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HomeMy WebLinkAbout026-94 Taco Bell Restaurant - Gainesboro - BackfileSHEET LIST COV.E'R SHEET SITE & DIMMSIONAL PLAN LIGHTING ANC LAIVVSCAPINC PLAN SITE CM -DIN! PLAN SITE UTILITY PLAN UTILITY PROFILES -DETAILS OFF -SITE CRMES & INFORMATION EROSION CONTROL PLAN 139 1 •• �. _ \ xasy i - •�� I ` '.r 00 �;TH_E SITE E�. ` �o •I o pll '� o VJ /1 NTERC aNsy 8 • 61 MARIINSBURGPIKE <�.-3� ? ,• .•' • f%� o y 6 I • $fie ,_ ,) O // �I t� • . o (l�f ' 100 bbo1 •. 725. 01 SCALE 2000, VICINITY MAP FREDERXX COUNTY, VIRCRIA C-> C c - 4 BURCERBUSTERS c - 5 355 Nest Rio Road Suite ,204 C - 6 C 7 Charlottesville, Virginia 22901 - c - 8 (804) 973-1481 Ec - � REVISED 11 /28/94 11)1�� &.11N ".'r- Lee Carvin, CEW, CRE, ORI Colema�e-Carui� Realty P.O. Drawer 53905 Fayetteville, NC 28305 (910) 484-9999 i INGRAM TUDOR & COMPANY P.L. C. Route 2, Box 204 Mount Crawford, Virginia 22841 (703) 828-2778 fax (703) 828-2683 FREDERICK COUNTY .) I.l � Approved lby the Zoning Administrator Z� v a ° v GENERAL NOTES: N OR F �. e� d \ WINCHESTER NORTH, INC. 1. SITE OWNER: BURGERBUSTERS INC. a f c/o MR. LEE GARVIN PHONE - (910)4$4-9999 a �p `P2�\\4 ° DB. 585/ PG. 769 DIMENSION NOTES: COLEMAN-GARVIN REALTY \ USE: MOTEL PARKING LOT P.O. DRAWER 58006 A p ZONING: B-2 1. BOUNDARY SURVEY PROVIDED ° �� ��, 4 BY GILBERT W. CLIFFORD & ASSO., INC., FAYETTEVILLE, NC 28305 O� ° � FEB. 7, 1994 2. SITE DATA:2. ALL CURB AND GUTTER DIMENSIONS ZONING -GENERAL BUSINESS DISTRICT 8-2, BUILDING AREA: 2587.48 ARE TO THE BACK OF CURB (B.C.) SETBACKS REQ'D: FRONT 35, REAR 0', SIDE 0' - aUNLESS OTHERWISE NOTED. BLDG. HEIGHT = 16 - 10.5', LANDSCAPE AREA: 9,344 SQ.FT. (25.5% MIN.15%REQ F PARKING SPACES PROVIDED - 44 (1.4 X 2587.48 SQ.FT./100 = 36 REQ D) \ o AREA OF CONSTRUCTION DISTURBANCE - 1 ACRE `!/ LOT AREA: 0.8400 Acres, FAR (BLDG TO LOT RATIO): 0.0707 (1.0 MAX) F i 3. PRIOR TO COMMENCEMENT OF EXCAVATION, IT SHALL BE THE CONTRACTOR'S j STF \ EXXON CORPORATION RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES WHICH MAY HAVE AFFECTED \ \'� oq \ \ EXIST. PAVEMENT DB. 4,05/ PG. 277 N or F UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY 'MISS UTILITY" AT �� \ O CURRENT USE. SERVICE STATION PAUL D. MULDOWNEY, ET AL TELEPHONE NO. 1-800-552-7001, 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. 12 0� ZONING: B-2 THE CONTRACTOR SHALL VERIFY THE LOCA11ON AND OF UNDERGROUND UTILITY STRUCTURES. EXIST OX �O 2Sp ZONED: M1 ND PO E �\ x (1Np Tp 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE USE: MANUFACTURING LOCATION AND DEPTH OF ALL UTILITIES. / CO-)' SO' .0 OS� R00 5.00' 181.6 4' S 32 09 05 W cF`34.