��� INTERFERE WITH PERMANENT BRANCHES O D THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITES DURING I�`■ / STAKES SHALL BE PANTED BLACK PRIOR t ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM (SEE IRRIGATION TO NSTALATION W SPECIFICATION CONSTRUCTION AT LEAST 46 HOURS PRIOR TO ANY DEMOLITION GRADING OR CONSTRUCTION ACTVTTY THE �W AABCRTIE AT BARK CONTRACTOR SHALL NOTIFY IBIS UTILITY"OF VIRGINIA E 1-000 552-T001 FOR PROPER IOENTIFKIATION OP ; 1 5 LANDSCAPE CONTRACTOR WLL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING EXISTING UTILITIES WITHIN THE PROJECT SITE. AROUND THE ROOT BALL IN TATS SOIL w AROUND THE ROOT BALL IN 6'LIFTS TO ' ` ,,Art GUY WIRES(3).WHITE FLAG ON EACH DO NOT OVER-COMPACT 2 STRANDS OF INSTALLATION. BRACE TREE. TWISTED GALVANIZED WIRE EACH E. FINAL LOCATION OF ALL PLANTNGS SHALL BE DETERMINED IN THE FIELD BY THE OWNNERS CHOSEN \� WHEN THE PLANKING HOLE HAS BEEN BACKFIl1ED e.r ' 6.ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE-EMERGENCE HERBICIDE REPRESENTATIVE b •,,Y. %, - TURNBUCKLE(]).GALVAR�D (SLIRELAN.DACTAL CR APPROVED EQUAL)IN ACCORDANCE PATH APPLICABLE FEDERAL STATE REGULATIONS AND THE o LOOSENED SOL TURN THE SOL TO !v'P �j i11,�7' SET TREE AT ORIGINAL GRADE OR UP TO MAUFAGIURERS INSTRUCTIONS F SUBSTITUTIONS AdOi MOpFICATIONS TO PLANTING LAYOUT PLANT MATERIALS,ETC SHALL NOT BE MADE REDUCE CCAPACTION TO THE AREA AND ;-.,,' •\*`.. 1R DEPTH OF ROOT BALL WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT MYTH SHOWNAli (\I:I T MULCH BEDS ARE TO BE DELNEATED PATH HARD OR MACHINE DUG SHOVEL EDGING //��''4'LAYER OF MULCH. _ ) A 2'SHREDDED HARDWODO MULCH G CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE PETALS.AM AS MDICAl1D N TIE / MAGI ON TOP ROOT BALL SIILLL NOT � �. SOIL SAUCER USE PREPARED SOIL 6'I N B LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER(DEWITT DUPONT OR APPROVED EQUAL) LANDSCAPE SPECIFICATIONS - tiW1' / EXCEEDI' II/ -��tl ( N ACCORDANCE WITH MARUF ACTURERS INSTRUCTIONS VAT HIN ALL LANDSCAPES.INCLUDING STONE AND MULCH BEDS. — - ! {{y������f _ RCUT REMOVE TOP IR OF BURLAP OPES AT TOP OF BAIL SHALL BE n ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6'AT AL SEAMS.AT PLANT LOCATIONS.BARRIER SHOULD BE H. TIE PUNTING OF TREES SHALL BE DONE IN ACCORDANCE WTH TEE STANDARDIZED lADSCAPE ~t-i _Wl i �-+_E)D$TNG$� NON-BIODEGRADABLEMATERIALV CUT IN AN C PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED SPECIFICATIONS JOINTLY ADOPTED BY TIE VIRGBM NURSERYMENSASSFICIATION.TIE VRGNIA SOCETY OF :a)I I '•L • - ... SCARIFY SIDES OF PLANTING PIT "try ... ='I SHALL BE TOTALLY REMOVED U �� LANDSCAPE DESIGNERS AND TIE VIRGNIA CHAPTER OF THE AMERI AN SOCIETY OF LANDSCAPE ARCHITECTS.