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HomeMy WebLinkAboutARB202000039 Architectural Drawings 2020-08-11 (4)= Issues + Benefits 1. Drive-thru queue faces Rt 29 EC. 1. Building is closer to front of site and the ECs which helps screen the canopy from 2. Drive-thru queue faces Airport Rd EC. some views.. 3. Drive-thru queue/lane close to Airport Rd. 2. Dumpster Enclosure near back corner of Difficult to screen w/ limited landscape site. area. This side of the building difficult to enhance architecturally due to restrooms 3. Drive-thru and car wash egresses and walk-in cooler. separated. 4. Drive-thru and service side of building L. faces the Rt. 29 EC. This side of the building difficult to enhance architecturally due to electric equipment, kitchen, hoods and storage. 5. The tower (architectural feature) which is PL/N the building's main entrance, has limited visibility from both ECs. 6. Canopy is about same distance from Airport Rd. 7. Crosswalk to public sidewalk along Airport Road through drive -through. 8. No escape lane for the car wash. 9. 47 parking spaces, 47 required 6.DEC. R5 STANDS OF DEC. UNDER 6" 1 \ 1 l 1 1 TMP. 32 -40 WILLIAM SCOTT MARSHALL, TRUSTEE OF THE FAM/L Y TRUST 1 OF THE W/LL1AM A. MARSHALL 1 ✓R. REVOCABLE TRUST I 1 D.3.4464 P.20,5 0 1 D.B.3503 F..180-187(PLAT) D. R J192 P.264 o f D. B.2717 P. 3/7 D. B.2264 P. 385 \ HWPB. XI V P. l5/-158 1 HWFRX/V P.200-207 0.3.715 F..634(FLAT) ZONED.' Cl COMMERCIAL PRESENT USE- COMMERCIAL GRAVEL CG-6 TMP. 32 -399 'WEAL TH OF VIRGIN/A ✓T OF TRANSPORTAT/ON .R4574 P. 676 'B.XIV P.200-207 FRXIV P.15/-158 0: Cl COMMERCIAL USE DETENTION POND APPROX. 5' WATERLINE ESMT D .B. 698 P.335 AND EX. DRIPL /NE TMF TEMPORARY CONSTRUCTION V//] LZON EASEMENT AREA 676 (PLAT) LOD N ClERCIAL phol 1 MERCIAL / EX SAN/MH TOP., 574.47 1 INV. IN: 526.02 (LA T)R3' INV. IN-/52572 INV.. OUP 525.67 � 1 pRpIN�•p2,5j5a� � _1 wo� u PROP. ACCESS EASEMENT / EX. SAN MH I / E TOP., 537 X „i / I o INV, IN.• 527.80 (LA T) ' INV IN., 527.75 INV.OUT.52765 /R 4g553 8,14, CG-6 �.4 , X \ � BIORETENTION __� F FILTER B ' 1 I t 1 I /x ERGSp S\ ✓'� '�� - 30' I I �X EX\�T\NGEMORA-'\ STORMIOUTFALL 1 22/•L5 / f � � / ° i� (TYP) EX 2o'sAN sEwERESMr S 7 °35 f��fj / D MP PROP. LIGHT 3597 PI62-I6B is - -- s - >° POLES (TYP) LOD ! sf�00000000 ---PROP. CONCRETE RE AININ WALL ' ° R30' I I E /� sf� / / TOPPED WITH SCR NING ENCE R60' G�X�iNK� 00 ff sue/ STORM INLET (TYP) / CG-6 (TYP) N 3' R3' N E �00_' , I z ,x � 00 j 5 R25' / I I o. f� / CG-6 SPILL CURB (TYP) W TRANSITION I / CURB (TYP) � R30' TMP.32-38 _4 Co R3' N/F AIRPORT PLAZA L I 18 0.3.4622 P.3/9 D. B. 629 P. /04 (PLAT) M I I +I TMP. 32 -39 Q -- 1.5' N/F