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HomeMy WebLinkAbout008-95 Exxon Station - Backfile'AJ�inlJS NV'ld �qHl Nd8V . l l 5b/�:6/YU PROPOSED RED FASCIA WHITE LETTERS AND BORDER CANOPY = Boa of 4' - 511 PROPOSED Al MPD PROPOSED CANOPY FASCIA SIGN RECONFIGURATION A A 8.02' INTERNALLY ILLUMINATED COLOR PANEL FURNISHED BY EXXON INSTALLED BY G.C. SIDE ELEVATION 1.48' V� U�'���� N g PROPOSED D 3.28' CANOPY B PROPOSED BUILDING FASCIA SIGN 34.5'' a 16' ± PROPOSEDId n MPD Afr Af f �J RECONFIGURATION Af O +I � r 00 TOP HAT SIGN FRONT ELEVATION +I 20' ± FOR PROXIMATE AREA 77 TSTORAGE E EXISTING EXXON SIGN TO REMAIN COOLER IL VVVV vv� UTILITY/STORAGE � I , REST ROOMUnleadecl Regular i i OFFICE Ulnleaded SALES u ® u 90 Supreme � NAUnleaded CASHIER Ij C EXISTING MAJOR I.D. SIGN TO REMAIN PROPOSED C-STORE LAYOUT N CORPORATION RS No: 2-6442 !MarVkDe rtment Real Estate & En ineerin Scale: AS NOTED SIGNS AND ELEVATIONS Dote: CHECKED BY: DATE:" 2 as MAY 1995 QUALITY CONTROL ENGINEER 4663 MARTINSBURG PIKE, CLEARBROOK County No: Date: Revisions By: Chk By: STONEWALL DISTRICT, FREDERICK COUNTY, VIRGINIA Designed By: Filename: The Plan Source Consulting Engineers Drafted By: SHEET 8565-C Sudley Rood o Monossos, VA 22110 Checked By: of (703) 330 0954 FAX (703) 335 9062 UAS& r Z SIbNAGE 0NL` SIDE ELEVATION PROF MI RECONFI( FRONT ELEVATION 7_�r-,r,r,r\r,r-r, 55 1,E z 151. 01CO °- 01 - 1 � I W2 ZONE —0 8s r 1 ♦ �, 1 tit 11 1 rn —° 9 11 � , rr-- ,I , � r r ,I _ 1 57 1 a ♦ Iti / ! v PROPOSED / N28° 24`49"E~43.04' 'E 67.00' COOLOER N260 30'00 OUT BUILDING ! V / G) N BAY-TO-CPCA 4. ----� ' O 5D' x 42'-CA 0 P Y 11 , � " o� • 11 1 'Ile r' G' ° !1 I S320 25'54"W 25.97' =------------- a r S32° 24'30"W 67.00"\ ri +� S310 45'07"W--141.25' ii P--- � — --- ---- ------ ——y-------- -- ---------------- --- -- — ---------------------- i �AIRV KKa U12c3 [P [x PROPOSED SITE PLAN 1"=50' nrr% r AC-ni e lA/WITF I FTTG:_PQ Alvin Rr)PnFp PROPOSED CANOPY FASCIA SIGN 8.02' ✓I INTERNALLY ILLUMINATED COLOR PANEL FURNISHED BY EXXON INSTALLED BY G.C. _�d r", OTOP HAT SIGN PROPOSED C-STORE LAYOUT CHECKED BY: QU�CO, CONTROL ER DATE: � Z GS Date: Revisions I By Chk By= PROPOSED BUILDING FASCIA SIGN 16' + I.. Afi�e CN L 3.28' EXISTING EXXON SIGN TO REMAIN Regular Unleaded ®� O Plus Unleaded u Supreme Unleaded Unleaded LJ 0 EXISTING MAJOR I.D. SIGN TO REMAIN CORPORATION Iment Real Estate & SIGNS AND ELEVATIONS 4663 MARTINSBURG PIKE, CLEARBROOK STONEWALL DISTRICT, FREDERICK COUNTY, VIRGINIA RS No; 2-6442 Ole: AS NOTED Dote: MAY 1995 County No: Designed By Filenome: Drafted By: I S Checked By: I 1 OF 1 r I1_t; T;,,projecis \exxon \rsz-°,,+-,+z \b4,+zslgn.dgn DATE: 14-Jun-95 14:36 LASF FV& S 16NAG V_ 0N 23�JAOS Nor ld 2HI Wd9V : T T 56 /EZ /90 PROF MI RECONFI( SIDE ELEVATION FRONT ELEVATION r. /-' r ,. ^ r RED FASCIA, WHITE LETTERS AND BORDER 5511E � 151, 0 cr ' 1 � l \ I Ill©(I�i ill O tl N 1 11 + J I l fl I fl-- II { po � f� —o —o ` � ♦ I UuU t 0 N28° 24'49"E-43.04' PROPOSED ' t { N260 30'00"E 67.Q0 — -�� COOLOER / OUT -BUILDING / 4 OCP xN { t t / BAY-TO-CP Cy) +i+t Itl t CD CD o o y , • 5D x 1-�,— �, l o® I • 42-CA O P Y i �l � „ o'• u t rr 41 � • D rr � II 1 _ „ •'�� tt I - -1 ° o A 01 S320 25'54''W O S32(24'30"W 67.00' \ A /i +i S31° 45'07'W 141.25' �\ A� %_____ .. _ ---- `- PROPOSED SITE PLAN 1"=50' M 4'-5" PROPOSED CANOPY FASCIA SIGN 8.02' INTERNALLY ILLUMINATED COLOR PANEL FURNISHED BY EXXON INSTALLED BY G.C. 1.487g)ST `� RM tell (DTOP HAT SIGN PROPOSED C-STORE LAYOUT DATE: (x� 05 QUALITY// CONTROL ENGINEER Dote: I Revisions I By: jChk By: CHECKED BY: 3.28' PROPOSED BUILDING FASCIA SIGN 16' EXISTING EXXON SIGN TO REMAIN a(W Tcah Regular @ O O Unleaded Plus ®� O UnleadedSU Unleaded LS 0 EXISTING MAJOR I.D. SIGN TO REMAIN CORPORATION state & SIGNS AND ELEVATIONS 4663 MARTINSBURG PIKE, CLEARBROOK STONEWALL DISTRICT, FREDERICK COUNTY, VIRGINIA — — 2-6442 Scale: AS NOTED Dote: MAY 1995 County No: Designed By: Filename: Drafted By: SHEET Checked By: 1 OF FILE: f \projects\exxon\rs2-6442\6442sign.dgn DATE: 14-Jun-95 14:36 [AST S N PROPOSED RED FASCIA WHITE LETTERS AND BORDER CANOPY = mxw o ] 4'-5" PROPOSED MPD PROPOSED CANOPY FASCIA SIGN RECONFIGURATION A A 8.02' INTERNALLY ILLUMINATED COLOR PANEL FURNISHED BY EXXON INSTALLED BY G.C. SIDE ELEVATION 1.48' 0 1� ��� l5 N g PROPOSED D 3.28' CANOPY B B PROPOSED BUILDING FASCIA SIGN 34.5Iva " 16' ± PROPOSED MPD .f /f RECONFIGURATION 0 0 1 0S .f 0 60 TOP HAT SIGN FRONT ELEVATION +I N4 ° o 2 - _ � �n _ ss„E - ° ill 2 ZONE p� �+ ' -0 APPROXIMATE AREA EXISTING EXXON SIGN TO REMAIN �, rrt_ ++ ,9 I FOR ACCESS/STORAGE E 5r, y COOLER vvvvvvvv u � UTILITY/STORAGE ° PROPOSED �. -_i ` 0 �0- +i II E 67.00' N28 24 49 E-43.04 �, COOLOER N260 3010011E OUT -BUILDING i 0 r! I I 0 rr N � �I II REST ROOM 809 TIC h a CST+ 1 A + I Regular y ` I` O� I Unleaded O3j o Plus // �x\\\ hill OFFICE Unleaded T . � g 11 0 BAY-TO-CP // /' \\ B rn It i SALES Supreme O II 11 II Unleaded LT O CASHIER a _ _ ' —_ • •O ..5D_x 42_ CAN 0 P Y ® �" 0 � •, � ,/. .,\� I« � C EXISTING MAJOR I.D. SIGN TO REMAIN 0 CORPORATION RS "°: v i i � rrr 2-6442 rr PROPOSED C-STORE LAYOUT Marke De rtment Reol Estate & Engineering Scale: S3225 974 W AS NOTED r--�_ SIGNS AND ELEVATIONS Dote: 0 S320 24'30"W 67.00' \ ,i I� S310 45'07'W \ 141.25' -- n ,'i'� y „ \\ � MAY 1995 CHECKED BY: ��— DATE: r S \� �i '/ \\ i'i \\ ' ice/ 4663 MARTINSBURG PIKE, CLEARBROOK County No: QUALITY CONTROL ENGINEER ----�\ _ STONEWALL DISTRICT, FREDERICK COUNTY, VIRGINIA F=-------------------------y�----_---'--------------------- --__-= '�' - Dote Revisions 8y� Chk 8y: _------------------------------------ --------------------- U .119 a � 0 U U Designed By: Filename HaN'T KKS UIR0 poKIE The Plan Source PROPOSED SITE PLAN Consulting Engineers Drafted By: SHEET 8565-C Sudley Road o Manassas, VA 22110 Checked By. 1"=50' (703) 330-0954 FAX (703) 335-9062 �F FILE: f:\projects\exxon\rs2-6442\6442sign.dgn DATE: 14-Jun-95 14:36 L.1 I✓ U 1 1 V U 1 V V 1 l " 1 1 W Y `l V J t V L J-/ Y V i / - SITE REs r Cl y� H a N CLEARBROOK o z N4 s „E P. _ rn 0) - `o METAL SIGN ` :P o POLE 14'x4' A>VICINITY MAP f \�� SCALE; 1" = 2,000 M2 ZONE W ILL Illll y�0• `I I r USE: VACANT r, 1t- 00+ I EXISTING 3/4 SHON S SIGN -a+i ~' SUP OR �S,% EXXON SIGN +4 11 16 X8 ON WATER -.SERVICE I1+--- 0 P ES F pi SITE TABULATION MINIMUM LOT AREA REQUIRED PROVIDED REMARK 2 ACRES 1.23 ACRES PRIOR NONCONF, MINIMUM LOT WIDTH 250 FT 216 FT PRIOR NONCONF. MAXIMUM BUILDING HEIGHT 35 FT. 18 FT. MINIMUM YARD REQ. FRONT (RTE 669) 60 FT 101.4 FT FRONT (RTE 11) 60 FT 73.3 FT SIDE 50 FT 90 FT REAR 50 FT 50 FT MAXIMUM F.A.R. N/A 0.04 LOADING SPACES 1 SPACE 1 SPACE PARKING SPACES 7 SPACES 7 SPACES a? I 60 HT SUPPORT APPROXIMATE AREA + GRASS APPROX.�L•QCATION � I FOR ACCESS/STORAGE 1 1 ♦ 1 o , >BR / + 50 L REMOVE 'DAMAGED ++ 1 t 1 �J VI 1 LIMIT /OF HEADWALL AND + C3ISTUR ANCE , , - ' MITRE PIPE END / 5.5LP it E' D WALL It tt I tt INV 644.48 j PP r' - \ / �/ / / r, 6Q\\'��, LP cj rlltt 'E_TRASH -_'6 - .04 PP ,- ENCLOSU E 7� \��\° �'/ �2., R-�_rr-�'�_-,�� 20'R,�"I tt +tt i = I� tt _43 l D t�128 24,49115- - PROPOSED STORAGE / \ /\ / / G�' ,' p ; , , ; ', ti o I tt N26° 30'00"E 67.00 _ - ,'�. ARID REFRIDGERATIO \ / \ 'l 0 , c�QP O r c�" + ; r. ott \ r G ADDITION / / \ `� © `tip O r FUEL FILLER CAPS t+ o I tt 'TANKS \ \ ` 12 rr 16t+ tt t Z �'g.' t ,N 1 -j �O zl t t +p m t � Qo �^ �'' IU, tt tt '+ r�*rn vv tt - ----- �� MASTER`\ /\ / G S�O��'\`�C' �� 6R + + t • r �1Vv tt --- ---- ' ' BOX F o J ----.APPX. 8' O.C. _ - i'i +�<�C, �O`��G' �% ; QO 2 ` cc 100' LINES - - - - - - 13 �. + + + `Iv - - - - ' I' ' P� 1 �GF' �' G Q/ \ \ �Q� o ' It Ott t AP /�/ ��/ ,mac �x. 'Q p t t t+ I tt 21 I I tlt 1t i I �t oe c �`---- - / \ / / / �.. LIMITS OF - �o --� �__ - --'`\ /mac �/ 4 / 5 �i g �,' DISTURBANCE QG�' -- E;,IST G + / , , 44 J rt - B F I C K +90/f�' ��8' `• O 6 tit +t - St,tD 60 BR w COOLER UTILITY/STORAGE v v v v v v v v v (EXISTING TO REMAIN) J REST ROOM + OFFIC1 + SALES CASHIER ----*-- - �- ° �. 