� s V \D �iMir - --� - --` \ 73.57' '9 32.94 (� GC-6 C 15.03' 24.23' �� , \ O \ C 5.� _ Rolcli 7- / _ X � S \ ENTRANCE SIGN6 6 GUARD POSTS R2.5 0-)\ 2'X 2' �� �\ O° R12.5' -� 2� + \ 12.0 �l T J ' ` / I V 4 8„ w R2.5 R12.5 EXIS \ DRIVE THRU SIGN � may\ 1 . WATE ETEE 51 3:1 TAPER R3.5 \ _ 12'S - R2.5' SIG T DIST.TO CENTS R2.5' �'-- _ \ LINE INTERSECTION = 250' 6.00, GUA POSTS - + 25. R12.5' POWER PO To -I- + 6 20. '� VDOT RIGHT OF WAY CSC' RELOCA D GUARD ST \ t \ R4.0' 0 R2.5' ®` 63.5 O' FOUR BR K 16 A DICAP IGNS \ �� IN CURBS 7 \ \ O TREES TO BE 82' _v- \ • 0 / REMOVED 43.72 8 NOTE: REZONING PROFFER REQUIRES THE 35. 2 \ GUARD POST�- VEHICULAR ACCESS TO ADJACENT PROPERTY j 63. 0, '�_ ��EwAli{ ..• - � R1�.5 Goo AS SHOWN ON THIS SHEET. 73' �. ' ❑ REMOVE PUMP ND'• 1�5 Z SPEAKER UNDERGROUND ANK; PROP 62.92'O Q ED O 78.50' - TACO ' �. FINIAL ,• S I IE PLMN O MENU ACO8E`L 1'- 0V`Ea N ES7AUR25 DATAZla, 1,919VE OFILL co:. j �R� 136.24' O PIPE EXIST. ::: :.BLDG. THRU PROPOSED PRIVATE O R20 PUMP 4 5HD` R2'SEWAGE PUMP STAEXTENDED .. .. R12.5' ::::::.G?.:.:..:. R12.5' 21. 3' R12.5' :;;::;:J%c€ :::.. �J y. ::::r:`> RESTAURANT SIGN > - - _ GUARD •POSTd TO BE PLACED A MINIMUN 26 "28 �- OF 10 FEET FROM ALL. UARD POST 32°5400 Eb3.00 ��\ 20 00' PROPERTY LINES) ICULAR ACCESS T EXIST. R17.5' ADJOINING PROPERTY. Q ADDITIONAL NOTES: �\,� of 2 1 ° ; -- � Tg�. (PERMANENT) 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL N or F 43 Dp" --__ 59.19' \ (PROPOSED BURGER KING, REQUIRED PERMITS FOR CONSTRUCTION. FIRST VIRGINIA BANK yV �` o+F GAS STATION & CAR WASH{ �-- o` G Y`C. DOR 1) ZONED: B2 NOTE: CURB EXTENDS IN 5- Q , 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING USE: COMMERCIAL FRONT OF DRIVE THRU WINDOW NO, C ZONING, AND OTHER ORDINANCES OF FREDERICK COUNTY AND ALL N or F APPLICABLE STATE LAWS AND REGULATIONS. PAUL D. MULDOWNEY ET AL 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MEET COMPLIANCE REQUIREMENTS WITH SEC. 59.1-406, ET SEQ. OF THE CODE OF ZONED: M1 VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT.) REV. 9/08/94, 9/13/94, 10/12/94, 11 /10/94, 11 /28/94 USE: MANUFACTURING 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SAFETY COBE'jL .REST.AUR�NT CHECKED BY: AND SHALL COMPLY WITH ALL STATE AND FEDERAL (OSHA) LAWS ANDINGRAM - TUDOR �C COMPANY, P.L.C. REGULATIONS. DRAWN BY: GCT 20 Go aph I o 5cal 0 40 SITE & DIMENSIONAL PLAN Nam, 5iv+ , aid Lad m SCALE: 1 Y = 2C' 9. FEATURES