WILL/AM SCOTT M f I ZONED: Cl COMMERCIAL y I 1 0 I fo TRUSTEE of THE FAM/L TRUST of i 17 L s �- _ O SENT USE.' COMMERCIAL} I R28 **A R6• THE WILLIAMA. MARS ALL JR. N REVOCABLE 47 N I to m 39.5' D.S.4464 P.2 +T+- j I 1, N D. B. 3192 P.26 I I I o I F. URB CUT Q D.B.27/73/ ! °15 VVA ¢ 6 N� 1 D.B.629P.10/, 104i 9 9 o b I £ Z T PROP. GREASETRAPI 4 - D.E. 2284 P. 3 O CN O I O O O BID TEN 24' H W..F..9. X/V P.15 � Y 14 S I I 5 L M NUMENT / N 8 / - H.W.P.B. XlVP.20 �_ -- --a SIGN /it I TION 14' -' D.B.16,59 566(PL _ _ _ T _ O o.: 4 F TER A L 667 AC (SURVE I 13 [ <I . r / 1 ZONED: Cl COMME CIAL I r8_(j�jv .'� -°- - i. P } PROP. / 1 / [EEO I PRESENT USE- COM 1 r II �43LA SOAPING 10 GREASE TRAP T 1 (SEES EET C8.1) / 14 / I 5 --- O 42 1 tb 6,077 S 3GV89-iV'd08d / *h O --- „`IL a / J _ _ FUEL CANOPY 4,867 SF 15' I I O OT 1 �9T r; vror - - I 97 10 1 _ I / rI 18' PROPGRASS PROP. AT -GRADE Q 36'TT _:IS LLO`9 TFALL CONE. SIDEWALK I 9 OlS Z133HS6.5 C ANNEL CAR WASH r - dtl213Stl32J L Z1,024SF ao ° �/ 1 TRANSITION D I CG-7 I \wwm N � A`I 1 o 1 TRANSITION To.CGAE, I I v 1 � .\ I NOSE DOWN C 44 EX EDGE OF PA MENT OLO DLOD I cry Z RIGHT OF WAY O / / L '- _ _ _t �J 8 1 _ .. 7V70�fHN' 07 3S/71N3S�bd 38 EX VDOT DRAIN. ESMT - O PRO✓ #064 9002-158 �. v - --7rtcY9NN00 /D •03N Z l - ° >, O l (d7d)99s 6f 9 8 00 37 a i> £T .T. 1 / 1 .♦.'_r,. LQ I �V�O �I/UO/YI H _ . I / • b 1,� 1WV _`_� ASb-lSl'dA1,V 'BdM S r 1 R64' ❑ I O O O_ 4 0� .� q r. STORM STRUCT 36iki, 78dd'B'O ` 1 STORM STRUCT j 1. (1 tffi3'f0/ l0/ d 6Z9'8'O - ao / r LlC d lLd'B'O 35 4 1 }' n LOD PROP. 10' I � ♦ I 1 '79,7 6If 'S'O I .. GAS ESMT / r R4' R3.67' 1 13z n2l1 20 34 / 7I,1' I /R15 ♦J ❑ --_ - i = - HSb'b NV177/M 3N1 7/NV:13H1 �O3B1S/k PROPANE TANK / / _ w p LT 7b bN 1100S N //77/M B/N 33 1 e N U M <: N 6f Zf 'dN1 st« 1 / / I / r a �ejV96� I I I N I CG-6 9, � ®,� _..._ I FUEL 0��/R50N VENT R32.5' R2' R2 _ a goo �Q �Z 0 v m SKETCH 1 Updated 6/9/20 DIMENSION NOTES: • N PROP. VDOT CG-12B PROP. - 171dS 9 90 cif =45. I � (d,ll) 921f10 (2) WATER I � bVa=45.2 FACE OF CURB/FLOWLINE. METERS I 1 � 9�ZS., 19 20 21 _22 23 24 25 ! 26 27 28 29 <. 30 31 _ 32 / i � 2. CURB RADII ARE 5' UNLESS OTHERWISE + > � p DIMENSIONED. � T (dhl), 9 JO i�o/ L Asphalt 7 y I 1 35' 10' ETBA f \ \ T „� - - - _ _ _ _/ vauq s u,a N/F WILL IAM S OTT9MARSHALL, II tvr as.7 t�atl;c Pole LEGEND' oowkM _ I -- _F__-- _-- HT OF WAY ® f 4z4 TRUSTEE OF THEFAMILYTRUSTOF II I ) 3 i� THE WILLIAM . MARSHALL ✓R. O/O STANDARD/ACCESSIBLE WV 1 TIE TO EX. SIDEWALK P REVOCA LE TRUST PARKING COUNTS N 55°39'57" W 126. 