0 ,�' ii U) it t ` 4" LAYER SHREDDED - - - - - FOR t Q ' 1, �' , i 1 n t �� BARK MULCH DRAIN/FIELD _ _ _ _ - - - - �IE�JDIN tt t / �I� t 1 -------�-- MACHINE 0 �' 20'X16' 4 `�, / i' ,' '� it + �\ I - - H/C SPACE o Q t+ t 46 --.---- / --- EST �,/ , LP i t cr -'---- ' 13 �LL /� v �G '�i6i, I it �? co - - rii ° 0 - I t tt 1 17 ii it t 1 �rr16 `t i CONC PAD i / 5'R ��\ ,��° y MONITOR WELL ' III, I I __ _- - ------ -7 PAVEM NT + 11 i' l i TEST 6 15 R ��;' ---- 642--------- 1 ill i 1 - J Lp rd�J ST I) WELL + 40/. 00 15 +412 �% LP f;� EXXON SIGN ... ur rf 1 ,' _ ------ O + / ii SF 11 x15 ON yi�i 1 -r- -- _ S32°2554"W rr12' X 45' LOADING SPACE / LIMITS OF RW �O� j 30' SUPPORTS 6" CURB + 25. q' ! KDISTURBANCE / TO BE RELOCATED 97 °ii _==--- S_32_ 24'30"W 67.00' -_--_ ___- • a % ri r ------ E - ---- --------------------- -----� --------- -- --------------- -- S31 4507 W --- 1.25_ - '� '�--------TO PRIVATE PROPERTY 'r'r--------- r� ISLAND J - - -�f 7 - ri T + GRASS r PP // 35' ENTRANCE t �� r , r----------- ii � 2O'R,ir 50' ENTRANCE '� PP + ' 4' +-----------+ ` 8" RCP STM EW - - �� 12'R ��15 R - -18" RCP STM SEW L---------- _0 15'R n== --- ----- �-_--= �= = ----- __- -- _ = =----------- CONC SWALE _ _ ------------------------------- ----------------------------------------\\-__------------____-= _- _ I ------------ - SEE NOTE °11 SEE NOTE 611 EP 1 --------------=--------- EP TOPB638 28 GUTTER CURES INLET I REMOVE DAMAGED INV 635.38 TOP 641.10 HEADWALL AND U �jINV 638.10MITRE PIPE ENDo o R O �� U ---------------------------------------------------------------------------------- ----- ---------------------- -------------------------------------------- - ----1 --- ••.6 I FLOOR PLAN SCALE; V-10' IL IWJ 12" BALL PLUS 24'' LEGEND � m m 15 ITEM NUMBER LISTED BELOW (NEW) Li m 15 ITEM NUMBER LISTED BELOW (EXISTNG) z En J � a BS - BUILDING SUPPLIER �_ � z GC - GENERAL CONTRACTOR Q7 PARKING SPACE E - EXXON BUILDING 1 - - EXISTING BUILDING TO REMAIN W/ COOLER ADDITION CANOPY / ISLANDS 4 BS BS CANOPY TYPE 50 'X 42', HEIGHT = 18' 5 E GC DISPENSING EQUIPMENT (4) MPD-3 ADVANTAGE SERIES W/CRIND AND VAPOR VAC. RETAIN HOLD OPEN & EMERGENCY SHUT-OFF DEVICES AND FIRE EXTINGUISHERS 6 E GC TRANSAC SYSTEM TCR-15 (G-SITE, 2-REQ'D.) (36 F.P.) 7 E BS (2) CANOPY FASCIA SIGNS 4'-5" X 113/4" (10 SF EACH) 8 E GC COLUMNLESS SPREADER BARS (2) BLANK, (2) EXXON 34.5" X 7.6" (4 SF EACH) 9 GC GC CANOPY DOWNSPOUTS TO DRAIN ABOVE GROUND YARD AREA - TANKS UNDERGROUND TANKS FOR MOTOR FUEL (EXISTING TO REMAIN) 10 - REGULAR, PLUS & SUPREME FUELS WITH STP W/LEAK DETECTORS. (3) 1-1/2HP 11 E GC ENVIROFLEX PRODUCT PIPING & VENTING LINES 12 GC GC VAPOR RECOVERY SYSTEM (STAGE 1) PIPE FOR STAGE II YARD AREA - OTHER 13 - EX. ASPHALT PAVING 14 GC GC 6" CONCRETE w/6x6-6/6 WWF 15 GC GC 6" HEADER CURB, STD. CG-2 16 GC GC TRASH ENCLOSURE (SEE SHEET 2 FOR DETAILS) 17 EXX f`QC AJOR PRICE/I.D. SIGN TO BE RELOCATED 18 E GC HANDICAP PARKING ONLY SIGN PER LOCAL CODE 19 GC GC 30'' HIGH STEEL BOLLARD 12,000 LB. FORCE RESISTANCE 20 GC GC 4" WIDE PAINT STRIPES (WHITE) 21 E GC YARD LIGHTS 22 E GC BUILDING SIGN "TIGER MART" 8.02' X 1.48' (12 SF) AND TIGER LOGO 3.28' X 2'-4" (11 SF) NOTES 1. THIS PROJECT PROPOSES TO REPLACE 4 EXISTING GASOLINE PUMPS WITH 4 NEW MPD'S AND A CANOPY. THE EXISTING FUEL TANKS SHALL REMAIN IN PLACE. THE EXISTING PRICE/I.D. SIGN WILL BE RELOCATED. 2. THE USE OF THE SITE IS TO REMAIN A SERVICE STATION AND RETAIL (CONVENIENCE) STORE. 