• -1 W �,��� `. ••: 0 9.WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH.WHEN STONE IS CALLED FCC II•I VL I II4 ; - - - PLANTING SOIL MIX PER PLANTING w0 TOP OF ROOT BALL SHALL BE FLUSH WITH ADJACENT TO CURB OR SIDEWALKS Il SHML BE FEATHERED DOA N TO CURB LEVEL FROM A DISTANCE 24'FROM THE I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SMALL CONFORM TO TEE LATEST ADDITION OF ANSI ZRO 1 - FINISHED GRADE. SPECIFICATIONS i=N 2ROOTOT� } UNDISTURBED SOIL PEDESTAL CURB. AMERI A N STANDARD FOR NURSERY STOCK.BY THE AMERICAN NURSERY ANC/LNDSCAPE ASSOCIATON I 3N WDEST DLENSKN OF ROOT BALL IK I BOTTOM OF ROOT BALL RESTS ON In 7S EXISTING OR RECOMPACTING SOIL < I z 10.ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN TYPICAL OF THEIR SPECIES OR VARIETY THEY ARE TO HAVE J ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES.DISEASES O DECIDUOUS TREE PLANTING O EVERGREEN TREE PLANTING /N '84g NORMAL VIGOROUS ROOT SYSTEMS FREE FROM DEFECTS AND INFECTIONS AND IN ACCORDANCE WITH ANSI 260 I OR INSECT GAMAC.ANY MATERIALS WITH DAMAGED OR DISFIGURED!CROOKED LEADERS.BARK ABRASIONS. 4 ¢TI ID SUNSCALD.INSECT DAMAGE.ETC.ARE NOT ACCEPTABLE AND WALL BE REJECTED. NOT TO SCALE NOT TO SCALE ^ zk 3 W 11 ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE'AMERICAN ASSOCIATION OF NURSERYMEN' i AND STATE NURSERY!LANDSCAPE ASSOCIATIONS WITH REGARD TO PLANTING,PIT SIZE.BACKFILL MIXTURE STAKING K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS ZW Y AND GUYING. MULTI- �wL,J` _STEM en 1 12.ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING.ALL PLANTS SHALL BE SET PLUMB L ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING NO EDGE SHALL BE 17< • AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR MATCHES.OR IS NO MORE THAN TWO(2')INCHES ABOVE. INSTALLED ADJACENT TO SIDEWALKS OR CURBS. NN FINISHED GRACE.REPLACE MENDED BACKFILL NN- CO MPACT LAYERS AND BACKF ILL TO ELIMINATE VOIDS. N#O CONTRACTOR SHALL PROVIDE A FOUR-NCH HIGH EARTHEN WATERING SAUCER ALONG THE PERIMETER OF EACH M PLANTING BEDS SHALL RECEIVE T OF DARK.SHREDDED HARDWOOD MULCH THROUGHOUT ORANGE AND/OR M— 0'F PLANTING PIT CONTRACTOR SHALL WATER NEWLY PLANTED VEGETATION PRIOR TO MULCHENG PLANTING PIT ALL RED MUCH IS NOT ACCEPTABLE 7• ( VOIDS SMALL BE FLLED AND SETTLING MITIGATED AS REWIRED.ALUMINUM EDGING SHALL.BE PETALLED AROUND ALL /I L. E N ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING.PAVEMENT OR HWIDSCAPE WHICH ARE / PLANTING AREAS TO TEl IMFATE BETWEEN DIFFERENT LANDSCAPE MATERIALS k EEDISTURBEDLAN BYA CONSTRICTION SHALLNOTE BE SEEDED WITH FESCUE.UNLESS OTHERWISE DIRECTED BYii ` \,I,,.