99'- - - - - 4F " R30' - PROP. STAIRS `o TIE TO EX. SIDEWALK ^ R30' D.B.4 64 P.203 STANDARD CG-6 / _ LOD o D.3.3192 P.264 EX. 5' PUBL/C SIDEWALK _ PROP. ADA PEDESTRIAN ACCE p . D.B/7 P.3/7 ® CG 6 SPILL CURB �� D.B. 84P.385 RAMP TO EX. SIDEWALK _._. W PROP. VDOT CG-12B _ 55°0 "W /7. - _ __ ow HWPB.XIV P.15/-158 ® CG-6 TRANSITION CURB = HWPB. V 1`.200 -207 TRANSITION TO CG-7 EX. CG-7 EX 5' BIKE LANE STQ TE ROUTE 64 9 (4/RPORT RD) W1D , 0 � 16 9 5 ® ADA PATH AND LANDING �rpor o--���1if� `` D.B629 l0% /04(PLAT) 8,600 ADT 3 0629 / (SURVEY) Q BMP SOIL MEDIA � B. XlV PP. /5/ -158 . a qi P a riv inn �n 395' ii ZONED: / COMMERCIAL PRESENT SE.' COMMERCIAL CONCRETE (\4 SITE PLAN Di 1" - 20': 0 20 40 W z J N F_ LI.J Q = z0 0 a> LLJ ~ Q I- � O (n O J LU Q � Q O zLU m J Q 2 N3 z z L=3 Z W Di �1 TH OF DJ �Q 0311612020 f'2 DANIEL C. HYER 9 Lc. No. 45596, /OVAL Bna APPROVED DCH SUBMISSION NO 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C4.O = Issues + Benefits 1. Drive-thru queue & egress adjacent to EC 1. Building faces front of site/ECs. 2. Drive-thru queue fails at full (no overflow 2. Canopy is behind building on Rt 29 side. stack area without blocking access drive). 3. "Short side" of canopy visible from EC. 2 393 FHOFVIRGINIA 3. All on -site pedestrian access to building 4 P.676 RTAT/ON T10. 676 crosses drive-thru lane 4. Dumpster Enclosure near back corner of P.200-207 'P. 151-159 site. OMMERCIAL FTENTION POND 4. ADA parking remote and travel path has to cross drive-thru. 5. Drive-thru and car wash egresses separated. 5. No convenient customer parking for the building/store/restrooms. 6. Direct pedestrian access from Airport Rd sidewalk to the building. 6 Canopy is close to same distance from ,I w\ I\ N, TMF TEMPORARY CONSTRUCTION z /F JOSEPH M N. EASEMENT AREA APPROX. DWATERL/NEESMTD. E4P.213 D.B.4574N.676 D .B.698 P.335 AND D.B 644 P.2/3 , D.B.629 P.104 (PLAT) LOD 1 ° ZONED: C/ COMMERCIAL PRESENT USE- COMMERCIAL / phol 1 s EX SAN/MH TOP., 574.47 ' INV. IN: 526.02 (LA T) X INV. IN-/52572 R3,->� INV. OUP 525.67 EX. ORIPL /NE 9 1 / 1 pR00?,1 / 1 f� /9 DEC. s s } t s 0.1 R60' 24"DEC.15 0 0toe" 0 0 100 PROP. ACCESS EASEMENT / R6.5' / I I I I I I I TRANSITION TO CG-7 1 I � 1 _ 1 R5 0' s 1 I I I I I 1 1 I I I I ^ b I I I I I I I I I D.B./ L TRANSITION TO CG-7 EX. SAN MH .� Airport Rd. = TOP, 53' X o ' INV IN.• 527.80 OAT) / ' I I ` /NV /N. 527.75 48553 C( -6 INV. OUT: s2z65 R 8,14' I��� \ NOSE DOWN CU40 BIORETENTION i 7. Site layout is not functional. Store FILTER employees do not have direct line of sight �x ERG SP\`� S\ --' O / 30 I I ^ ^ EX EDGE OF ENT x IWGEM Epp / I I I LOD to the canopy. ,x���X=� _ op) Q`TFALL 8 E 227 45' 0 f� 10 5/ �:_ > EX 20 SAN SEWERESMT 5 70°35 0 f0-�ff / 1DUM G n PROP. LIGHT J 6o L ^ 8. USTs will be located in an aisle. LOD3597PI62/6B �0000 / /pROP.CONCRETERET NNGWA L e �, R3 OLE'(TYP)I ^� LINK E `f� 5 / / TOPPED WITH SCREE G FEN E R60' _ CHA 9. Car wash orientation - no change. /xs's'���STORM INLET (TYP) / CG-6(TYP) N R3' R3 I ♦ I o EX RIGHT RIGHT OF WAY 10 � s/ 5 y R25' 1 Ilul 10. 