SHOWN WHICH ARE IN CONFLICT WITH THE ARCH. PLANS FOR THE BUILDING SHALL BE RESOLVED IN FAVOR OF THE ARCH. PLANS. GAINESBORO MAGISTERIAL DISTRICT DATE: JOB NUMBER SHEET 10. THIS PROPERTY IS SUBJECT TO CONDITIONS OF UTILITY (POWER CO.) ( IN FEET OVERHEAD EASEMENT (NO DEFINED WIDTH) IN DB.743/PG.263, DB.318/PG.351 FREDERICK COUNTY, VIRGINIA August 12, 1994 21655 IC - 2 PLANTING LEGEND CALLERY PEAR, 2" CALIPER BARBERRY DWARF CRIMSON 2 GAL C eR DWARF ALBERTA SPRUCE, 2 GAL. FIRETHORN (PYRACANTHA) "LOWBOY",PY JUNIPER "BLUE RUG", 2 GAL FALSE CYPRESS "GOLDEN THREAD", &FC JM 2 GAL OR NEST SPRUCE, 2 GAL JAPANESE MAPLE, 1.5" DIA MUGO PINE, 3 GAL. MP ORNAMENTAL GRASS (3'-4' MAX. (2 GAL AROUND BUILDING) MATURE HEIGHT) OR „ LIRIOPE - HOLLY (ILEX) "HELLERI" H YUCCA "FILAMENTOSA" 4' WHITE PINE 1 4' WHITE PINES \1 PROPOSED PRIVATE SEWAGE PUMP STA. BARK MUL BARK MULCH / BARK MULCH i i fir^"EXISTING C7,3- )SCAPING NOTES:TREES 1. UONTRACTOR IS TO REMOVE ALL DEBRIS, ROCK, STUMPS, CONCRETE, PAVEMENT, AND ALL OTHER UNSUITABLE MATERIAL FROM AREAS TO RECEIVE TOPSOILING, SEEDING AND PLANT MATERIAL. ALL UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF THE PROJECT SITE IN ACCORDANCE WITH LOCAL AND STATE LAWS AND REGULATIONS 2. ALL AREAS TO BE SEEDED SHALL BE TOPSOILED WITH 4" OF COMPACTED TOPSOIL. THE TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SANDY CLAY LOAM AND CLAY LOAM). THE TOPSOIL SHALL BE FREE OF DEBRIS, TRASH, STUMPS, ROOTS AND NOXIOUS WEEDS. 1,4 93 U `�- /, --� "�� VA BARK MULCH TRANCE SIGN � T.9C0 BELL R67STM URkVT Graphic 5cal e 20 0 10 20 40 ( IN FEET ) LANDSCAPING & LIGHTING PLAN GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA ROO rE 66j 3:1 TAPER TO BE REMOVED �� EXIS=E` EXISTING NOTE: PARKING LOT LIGHTS ARE DOUBLE OR SINGLE UNIT EXIST EXIST TO BE SLMA400MAL FLOOD LIGHTS BY STONCO. TREE/REMOVED SEE ARCHITECTIJRAL PLANS FOR LAMP BASES / & WIRING DETAILS. %4� EXISTING \ RI:ME TO OVEDBE LIMIT OF LAMPS \ 1 FOOTCANDLE REACH RESTAURANT SIGN REV. 9/08/94, 9/13/94, 10/12/94, 11 /10/94, 11 /28/94 INGRAM - TUDOR & COMPANY, P.L. C. CHECKED BY: DRAWN BY: GCT SCALE: 1" = 20' DATE: JOB NUMBER SHEET August 5, 1994 21655 C — 3 NOTES: CONCRETE CLASS A-3 a ° a 1. PROPOSED GRADING IS SHOWN WITH SPOT ELEVATIONS. 6 2. ALL CURBS & GUTTERS SHALL BE CONSTRUCTED ° IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION METHODS AND MATERIAL SPECIFICATIONS. 3. BITUMINOUS PAVEMENT FOR ENTRANCE SHALL a : •• .