3. THIS SITE IS IDENTIFIED ON FREDERICK COUNTY TAX MAP *33A-A-11 AND FOUND OF RECORD IN DEED BOOK 360 PAGE 168 PRESENTLY IN THE NAME OF EXXON CORPORATION. THE AREA OF EXISTING SITE IS 1.23 AC AND IT IS CURRENTLY ZONED AS RA. 4. PARKING REQUIREMENTS ARE CALCULATED AS FOLLOWS: CU & REMOVE BURLAP 1/200 SF X 1350 RETAIL SPACE REQUIRED = 7 PARKING SPACES FROM TOP 1/3 OF BALL TOTAL SPACES PROVIDED (INCL. 1 HC SP) - 7 PARKING SPACES 1 LOADING SPACE REQUIRED - 1 LOADING SPACE 4'' EARTH SAUCER TOTAL LOADING SPACES PROVIDED - 1 LOADING SPACE -SCARIFY SIDES DETAIL - SHRUB PLANTING NOT TO SCALE 45 MPH POSTED SPEED LIMIT �0' �? I RUBBER HOSE - APPROVED TREE WRAP - _ _------------------------------ WHITE FLAG - EP EROSION & SEDIMENT CONTROL NARRATIVE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL DESCRIPTION: THIS PROJECT CONSISTS OF CONSTRUCTION OF A CANOPY AND PUMP ISLANDS. THE TOTAL DISTURBED AREA IS 0.19 Ac. SOILS: THE SOIL ON SITE HAS BEEN IDENTIFIED AS CONTAINING A SMALL AREA OF IMPORTED FILL MATERIAL. THE SOIL IS GENERALLY WELL SUITED FOR THIS USE, HOWEVER, IT HAS HIGH ERODABILITY AND MUST BE PROTECTED DURING CONSTRUCTION. ADJACENT AREAS: THE TOPOGRAPHY OF THE SITE GENERALLY SLOPES FROM WEST TO EAST. THE EXISTING DRAINAGE PATTERN FROM THE SITE IS SHEET FLOW TO THE EXISTING STORM DRAINAGE SYSTEM ALONG RTE. 11. THE PROPOSED RUNOFF FROM THE SITE IS LESS THAN THE EXISTING RUNOFF WHICH WILL CAUSE NO CHANGE TO THE EXISTING DRAINAGE PATTERN. THE EXISTING STORM DRAINAGE SYSTEM IS ADEQUATE TO CONVEY THIS RUNOFF. EROSION & SEDIMENT CONTROL LEGEND: SF SI LT FENCE (SPEC. NO. 3.05) RW RIGHT-OF-WAY DIVERSION (SPEC. NO. 3.11) ST SEDIMENT TRAP (SPEC. NO. 3.13) EROSION AND SEDIMENT CONTROL MEASURES: 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. 3. SILT FENCE, RIGHT-OF-WAY DIVERSION, AND SEDIMENT TRAP SHALL BE INSTALLED ALONG THE EASTERN BOUNDARY TO FILTER RUNOFF PRIOR TO DRAIN FROM THE SITE. 4. TEMPORARY SEEDING AND MULCHING ARE TO BE APPLIED TO ANY AREA WITHIN THE SITE NOT CONTINUOUSLY WORKED IMMEDIATELY AFTER CLEARING AND GRADING. 5. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. PLANTING SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME QUANTITY SIZE • QUERCUS PALUSTRUS ILEX GLABRA PIN OAK 2 2" CAL INKBERRY 14 36" ��rtiTH OF P r� ro �I VOA BHOOPENDRA PRAKASH ri' No.019152 It 612,31q) d V) w Q ---DOUBLE STRAND *12 a GAUGE GALVANIZED WIRE 4" LAYER SHREDDED HARDWOOD BARK MULCH - 6' CEDAR STAKE FLUSH WITH GROUND SCARIFY SIDES j" 12" > V as BALL PLUS 24'' o: CORPORATION !MorTk!ortment Real Estote & En ineerirn DETAIL - TREE PLANTING NOT TO SCALE SITE PLAN 4663 MARTINSBURG PIKE, CLEARBROOK STONEWALL DISTRICT, FREDERICK COUNTY, VIRGINIA 5. THE PROPERTY IS CURRENTLY SERVED BY PRIVATE WELL AND SEPTIC SYSTEM. 6. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON A FIELD SURVEY PREPARED BY DARRYL G. MERCHANT, L.S. DATED JANUARY 25, 1995. CONTOUR INTERVAL IS 2 FT. THE SEPTIC SYSTEM INFORMATION SHOWN HEREON IS BASED ON RECORDS OF THE HUMBLE OIL & REFINING COMPANY DATED JULY 15,'1969, REVISED MAY 24, 1973. 7. EXISTING VEGETATION WILL BE PRESERVED TO THE EXTENT POSSIBLE UNLESS OTHERWISE NOTED. ADDITIONAL LANDSCAPING IS PROPOSED. 8. THE OWNER AND DEVELOPER OF THIS PROPERTY IS THE EXXON CORPORATION, P.O. BOX 53, HOUSTON TEXAS, 77001. 9. STORMWATER MANAGEMENT FOR THIS PROJECT IS ADDRESSED BY THE PROPOSED REDUCTION IN PAVED AREA WHICH WILL DECREASE THE STORMWATER RUNOFF RATE BELOW THE EXISTING RUNOFF RATE. 10. STATE'S RIGHT-OF-WAY TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 11. ANY DAMAGED/DETERIORATED CURB AND/OR CURB AND GUTTER IS TO BE REPLACED TO CURRENT VDOT STANDARDS AND SPECIFICATIONS. THE THREE EXISTING CONCRETE ENTRANCE GUTTERS WILL ALSO NEED TO BE REPLACED TO VDOT STANDARD CG-8 STANDARDS OR REPLACED WITH 8" 21-B AGGREGATE, 3" BM-2 ASPHALT CONCRETE AND 11/2'' SM-2A ASPHALT CONCRETE. AFTER ALL REPAIRS ARE COMPLETED THE ENTRANCES SHALL BE PATCHED OUT AND OVERLAID WITH 11/2'' SM-2A ASPHALT CONCRETE. SEE SHEET 2 FOR CURB DETAILS. 