�II/ 5 1J.ATER INITIAL WATERING AND PRIOR TO MULCHING,CONTRACTOR SHALL APPLY HERBICIDES AND PRE-EMERGENT THE LNIOSGWEARCHITECT SEE SEEDING NOTES THIS SHEET , `yll\►1/ /A,, f.�'TR Ot S HERHCDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL_ I,,F,/ y{ 0 e k O. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY CONTRACTOR SHALL PERFORM QT II,ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED AREA AT ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY AND NOT ON MIACFNT PROPERTIES.UNLESS I THE FUEL VENT STACKS.SHALL BE MULCHED WITH DOUBLE GROUND HARDWOOD MUCH AT A MINIMUM DEPTH OF 3' OTHERWISE DIRECTED BY THE OWNER OR THE OWNERS REPRESENTATIVE.ROOTBALLS OF SHRUBS AND TREES // L U D.ROACH LANDSCAPE ISLANDS ADJACENT TO THE TANK MAT SHALL BE MULCHED WITH 1..3.RIVER STONE'NIACB TO AT LEAST SHALL BE PLANTED N THEIR ENTIRETY WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY Lk.No.ROACH TO A DISTANCE OF 6 FROM THE TANK MAT AND VENT STACK FOR LANDSCAPES ADJACENT TO BUILDING.CONTACT I \ OA.S I RiS I� PROJECT ENGINEER P CONTRACTOR SHALL PROVIDE A MINIMUM 2%SLOPE AWAY FROM ALL STRUCTURES.UNLESS OTHERVASE _-� A V 7 L DIRECTED BY THE CML ENGINEER i I5.SEEDBED PREPARATION SET SHRUB AT ORIGINAL GRADE OR UP -, 0 QUANTITY TAICE-OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY IN THE EVENT OF S SET TREE AT ORIGINAL GRADE OR UP TO 1R TO 1S DEPTH OF ROOT BALL , A A.Y A APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE OF MO A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE THE GRAPHIC REPRESENTATION IN THE PLANS DEPTH O ROOT BALL 2'SHREDDED HARDWOOD MULCH OR 't?J: POUNDS PER ACRE OR B POUNDS PER 1000 SQUARE FEET USING 1QZQ10 OR EQUIVALENT IN ADDITION.300 POIRCR SHALL DICTATE. 3 2'SHREDDED HARDWOOD MULCH OR APPROVED EQUAL APPROVED EQUAL W O = I s P A 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED M LIEU OF TOPDRESSING $CL$AUGER U$E PREPARED TOPSOI,6'MN. 6�p W N N R' R ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MAKE(J)-1'cos N SIDES OF THE N VI U N I B.PORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4-INCHES PATH A DISC.SPRING TOOTH PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM AS PART O THE BASE BID FOR THE PROJECT THE `�'� HIAIDVAOOD STAFFS(J) - - ROOTBALL Nl Mn1 O O < HARROW OR OTHER SUITABLE EQUIPMENT TIE FINAL HARROWING OR DISKING CPERATION SHOULD PARALLEL TO CONTRACTOR SHALL PROVIDE AN IRRIGAT ON PLAN AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY - "_ PLANTING SOL MX PER PLANTING SPECIFICATIONS < - O Lm Y. c THE GENERAL CONTOUR CONTINUE TILLAGE UNTIL A REASONABLE INFORM.FINE SEEDBED IS PREPARED ALL BUT TIE WILIER PRIOR TO BEGNNNG WORK THE GENERAL CONTRACTOR IS RESPONSIBLE FOR NSTAILNG ROPES AT TOP OF BAIL SHALL BE CUT REMOVE TOP Y'- sO o i i to OF BURLAP NON-BIODEGRADABLE MATERIAL o CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. NRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF PAVING MATERIALS SHALL BE TOTALLY REMOVED I UNDISNRBED SOIL PEDESTAL IYI .. s •••••••••♦••• .. 