• BE 2' OF SM-2A, 4' OF BM -2 AND 8' 21-8 STONE BASE. (WITHIN VDOT R/W) l 4. BITUMINOUS PAVEMENT FOR DRIVEWAY SHALL a ° \ \ t �P° Q a . BE 1.5" OF SM-2A, 2.0" 1-2 BASE AND G �' ° ' �� 6" 21-B STONE BASE (VDOT SPECS.). '�� �G� PARKING AREA — �S 5. BITUMINOUS PAVEMENT FOR THEBACK FILL DETAIL �� G�,� 00 ..�.. �o SHALL BE 2" SM-2A WITH 8" 21-B STONE BASE. „ �5� ,gT �\ 6. SIDEWALK PAVING SHALL BE A MINIMUM OF 4" FOR TWIN 15 , V PORTLAND CEMENT CONCRETE. 7. ALL DISTURBED AREAS IN THE R/W NOT PAVED DRIVEWAY CULVERT SHALL BE TOPSOILED, SEEDED, AND MULCHED C'" � 1 0 ACCORDING TO THE EROSION CONTROL NARRATIVE & THE VE&SC HANDBOOK. 0� 8. THE OWNERS OF THIS PROPERTY WILL BE REQUIRED TO ADD CURB ALONG THE EDGE OF THE DI-3C L=8 �, ` aogo� `�� S` ob �5 DECELERATION LANE PAVEMENT TO THE PROPERTY LINE IN TOP 706.00 6•oi0 �. 'j 5 \ NOTE: CONTRACTOR TO FUTURE WHEN A NEW ENTRANCE IS CONSTRUCTED INV. 702.55 6 O,� �C: RETRACE EXISTING DITCH TO AT THE ADJACENT PROPERTY (CONCRETE PLANT). �cSf�f° 6g ENSURE POSITIVE DRAINAGE �.. •... ''1 �•g`L� SUBJECT TO VDOT FIELD 5 - ° �� ��6 INSPECTOR'S DETERMINATION / 2 S� ° RIP -RAPS o �? c o ao APRON E�c�:. 25 Ro/ , TC.707X80 CV � � cep a 0 •... _ 1 ��2 667TC.708X00 xg ENTR N 03 To o�Je 8,. . � ........... .......... . • cos O O�o QPo CQ...... ...... i . DRIVE �THRU SIGN DI-1 OP 704.47 3. 1 . TAPER: ... .............. IN.V. IN 702.40 �S ' I. IN 2..30 ... . ° ...E........CC-2 xiST RSV INq y ........ 2 o APRON foP vEME�.T �. �o........ �, r ° .......... a .......................--�' VDT P A V �I '► /...... ............ \Cl ........ �c ........... ... ..................... �-�� .............0 �G �G ap . ...... ... .... . ......... .. _ . . �0 ....� . . �G�. . . . . .. �c�0 DITCH . .57 .............................. INV. 701.E TIE NEW ITCH INT EXISTI DITCH DI 1... p1 �o p ........ o o :���09 / BEGIN DITCH T P 706.50 c-I °� _ �� -lo ). "`�bc .1 V.702: �o �c. �° ° �c� ....c'. ry 2:1 SIDE SLOPE LEGEND o2 �c d = 1 , b = 3 PROPOSED TOP OF Nr' o c,°' CURB ELEVATION g °a 6 .. / FLARED END PROPOSED EDGE OF 6" CURB" o ° E ST. SECTION PAVEMENT ELEVATION �5 �G' 92 ao 'i E EVATION Nr \ �G INV.701.90 �Q� �a PROPOSED FINISH GROUND c�' ❑ ��' SURFACE ELEVATION G �" SPEAKER PROPOSED °:� �O TC.7 4X80 ............. �oN� ��p6�a° TACO LIMIT OF GRADING ' �G- ME U ��° RESTq� LL \ \ DI-1 ' ... ...... � �° w� � RgNT � TOP 704.25 R/ `/E 9� C>c INV.(IN)702.18 1 PROPOSED PRIVATE �p °. p e��G� Rg7pHp� THRU �4 6p NV.(OUT)702.08 SEWAGE PUMP STA. 66 G ....'.......... C.706X95 �p6 �o FF`. 70 EXTENDED �cl a° �G �c �c�° . 7. DD l �c�p0 ° RES AU ANT SIGN \ O v6 0 s„' CONC SPEED ONTROL BUMP 4" HEIGHT, 2' WIDE PAVEMENT Graphic 5cal e 20 0 10 20 40 - ( IN FEET ) ° TOP 705.2 A TOP 707.5 l\c,� INV.