12• VARIANCE *007-95 WAS APPROVED JUNE -20, 1995 TO ALLOW A REDUCTION OF THE REAR YARD REQUIREMENT BY 8.7 FEET TO ALLOW A BUILDING ADDTION OF 37.5' X 8' FOR REFRIDGERATION AND STORAGE USE. CHECKED BY: DATE: � S QUALITY/CONTROL ENGINEER Date: Revisions By: Chk /20/95 REVISE PER STATE & COUNTY COMMENTS GP JP 20 0 20 40 60 5/24/95 ADD 37.5' X 8' BLDG. ADDITION 6/23/9 VARIANCE NOTE AND ADD BLDG. SIGN SCALE: 1"=20' APPROVED BY THE ZONING ADMINISTRATOR:A S No 2-6442 Scale: 1" = 20' Date: MARCH 16, 1995 County No: Designed By: Filenome: JP 6442SITE Drafted By: SHEET DV/MEA Checked By: 1 OF 2 DV FILE: f:\projects\exxon\rs2-6442\6442site.dgn DATE: 23-Jun-95 11:31 The Plan Source Consulting Engineers Tel: (703) 330-0954 David McGettigan Project Planner Fax: (703) 335-9062 8565-C Sudley Road Manassas, Virginia 22110 PRECAST 4000 PSI y o „ CAST -IN -PLACE CLASS A3 N4 • ��z PRECAST 4000 PSI 4 2 23' E 'Sr - CAST -IN -PLACE -CLASS A3 NOTE A: 2" RADIUS WILL BE ° ALLOWED WITH CURB 1. � 2"R AND GUTTER ° O / / THE BOTTOM OF THE CURB AND SURFACE y o0 THE DEPTH OF CURB MAY GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUB " �F ti a �i �\ �° BE 18" AS SHOWN .4 SURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS " ° /�- -- ���It� i °° BASE MAINTAINED. N26 30 00 E " 43.044149"E / Ito I -- \ / �tt�4 il t SUBBASE 611 zl tit t t STANDARD CURB & GUTTER (CG-6) o <�/ � > ss56010'9��E VDOT S ''l't+� t ��''�' �°' ` VDOR STANDARD CURB (CG-2) NOT TO SCALE p O ' ��ti • ���'� / / �� !�� 1 '� NOT TO SCALE it it I It ce S32.24'30"W �. ► . 67.00' ----- ---------- 450' SIGHT DISTANCE --'------ - 47. 472 45.3 ---------------------- - - - --------------------__---_-__------------------------- ----------------- ------------------ _ _ _ - - - - - - 25.97 nw S31° 45'07"W 141.25' y .T + -+ _ _ _ ------------------- 450' SIGHT pISTq�10E 41B <o � 4 B 47.5 HP 47.8 47}------47�4 — 46. -------------------------------- 4+00 _ — — — — - --I -- -- -- — — — — — — — — —----------- 's - �7� iJ-—I-------------+—'-- — — — --- --- — ^---------------- — ----- - --- — -k --- — —+— --- -} — -j — — -- 628.3 _----------- _ _ -- — ---- -,. i 5+00 634 6+00 7+00 �n]G^QG37' [nlosume POKE 9+00 41. 10�010 11+OQ., 12+OQ 464 13+00 47.1 14+00 15+00 462 {— — — — ------ -F +-------------------F - - - — --- — — — — _------------------------ 45 MPH POSUED 3PIER0 (L�MO'T -+— — — 2+00------------ 6� ------ _--------- 627.7+ ----- 1 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 650 645 640 635 630 625 620 4.2 ' HEIGHT UIST SCE OF OBJECT ' IGHT r r 3.5" HEIGHT PISS X4CE , _ 450 SIGHT ` EXISTING GRADE 4.25' HEIGHT O OF OBJECT v ` z z Q = V 00 0 t- . r Q p W U r O 3 U wED U O W O O O O 00 i I I 00 M : O N 04 0+00 6" CONC. PAD REINFORCED W/6x6-6/6 WWF m a0 1+00 2+00 3+00 3'-111/16 4" BOLLARDS -- ----- -- ------ L 6" 4" CAP BLOCK I I I I I I I I I I I I I SLOPE 5 VERTICAL 3�1x3' X316" JV ANGLE, /6-0"I LONG I HINGE 8"x1/4"STEEL HOOK WELDED TO AN AND EMBEDDED IN M TAR (4) WELDS P ANGLE I I I HOLD FOR DOOR OPENING z SLAB CO ROL 901NT+ a o ° • • ti •, J ZW .• a o cn H Z Q^ w • p •� S. • •d •' • Mw w N w wa vi •A p• PLAN 8"x8"x16" HOLLOW CONCRETE TYP. BLOCK W/08 1/8" DUR-O-WALL EVERY OTHER COURSE FLUSH - JOINTS 4+00 5+00 AMEAB MODEL 900-GG 55 4" x 72" METAL GATES W/6 HINGES LATCH AND GATE 5'TOP PAINT GREY HARDWARE. FIELD SEE PAINTING WELD CLEARANCE. WITH 2" BOTTOM \ SCHEDULE - LATCH (2)GATE STOPS W/yjg "x3" HOLDERS SET IN SLAB CORES IN FIRST DRIVEWAY �L L�1_1L1L1� 16" TO BE FILLED GRADE WITH CONCRETE DRILL HOLES IN CONCRETE FOR GATE STOP HOLDERS 6+00 CONC. WALK N O O 6" CONC. SLAB _j W REINFORCED WITH � / °i � z o SOLID CONIC 4 - 00 4"� �4" 6x6-6/6 WWF BLOCK 4 � 0 o ------------------------- rm3 • •• - - - - - - - - - - - - - - - - - - - - - - CONCRETE - FOOTING TRASH ENCLOSURE DETAIL ELEVATION 7+00 TH OF 1 1 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 0 BHOOPENDRA PRAKAS U No. P19152 Q� 50 0 50 100 150 s�lONAL SCALE: 1"=50' 16+00 FILE: y:\projects\exxon\rs2-6442\6442sdis.dgn DATE: 28-Apr-95 16:49 LEGEND N CLEARBROOK N4 ° 2,315 "E - •� All - �: METAL SIGN - o POLE 14' x 4'.