2X WIDTH OF �I NOTE SHRUBS INSTALLED IN C INSPECT SEEDBED JUST BEFORE SEEDING IF TRAFFIC HAS LEFT THE SOIL COMPACTED THE AREA MUST BE RETILLED S. ALL WLCHED BEDS SHALL NAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED PER THE PLANTING PLANTING SOIL MX PER PUNTNG SPECIFICAT IONS j R00TBAO 1 CONTINUOUS SUCCESSION OR LARGE AND ERRED AS OUTLINED BELOW DETAILS PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO THE OWNER OR UMfRS 2X WIDTH OF UP-DISTURBED SOIL PEDESTAL BED SHALL BE PLACES IN ONE in REPRESENTATIVE PRIOR TO ORDERING MATERIAL � BALLROCA � CONTINUOUS DEPTH BED D UNLESSPEOIAEDFORPARTICULARBMPAREAS.ALSARIONWAWALEASEDPREMISE ISTOBE50D WRN _.IA REWIRED FOR MAPS.SEED MU IS TO MEET LOCAL REQUIREMENTS.SOD SHALL BE TURF TYPE TALL FESCUE AND O ORNAMENTAL TREE PLANTING SHRUB PLANTING Q NOT TO SCALE NOT TO SCALE INSTALLED ON A MINIMA OF t'OF TOPSOIL 2 II_ I 16.PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS.THE W 'y CONTRACTOR SHALL REPLACE PLANTS,DEAD.UNHEALTHY DYING OR DAMAGED THROUGH LOSS OF BRANCHES AIDOR c L FOLIAGE LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REPAIRED • f UNTIL A GOOD LAWN RESULTS R IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBLY FOR WATERING C') n= ALL PLANT MATERIAL AND LAWN AREA BEGNNNG NM THE DATE OF SUBSTANTIAL COMPLETENESS V Z i Z LOCALLY SOURCED.RIVER ROUNDED. LAWN:VIED R1YER STONFJCOBBLES STEEL EDGING Q 3'MAX.ANY DIMENSION CURB AND GUTTER SOD ` LL t ar►i%�iiiM TX'livr11 i%r� • E a/�.'s/to a/a j s/�.%a FLIER FABRIC z� 1 s c B Et nR, NOTE zy 1 COLOR AND TEXTURE TOM APPROVED BY OWNER PRIOR TO PURCHASE z W I (( 2 KTENATEWSETiNG ORS DLAO BY OWNER REWIRED V • DO NOT COVER MORE THAN 25%O THE STONES < 0) Et fi W RIVER STONE W 3 1ti1.-0. Q W II S 'E .. ,—E,.' 1.0...3E. Y4 a CP-501 Ti = . • i1i If•• • il l .,i rliiiill:914. _ --- +. r ',Ialr- 1.37 0'.di ' \ .. • A Ill , ►00 'S- a� -Air k !" ��t/Y'x � ! w ;, • - • - i t,r • 2 _.4 • o # .' 4., o ••� �xwn� T It . . a • ; ' I *, I all tfkw . , _ M• •r ilhovr Ai ' e 13 r a ..'ii . h � *y�� + ("•,� ,♦ •!��,a,r Irr • ., rr '" + � ,4r i • i " .. y �l. - .F.,- `I.'_` i. rig• ..,4, t._ j- _ . ''.•' -4S-.1R ^ Y Y ff tl.+ •` *'• *a'.R.� • \ • y ,' Raj'_:.OA4,•� k - �.r_ .E' � `,-:y''` . ,'i •.** trtt \ -a•, `r ' . i i .. .� 'r. r• a. x Fs 4 +i. 