(IN)702.32 5 TOP �•. CG_ INV.(OUT)702.22 INV.(IN)702.57 2 O o INV.(OUT)702.47 s a REV. 9/08/94, 9/13/94, 10/12/94, 11 /10/94, 11 /28/9 TACO BULL R.�SE4 UR,4NT TATrPa U _ TTTnnu rnUDA ATV A T r SITE GRADING PLAN GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA \ \ PROPOSED GRADE LEGEND Note: All storm pipe lengths shown are 70 \ W from Center of one structure to \ \ w WATER LINE —W W-_ the center of another. `� w Q WATER METER ® 700 FIRE PROTECTION NOTE: FIRE PROTECTION TO SANITARY SEWER PIPE S S BE PROVIDED BY PROPOSED HYDRANTS ON V ADJACENT PROPERTY. OWNER TO BOND SEWAGE MANHOLE COST OF INSTALLING HYDRANT UNTIL HYDRANT �] F��ST \ �/ 696 IS INSTALLED. AFIRE HYDRANT TO BE INSTALLED oy STORMWATER CULVERT ® ® AS SHOWN 3' FROM CURB IF HYDRANT ON O,�J ADJACENT PROPERTY IS NOT IN PLACE WITHIN ,p \ ' 7O DA .� 00 STORMWATER CURB INLET ONE YEAR. STORM STR. 1 !� \ `V cam; s \ o G 0 I EXIST. WATER __EXIST. COUNTY S WATER ALE LINE orz. Vert: 1 " 4' DTOP 706.08, EXIST. WATER METER TO REMA \' p\ \ 0+00 0+20 0+40 1N SERVICE. CONTRACTOR TO C' INV. 702.55 RAISE TOP AND REPLACE LID WIT 1' METER & F� � \ � \ WATER LATERAL PROFILE HEAVY DUTY NEENAH R-1897 \ COUNTY TO WATER ' ` WATER FRAME &COVER LATERAL TO BE T � S� BY FREDERICK CO U LATERAL WI MINI -MUM-_ C FROSTPROOF YARD HYDRANT SET SAIATION AU OR AT BACK OF URB p �4 36" COVE RO X �S ` / ENTRANCE SIGN6 °) /2 T N P E FLARED �� 6, 1 JgVE TION EXIST WATER SERVICE—,_AF A W STD.-1,INV.701.83 W w \� ` °o 8" 3 LATERAL TO REMAIN F 12" WATER LINE FCSA LOCATION UNKNOWN ®0 eP° DRIVE THRU SIGN _ W 20g, 3� W W ��N rsry PE STORM STR.#2 W W 'bI�1, TOP 704.47 S eq k p2g RC'io If op —t I N V.(i 4702. 40 FF F/� ° c ///�op _ T)792`30 OF1,4/ �F cRgO �p/�°F — w h'FFTOoNC J TWIN PIPE FLARED C� END SECTION ° C TIO STD.ES-1,INV.701.7 CITY OF WINCHESTER L LO �s YD (FT 4 WATER LINE _ POLE TO BE STO M STIR. #6 & REQUIR ) RELOCATED TToP 06.50 �' Q �l FLARED END SECTION INV.7 2.64 A� STD.ES-1 INV.701.90 NOTES: .:e N I O O h® 1. SANITARY SEWER LATERAL SHALL BE 200 GAL PVC SDR-35 OR APPROVED EQUAL AND G EASE TR P, n� Q SHALL BE CONSTRUCTED IN ACCORDANCE OPEN GRADED #5 S CO WITH FREDERICK COUNTY STANDARDS. O 7r SPEAKER 3 STORM STIR#3 2. WATER LATERAL SHALL BE 1" COPPER PROP ` Z OSED DI-1 (DETENTION CHOKE) TUBING TYPE K AND SHALL BE INSTALLED `b C7 O Tq �� TOP 704.25 IN ACCORDANCE WITH FREDERICK COUNTY '� ➢ c� O TACO BELL INV.(IN)702.18 STANDARDS. MENU OBSER ATION �, cn ®� �/ �AURgNT ® INV.