Loading...
HomeMy WebLinkAbout11-11 Sheetz - Gas Station & Carwash - Red Bud - Backfile (2)12' THRU LANE VARIES 16' z 3' ul X w VARIES WP-2 EX. EDGE OF-----" PAVEMENT VDOT CG-7 2" SM 12.5A UD-4 * CROSS SLOPE= 1 /4":1' 6" BM 25.0 OR MATCH EXISTING 8" 21 B EXTEND 21 B WELL COMPACTED SUBGRADE 1 FT. BEYOND BACK OF CURB 1 1 ti TPT-1� f , 5 TAPER E.O.P. TO CONNECT TO , EXISTING ENTRANCE CURB , 6 9.93• ��- WP-2 a s- 6 \\1 x 8, A t ZN C NOTES: PAVEMENT DESIGN IS PRELIMINARY. FINAL PAVEMENT DESIGN WILL BE BASED ON ACTUAL FIELD CBR TESTS AND EXISTING PAVEMENT CORE DATA AND APPROVED BY VDOT STAUNTON DISTRUICT MATERIALS ENGINEER PRIOR TO INSTALATION. FINAL LOCATION OF RAMPS IN VDOT R.O.W. TO BE DETERMINED BY VDOT INSPECTOR AND/ OR ENGINEER. FOR LAND DISTURBANCE GREATER THAN 10,000 SQ. FT. ON STATE ROW VDOT EROSION & SEDIMENT CONTROL CONTRACTOR CERTIFICATION IS REQUIRED. �I n- o ow CifI WP-2 N w w .......................................................................... 6" BM 25.0 8" 21B WELL COMPACTED SUB -GRADE F R T BLDG. OFFICIAL NOTES: PROJECT SUMMARY L � �4G��tA a Y� 1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE TAX IDENTIFICATION NUMBER 54-((A))-105 REGENCY LAKES DRIVE ACCESS BUILDING CODE AND SECTION 304-B, OF THE INTERNATIONAL PARCEL AREA 2.77 ACRES z o o BUILDING CODE/2006. OTHER CODE THAT APPLIES IS IBC AND DEVELOPED PARCEL AREA 1.65 ACRES o x r N z THIS PLAN PROPOSED A NEW FULL ACCESS ON REGENCY LAKES DRIVE CABO A117.1-03 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. ZONING B-2 a z o WITHIN 79 FT. OF THE GETTY LANE ENTRANCE AS SHOWN ON THE NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA ADDRESS 1683 BERRYVILLE PIKE WINCHESTER GATEWAY MASTER PLAN. WHEN GETTY LANE IS SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, CURRENT USE GASOLINE STATION'ol, CONSTRUCTED, SHEETZ, OR ITS SUCCESSORS AND ASSIGNS, SHALL CLOSE STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT PROPOSED USE GASOLINE STATION & CARWASH Y�o� THIS THE FULL ENTRANCE ON REGENCY LAKES DRIVE AND CONSTRUCT A APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN DISTURBED AREA 3.34 ACRES NEW ACCESS TO GEM LANE AT THE EXISTING SHOWN INGRESS EGRESS PERSON. ADDITION SHALL MAINTAIN EXISTING BUILDING TYPE SETBACKS REQUIRED PROVIDED EASEMENT WITH TAX MAP PARCEL 54-A-106 PROVIDED RIGHT OF WAY CONSTRUCTION. FRONT Pike) 50' 272'+ ACCESS OVER T.M. 54-A-102 AND GETTY LANE IS PROVIDED BY OTHERS. �Berryville FRONT Regency Lakes Drive) 35 134'+ v (ri 2. DEMOLITION PERMIT IS REQUIRED TO REMOVE EXISTING STRUCTURE. SIDE 0 42'+ REAR 50' 113'+ N ot 3. NEW M-MERCANTILE BUILDING SHALL MEET HEIGHT AND AREA PER PARKING 10' 10'+ m T503 WITH ALLOWABLE INCREASES. PARKING (BUFFER AREA) 25' 77'+ BUILDING HEIGHT 35 (MAX.) 24'(+/-) Q 4. BUILDING PLANS SUBMITTED FOR PERMITTING FOR PROPOSED GROUND LOUR A EA 6,561 SQ.F . ROUTE 7 ROAD WIDENING REGENCY DRIVE RELOCATED ENTRANCE CANOPY SHALL BE DESIGNED BY A REGISTERED DESIGN NUMBER OF STORIES 1 (24' f) N.T.S. PROFESSIONAL LICENSED IN THE STATE OF VIRGINIA. INSTALLATION FAR ALLOWED 1 O 6 1 OF GAS FUELING EQUIPMENT AND FUEL STORAGE TANKS SHALL BE FAR PROVIDED 0.06 tl>t L IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE 2009 & NPFA MINIMUM LANDSCAPED AREA 0.40 AC. (15%) N 30. EMERGENCY FUEL SHUT OFF IS REQUIRED WITHIN 100' OF LANDSCAPED AREA PROVIDED 0.63 AC. (32%) Q o o N o 7" CONCRETE WITH FUELING STATION. -I � AREA OF EX. WOODLANDS 0 AC. Q - .. .. . •.. , VARIES 5'-15' • a °. °,. o. HEATING ELEMENTS ` 5. HANDICAPPED PARKING SHALL COMPLY WITH ANSI A117.1-03. A WOODLANDS TO BE DISTURBED 0 AC. oj� J drn 4' CONCRETE _ d 8" STONE BASE MINIMUM OF ONE VAN ACCESSIBLE SPACE IS REQUIRED PER 1106.5 +r Q - 2" STONE BASE IBC 09. VAN ACCESSIBLE PARKING SHALL HAVE A MINIMUM OF 11' PA_ RKING REQUIRED PROVIDED M ,No � 0 0 STANDARD SPACES (1/200) 33 57 = 0 � o ►� PROPOSED HEATED APRON SECTION NOTE: CONCRETE PAVEMENT DESIGN BY OTHERS. CONTRACTOR WIDTH WITH 5' UNLOADING AREA OR A MINIMUM OF 8' UNLOADING HANDICAP SPACES 1 3 -C I - PROPOSED SIDEWALK SECTION U. TO PROVIDE SUBMITTAL TO FREDERICK COUNTY INSPECTOR _ _AREA WITH AN R' -WI T'�.N-pE,p cc IGN 1 HNIM�6F LOADING SPACES 1 1 (DESIGN TO BE VERIFIED BY OWNER) PI XPA 17T - THREE ACCESSIBLE SPACES ARE REQUIRED BASED ON 51 + PARKING TOTAL SPACES PROVIDED 61 to vi SPACES PER T1106.1 IBC 2009. ACCESSIBLE TRANSITION FROM ._ } , PARKING INCLUDING ACCESSIBLE ROUTE INTO STORE APPEARS T s` 5, - COMPLY WITH Al 17.1-003 WITH A MINIMUM 1.5% SLOPE. ' L a) :a '� .� o• ° CONCRETE CURB : a 7" CONCRETE ' MINIMUM 6 SEWER LATERAL SLOPE = 1/8 :1 (1%) 6. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF CA COMPACTED SUBBASE 8" STONE BASE TOTAL PROP. IMPERVIOUS AREA = 2.04 ACRES SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STIR TURE. (SOILS, CONCRETE ETC,..) EX. IMP. AREA TO EX STORAGE PIPES = 1.13 AC. c SAWTOOTH CURB CUTS SECTION (CG-6) PROPOSED CONCRETE PAVEMENT SECTION PROP. IMP. AREA TO EX. STORAGE PIPE = 1.26 AC. O N.r 7. ANY NEW SIGNAGE REQUIRES A BUILDING PERMIT. IMPERVIOUS AREA TO BIORETENTION = 0.80 AC. .W � (DESIGN TO BE VERIFIED BY OWNER) ,' '''' C a L� NOTE: ORIGINAL SITE PLAN APPROVED JUNE 6, 1994 \ MER@D AN 01 Dppp9966 / FCSA PROJECT INFORMATION TM #54-A-99B �� ESTIMATED WATER AND SANITARY SEWER USAGE \� CG-12 H.C. RAMPS (TYPE A) TO BE 'SILVER LAKE, LLC WATER DEMAND 2800 GPD TM #54-A-106 RIPRAP �--F�IURE FF CI1IRY:�I�E_R BARKING--�INST #090011032SANITARY SEWER DISCHARGE 2800 GPD. SILVER LAKE, LLC APPROXIMATE SHENANDOAH GAS COMPANY EASEME T PROTEC ON \ Ijlj Z NED: B2 USE: COMMERCIAL INSTALLED IF DIRECTED BY VDOT 1 �,t INSPECTOR INST #090011032 (PURPORTED TO BE 50' WIDE AS DEPICTED ON DB. 8 9 TO EX. I ET L ZONED: B2 USE: CAR DEALER PG. 1425 NO DB. 380 PG. 321) G�CONSTRUCTION ENTRANCE NOTES: .�.,,..•--.-.FUTURE. � L� � _ �..._ gU��O�N . 1. SHOULD THE TRACKING OF MUD ONTO THE PUBLIC ROADS BECOMES A `" --__ EX. SDI %� d, PROBLEM, THE FREDERICK COUNTY INSPECTOR MAY REQUIRE WASHRACKS STOP SIGN _.,....- -' ~--� � _ � �,� ,� �, JSTOP BAR L,_ ._ �'"~`-f ME BE INSTALLED AS REQUIRED BY THE CONSTRUCTION ENTRANCE DETAILMtTS " FDISIIURBA� CE i P• goy^ CMPEx ssON SHEET 3. I .INGRESS -EGRESS f ONC. F. h 's ' EASEMEtJT sTR. No. l0000s96s2. T IS TRACKED ONTO THE IN THE CONTRACTOR WILL REMOVE ANY MUD THAROADWAYS BY THE END OF WORK THAT DAY. EX."TEST PIT a-L v PROP. CONC. a .;INGRESS -EGRESS > _ - CONCRETE'PAVEMENT . p . a w n EASEMENT<.. _ _ _ Q �`.. STANDAR W d°" z,EX. TEST PIT n > d I STIR. NO. 100009966A `N 0T08'38 E 486,5 _ SEE DETAIL SH�yr c 4 • 00 iLVN�C.w c - - _ �•,. "'+ "t11. J PI•T n . • I c '_ p . y �' _ fRF �0 g- a'p A. 6 .be" s n•'- a ' NOTES: P° STRz5E3 . ., "SHARD ENTRANCE a �N :. p a Qb a . , a m :. > a " S' & ' o p G CONCRETE PFrVEMEt" 1. CONTRACTOR TO COORDINATE WITH FCSA TO TURN OFF SERVICE N `. .RIM ELEV.=669.94 .ACCESS: DRIVE - SED INV: OUT=667.2'9 PROP. CG=6 ` `" z • 'O0 a av d� SITIO . SA N \ DURING CONSTRUCTION AS NEEDED. �' SEX: -ASPHALT,�LOT �! oz "� 4> . , . a x - 3 STIR I `8Z Bi Z ° 9z �Z £z Z �ii of > I r A 7 Zo g . \a �� n x �i 2, CONTRACTOR TO PLUG SEWER LATERAL A MANHOLE DURING 6c�-® STIR 5 RIM ELEV.=671.15 VR. as PROP 'CANOPY - PROPOSED CROSSWALK 1 CG-12 °'r� INV. OUT=667.10 _ _ __ _ _ - _ - -- . - DCO RI_LOCATION OF EXISTING SEWER LATERAL.. . ��' '..d A a s..AN ,eY ' " LJi N RIM �LEV.=670.76 a ,tom y LIMITS OF DISTURBANCE - on1 EX. LP a a °` •_ , - EA� FR °, °° 3 Q CAS COMPANY H RDCO I 5 R 5'R Z EASEMENT 3. CONTRACTOR TO FLUSH SANITARY SEWER LINE FROM BUILDING TO CG-12 H.C. RAMPS 1 INV. I=666.83 (5A-5) p , R W/` TRAFFIC . T. i o a MANHOLE. REMOVE ANY DEBRIS THAT FLOWS INTO MANHOLE. (TYPE A) TO BE nA INV. I=666.83 (58-5) -ENTER' a . RDCO B CGIVER'_fW `c k.' !