�� �=A>VICINITY MAP ­0o �� SCALE: 1'' = 2,000 � rl-• y 11 }, M2 ZONE W LL !l1 l 00 USE: VACANT • J � EXISTING 3 SHON YS SIGN---$+!1 -;SUP OR `s��, EXXON SIGN WATER•.SER4VICE / !!1� P ES t� 161X8' ON SITE TABULATION MINIMW I LOT AREA REQUIRED PROVIDED REMARK 2 ACRES 1.23 ACRES PRIOR NONCONF, MINIMUM LOT WIDTH 250 FT 216 FT PRIOR NONCONF. MAXIMUM BUILDING HEIGHT 35 FT. 18 FT. MINIMUM YARD REQ. FRONT (RTE 669) 60 FT 101.4 FT FRONT (RTE 11) 60 FT 73.3 FT SIDE 50 FT 90 FT REAR 50 FT 50 FT MAXIMUM F.A.R. N/A 0.04 LOADING SPACES 1 SPACE 1 SPACE PARKING SPACES 7 SPACES 7 SPACES 3 1 60 HT SUPPORT I � GRASS APPROX.LQCATION � !1 n I '` i APPROXIMATE AREA FOR ACCESS/STORAGE 14 J 5 ' �RL h - I o / ,ram It REMOVE DAMAGED ++ LIMIT--SS/OF �'HEADWALL AND + DISTUR�"ANCE , , - - 45.5 MITRE PIPE END '+ LP It I >� -15 ® END WALL It 4 1 /' / /\ INV 644.48 }} 1�e 0 T it pp 6 ,,E' ' ` TRASH // ^ ^ � �%� 21 !! ENCLOSU E 2. 'R ! 20'R,�� f�t28° 24`49"c - 4_ 3_ _04 pp �< �. / / t� ,'' `\'f - �� , PROPOSED STORAGEV1, I 1 b 30'00"E 67.00 __ . - _ , / ARID REFRIDGERATIO \ / \ 'l 0 UP r ! J I I i .1. N26 _ , p O a U) ADDITION 0 O ' �� I I 1 ' { -+ I 6 O FUEL FILLER e +1 t� a > ca \ ��© CAPS ------ - -�.I 'TANK, E - / �F \ �\ 1K,q \`\O 12 !� v+ I 11 II z �'v 11 _------- I 1 to tTl • - - - I I \ m a ------,---J�� tv1ASTER�/\ // O `J����G`X C, 61ci_ + + 1 • r- o I ---- I I BOX -����G2 co %APPX. 8'O.C_ 3- I----L-----I i'I� ,�� O�Q /�/ OCR/ , ♦ / ,� �Q O21 I I +I 11 II -. - - - . � ��•, F fro '� / , G/ �♦ /'` � I I 1 y 1 18 0 ,--__-to LIMITS OF ------�'� _-_ �_- --"-N\ /mac �l 4 / 5 ,/ 9 /.' , DISTURBANCE P It t I, -- -----,`-EXIST D �� / / '' ,' / \ A /% 44 �j ++ I I, 1 �7 , , r / / 6 , It 1 I D� 1 it / ----------� � BRICK I / Q �' < /' �L+ �// �I! It i rah` 11 ' SHED 60' BR /' \ o ' w It COOLER UTILITY/STORAGE v v v v v v v v (EXISTING TO REMAIN) J REST ROOM OFFICgI i SALES - CASHIER - - - ` - 'r i FOR t / �` O .ry '� U) It t ` 4'' LAYER SHREDDED DRAIN FIELD _ _ _ _ _ - -� � ENDIN \ 8 \�: , / �. ti '� ' I it 1 \� BARK MULCH �- - - - ACHINE 0 �,' 20' X16' 4 \ �•�•• /' ' �� `f ' c j H/C SPACE \ o / P •9 .�'� I J II 1 --- I EST �� • ' /' Q LP II 11 1 OD Itit I ------------ �'. ' CONIC PAD WELL PAD / /' I I I} I --- r 16 a_ i i / 5 R I _ '' ASPHALT 7 %--- ----- ri PAVEMENT 910E 418 15'R _ -y----- rim ,o n u ! ,r�� ST . TEST i 6 ii i 642 I I !! ! 1 LP j "� WELL 1 4p/ CO 412 �/ LP � EXXON SIGN !1 ! --i //v � N 15 O i / ' SF �11'x15' ON �� r S32o 2rJ'S4"W U12' X ' 45' LOADING SPACE / LIMITS OF RW 30' SUPPORTS �O- �� , , DISTURBANCE �S32°24'30"W 67.00' 25.97 '' _� 6'' CURB / TO BE RELOCATED ,!' __ ----_ __ S31.45'07"W 1.25' . �/ TO PRIVATE PROPERTY „'�' SM '�-= --------------E ---- - II -�f��!-------__ ��ISLAND ------ E -----{�-------------- -�---- ----- --------- -- ------ GRASS ----- -- - --- - - -- - _ -� ---n------ t ri - ' 1 , 35' ENTRANCE -__-_ t 50' ENTRANCE ���15 R PP r-----------� �� ii 2O'R," 18'' RCP STM SEW -----------F-- --- �8 RCP STM �W ��12 R _ _ - 15,R F _---------___- _------_-_-_------.� - ---- �_ ----- , CONICSWALE ----- --------------------- ---- 0---- - --------------------------------- --- --------------- ------- --------- SEE NOTE •11 SEE NOTE •11 - ----~ --------------=--------- EP - I EP CURB INLET GUTTER 7 TOP 638.28 CURB 'NLET I REMOVE DAMAGED INV 635.38 TOP 641.10 y HEADWALL AND . �j INV 638.10 MITRE PIPE END 6�$v o� o HO UVE U U I ---t--------------------------------------------------------- --- - ----------------------------- -------------- --- -- ------------ ----- --- ----- --- --- ----- -------1 - FLOOR PLAN SCALE; 1''-10' ® IWJ BALL PLUS 24'' CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL 4'' EARTH SAUCER -SCARIFY SIDES Q DETAIL - SHRUB PLANTING NOT TO SCALE 45 MPH POSTED SPEED LIMIT 0•, �? 1 RUBBER HOSE EP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - -----------------EP----------------------------------- EROSION & SEDIMENT CONTROL NARRATIVE DESCRIPTION: THIS PROJECT CONSISTS OF CONSTRUCTION OF A CANOPY PLANTING SCHEDULE AND PUMP ISLANDS. THE TOTAL DISTURBED AREA IS 0.19 Ac. SOILS: THE SOIL ON SITE HAS BEEN IDENTIFIED AS CONTAINING A SMALL AREA OF IMPORTED FILL MATERIAL. THE SOIL IS GENERALLY WELL SUITED FOR THIS USE, HOWEVER, IT HAS HIGH ERODABILITY AND MUST BE PROTECTED DURING CONSTRUCTION. EROSION AND SEDIMENT CONTROL MEASURES: ADJACENT AREAS: THE TOPOGRAPHY OF THE SITE GENERALLY SLOPES FROM WEST TO EAST. THE EXISTING DRAINAGE PATTERN FROM THE SITE IS 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL SHEET FLOW TO THE EXISTING STORM DRAINAGE SYSTEM ALONG RTE. 11. THE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND PROPOSED RUNOFF FROM THE SITE IS LESS THAN THE EXISTING RUNOFF MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. WHICH WILL CAUSE NO CHANGE TO THE EXISTING DRAINAGE PATTERN. THE EXISTING STORM DRAINAGE SYSTEM IS ADEQUATE TO CONVEY THIS RUNOFF. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR EROSION & SEDIMENT CONTROL LEGEND: SF SI LT FENCE (SPEC. NO. 3.05) RW RIGHT-OF-WAY DIVERSION (SPEC. NO. 3.11) G SEDIMENT TRAP (SPEC. NO. 3.13) TO OR AS THE FIRST STEP IN GRADING. 3. SILT FENCE, RIGHT-OF-WAY DIVERSION, AND SEDIMENT TRAP SHALL BE INSTALLED ALONG THE EASTERN BOUNDARY TO FILTER RUNOFF PRIOR TO DRAIN FROM THE SITE. 4. TEMPORARY SEEDING AND MULCHING ARE TO BE APPLIED TO ANY AREA WITHIN THE SITE NOT CONTINUOUSLY WORKED IMMEDIATELY AFTER CLEARING AND GRADING. 5. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. SYMBOL BOTANICAL NAME COMMON NAME QUANTITY SIZE QUERCUS PALUSTR.US ILEX GLABRA PIN OAK 2 2'' CAL INKBERRY 14 36" It jr O BHOOPENDRA PRAKASH Q No. 019152 I'd r 20 0 20 SCALE: 1''=20' APPROVED TREE WRAP WHITE FLAG CUT & REMOVE BURLAI FROM TOP 1/3 OF BAI SCARIFY SIDES 40 60 DETAIL - TREE PLANTING NOT TO SCALE DOUBLE STRAND 012 GAUGE GALVANIZED WIRE 4'' LAYER SHREDDED HARDWOOD BARK MULCH 6' CEDAR STAKE FLUSH WITH GROUND rr r m >- 15 ITEM NUMBER LISTED BELOW (NEW) w m m Lj 0 15 ITEM NUMBER LISTED BELOW (EXISTNG) Z (n -1 BS - BUILDING SUPPLIER LL_Z GC - GENERAL CONTRACTOR Q7 PARKING SPACE E - EXXON BUILDING 1 - - EXISTING BUILDING TO REMAIN W/ COOLER ADDITION CANOPY / ISLANDS 4 BS BS CANOPY TYPE 50 'X 421, HEIGHT = 18' 5 E GC DISPENSING EQUIPMENT (4) MPD-3 ADVANTAGE SERIES W/CRIND AND VAPOR VAC. RETAIN HOLD OPEN & EMERGENCY SHUT-OFF DEVICES AND FIRE EXTINGUISHERS 6 E GC TRANSAC SYSTEM TCR-15 (G-SITE, 2-REQ'D.) (36 F.P.) 7 E BS (2) CANOPY FASCIA SIGNS 4'-5" X 1$" (10 SF EACH) 8 E GC COLUMNLESS SPREADER BARS (2) BLANK, (2) EXXON 34.5" X 7.6" (4 SF EACH) 9 GC GC CANOPY DOWNSPOUTS TO DRAIN ABOVE GROUND YARD AREA - TANKS UNDERGROUND TANKS FOR MOTOR FUEL (EXISTING TO REMAIN) 10 - - REGULAR, PLUS & SUPREME FUELS WITH STP W/LEAK DETECTORS (3) 1-1/2HP 11 E GC ENVIROFLEX PRODUCT PIPING & VENTING LINES 12 GC GC VAPOR RECOVERY SYSTEM (STAGE I) PIPE FOR STAGE II YARD AREA - OTHER 13 - - EX. ASPHALT PAVING 14 GC GC 6'' CONCRETE w/6x6-6/6 WWF 15 GC GC 6'' HEADER CURB, STD. CG-2 16 GC GC TRASH ENCLOSURE (SEE SHEET 2 FOR DETAILS) 17 EEX0IQCkAJOR PRICE/I.D. SIGN TO BE RELOCATED 18 E GC HANDICAP PARKING ONLY SIGN PER LOCAL CODE 19 GC GC 30'' HIGH STEEL BOLLARD: 12,000 LB. FORCE RESISTANCE 20 GC I GC 1 4'' WIDE PAINT STRIPES (WHITE) 21 E GC YARD LIGHTS 22 E GC BUILDING SIGN ''TIGER MART'' 8.02' X 1.48' (12 SF) AND TIGER LOGO 3.28' X 2'-4'' (11 SF) NOTES 1. THIS PROJECT PROPOSES TO REPLACE 4 EXISTING GASOLINE PUMPS WITH 4 NEW MPD'S AND A CANOPY. THE EXISTING FUEL TANKS SHALL REMAIN IN PLACE. THE EXISTING PRICE/I.D. SIGN WILL BE RELOCATED. 2. THE USE OF THE SITE IS TO REMAIN A SERVICE STATION AND RETAIL (CONVENIENCE) STORE. 3. THIS SITE IS IDENTIFIED ON FREDERICK COUNTY TAX MAP *33A-A-11 AND FOUND OF RECORD IN DEED BOOK 360 PAGE 168 PRESENTLY IN THE NAME OF EXXON CORPORATION. THE AREA OF EXISTING SITE IS 1.23 AC AND IT IS CURRENTLY ZONED AS RA. 4. PARKING REQUIREMENTS ARE CALCULATED AS FOLLOWS: 1/200 SF X 1350 RETAIL SPACE REQUIRED = 7 PARKING SPACES TOTAL SPACES PROVIDED ONCL. 1 HC SP) - 7 PARKING SPACES 1 LOADING SPACE REQUIRED - 1 LOADING SPACE TOTAL LOADING SPACES PROVIDED - 1 LOADING SPACE 5. THE PROPERTY IS CURRENTLY SERVED BY PRIVATE WELL AND SEPTIC SYSTEM. 6. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON A FIELD SURVEY PREPARED BY DARRYL G. MERCHANT, L.S. DATED JANUARY 25, 1995. CONTOUR INTERVAL IS 2 FT. THE SEPTIC SYSTEM INFORMATION SHOWN HEREON IS BASED ON RECORDS OF THE HUMBLE OIL & REFINING COMPANY DATED JULY 15, 1969, REVISED MAY 24, 1973. 