(OUT)702.08 3. BURGERBUSTERS, INC. TO GRANT EASEMENT ' WEL C �P� / DR/ � TO PAUL MULDOWNEY ET ALS FOR EXISTING PROPOSED PRIVATE oq BLDG. M7� E THRU ��° WATER LATERIAL CROSSING. SEWAGE PUMP STA. ' m �� HO—EXTENDE 707 00 D o� o Q�' SUGGESTED RO o SqN RESTAURANT SIGN �'�- Q GA -- METAL CAP WITH LOCK SAN —SAN D S VICE P / UNDERGROUND C.O. �OQ STORM STR.#4 O STORM STR.#5 MH-1 14 00 GEO XTILE FABRIC MH-1, TOP 707.5 UE Gq D TOP 705.2 o INV.(IN)702.57 �-�� G INV.(IN)702.32 T F V V 0 V 0 00 V V 0 0 o INV.(OUT)702.47 UE AS�� INV.(OUT)702.2 V V V V V V O V V V V FCSA CONSTRUCTION NOTES: , „ U `O(�f V o V o 0 0 V 0 0 0 0 4" PERFORATED 148 — 18 ADS Noy-12 _ E U N OR O OBSERVATION WELL• Water and sewer lines are to be constructed in accordance with these HDPE PIPE C� 0.1 % ELEC V V V V V V O V V (PVC) plans. The lines shall additionally meet all requirements of the Frederick TRL & �� I 1 V V V V V V V V County Sanitation Authority. C TEL,Ep N N0, 11` 1 °�c�7° 0 8P 1��� 15 O, p V V V p O p V FO T PLATE 2� The contractor shall coordinate with, and arrange for inspection by, the Authority. O E SER�CE o GkAbt V V V V V V O 1j�Tp 3. The Sanitation Authority shall install all water and sewer services that connect to existing V V V V O V V V lines. The location of the tap and the termination point of the lateral are to be coordinated V V V V V p V V V V by the Authority s Assistant engineer. 4. The Sanitation Authority sholl tap all existing water lines. They will furnish the materials OBSERVATION WELL DETAIL for and make the tap. The contractor must make an application for and pay the cost of /'►� CO BEZ-1i RESEM UR4 7r/7r�(NOT TO SCALE) this work. 1 � l/��//1 5. The contractor shall tie—in a new line to an existing manhole by core drilling manhole. Graphic 5cal e 6. The Sanitation Authority maintenance department is responsible for the installation of SITE UTILITY PLAN 20 0 10 20 40 water meters. Before a permanent meter is set, they require: 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be ; • set to the final grade of the lot; 3) the distance between the top of the cover and G A I N E S B 0 R 0 MAGISTERIAL DISTRICT ;: .._..... _..;. r ., the yoke bar be between 18 and 21 inches; and 4) all components of the meter box () assembly to be in proper working order. It is the developer's/contractor's responsibility FREDERICK COUNTY, VI R G I N I A IN FEET to have the meter box assembly installed correctly. ,� �A Bsto�AL REV. 9/08/94, 9/13/94, 10/12/94, 11 /10/94, 11 /28/94 INCRAM - TUDOR & COMPANY, P.L. C. CHECKED BY: rwlw 'S 5roCLj", and I-" ICI (DRAWN BY: GCT SCALE: 1 " = 20' DATE: JOB NUMBER SWEET August 12, 1994 21655 C — 5 WATER AND SEWER LATERALS 710 1. ALL CONSTRUCTION AND MATERIALS USED FOR WATER AND SEWER LATERALS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. 