- `' 4' PVC ROOF DRAIN a o DB, 865 PG. 211 INSTALLED IF DIRECTED I _, 7 1'23" E INV. 0 T=666.43 (5- �GQ 'R 4'R SIG " ' `' G4 3 GUARDRAIL TYP. I o0 EX. EP l� n a �J - a W - """ 4. CONTRACTOR TO TEST SANITARY LATERAL FROM MANHOLE TO BY VDOT INSPECTOR. 1 " - w O. \ \ 67 1ti 2�48' TBR LP ® ,'``LS / 20'R . , . • ° � � d a -" � • ' „ 3" DRAIN INV. OUT = 99.0 Ex. �' °'� p R C. BUILDING PER FCSA REQUIREMENTS. EXTEND 12' RIGHT TURN IA E< F X: vW o -�� -�'� `� - - PROVIDE 0.5 CU. YD. �' "�' ' ' • ARDR7 IL _ EL EX. LP RE� o EX. GM <Y - `-=f RIP RAP d(50)=6" OUTLET PRkCTION. ,- 1 LANE PER VDOT ROAD o °- GU 6,561 S.F. �' 5. A LAND USE PERMIT FROM VDOT IS REQUIRED FOR ANY WORK ~ DESIGN STANDARDS ` " pP EX. GW�ST. PROPERTY UNE o a �zo °LP RDCO n CA TABLE TYP• PROX. °LOCATION OF . ° EX, SWALE r t 1 z_ow, Pyh . DCO _ FF ELEV. = 674.0 __ E c m Pi- RFORMED IN THE STATE'S RIGHT-OF-WAY. THE PERMIT REQUIRES A WV O ROP AS,PUMR s -- o GREASE/OIL SEPARA 5 0 0 �v> a T�' ADJUST VALVE BOX TO i RELOCATE EX. WATER c� R `4 PROP. `COLUMN T_ ELEE;+: °� l x �(^'\ 0 a .p d p°I " 6" PVC ROOFSDRA21 ` 30.00' -"• 'A ' z PROP. 3' PVC ® FEE AND SURETY BOND COVERAGE, PROPOSED PAVEMENT METER TO GRASS i �.°. '� \ 11 -2 `C �- 20' - 4"PVC , ELEVATION �, Q STRIP PER FCSA GQ ®'�� �` p SLllt 21 _ �--�`� oc o 1.0% MIN. 6. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE 1 REQUIREMEN �� .1, �s�cA °i i ° or=-y-- 50 02' GM "" sew = o m o e FRENCH DRAIN REQUIREMENTS OF THE FREDRICK COUNTY ZONING ORDINANCE, 4' WHITE SKIP LINE Z�70.7 ._ 't $ 2.O ' �. a Y 1 2' LINE 4' SPACE 4 5 ®� / zQ RDGO°' RDCO - v �} ' BE C --70 1 ( ) h ��� �m ao ;n ; 2" PVC SDR 2i W HANDICAP 1 ANDARD C RB a r G\• `� 92' ` p a 45b BENp �- g Slq� PVC R DRAIN SEE DETAIL i 7. HANDICAPPED RAMPS SHOWN MAY BE RELOCATED AT THE • yo.- c,+' }rye / DIRECTION OF VDOT INSPECTOR IN THE FIELD. U Q V PROPOSED 5' WIDE �\ REM N " PfOP< H CAN VP. I TYP �• ' 1 `v O' Z CONCRETE SIDEWALK '= , SIGN TO p "" ` �.. R• _ / ` c' ~ CD .. 37.25. n . : w Slf)EWALK a 1 1 Z t2 ,D ° a 5sR" PVC ROOF° DRAT b a p �� . KERO r, - °ROC - - - 1 1 TEST PIT REQ G gy p ° ` - - 4 p R 21 TAPER, „j._._o •�2DC 5 f�,> - Q• TRANSITION TO 12 69. °,° Q ICO RbCO . . a: o /1 > 1 © PAVEMENT WIDTH OVER 670.58 2, ® - - _ 9 V _ � : ' .1 . . �. __ �_ P • � sR o. � •_ `I o s TRIP GENERATION � > / a CENTER $fGN _ . _. fl0. NOT ; r �' v STR 5A . 3 a STANDARD; CUR 8 10 r�3, ITE, 7TH EDITION ESTIMATES 10 F(. ' 7 M M E0(. �nl ZiF a s n 2 3 4 5 .z. 6 USH CUR' >a d © `VJ �-' `n RIM ELEV 67 .11 4 p SEE DETAIL SHEET . i2 ' a ' -�0'R �, ~ " 4 n. " 3 EE TA11 a 5 , 3/4 GA Z INV- IN=667 51;(4 )4 46' -; 2 PVC SDR 21 W/L' `E3 -% v �p.1' 11. q W c� R r _ a> �? s 12' 4�PVC SDR 1 J STIR 4 2 = ' INV. OUT=867.31 y . >, f °�© © a 8 PVC Ra(SP DRAfN. O,Q . 5 R 5 R` 1 1st`• F ' D RIM ELEV.=670.41 D0 NOT frNTER` SIGN CO ECT TO°'EX. 6" PV E3 p ' EX ` S5 R PROPOSED 6' OP UE INV. IN=666.02 6`R '. A p p r. 4 G CONCRETE PAVEMENT BOARD FENCE � �/ SDR. 2 .TEST PIT T2EQUIRED .� a INV. OUT=665.82 �. 1-q " WA R a` `: a' `Ex. Z 1 �' 1 ° . �.p a 1 T ,>-. a ..:€X:. CO ,r "- ^. <, k- i/ Q' fti�o y C .�1 SOUPi�E o CONCRETE PIVEME�I• . �,' 8 w 24' PVC DR' 2 . SILVER LAKE C 'a y, /`� �Z �, a n n „ 5 A >, �� °<v LIMITS OF DIBA _► rr+ ° c7 6 a �. �! . , . J "' STR 2C. . ` C 17 . -, 4. . a,. .. . a INST. #1.0©00$53 to IM ELEV.=670.63 .. .. , a d PR ., C• W/ �A�l. VC - a ..� > .. .2:7793. ACRESrym u G. CO R• (TYP.) SDR 21. . < . • . `` • 1 O G u` I 1 P' <� `�' ` . INV, IN=666.15 ,, d EX'. SAN.a MANHOLE . zP o 'o u' Wow- 1 1 �' �, V.' OUT=665.95 vTOP-fi70:63 G :. o-.. RDCO TANK FIE .... F ::. r h 2 2 r{ O N r �. ' ` ° p INV IN=6.63.88 JV a 6 a a RDCO a aA a i p ' ') �v0 \ 0 -G c> W. ". n_ . _ �r.Q': f\DG0 a. a l6Q' \ 1 b �► PROPOSED 4" SAN SEWER SEWER ll1fERAL INV O�YT-6�4 38 ,' 4 N M' �' d .a .. OONNECTION' `f0 lam.. °,� " O O Q CD 64'-2" PVC SDR 21 W/L 'A" HOLE. TAP BY PROP 12 : ? �� EL TAN -12 RCP CLIII,® 0.75% �' FCSA IIIV`. iN=663.88 8' Q 22' 6 22 . 