31 parking spaces, 47 required. I / T_NSITION CG-6 SPILL CURB (TYP) EX. SAN MH �� CURB (TYP) ,p r .I_ I moo, R3' TOe- 560.I5 ' �, °' , . > INV. IN: 542.45 - INV. OLIT., 542.25 R51.5' _ - - SCOTT MA AL > - \ I i N/F WILLIAM TRUSTEE FAM/L Y TRUST I > S-A/NOS of I R28 �.x� R6' THE WILLIAMA. MARSHALL JR, t P DEC. UNDER 6" REVOCABLE TRUST - - i - - / I N A D.S.4464 P.203 ' 4 Q D. B. 3192 P.264 'J> CURBCUT va DP. .B.27173/7 �° ' ° I09.629 P.l01, 104(PLAT) _ _ - / Q- D.E. 2284 P. 395 r WILLIAMSCOTTMARSHALL, 24' H.W.P.B. X/VP.IS/-158 KI H. W. P. B. XIV P.200 -207 J- �� TRUSTEE OF THE FAM1L Y TRUST I I BIO TENTION / 14' I I - D.B.1639 566(FLAT) �_ OF THE WILLIAM A. MARSHALL 1 I r �' r F TER A 0 667 AC (SURVEY) ✓R. REVOCABLE TRUST I I ZONED: ClCOMMERCIAL - 1 D. B.4464 P.203 I 0 I - - o N ENT USE- COMMERCIAL D.B.3503 P.180-187(PLAT) 10, ❑O 1 I I �,. GREASETRAP I° , 17 0.8.3/92 P.264 f� 14' I I FUEL CANOPY 0.B.2717F..J17 �I 00 O - SHEETZ STORE D.B.2264 F..385 4,867 SF 6,077 SF I HWPB. XlV P. l5/-158 HWPB.X/V 10.200-207 D. 3. 715 P. 634 (FLA T) ZONED.- Cl COMMERCIAL ��,i I T3.5 i w PRESENT USE- COMMERCIAL - - PROP. GRASS AT -GRADE CG-6 CONC SIDEWALK OUTFALL l 2 CF ANNEL / CAR WASH 6RAVEL / 1,024 SF G y y I? I' > EX VDOT DRAIN ESMT PRO✓ #064 9002-158- g _ _J > i F STORM STRUC U WV �" - t „ 1 R64' ' Y - G• I I 0 0 G) y I n VAN .SI' }', i C-' n t' r--•1 LOD PROP. 10'GAS ESMT / R15' 10' I 1 R4 R3 ' r .67' 15 1 A PROPANE TANK / / F'- I stay loe j1791 CG-6 4 R50' 9' R32.5' I ----I C W Ul O MI m R2' I W R30' TMP.32 -. N/F AIRPORT /'_ 1 I { D. B. 4622 - 1 1 D. B. 629 P / + 1 I ZONED.. Cl y/LR i L� s �- I O RESEW q%j o N I e � - CG P � 1 ull I 11 UELING J I I I CG-6 SPILL CURB (TYP) 45 PROP GREASE TRAP I DE (TYP) MONUMENT I SIGN / 1 - P 3 � u ITMF.32 -39 PROP. 1 z • 1?F�l`L M S T7- MA 4 NDSCAPING / 1 T I X JSTEE o THE ,4M'IL Y .,f OF (SE SHEET C8.1) / I i 1 1 I WILL l IM A. MARSHALL JR. h t I - �7E QCABLE TRUST *itne s D.19.446 , P.20,5 ' l FUEL NOPY D.F.3192 F. l 1 4, 7 SF 0.14.2.7/7 P.3/7 (9 4 1 LO I 5 D. B.i P. IOI, 104 (PLAT) l D. .2284 P.385 4 a 2 1 o 4' H. W. B. XlV F..15_1 158 1 r l 1 no L c - 36' T 51 AIV P.20�207 mQ� l o 1639 566(FLAT) 4 647 AC (SURVEY) o l ZONEDI Cl COMMERC/AL 3 } w h - PRESEA�A USE COMMERCIAL N GREASE TRAP SHEETZ STORE I 6,077 SIF F L- ORM STRUCTURE- (TYP) L 1 �'5'. I Nam PROP.) TI RADE - CONC. I WAL L----- r 80L d J> s CL UST L °> VEND PAD • e I