2. PRESSURE AND LEAKAGE TESTS ON LATERALS SHALL BE PERFORMED IN ACCORDANCE WITH FREDERICK COUNTY REQUIREMENTS. STORM SEWER - 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL BE TO VDOT STANDARDS AND IN ACCORDANCE WITH FREDERICK COUNTY REQUIREMENTS. 2. ALL HDPE STORM SEWER PIPE SHALL BE HIGH DENSITY POLY- ETHYLENE PIPE WITH SMOOTH WALL INTERIOR SUCH AS ADVANCE DRAINAGE SYSTEMS "N-12" PIPE, CAPABLE OF MEETING AASHTO H2O LIVE LOAD STANDARDS NTH MANUFACTURER'S BEDDING REQUIREMENTS. OTHER EQUAL PIPES WILL BE ACCEPTED SUBJECT TO OWNER AND ENGINEER'S APPROVAL. 705 3. ALL STORM PIPE SHALL BE BACKFILLED WITH CRUSHER RUN STONE. VDOT 21-8. 4. ALL MANHOLE INVERTS SHALL BE SHAPED IN ACCORDANCE WITH VDOT STANDARDS. co N O t\ z DATUM ELEV 700.00 I O W of F 0 � d U W OO O Z Z N AREAON N �w PETEN STOR ° �^N �oa BACKFIELLD PR OSED GRADE ~ �o �TOBE w WTH° CRUSFIED STONE 4 � o GEOTEXIILE FABRIC XI DS,420 4.0 Oz t vvvvvvvvvvvvv vvvvvvvvvv1717 � REtN-GRADED' 5, STON17 v v v �v v ,v v v-18 -AD 1�r DRE-P PE-0- �5"- ADS vvvvvovovovvvvvvvovvoov 1/0- HDP 1 > PIPE > 0 =-4-8— PEIZFORAT€$�fiR tfO-ATE — — SCALE: -- - --—� �—— POLYETHYLENE PIPE ® 0.1 �► NON Do CN N HORIZ.: 1 =20 co N N VERT.: 1 "=2' �� >; o .- 0 0 Z z z z -- > > > -- zz z O to M i 0+ 00 71" 70E DATUM ELEP 700.00 0+00 1+00 1 +00 2+00 ADDITIONAL NOTES: GENERAL — 1. ALL UTILITY CONSTRUCTION SHALL BE COORDINATED WITH THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT AND THE COUNTY SEWER AUTHORITY WATER SYSTEM — SERVICE CALCULATIONS FIXTURE FIXTURE VALUE NO. OF FIXTURE VALUE GPM 35 PSI FIXTURES (PEAK) LAVATORY 4 2 8 3.9 1/2- CONNECTION SERVICE SINKS 3 5 15 7.3 1/2' CONNECTION URINAL -WALL FLUSH 12 1 12 5.8 VALVE WATER CLOSET 3 2 6 2.9 TANK TYPE HOSE CONNECTION 6 2 12 5.8 DO 1/2-CONNECTION 17 103 50 PEAK DEMAND AT 35 PSI - 50 GPM TOTAL DEMAND O STATIC PRESSURE - PEAK DEMAND X PRESSURE FACTOR jler4go"TIR / D S� GUY C. It R 0. �- 0i;,5 41 �7 (I� #. '�s,$j021>L i�01 3+00 TACO BL RESTAURANTAEL PROFILES & ADDITIONAL NOTES GAINESBORO DISTRICT, FREDERICK COUNTY, VIRGINIA REV. 9/11 /94. 10/12/94. 