22' { 8' ` TRENCH DRAIN VENT P f =/ A G V a DO NOT u7.8 PVC DRAIN d TRIPI o 1 ' - PROPOSED RECLAI TANKS RDCO . T;,DCQ R^ CO a �, EX SHENANDOAH'� i EX. STIR 3 , ENTER �uIG ° STOP 51GN . Q 4" OW, a ti a, 1 1 RIM ELEV.=669.53 �1 y' GAS COMPANY y GL = M M -EX.. 36-0.l w o - H.CRAMP9 ,� 4 %C' O EASEMENT 1 1 INV. IN=665.06 N 1 ° �y1. M/M EX.. a % £, _ J� N�.� CURB CURB' C NECT 1O:EX.noW/L (!'E Aj 70 BE i P DB. 865 PG. 211 INV. OUT=664.96 U' '� F, A�A� EX. LP p RELOCA INSTAL 1) IF DIRECTED,E PROP. �' PV4 (! 1 \ \ F �`� (TEST BIT REQUIR>=R) •.; V ®19' MIN. � 5/ � •• PR0111DE CG= ' � T< INSP�CTOR. . \ RIGHT OF WAY CATION G �Pz'� NCE 4 , . o r e > 1 ` , � EX. SIGN � E � P� F.1jq� EX. 36" STORAGE PI E TO REM XI b0� En �����,.-•- EX. DETAIL~ T. _ �' l ��. i'2'x45„ 1:�A. NG SPADE' .• � :� PROPOSED 10 WATER EX. TRAFFIC VAULT `TEST PIT REOD G- f- EX. H DRAT E P C 3'R EASEMENT TO FCSA t ' PROPOSED 5 WIDE Ac _ _ X.j �T a .. -' ii . / .. -w:. .' - - - :36, RF NO TAX ID ASSIGNED 1 ,eONCRETE SIDEWALK - -� . , " � WIN III, LLC 2 RIM ELEV.=669.58 -o ON _ INV. IN=664.75 (3-2) I EX. 12.5 / - CG 11` - ''� - GV INSTR NO 07 753 INV. IN=664.95 (2A-2) EX. SD " EX. C G &G G\ OUT=664.43 2-1 I PROP,10"X2 EXIST, 10" EX. S CG-12 H.C. RAMPS INV ( ) PROPOSED M M EX. CURB �TPT-1 (TYPE A) TO BE WET TAP WATER INE RIM V.=67 . <` EX. CONTROL CABINET INV. UT=665 1 PROPOSED 5' WIDE I PROPOSED CROSSWALK O�� F INSTALLED IF i _ EX. STRIPING TO REMAIN MITS OF DI TURBANCE CONCRETE SIDEWALK 6 - O C DIRECTED BY VD0T EDGE OF SIDEWALK TO BE -''`f•� SET 6" ABOVE. EXIST. DI- ' 2" METER VAULT WITH 1" ME - TR - - - r "�'°RpN - � INSPECTOR. APRON FOR`� E=670.72 MATCHADJUSTMETER S SIDEWALK OX TO I 335' SIGHT DISTANCE 3� /NI EX. C EX STIR 1 TAP, SERVICES LINE TO VAULT INV. I=665.57 (2B-2A) LOCATION. SIGHT,. AND VAULT INSTALLED BY FCSA _ / rn DISTANCE - , RIM ELEV.=668.84 INV._ I _=665.77, (2C 2A) INV. IN=663.73 (2-1) INV. RE 1(-LAKES .......-----�---•--. ,!' - - - - _ - - PROVIDE STRUCTURAL 30 15 0 30 60 7T VA. SECONDARY ROUTE 991 EX. 1" WATER WATERTIGHT COVER TO EX. 2" WATER } 60' R/W -SPEED LIMIT 25 M.P.H. SERVICE LINE 4s TRENCH DRAIN OBSCURED BY I SERVICE LINE ISLAND �INSTALLATION. (DB. 637 PG. 201) (/N FEET �J 1 inch = 30 ft, \\\ ! l I\ RIGHT IN/RIGHT OUT TM #54-A-104A TM �54-A-104 �. ENTRANCE PER t ASSAD AKBERZIE `° VDOT JAMESD.B WILKINS III J. D.B. j5 PG. 459 WI :DAYCARE 1 � � ZONED:INB�.#U005GAS5STATION 11) ' ZONED, B THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 2,445 T.P.D. LAND USE CODE: 946 FIRE LA 9ES REQUIREWNTS: Fire Lane morkings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND PROPOSED CG-6 CURB & GUTTER PROPOSED CG-7 CURB & GUTTER PROPOSED CONCRETE PAVEMENT SECTON PROPOSED SIDEWALK SECTION/HEATED APRON, PROPOSED GRASS AREA .... -- PROPOSED EASEMENT AREA -- - --- ZONING BOUNDARY . ZB UTILITY PEDESTALS . . . . . . [fl n EXISTING STORM DRAINAGE & STRUCTURE- ' . ' ' • • ' PROPOSED STORM DRAINAGE & STRUCTURE • • • • • • • PROPOSED WATER MAIN - . • • ' • • • ' • • ' • • • W* EXISTINGWATER MAIN.... .. . ............ PROPOSED FIRE HYDRANT ' ' ' ' ' . ' • • ' ... PROPOSED GATE VALVE & BOX W I -- EXISTING SAN. SEWER AND MANHOLE - - - - - - • -- PROPOSED UNDERGROUND ELECTRIC SERVICE' ' ' ' ' ' ' .. UGT I PROPOSED UNDERGROUND TELEPHONE SERVICE' ' ' ' - " Tai- PROPOSED GAS SERVICE ... ' .... .... - 'GAS' LJL w � Q < LA O �UQ� w Q � I� QM r) m � Q Z w LL`z ILL fn Ld W 0 fN to r� (n N CC M r� - N N t` to r, Q a N00 .. o O M >; a ULJ a a r- O 0 O L&J M � V � Z O � � > Z W7 _j CD Ld Cf)Y W U Z W p 0 U d V) Q U (n = (>> W z a 3 c.) m v w Q � w co Z V) a�� C Z Z a� 1 8 t%i � �`' L C aj W W a W Lij c In d- Z W Z af Y U Ld = Z J M N •- OZ i e z'S NOTES: BLDG. OFFICIAL NOTES: Q �,sT� 12 THRU LANE VARIES 16' PAVEMENT DESIGN IS PRELIMINARY. FINAL PROJECT SUMMARY ��� PAVEMENT DESIGN WILL BE BASED ON ACTUAL 1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE TAX IDENTIFICATION NUMBER 54-((A))-105 J `�, X 3' FIELD CBR TESTS AND EXISTING PAVEMENT w I REGENCY LAKES DRIVE ACCESS BUILDING CODE AND SECTION 304-B, OF THE INTERNATIONAL PARCEL AREA 2.77 ACRES z o a a v CORE DATA AND APPROVED BY VDOT BUILDING CODE 2006. OTHER CODE THAT APPLIES IS IBC AND DEVELOPED PARCEL AREA 1.65 ACRES 0 x N d WP-2 VARIES STAUNTON DISTRUICT MATERIALS ENGINEER CI THIS PLAN PROPOSED A NEW FULL ACCESS ON REGENCY LAKES DRIVE CABO A117.1- 3 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. ZONING B-2 A z PRIOR TO INSTALATION. WP-2 x WITHIN 79 FT. OF THE GETTY LANE ENTRANCE AS SHOWN ON THE NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA ADDRESS 1683 BERRYVILLE PIKE Ld � a� �r,� -- W w WINCHESTER GATEWAY MASTER PLAN. WHEN GETTY LANE IS SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS CONCRETE CURRENT USE GASOLINE STATION 0 o �o�~ - * FINAL LOCATION OF RAMPS IN VDOT R.O.W. TO = -R =_- -'- --- -- CONSTRUCTED, SHEETZ, OR IT'S SUCCESSORS AND ASSIGNS, SHALL CLOSE STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT PROPOSED USE GASOLINE STATION & CARWASH � Y THIS THE FULL ENTRANCE ON REGENCY LAKES DRIVE AND CONSTRUCT A BE DETERMINED Y DISTURBED AREA B VDOT INSPECTOR AND/ OR P 3.34 ACRES APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN EDGE OF SED DES EX. G ENGINEER. NEW ACCESS TO GETTY LANE AT THE EXISTING SHOWN INGRESS EGRESS PERSON. ADDITION SHALL MAINTAIN EXISTING BUILDING TYPE PAVEMENT --� �_ - •�--• ���• .......... •�-- ���•-, ��� EASEMENT WITH TAX MAP PARCEL 54-A-1 O6 PROVIDED RIGHT OF WAY SETBACKS REQUIRED PROVIDED VDOT CG-7 CONSTRUCTION. FRONT �Berryville Pike) 50' 272'+ 2" SM 12.5A UD-4 FOR LAND DISTURBANCE GREATER THAN 10,000 6" BM 25.0 ACCESS OVER T.M. 54-A-102 AND GETTY LANE IS PROVIDED BY OTHERS. 0 Ui FRONT Regency Lakes Drive) 35 134 + * CROSS SLOPE= 1/4":1' 6' BM 25.0 SQ. FT. ON STATE ROW VDOT EROSION & 8" 21B 2. DEMOLITION PERMIT IS REQUIRED TO REMOVE EXISTING STRUCTURE. SIDE 0 42'+ Q• OR MATCH EXISTING 8" 216 SEDIMENT CONTROL CONTRACTOR WELL COMPACTED SUB -GRADE REAR 50' 113'+ EXTEND 21 B CERTIFICATION IS REQUIRED. 3. NEW M-MERCANTILE BUILDING SHALL MEET HEIGHT AND AREA PER PARKING 10' 10'+ -C WEII COMPACTED SUBGRADE 1 Fr. BEYOND BACK T503 WITH ALLOWABLE INCREASES. PARKING (BUFFER AREA) 25' 77'+ O U OF CURB BUILDING HEIGHT 35' (MAX.) 24'(+/-) �•• %_ Q . ' 4. BUILDING PLANS SUBMITTED FOR PERMITTING FOR PROPOSED GROUND FLOOR AREA 6,561 SQ.FT. "_ ROUTE 7 ROAD WIDENING REGENCY DRIVE RELOCATED ENTRANCE CANOPY SHALL BE DESIGNED BY A REGISTERED DESIGN NUMBER OF STORIES 1 (24' f) 0 Q N.T.S. N.T.S. PROFESSIONAL LICENSED IN THE STATE OF VIRGINIA. INSTALLATION FAR ALLOWED 1 O I OF GAS FUELING EQUIPMENT AND FUEL STORAGE TANKS SHALL BE FAR PROVIDED 0.06 to IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE 2009 ,& NPFA MINIMUM LANDSCAPED AREA 0.40 AC. (157) to-0 0 30. EMERGENCY FUEL SHUT OFF IS REQUIRED WITHIN 100 OF LANDSCAPED AREA PROVIDED 0.63 AC. (327) Q a o NN co 7" CONCRETE WITH VARIES 5'-15' FUELING STATION. AREA OF EX. WOODLANDS 0 AC. -I cr_ Q o• o: 40 ` o: ` o` 'o- cy o.