OP.'UNDER ROUN D / / 00, I W-48.7 0 v m SKETCH 2 Updated 6/9/20 DIMENSION NOTES: PRO VDOT /FU T KS R30' ��'f bV=45.2 1 rHt t yr t urcec/rwwuivt. (2) WATER ' I Q O O O O G O © / i 2. CURB RADII ARE 5' UNLESS OTHERWISE METERS I 1 75, 19 20 21 22 23 24 J 26 27 28 29 3 32 A / DIMENSIONED. TMF Asphalt o I - -- -- --- --- --------- _ > ----- --/ vault signal N/FWILL/AM S30TT9MARSHALL, I 35' 10' SETBACK LINE _ t.�. 4a.. tVault pole LEGEND. y 47.4 IGHT OF WAY ) �,� f TRUSTEE OF THE FAMIL Y TRUST OF STANDARD/ACCESSIBLE 1 i THE WILLIAM . MARSHALL ✓R. PARKING COUNTS 1 TIE TO EX. SIDEWALK _ N 55°39'57" W 1Z6.99' eF R30' PROP. STAIRS o- /E MAST WV tf7 =I--- - -REVOC4 LE TRUST STANDARD CG-6 -- - ° D B 4 64 P 203 TIE TO EX. SIDEWALK ^ / R30' - LOD e7.n 0.3.3192 P.264 ' D.B�/7F..J17 ® CG-6 SPILL CURB EX. 5' PUBLIC SIDEWALK PROP. ADA PEDESTRIAN ACCESS D.B. 84 P.385 RAMP TO EX. SIDEWALK ow ROP. VDOT CG-12B HWPB.XIV P.l5/-158 ® CG-6 TRANSITION CURB W P S TA= HWPB. V P.200 -207 I EX. CG 7 EX. 5' BIKE LANE f iE ROUTE 64 9 (4 /RPORT RD ADA PATH AND LANDING TRANSITION TO CG-7 �mupy I ��. l6 9 5 _ S D.S.629 .l0% I04(PLAT) Q 600 0.06/ C (SURVEY) BMP SOIL MEDIA P. X/V PP. I - - - - a Iqi P o riv inn �m 395 ZONED: I COMMERCIAL PRESENT SE. COMMERCIAL CONCRETE SITE PLAN 1" - 20': 0 20 40 N3 z 2 L=3 Z W tttttttttttttttttttttJ F_ LLJ g = z0 cn Q > z LLJ ~ J O U o W F_ J Q LU H Q v/ O zLU m J Q 2 �,1,TH OF O 0311612020 f'2 DANIEL C. HYER 9 Lc. No. 45596 A ' S/ONAL DDd` APPROVED DCH SUBMISSION NO 1 PROJECT 1902600 T H E W 0 R K O F L I N E + G R A D E C400 = Issues 1. Canopy in front of building from Rt 29 + Benefits 1. "Customer oriented" building elevations perspective. Reduced square footage of oriented to both ECs. Entrance feature gas canopy by 400 s.f.. Reduced number (tower) is functional and face the corner. of fueling dispensers from 8 to 6 to further reduce the scale of the gas canopy. 2. Drive-thru queue generally behind the building, not adjacent to ECs. TMP32 2. Dumpster enclosure along interior lot line TOFT7 but still in view from EC. Added retaining 3. "Short side" of canopy closest to and faces -�B:' wall to reduce the overall height and allow the more sensitive EC/Airport Rd. .-C/C, D: Cl CC for some terraced landscaping for USE.- DE screening and to break up the mass. 4. Dumpster Enclosure can be screened with landscaping. 3. Canopy is close to same distance from Airport Rd. 5. Drive-thru and car wash can share escape lanes reducing impervious areas. 