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RLAtech nolcorn RLA TECHNOLOGY U S 29&Greenbrier Dr 9Y Albemarle County,VA mpa ,T'"en': sabvlrr pxrtTxae.:in-Tm ea,ce,reYKssn+.aaYy-gel-e.ei•t:leAdl<,. o lywp imu h:h+ pe,Mp..qa,>a ccjopoNsi'•,•KMtr".pm ux-a„ eaa,um n ta.,7." a,ad.oa,.rn ,up reo�c'a:nn,•9+d,4,be aeoan+dw, v ,nm„a.eat+..agineye. ye. nwscaarn p t+a minven, n6iu,ca.,rwodrvpnnmeaoandto.•;,,sea m n nnu„veweanoto.mw•aerca.tickiospp.moowed tY wd llnzo.^h:,7.-nnvtnrtt,,:.udaca,s;o-ts:lv\tiorrt�rv.ne.r ts�.,aned:.o"nd nMm;cSaY,pboh'Hbrt,x,..',x>ww,nry r ,e 573-574-9500 SOLUTIONS i • I • IIL — ! . _ ,,e,r aI Iwo l�nr —_ iir i I NI - ��,ire JM�t as } I' , - � Y��� . __ .. _- . • .111•.- { . ae '•ARC ., ¢z, r,.sust ,. _. •sM +�♦ '_'tr* Art. i • N�s r , Al —p `. Rj F ! _ ~ � 11� �n ' l �, r '"v�` ��.� ` 4 7F /*+ • �t�r�Yi k�.Y � �.. � c v. . `'R i, ��8 ..,!' 1 a,l_R` i • {4 y era: r +�� • 4. 9I' st' R ♦ -• i } Nr • r' •a t a 4 •'f Y. •• { ,F`f4j.1 �, •Nr� '!'♦�.� ♦ •'yL•�, . 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Google Earth 'Any yro ptan.;,flecrpfn.si,.e-'dnr i,1gftng byoudsl and photwrehm plan..ndudig lam rot rm,itt,-o any poject;simeated.',educed by Red Lecna,i Atsou,tes nc.are enlyintended lc,i'.-sr atie,and Cuoti-g pw poses only Red le,xd associates hoc the dgn.tc uset.w party asers,stamen.and cam-was bda.-t;.a1..yea conckva.s 6menvvs and accuracy or,easurerrrns may-ft from these w ary parame•.en Red Leonard Assocates 1,assumes ro a U S-29&Greenbrier Dr babe,for w.at:s created'peoduced HI'nevi'2meatto-x lhd.schode;bld Veit♦n.,edmlhe'JeOf.nrtatl.ton otaM;s.m:eg'M/efe..st hgbuddrg. gi sanw.nd.rq area ksr p duct:t;:w,as easchgpo,elst a-t. .,bd.::.bas... rL,.tt,wal andtkgoag,StruCVteOt,en/scan rtj plan,,zghtm-L'.n�s..Frtuteu Ymnf„and placement^'.tenaas,color acGeac,.e.tu.as,.ant°ar/tNrg att.eo.edto wM re n ... tna.n c.eatedi tn*"rv,f",Leonard Afsonatesr. R LAtech nolg y.com 0 R TECHNOLOGY TECOLOGY a...habrsyw,at,ce.e-fa-any:«haY, adebpc,htb.�.dndngrc.t the-wtwxw,a.h.w*sned..e,Mn.em.,twnermtetetfearetes.a,oeilas.,yw►person rn.: sgwm.ipv.*,*.-s�n,+a�fesw,..asng act,'CS kmaedwatrtmesee......e.r.tm'''1..niw......r.*s.sand.,•au .xw1r-,.'.,«.d. ..Kdor ..........•.srmeusarern,dra...m s srwea:ra.w '.1xst_• 513-574-9500 SOLUTIONS Albemarle County,VA `°'t"° .0m anddmensrorr.ae approcmam.�'..raaarr�ne•b�-.,.y Ir2A.V/IACSAd NOr utLM.`fL'K.yt4f-We[WVG Uit(Ri5'MK..UhVX'Fedaume�+•,any t.o•sard waunas:wq.:yents;.wlx be used a"d.w r�s,d.dbzryreermgwcrosnucLon Pu.ppses.lot,bR'wsrttrveWaoses sYr.a.7 uxc#M+.s documt+,tabonaM%u cllsera.firYs pna.ced c,kedl:vant rwttc..r.vrt!vn audw.izavon hay ky 1 Leonard w...yc:,prN.drted' tifor - . � I 'v / j ,04 , A. 4air �� J4 It'll ► .1 nr " 1 f . 