- HEATING ELEMENTS WOODLANDS TO BE DISTURBED 0 AC. 0d (D > rn " 4' CONCRETE 5. HANDICAPPED PARKING SHALL COMPLY WITH ANSI A117.1-03. A J T 8 sTONE BASE = MINIMUM OF ONE VAN ACCESSIBLE SPACE IS REQUIRED PER 1106.5 ++ - 2" STONE BASE IBC 09. VAN ACCESSIBLE PARKING SHALL HAVE A MINIMUM OF 11' PARKING REQUIRED PROVIDED to c o 0- STANDARD e , \ PROPOSED HEATED APRON SECTION NOTE: CONCRETE PAVEMENT DESIGN BY OTHERS. CONTRACTOR - -WIDTH WITH 5' UNLOADING AREA OR A MINIMUM OF 8' UNLOADING HANDICAP SPACES (1/200) 33 57 O LL LL PROPOSED SIDEWALK SECTION TO PROVIDE SUBMITTAL TO FREDERICK COUNTY INSPECTOR AREA WITH AN B' _W1DTu pip SEGT LOADING SPACES S 1 1 U ~ 19N• �82-kPd`st-';� t�I1Qll� (DESIGN TO BE VERIFIED BY OWNER) P1 XPA THREE ACCESSIBLE SPACES ARE REQUIRED BASED ON 51 + PARKING TOTAL SPACES PROVIDED 61 CC cri SPACES PER T1106.1 IBC 2009. ACCESSIBLE TRANSITION FROM�- �` ° ' PARKING INCLUDING ACCESSIBLE ROUTE INTO STORE APPEARS T L. > o o• • o -. COMPLY WITH A117.1-003 WITH A MINIMUM 1.5% , ' MINIMUM 6 SEWER LATERAL SLOPE = 1 8 :1 1 % >` N CONCRETE CURB ,, - .: SLOPE. , „ ° 7 CONCRETE � / ( ) � � COMPACTED SUBBASE 6. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA R + \ 8 STONE BASE SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STIR TURE. TOTAL PROP. IMPERVIOUS AREA = 2.04 ACRES = 1 - (SOILS, CONCRETE ETC...) EX. IMP. AREA TO EX STORAGE PIPES 1.13 AC. _ SAWTOOTH CURB CUTS SECTION (CG-6) PROPOSED CONCRETE PAVEMENT SECTION PROP. IMP. AREA TO EX. STORAGE PIPE = 1.26 AC. 7. ANY NEW SIGNAGE REQUIRES A BUILDING PERMIT,. IMPERVIOUS AREA TO BIORETEN11ON = 0.80 AC. *0 � (DESIGN TO BE VERIFIED BY OWNER) ' +"' •� ' a. Li NOTE: ORIGINAL SITE PLAN APPROVED JUNE 6, 1994 OF RECORD FCSA PROJECT INFORMATION �-.-----�-.._ ` MERID1ANp 10ppQ9g66 �� �NSiR• TM #54-A-998 �' ESTIMATED WATER AND SANITARY SEWER USAGE CG-12 H.C. RAMPS (TYPE A) TO BE -' SILVER LAKE, LLC ' WATER DEMAND 2800 GPD INSTALLED IF DIRECTED E ) TO TM #54-A-106 RIPRAP SANITARY SEWER DISCHARGE 2800 GPD. SILVER LAKE, LLC APPROXIMATE SHENANOOAH GAS COMPANY EASEM PROTEC N FI�TURE FFO C�iRYSIERARKI{G Z� NED:I B2USE01COMMERCIAL INSPECTOR (PURPORTED TO BE 50' WIDE AS DEPICTED 0 E T� TPT-1 �` INST #090011AR N pg 8 9 To Ex. I T CONSTRUCTION ENTRANCE NOTES: ZONED: B2 USE: CAR DEALER PG. 1425 ND DB. 380 PG. 321 � ii II FUTURE 9TFOT C1�� -PAR4M -- MESAS 6 \\-D\NG / 1. SHOULD THE TRACKING OF MUD ONTO THE PUBLIC ROADS BECOMES A STOP SIGN -- EX. SDI - ° , PROBLEM, THE FREDERICK COUNTY INSPECTOR MAY REQUIRE WASHRACKS STOP BAR -'j ( ~-- �ME EX. STEM. DRAIN ��- BE INSTALLED AS REQUIRED BY THE CONSTRUCTION ENTRANCE DETAIL Z TAPER E.O.P. TO CONNECT TO , E . LP MITS F DIS RBA CE } I E C•�� -: EXISTING ENTRANCE CURB t R I I I E . ._ _ a'' g C p Ex sfi ON SHEET 3. 669.93 1� EX _ �..., * INGRESS -EGRESS ' -�- - el. 4 ' zP. ONC• F� h� EASEMENT -12 Z� -� •Q` ' °' ,.. �, tp' �._ INSTR. NO. 100009966 1 2. THE CONTRACTOR WILL REMOVE ANY MUD THAT IS TRACKED ONTO THE WP-2 _ « _ $ } ' ` --- .___. ROADWAYS BY THE END OF WORK THAT DAY _ R.ROP4 `CG6 a w / a a EX:�TEST PIT g _ q. ° .• a °. � 4 C• } �a , . Z r OSED L a `PROP. CON :GONCREiE PAVEMENT � �, , ' � •, .' EASEMENT " _ AR _ - n " a n --- a^ a 4. G'' > a i STR..Nb.. 100009966 OI 8 38 E 486.5 _ -R EX. TES T PIT - 4 . s m - « :. > . °.° • : ; SE`E DETAIL SHE jf•.� S 4�IT` , ,' _' . �,L �. h ° m -11 _ ?� t� IRF .._ a.. « e , . 4' - -- - �'4 ` �•> a �� �a h « a; 11 NOTES w - - x 'tu,: .a r„ -0 81 D ? a 4SHAR D ENTRANCE a a: o a -- s--- . a l 5 R s , °. } V v - . 4 _ a� a 4#' L CONtcETE PPeVEMEt T A. s 1. CONTRACTOR TO COORDINATE WITH FCSA TO TURN OFF SERVICE 4 - ACCESS. DRIVE N �' c' ^'- • « RIM ELEV-669.9A ° N C. SED ar-IN®V: 6672tJFRROP. _CG =6 a 4 ^4, on ' « I Nx\ DURING CONSTRUCTION AS NEEDED.OU� SIl1 Y 7 LOT V) EX:T � o ' RZOP,'CANOPY a ozcpRIM ELEV=s71:15 b AL AT MANHOLE DURING 5 R. • RELOCATION OF EXISTING SEWER LATERAL.OUSTR 5 T667.10PROPOSED CROSSWALK -2 MV.=670.76 INV. ._ . a TRASH actHENANDOAHU ITS OF DISTURBANEX W �� a ti 5R . RpOp 'R 5R 4, �; J ei GAS EASEMENT 3. CONTRACTOR TO FLUSH SANITARY SEWER LINE FROM BUILDING TO CG-12 H.C. RAMPS r' INV. I=666.83 (5A-5) R W/ TRAFFIC . EASEMENT MANHOLE REMOVE A (TYPE A) TO BEEt1'TF • RDCO BR CRp j «. A�. 4" PVC ROOF DRAIN Y u 4 a c� a a ANY DEBRIS THAT FLOWS INTO MANHOLE. INSTALLED IF DIRECTED ' 7 1'23" E ' INV. 0 T=666.43 (5- �C� 'R p4'R SfGN =65' e a w W GUARDRAIL TYP. " o� h « EP DB. 865 PG. 211 BY VDOT INSPECTOR. °. 