7. EXISTING VEGETATION WILL BE PRESERVED TO THE EXTENT POSSIBLE UNLESS OTHERWISE NOTED. ADDITIONAL LANDSCAPING IS PROPOSED. 8. THE OWNER AND DEVELOPER OF THIS PROPERTY IS THE EXXON CORPORATION, P.O. BOX 53, HOUSTON TEXAS, 77001. 9. STORMWATER MANAGEMENT FOR THIS PROJECT IS ADDRESSED BY THE PROPOSED REDUCTION IN PAVED AREA WHICH WILL DECREASE THE STORMWATER RUNOFF RATE BELOW THE EXISTING RUNOFF RATE. 10. STATE'S RIGHT-OF-WAY TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 11. ANY DAMAGED/DETERIORATED CURB AND/OR CURB AND GUTTER IS TO BE REPLACED TO CURRENT VDOT STANDARDS AND SPECIFICATIONS. THE THREE EXISTING CONCRETE ENTRANCE GUTTERS WI LL ALSO NEED TO BE REPLACED TO VDOT STANDARD CG-8 STANDARDS OR REPLACED WITH 8'' 21-B AGGREGATE, 3'' BM-2 ASPHALT CONCRETE AND 1�/2'' SM-2A ASPHALT CONCRETE. AFTER ALL REPAIRS ARE COMPLETED THE ENTRANCES SHALL BE PATCHED OUT AND OVERLAID WITH 11/2'' SM-2A ASPHALT CONCRETE. SEE SHEET 2 FOR CURB DETAILS. 12. VARIANCE 0007-95 WAS APPROVED JUNE 20, 1995 TO ALLOW A REDUCTION OF THE REAR YARD REQUIREMENT BY 8.7 FEET TO ALLOW A BUILDING ADDTION OF 37.5' X 8' FOR REFRIDGERATION AND STORAGE USE. Acorf,44j •1&4 - APPROVED BY THE ZONING ADMINISTRATOR: FILE: f:\projects\exxon\rs2-6442\6442site.dgn DATE: 23-Jun-95 11:31 4" rA PRECAST 4000 PSI - __, �Op ft " 0 T 4" CAST -IN -PLACE CLASS A3 '- (0 V PRECAS4000 PSI N42°?3-55f ' --`- NOTE A: 2" CAST -IN -PLACE CLASS A3 RADIUS WILL BE 51•40-_'- ••° °°° °o. ° ALLOWED WITH CURB too. 2"R co AND GUTTER �` SURFACE ��° - THE BOTTOM OF THE CURB AND �s�,� \\ THE DEPTH OF CURB MAY GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUB I o OI \\ BE 18" AS SHOWN .4" SURFACE COURSES PROVIDED A ° ' ° -- �� �I � i °° BASE MINIMUM DEPTH OF 7 IS N26° 30'00 E N28 24 49 E //>- A� 4n+ MAINTAINED. 67.00' " 43.04 ` . SUBBASE VDOT STANDARD CURB & GUTTER (CG-6) o �> \,> ss56010�9"E �'�j,@ '� w +II O NOT TO SCALE o � � �' � `,' -��'+� � � r++ rill ,1� I NOT TO SCALE i I 4e ry 11 N � I I � °"� ►I �, �� S32' 24'301"W +� � ---------- - �3 67.00' �._ �------- � --------- !_ 450' SIGHT DISTANCE __,_- ____-_ __- - 46.4 47. 472 46.3 n�--------------------------- - ------ - ----------- ------ -- S31°45'07"W 141.25'` --- ------ ---- -- -T"------+------+------- + --- `� 1 'x � -� - - - - - - - - - - 450 SIGHT DIST AN 25.97 41.8 <o �D 4 .8 47.5 HP 47.8 47�2 - - - 47 4 --------- 4+00 -- --- ------ ° ° - +--�---------'-- k-----+---- - -- 628.3------------ -- --- - ----= 5+00 634 6+00 7+00 �n1G^�Q1i��losuma [PUKE � 9+pp 41�10 00 11+00.- 12+00 464 13+00 47J 14+00 15+00 462 --- - - { - - - --------------------------------------8-+ 0-------------------------------------------------------------------- - -------------+---------------------------------+ 628.4 ____--- - - - - - - 3+00 --------------=------------------------ 45 MPH POSULD SPEED L07 __- - 2+00 - 627.7 + 8---- THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 650 645 640 635 i 625 620 s 4.2 ' HEIGHT OIST g4cE OF OBJECT $IGH T -- --._ 450" _— 3.5" HEIGH OIST g4CE " 450 SIGH T EXISTING GRADE 4.25' HEIGHT O 0 ' OF OBJECT z z Q = U z 0 ., O I- ' U O J F" U w ; U wcn ~ O w — O O ■ O O O ■ ap M 00 O N 0+00 6" CONC. PAD REINFORCED W/6x6-6/6 WWF PLAN 2+00 3+00 8"xB"x16" HOLLOW CONCRETE BLOCK W/"8 DUR-O-WALL EVERY OTHER COURSE CORES IN FIRST 16" TO BE FILLED WITH CONCRETE DRILL HOLES IN CONCRETE FOR GATE STOP HOLDERS 4" CAP BL TYP.}--� 1/8" FLUSH - JOINTS DRIVEWAY GRADE TRASH ENCLOSURE DETAIL 4+00 5+00 AMEAB MODEL 900-GG 55 q" x 72" METAL LATCH AND HINGES LATCH HARDWARE. FIELD WR n WITH 9" ROTTC)M CONCRETE FOOTING ELEVATION PAINT GREY SEE^ PAINTING 6+00 CONC. WALK TI 0 N 0 __ cu =;Uzo O G� U ---I070 ?° rrm-� - 2 0 0 m*-h 7+00 8+00 9+00 10+00 tiTS OF BHOOPENDRA PRAKAS No. P19152 50 0 50 100 150 s�J�NAL $ SCALE: 1"=50' I I I I I 11+00 12+00 13+00 14+00 15+00 16+00 FILE: y=\projects\exxon\rs2-6442\6442sdis.dgn DATE: 28-Apr-95 16:49