4. No practical option to rotate car wash. Brick Dumpster DARKS IEAGMOAP \ Enclosure Landscaping 0 0 Retaining Vall Landscaping ( TMF TEMPORARY CONSTRUCTION PH M EASEMENT AREA _ D.B.4574 N.676 Ile PROP. ACCESS / B.629 10.104 (PLAT) - R10' LOD N EASEMENT VED: Cl COMMERCIAL `=NT USE• COMMERCIAL / phol EX SAN/MH r534.47 R6.5'oP INV. IN:INV. IN-1525.72 R3N INV.. OUT/ 525.67 EX. ORIPL/NE � ESMT Flip and shift t pRPI�'p2,15a�' _ I 0 o uq- dumpst enclosur to I provide more f f� landscapq SEC. � f00 E,50� R60' screenin �500 s el�ol' u 1 area (Option for slte-built shown.) The west 6. Large landscape area at Rt 29 frontage EX oP 37 elevation will be screened with ' preserved. NV /INV I8027.75 /NV /N: 52Z 75 4B 55 3 landscaping. Windows facing east creates INV. 8/4' / � ' CG-6 1 __ ! � BIORETENTION more of an attractive view from the site. 7. ADA parking at building. /x ERG N p\��ws\ ✓�� ��T_ O. FILTER 1 3I t WG"F�� PSTORM OUTFACE I I 5. USTs remain along Airport Rd side. (Vents 8. Canopy mass and number of pumps ---'Si / --- I M can be screened w/ landscaping) reduced. �2 I ® PROP. LIGHT I� OA9 A3T29MU0, PROP. CONCRETE RETAINING WALL ° ' POLES (TYP) LOD x fffs TOPPED WITH SCREENING FENCE i R30' R60' M 6. 47 parking spaces, 47 required. c�IAIN�IN�� ,-� ,i � � ��' �` I x X� ���f s iSTORMINLET (TYP) p� R3' R3�� I 1 I 10 s 0 j 5 �/ R25'-ot \ f, CG-6 SPILL CURB (TYP) w CG-6 TRANSITION W ,`1 RED AGM G0. TO MATGH STORE SIDE MARSHALL OEI View from Airport Rd. 1 I J I I h �I TRANSITION TO CG-7 1 \ NOSE DOWN CURB ` I I EX EDGE OF P1MENT ~ LOD I �� I I� \ EX. RIGHT OF WAY O ;RF f CURB(TYP) W R30 TMP.32-38 EX. SAN MH 5 / - �c�� `> al- I� N/F AIRPORT PLAZA L I TOe 560.15 ^ �' >' 18 R3 0.3.4622 P.3/9 INV./N: 542.45 _ --- L D. B. 629 P. /04 (PLAT) M I INV. OUT., 542.25 �� r t r TMP. 32 -39 E _ _ S _ _ _ _ 0.626 AC (SURVEY) 6"DEC. R51.5' O 21 reduced I ZONED: Cl COMMFRC/AL y I I o ` / ` I I �, � 6 THE WILL 1AM A FMARSH,4LL JR.) 17 island I 1 I O RESENT USE. COMMERCIALS I I o • y /V/F WILL/AM SCOTT MA AL � I STAwOSOE I R28' R , I h�• _�� I ._. 11 occ. UNDER6" REVOCABLE TRUST 16 ; spacing I I 47❑j N I �" R39 6. D.S.4464 P.203 '° I I D. B. 3192 10.264 CURB CUT AZ D.B.2717F..317 15 I 'Pumps reduced 46 N I R/ D.B.629F..10/, 104(FLAT) I I from 8 to 6 GREASE TRAP ` D.E. P.3B5 J 5 FUELING I PROP. , PHA TMP.32-40 1 O I 45 MONUMENT WILLIAM SCOTT MARSHALL, Car wash ma� I 24' H.11 P.B. X/V P.l5/-158 14 SPACE (TYP) I - _ I O / M l4!P.B. XlVP.200-207 I SIGN / A TRUSTEE OF THE FAMIL Y TRUST be changed 1 I BIORETENTION / 14 D.B.1639 566(PLAr) OF THE WILLIAM A. MARSHALL 1 1 1, ✓R. REVOCABLE TRUST from modular 1 FILTER �/ 0 :667AC(suRVEY) 13 _- / I - ZONED: Cl COMMERCIAL } F I PROP. o D.B.4464 P.203 to site -built for U �� ■� I / I D. B. 3503 P. l80 /87(PLA T) N 10' O PRESENT USE. COMMERCIAL - - D.B B. P.3�7 customize the ` 14 SHEETZ STORE >° , 12 _ _ _ _ _ _ _ J J N t 43 LANDSCAPING / t t more options to �1 I GREASE TRAP (SEE SHEET C8.1) / V MI D.B.2284 P.385 elevations I I Can't sore n th I QO I 42 witntne d \ dumpster I 1 . 