2 •48' EX. LP .�q, 5 " `' -* c�' ` .a _ EX » 4. CONTRACTOR TO TEST SANITARY LATERAL FROM MANHOLE TO 67 TBR ® 1 EX. • O� « of 20 R o ' . a e 4 v, • a w H��R� 3 DRAIN INV. OUT = 99.0 BUILDING PER FCSA REQUIREMENTS. EXTEND 12' RIGHT TURN X- `� Epp EX. LP R tO C �: «' �_ -- PROVIDE 0.5 CU. YD. '1 I E'. F s c� , ,�, . : - EX. - M RIP RAP d(50)=6 OUTLET PIWTECTION LANE PER VDOT ROAD s « Q ' Gt9ARDRitiIL a 6,561 S.F. « 5. A LAND USE PERMIT FROM VDOT IS REQUIRED FOR ANY WORK ~ 1 DESIGN STANDARDS �p EX. GWEXIST. PROPERTY LINE o * v �zv, EL LP N QCQ .RDGO a -A A TABLE TYP• PROX." ILOCATIOK OF wR °: m EX. SWALE PERFORMED IN THE STATE'S RIGHT-OF-WAY. THE PERMIT REQUIRES A a WN P98 � k, _ - , . r.. ,:� : �.: t . FF ELEV. 674.0 E P / P u 'WV ci _ R®P AS -1?UMP " . ° -- - o GREASE AIL SEPARA ADJUST VALVE BOX TO rn ,RELOCATE EX. WATER a �+ « - ° PROP T; ELAtAl - " a ^� a 9 > • 3" PVC ® FEE AND SURETY BOND RAGE. 1 1 0 GRASS ` ,n ° I , - ' • - 6 PVC ROOF DRAIN a - 30.00' .A 'A.. z PROP COVE PROPOSED PAVEMENT METER T �i a 11 -2 C -- -'"~ 20 - 4"PVC SDR 21 y ° L• _ �. z 1.Oi6 MIN. 1 ELEVATION �� , STRIP PER FCSA GQ ®o « SDR 6. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMEN +`� �. �'F't+ 1 ° y a ' , ,A _ 21GM s"' } t FRENCH DRAIN REQUIREMENTS OF THE FREDRICK COUNTY ZONING ORDINANCE. 4" WHITE SKIP LINE y�70.7 �ti 15 S�.O 2.0 cWi U �n �-=-- ;-50,02' a O, U... ' 1 s zW a « RDCO �4 ' BEND.. 3 7�0.-------= N. / 1 1 2' LINE, 4' SPACE c> \ 4 h ®O• / as a .. « RDC�O , , . ,,. F C - DARD C RB cn ( ) o , 5 0� 1 �°° & . "' } ' ' $ ? �' .2t w 7 HANDICAP » PVC R DRAIN E' d ...� .o a y 7. HANDICAPPED RAMPS SHOWN MAY BE RELOCATED AT THE a . SIGN SEE' '"sFI' 12 w.. f U N `_7.92'. ,y A • g PFt"OP H RCAN T�tP�¢" � a TYP - T�� a / DIRECTION OF VDOT INSPECTOR IN THE FIELD. 1 PROPOSED 5' WIDE IGN TO REM . �': - �, Z CONCRETE SIDEWALK S E . a `37.25' w• x 5 ^ 'SIDEWALK '^ . a 4. 'a ." F•- - 1 Z c�=- . KERO > . : aA 2Q in C 12� �0 .. 5'R $" PVC ROOF DRAT y a h • RDC ;TAPER; ' , ,.���:o ADC 5 f TEST PIT REV D ° ` t o -sue+-R:. F C _ 1 TRANSITION To 12 1 6g 1 A. GQ .�' Q' « . iJCO RDCO . - - p 4 PVC• SDR PAVEMENT WIDTH OVER 670.58 _ 21 ® c� _ _ __..�... « / : « a D0: NQTENTt3'i IGN', . (r1 10 FL n r' a -sR �C•o• m ITE, 7TH EDITION ESTIMATES z�- �, .• v,•-4 � .• : •. STR}5A } �•. - ,- a : STANDARD,;CUR 2 : TRIP GENERATION � > M/M IX. ° © © co 4 5 .E 6 77 8 '' a « RiM ELEV 11 �'' } � �' � a " SEE D�jQ�IL •SHEET. T2- � 3 ' . 'USN CUR • . ,z.. ' �, °,: � � ` E J " 3 ' = EE AIL 4 ,>p'R 4 / Q z . INV' It�1=667.51 4' �' 2" PVC• SDR 21 W L ' " L TPT-1 115 3/4 GA +R (' }° : 46 / z 12 • / N 10 �' �'°' INV. _ OUT=867.31 .. ' b 1 - 4>PVC SDR 1 t -p STR 4 iXts 8.. PVC R8(SF� DRAIN. O 5•R • a 5R . D RIM ELEV.=670.41 �Q ® O © DQ 1J0'f 16-11 SIGN' a " R ' g M.a n • `.4 ° L - ` ` PROPOSED 6' 0 C"1 INV. IN=666.02 "' CO ECC1^ TO IX, 6 PV _. ((��11�� u « -4 • S R: 2N�NffT P0?'f EQUIRED .A p - r, -G CONCRETE PAVEMENT €X S BOARD FENCE t t •� aj a 6'i� s ' / a ,",{� 't 4 �'� a INV. OUT=665.82 • • 1- " WA R i �X. CO»-s»° P aw--s - s--sew-tea r�• Z p . 4 . , ' TM #54r A=105 \ G1 �� aG CONCRETE PAVEME1yT. €X:. CO 24' ?VG~ SILVER LAKE / ' " >' - �� <v OMITS OF DIS�RBANCE A... « a 17� , -� 4 . �' " INST. #1.000�53 b m� .`° o� 4Q / 1 .. . ,. �R C. W *A C •© © N cfl M ELEV.=fi70.63 . 4 4 ..,� «. / FVC. 2:7793• ACRES _ �� 0"'4, / C11' INI(. IN=666.15 EX. • SAN.s MANklOLE G. CO Rd (TYP.) . SDR° 21. a P a ` V-.` OOT-66 .85: .. TOP=�E70:63 a 4 zQ 4 4 ' .. R RDCO a' TANK FIE -a . 1 to , o . (, © ��• " n INV IN-6.63.88= /� ••+Q .,Ci i, �'„ ' s'c »: -'' _ r.Q .4'.a, RDCO '• ` n • 4� ' a 11_ s -, q�/ J� Q�C/ " 4'' INV 0 T-66.3,8 : Ih 4 a N inn n PROPOSED 4 SAN SEWER a ' . o SEWER (ERAL A « u : .? &. 