1 y �a a ' + a s / 1* - + ►, /�' ♦ �� te: ,...ir PP IP 1111114,* •/ - , I , , mges Or • ���. -' //--/ _ •.. �r� R , .,-, - ..... ,. a r �� T ...,`+ ..• ''. 4.11Tilekiibijo .. t i► �• ) tier r�..a0 • r•"• �..'r/ /�� ` , „ � jy / _ , r .94 # , `'4 / Y tar , �j1 .I/' J. �'r /./d,`;-/ . 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RLAt ec h nolg y corn R�TECHNOLOGY Albemarle Count ,VA ptnpa. set.. byss.,tncne-e..,ra,h,atthecar-to onoMeos, edwort nherudem«ineew..amlmresat wet,asasy nrpo •.srn•�rngor+*sp�*fl.•wo f ae t++t ' ng ayot not i,mareedt.acaenp.m."rest etc..near,m"nanp".ctcl*n,and.-sraddbcesotorer's.eeed.atetnthr. en,ensa«caecasfsymt>ctr are rardnwnto an..s ar.0.d.,rt..p,rn..•yy ynbd^embns are appro.mate aua meascmments may-•cry',dawlt_Ss a NOI NttnUto WR LNf La..Od IONS RUC i CAUSL 1-6 Leonarddowns,.any Ned Leonard oa rages« ol:o prourns;s oar is be used a intendedbr angtneenng or.15.s-tar•purposes.but lnrd:st-ar pc rreaoosec ont aarysoe oftRra docurnerrtaannaod,00ther..des peCOoUd My Red teon.rd-...Mouth•item and RoRRRon fnm la„nel Leona,R adc:y phonated 513 57 4 4500 SOLUTIONS - .46Qaw..- ---4, ' • t N• • V ... • . _ . 1 . • 1, .... ' to. do "' . ta•••• .., .,.1--,..., • '10114;'-.‘•• -•:„ .'1.'1'ate •••' • • . . . itaio .... ••.4014 -r r.%, -.,-zio 0 0 I/ ' ...- Ile 014 ' .' 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I am. ripe/0,-..,,endenngts.igt•rs,toyoottor and phOt011vbia.OW'S/Including but not limited to any proiect.sktreated,pmduced Sy Pred Leona.d atsOCiates nc.,M.O.).intended tor lust anon and tlueon9 P.P..,anir Fred tr'or'arn,s,...es ht s Me n7.1 to use third oar,as.,scrrrers,end co,er.b..,a1 Our1eCt condritoos dimensions or,trooxy 0•easuremens osav chtter Vow Is..or ary pararne:en fled Leopard At,odatea Inc ms..,ps,,,, US-29&Greenbrier Dr lobe y for wine,Is created produred ip these recreabo,s flats maples but h not hor an to the use 4.ostaltot on 31...Vol.rt.?ay et ex st.s•tosAlt13gtv s.sovording a•ea fr..pod ,:such as erestang Prartesra-.3.•301t.:.•••••,...v.,,t1,3•11.1.9.agt stroc•tefot"andscao re Oen,loolmno plants 6atute seaeCtiOn113 and placement rnatenhis..cobra accuracy terhrersi.erre anytNno illelbUted to phrne death,tnam paatel t cat-,,,bed L.,,,,,,,,,,,,,,,, RLAtechnolgy corn 0 RLA TECHNOLOGY ,,..,„„.‘,„„,,,,,-y wharsneue,fo,any purchases n ale by r iant In•rore.curing n.al the:on lutron of tl-e 0-J,shed work The Custainer as rel....rer,lrater.a,aell as a ly alv,pen",st a,ureur'na d..,'Au,.,,P.,.'bi ir,v.".,Y.,9,,,,,,,,,,..ts ttos,A...need tc at codes pesrras.reltuznons rnstruchonn Porchases.and unstatiratrors or ora,ecn va`ures:*tn.:h.docknent!st or p.ctecfs)byntols are not Or ar.1 to scao S oe a to.1.,,po,,,,,,,0,,,, Albemarle County,VA and d,,,,,,,,a,emare actoa measurements may uary latInaarkS Ant NO i 0ILM1L1.13 a0,1.4(41-Lill,au O.