6,077 SF J 11 I FU 8 PY I HWPB.X/V P. /5/-/58 / enclosure f m _ HWPB.X/V P.200 207 - - - 1 the EC here & 41 M LOD 0.8.715 F..634(FLAT) s_� harder to cor�ol ' 15' ZO/VED: Cl COMMERCIAL i _ t 2 / PRESENT USE.• COMMERCIAL - - I IClfUlatiOn 18 J/ I g; CG-6 PR0 0 F PROP. AT -GRADE f1 i > O 36' 36. ' 32' / = o o!) cm ° ICJ CONC.SIDEWALK `�' I CH EL CAR WASH I ° I '��� '-•� 39 I o GRAVEL 024 Cr - -- - ' 1A > T 1 �/ I EX VDOTDRAIN.0649- ESMT PRO✓ #0649 002-158 wv / i R64' T ' Y y G I i LOD I PROP.10' GAS ESMT / 7I,1' /R15' I N / PROPANE TANK DUMP TER PAD 4 12' R 15' J \ R4' I sto«y 4 IIIIetol Bifilgi / R50' R32.5' (2) WATER METERS 1 I �7S` I 1 t Asphalt 7M +I 35' o � WV N 55°39757" W 126.99' TIE TO EX. SIDEWALK IIIII���� / A N O 1 38 I I 36 / x O O roO STORM STRU TURE O O O N 1 2 3 4 0 5 6 (TYP) 1 nogg L a 1 � r101 n nVAN I ®� i 1- O CO I tw--455 R3.6T 5 J I U 34 - CG-6 9 7 I� 6021 . 22 10' SETBACK LINE � v � TIE TO EX. SIDEWALK w ♦- Ul 24 I 25 I 26 BOL 33 r-------,--� -u _1 I FUEL TANK / ( O° VENT PAD / R I I I • PROP UNDERGROUND ^@ / f� I I I 1 I I I I b� I I i I 0Itl 4 Revisions to Original Updated 6/9/20 DIMENSION NOTES: PROP. VDOT CG-12B FACE OF F I i % .1 b�+ 4a•! I ® / '452 \ 2. CURB RADII ARE 5'UNLESS FUEL TANKS R30' 'LESS OTHERWISE 29 30 31 32 I C > ° ! J � ' p DIMENSIONED. D° >--------/ And o TMP.3 -39A 7 t Ilse lw 4g,pole I EG E N D EX RIGHT OF WAY ® bw q7.4 caauq N/F WILLIAMS OTT MARSHALL, f TRUSTEE OF THE FAMIL Y TRUST OF THE WILLIAM MARSHALL ✓R STANDARD/ACCESSIBLE PROP. STAIRS LOCH EX. 5' PUBL/C SIDEWALK _ PROP. ADA PEDESTRIAN ACCESS RAMP TO EX. SIDEWALK ROUTE 64 9 (4 /RPORT RD) APPR JX. ,z TH• 90' 8,600 Airport Road 600 ADT H.W.P.B. XlVFlo .151-158 Ll IA/ P O k2fz ap 299 99,7 395' N 55002'36" W 17. /l' - k / O PARKING COUNTS �- FoLE MAST REVOCA LE TRUST D.B.4 64 10.203 STANDARD CG-6 Wawa Sheetz Submittal Sheetz Alternate Acreage 1.52 2.35 2.35 Store SF 6,049 6,077 6,077 Gas Pumps 6 8 6 Gas Canopy (Square Feet) 4,290 4,867 4,464 Gas Canopy Width (Feet) 55.00 36.50 31.83 Gas Canopy Length (Feet) 78.00 133.33 140.25 Gas Canopy Max Height (Feet) 21' 7 3/8" 21' 3 1/4" Parking Spaces 47 47 45-47 Gas Canopy to US29 r/w (Feet) 38-52 66-103 68-105 W z J N I- LIJ g = z0 C/) a5: LL ~ Q I- � OFno J Lu �Q� � Q O zLU m J I L Q CEO STREET SIDE U DE, !7 TH OF DJ �Q 0311612020 f'2 DANIEL C. HYER 9 Lc. No. 45596, -RII pr- APPROVED DCH SUBMISSION NO 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C400 SIDE 'A' STREET SIDE ELEVATION View from Rt. 29