4� , a 6» �{ " " rn a . ' CONNECTION ` DG, ': IIN�� o > . a O 1 CO ► •t 64'-2 PVC SDR 21 W L "A L o 4 &. a .. / HOLE. TAP BY } s �PROb�: 12 , ' EL TAN '-12" RCP CLIII,� 0.75% 4 : ,« '4 a 22' : 22'' R 8 '. 4 . ri 7RENCsH` DRAIN > •' VENT P =� ' FCSA 'h!I\�. IN=663.8$ ` 8 22 t' I NOT>. �.8 PVC RDGO,,. ` I,DCQ R 0 a Q » IP NDOAHv / PROP05ED RECLAI TANKS :o,' - "�0 " . a , ...' ' . 4 . = 1 �. EX SHENA EX. STIR 3 1 `�' c; a r G' .ENDER 51 h STOP? 51GN . ' > Q ;. 4, OW' v GAS COMPANY RIM ELEV.=669.53 �,- 4 GL ''�- MtMP9 1 1 INV. IN=665.06 �' \ > . ' A 4. M/M rE)(: 3 .L �' u o - Q ' . ' X-11 EASEMENT T o �, -M%M EX.. : � �- } :0 4 � A . �'0''BE- '«DB. 865 PG. 211 INV. OUT=664.96 wo.LP \. CURB' .: ' . h :' S ( ) #. PROP. PV ��\ N �o CURB m s RELOCA C NECT T: EX.,W/l a INSTALLED 1F' DIRECTED, a = f, ' p F � U2 `L� �_.. .b •/ :� '(I ST R[T' REQUIRED)1;.INSPfCTOR. ' .4 T RIGHT OF WAY CATI EX. SIGN E P® 'fF EX. 36° STORAGE PI E TO REM 5U'tivTT:" E , . , 4 } ;' . 4 a O r i�'C EX. lff DETAIL- T' • Y*4V. L®A. NC -$PAGE• 3,R PROPOSED 10' WATER 1 , , EX. TRAFFIC VAULT TEST PIT RE D �G- EX. CH DRAY E P C A. EASEMENT TO FCSA / P OPOSED 5' WIDE " 1 NCRETE SIDEWALK - X•° _� RF NO TAX ID ASSIGNED • 2 RIM ELEV=669.58 %'' -T :..: . ON a 12 5'� WIN III, LLC INV. IN=664.75 (3-2) EX' CG-11: GV INSTR. NO, 070014753 INV. IN=664.95 (2A-2) EX. SDI " " " EX. C G i G"' ` CG-12 H.C. RAMPS INV. OUT=664.43 (2-1) I 0 WETT TAP X2 WATER 10NE PROPOSED RIMS V.=67 . M EX. CURB Tp`-1 f _ (TYPE A) TO BE EX. CONTROL CABINET NV. UT=665 1 PROPOSED 5' WIDE PROPOSED CROSSWALKO INSTALLED IF / _ EX. STRIPING TO REMAIN _ MITS of DI'TURBANN _ CONCRETE SIDEWALK - C C. DIRECTED BY VDOT' EDGE OF SIDEWALK TO BE -' 2" METER VAULT WITH 1" ME - `INSPECTOR. SET 6 ABOVE EXIST. DI- t TR ADJUST METER BOX TO 335' SIGHT DISTANCE /M EX. C APRON FOR a =670.72 MATCH EX STR 1 TAP, SERVICES LINE TO VAULT INV. I=665.57 (2B-2A) LOCATION. ' SIGHT RIM ELEV.=668.84 AND VAULT INSTALLED BY FCSA INV�yI665.77 (2C-2A) = J DISTMCE ~ . INV. IN=663.73 2-1 ` �_ INV. OUT=fi�S. 2'A=2�....-...-•---L ....� -._ :�. RE KES -- DRI - VA. SECONDARY ROUTE 991 60' R/W - SPEED LIMIT 25 M.P.H. I (DB. 637 PG. 201) I TM #54-A-104A ASSAD AKBERZIE INST.#200520451 ZONED: 82 USE: GAS STATION I EX. 1" WATER SERVICE LINE PROVIDE STRUCTURAL WATERTIGHT COVER TO EX. 2" WATER TRENCH DRAIN OBSCURED BY SERVICE LINE ISLAND INSTALLATION. I RIGHT IN/RIGHT OUT TM �54-A-104 ENTRANCE PER VDOT JAMES WILKINS III D.BJ 53 PG. 459 ZONED: USE: DAYCARE aR.4PH/CSeWE 30 15 0 30 60 ( IN FEET ) 1 inch = 30 ft. THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 2,445 T.P.D. LAND USE CODE: 946 FIRE LA QES " Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND PROPOSED CG-6 CURB & GUTTER • • • • • PROPOSED CG-7 CURB & GUTTER • • • • • . • . . • . • • =' PROPOSED CONCRETE PAVEMENT SECTION FM PROPOSED SIDEWALK SECTION/HEATED APRON. .. • . . PROPOSED GRASS AREA • ... • • ' • • • • ' .. . PROPOSED EASEMENT AREA ZONING BOUNDARY. • .... • . '' • ' ' • • • •' • • ' • •• ZB U11UTY PEDESTALS ..... • ..... .... • . . • .... Q EXISTING STORM DRAINAGE & STRUCTURE • • • • • • • • • • •• PROPOSED STORM DRAINAGE & STRUCTURE.. • • ....... PROPOSED WATER MAM .. • • • • • .............• -i W! EXISTING WATER MAIN .......... ............. PROPOSED FIRE HYDRANT ' ' ' ' . • . ' • .. • ' ... PROPOSED GATE VALVE & -BOX . ' ' . ' ... • • • ' . • ' .. 014 W F- EXISTING SAN. SEWER AND MANHOLE • ' . • .... • . • •• .-----•---o --- PROPOSED UNDERGROUND ELECTRIC SERVICE .. • • • • • • • • --i UGT 1--- PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • PROPOSED GAS SERVICE • • ...... . ' .. ' .... • • -�- z w Z QV) O Q U 0 p U N�mo Z W o � � ry q o cn cn cn cn w C G 0 M t� 0- N cp Q e- N a pM a rz Z tsD O V z > w� _j w W U 0" V V 0) z O � x v z 3 U cc 0 w WCI o 2 w n. m Q z Wa�a o z a � Z Z _ � (n La. V F � a z f z Z � 04 03,U to sl• M N �- z W Of = J 0 0 U Li r