(COM NM loll,t.151_Its&cur.,'any and Leonard[haw,ors:or prupecn.1 nOt to be used alto,attanded be eheraaenng Or con,htact•ca•popsies Co for 0.-,,,-at.e q moves 301.•,,,'triC(Otto'documentation anclro.other artaies peak ced ty tad Lea-ad rata.,er-rten einnonxerrar rm.,-Jayme t Loosed,,,,,et y,,,,,,a,e,• 513-57 4-9500 SOLUTIONS TA CN9 4 e O.E/wE h a.0_ t A. t GA n SLOPE PRECAST CAP k T.0 WALL l 9 0• 134'� t, ..- r• r a� `..TO MASONRY Wawa Wawa ;s s-s iy -- ti BRICK TAVERN I -f - - - — T 0.SILL r., I i ,- v._ ma.�.m ..., .. -M.:M-:m MANUFACTURED? W , i� � i7 STONE SILL 41 iR a6 I �1i_�..�.i"��.-lr�� r.1 t r .aerjA SQrraI rZ�Sr Z- "- BRICK TAVERN CA •' ND ELEVATION CANOPY SIDE ELEVATION ' TO.FLOOR SLAB h a-o'Y air RIGHT ELEVATION Metalt Root " <, " Alas lrtemationa AVM Cop Tavern Plash Red _ - Bore White . - Marion ceramics MUM- #25 s► 1 • • ,illiall ` GATE A \ .. 5 - • �- _ \\ TO WALL r, + `_ - - -------- --------- L\ MASONRY 7 MINI•. J.t �LZZ� = �Z . To * fAk C Wow � vrii il�nir:Z l —iaissr°i, TAVERN Wawa 1t 0 C E rw1W i— _1 BRICK ti I a TO.SILL I. IIIV a . _. _- .. T3 IF V '• �—,T. ' —�i_ —i_="�5�:��i'_—_Z STONE SILL - 1Yr i_ r l�+Lii r .Tr'!a - BRICK TAVERN -u: •r , _ y ' Ir . L—i"Tr"�4' �l+irr"14STL' 'LZ.SS"T��F Waxy i �. i! 'S �- Wawa _ �r"S.�SLZLZ MOP s �....�r'�x.L«i«"i76� 43Z TO FLOOR SLAB 6 LEFT ELEVATION CANOPY PERSPECTIVE VIEW The Wawa fuel canopy is a registered service mark or the U.S.Patent and Trademark Office The fuel canopy.as well as Wawa's brand names,slogans, logos.service marks,and other trademarks of Wawa's goods,services and promotions belong exclusively to Wawa,Inc.and/or,Wild Goose Hoeing Co..Inc. and are protected from copying and simulation under national and mlemehonat trademark and copyright laws and treaties throughout the world. LIGHT FIXTURE SLOPE PRECAST: CAP 11 TO.WALL SL0'E''RECASTCAP TO WALL — 9'•P I _ - _— "''\\ ..'Sn!'r�'rs'j"' .—rZ�.�n ! �, rile.� i!i>.. �r�i = 9 P�riii � _� �a-Fiiir= i iL iti—i. li��ri_'"ri....Tii.r +. ``\To MASONRvi TO AIASOPRY ! ! s _ —_9.-9. _—s -Iti .ire r �a_rri_ii iili Tiii—Z 'e�i 7. =r— ii .--ii��_�r riZZ�r3- illri�i��ia:a�s —��i��- 8-�—i ! �� lip.• �OM MIMILr _r_,. .a.'.' --, - -�' - "��' i— ®i -- BRICK rAVERN.TO.SILL �,���a r v� r. ^eac _ T .SILL AL 5'•O 1 _ - _IMANUFACTUREDI -',71- ._-t c_ ..P:r- _Lrri_l T' rai�wii�_. �. tea :,.�... �,w'�'a�ir'T.rim 5-0'R STONE SILLri i r asirrriZenatMr r _�,r.i,_�i�iii—riS'ra"" MANUFACTUREDr, ( -BRICK TAVERN � ,P~M`�r __ w_ �" ram' 'tea—S —rlr—� STONE SILL '_ a� ! ! S r�i—fir=r —�aSZTiT�'r'�i_��� �' BRICKTAVERN C ���rr !tea i si r.�—.��rr .tea... aZIII1101•111110111I RI_irz MO �i. �..gpzr:I .S.ig-rMI.�`i=rLI2.11..�., ! ri r�s:- liiir .r.Tw-`— �--s. --------zs="IMM C • rii! riiiri!lrrr°i iiiir Ty i, I ARD TOF FLOOR SLAB MMIM ����—xemno e — S..!liiri— rii—�Lrlr�---�=fig !i—�.f' TO FLOOR SLAB r- 0' 0 FRONT ELEVATION REAR ELEVATION 7 tba Tr m ' Thin m Mare James Hardie &v3 TaT Arctic White inFl�Red JH10-20 fk� aaa Cera 4 lifiij WAWA CAS CANOPY R STACKED 9 A FRAME - TRASH COMPOUND MAIRC11-i� - STORE *tae.6O CGfkie/Bc le saki Rt. 29 & Greenbrier Dr Charlottesville, VA • C&P Project #2210312 • 03-25-2021 Architects Engineers Planners TOP OF P�YI 4 srr Tea n 4, /-A'A:C,NRCOM.GREY FETAL o00f AAS OMIIOOIL(IFYOROF eIML ROOF F�■MILoa,aaas �-OFc if TOPaPr,Tcvva s Z m,acsuaermirgrat NM .. . . REX PAWLS — � wF SOME roaa snr 6 1141 rOtt*Ill aPOFMPLLP.Edilli -, 17OFwalwaE .. !!! —MOO — c N E$YE RXf .411 , o�1rw r _ e4NN� a �e�e=_ IV)9 , - lit r Killiki _:-_- __TZ-7.--.-- :', IIII �sa - l �1 :' •-_ - - - - - I vnwowsuNedrt� 1 . I �� 1 9 r r� a -am M■ TOF; �Ady e'Q - 8.3.•"AJCP.: -2ECr.t- PRC$T4!_RA aT400.ZEC 4_UMMJMSTOREFRCN- C, RIGHT (EAST) ELEVATION FRONT (SOUTH) ELEVATION (RICHMOND RD.) REAR ` e1'-0-(TO FACE OF FINISH) ATAS CHARCOAL GREY MET/_ ROOF 4e'4' 1 31,11" I IGCMG I , I t + F ` o — •Fri 3 TWOF STL TONER * TAY9L'1 /--IIETAL SIIE�FFFN T O Ca01t � I I -} TOFOFWALFIATE� ( '� _ 1;1 sc4 • :. 0 _mu /U)All __II I ®o /// i l . T- A 1 V 9 r __wri ______ likka ' , , .=-', ( - ' .,- - RASE REAR (NORTH) ELEVATION 1,— _ M 1 _'�: • N Root Gutters/Porch/Sores m I/�, , AYaAieairn Alas Aluminum Corp Ascot Nfide(10) N � 0 ^ , I• CAS rJNncoLLa1� � j-� ! ! ■i I N ALFr1g I ■ e L E Thin Brick-- E. l l • } .T . r TaremFlash Red //. oCOPING MAL 77asi�N 1�. 7 III III �0° u? r _Sfa4 r'= bl____eramics riZ �. 42:e. © �r Ma — s ._____.i iiiii T /Famo9 �F -�(O , While While {{ s i I �a 1204+ �. of i 1M�OW FJeMT. ,dP A Sefv ce DaorsiFrarll Ice Storage _ . - A ,-::. eA 1' 3� 4----- . o V �• Benlamn Alms SW 2828 '" i 1� Puma Stone — I 36%61/! 22-T 37-7 or Colonial Revival Tan BM R1197 --_-_— p — . suNer�r � FRONT FLOOR PLAN I ! o F_oor o NOTES: 3R CK TA:EFR I. SIGNAGE IS SHOWN FOR REFERENCE ONLY SEPARATE PERMIT REQUIRED. LEFT (WEST) ELEVATION (STONEY POINT RD.) 2. WINDOW GLASS IN THE ENTRANCE CORRIDORS SHOULD MEET THE FOLLOWING CRITERIA: VISIBLE LIGHT TRANSMITTANCE (VLT)SHALL NOT DROP BELOW 40%. VISIBLE UGHT REFLECTANCE (vLR)SHALL NOT EXCEED 30%. CRLael& �er�vtc- WAWA UJ50 FE3 VA V.2018.01 - STORE #86•60 Architects Engineers Planners Rt 29 & Greenbrier Dr, Charlottesville, VA • C&P Project #2210312 • 03-25-2021 f II1 AArnn • owl AllCI OLJ14