11 /28/94 1/2" DIA.X 8" BARREL BOLT LOCK - 1"X 18 GA METAL DECK (ONE GATE) 3"X 4"X 1/4" METAL ANGLE FRAME 4 SIDES EA. GATE 2 PAIR MCKINNEY T483781 HINGES EA. GATE METAL SCREED STUCCO ON METAL LATH 8"X8"X16"CONC. BLOCK WALL 3/8' DIA BAR 8"X2' %///%% %% 1/2" DIA, X 12" WELDED TO STEEL CANE BOLT TUBE O 16" C.C. %%%%%%%///%% ONE GATE 5"X 5" X1/4" STEEL TUBE W/ 5"X 5"X 114" CAP PLATE EMBEDED 12 INTO FOOTING JAMB DETAIL DOUBLE WIDE ENCLO. TO HAVE 4—GATES #5 BARS VERT O 32" O.0 18 GA. CLEANED, PRIMED do PAINTED METAL GATE. (BOX RIB) 20. PAINT INSIDE TO MATCH BLDG. —EPDXY PAINT ]j. .. 6' 5'X 5"X 1/4' STEEL TUBE EMBEDED 12' INTO FOOTINGS 1.5' /tr �1,4' W.W.M.THICK CONC SLAB W/ BXBASE W.ON B' CRUSHER RUN BASE & 12' WIDE FTG. AROUND PERIMETER OF SLAB WALL FTG. BEYOND (SEE SECTION "A") 24" HEAV IRON FRAI+ WITH "GAS GASKET 8'— 2" • t } f .1 24" 12" PROVIDE 1' DIA — 6' LONG SOLID GROUT ALL CELLS PIPE EMBEDED IN CONCRETE 4' 2 — #5 BARS „ FOR CANEBOLT �4' 9 —8 20' 10' 12'X 18" FOOTING 8'X B'X 16" C.M.U. _T COLUMN s� s" THICK P.C.C. SLA� 8' C F. +- 8" DIA. 5'x b'x 1/4' STEEL » W 6"X s"-10 10 ��D POSTS TUBE EMBEDDED INTO a 0 15 — 6 / / FOOTING 12'. ATTACH IW.W.M. ON E "GRAVEL OO��� METALDGATES TO BOTHBAS°o 18' GA. PAINTED METAL _ B' THK P.C.C. SLAB W/ t)1 QS 20.0' 8'X 8" — W1.4 X W1.4 GATE (BOX RIB OR ` rA� 0.5' W.W.M. GN 6' AM BASE EXPANDED METAL \ 3.0'_. 35' SECTION B—B PLAN VIEW A 5'X 5"l( 1�+• STD 4r P831�MdCiNNEY TUBE W/5 X 5"X 1/4' SOLID GROUT VOIDS CAP PLATE EMBEDDED INTO FOOTING f5 BARS O 32" O.C. 3'X 4'X 1/4-METAL ANGLE FRAME 4 SIDES EA. GATE PROJECT STUCCO do STRIKE NOTE: STUCCO MAY BE OMITTED IF C.M.U. IS SPLIT FACE BLOCK, SLUMP STONE BLOCK, OR FLUTED BLOCK. NOTE FOOTINGS SHALL EXTEND 18' MINIMUM BELOW ADJACENT 0.5' 8"X 8"X 16"CONC. BLOCK WALL W/DUR—O—WALL REIN. 'SYSTEM EVERY SECOND COURSE. PAINT TO MATCH BUILDING. 8' CACONC. FINISH GRADE/SURFACE I DR BELOW FROSTDEPTHS BARS CONT. PER LOCAL CODES SEE SOILS REPORT FOR [_�_�79TCP & BOTTOM ADD. INFO. 11-4" F SECTION A -A TRASH ENCLOSURE DETAILS NOT TO SCALE ET AND OUTLET ITTINGS 1000 GAL. EXTERIOR GREASE TRAP (NOT TO SCALE) rLUn 15" ADS PIPE DI #4 5' I.D. a DLO A. DETENTION "CHOKE" STORM DI #3 PLAN VIEW (NOT TO SCALE) 1'-4'X 2'-8' CONC.- FIG. SEE SEC"B—B' FOR ADDIT. INFO. EXTEND PIPE 6' MIN INSIDE OF MANHOLE TO SEAL AGAINST ORIFICE PLATE 15" ADS HDPE GROUT GUIDES IN PLACE WITH NON —SHRINK GROUT. 1/4' ALUMINUM ORIFICE PLA BEV7L BOTTOM TO SEAT. ROUND ALL OTHER EDGES. —j 44, 3/8' DIA BAR 8' WELDED TO STEE TUBE O 16" O.C. 11 1-1/2-X 1-1/2"X 3/16' METAL ANGLE DIAGONAL BRACE •8"X 8'X 16' C.M.U. COLUMN W/ SOLID GROUTED CELLS 2-05 BARS CONTINUOUS THROUGH COLUMN AND INTO FOOTINGS 0 1♦ JAMB DET. DOUBLE ENCLOSURE 3/8" 1/4" PLATE TE 7 / " 3/8 � � 2, " R1 0.5' (6.0") DIA. ORIFICE 18" MIN GUIDE EXTRUDED ALUMINUM GUIDES, NEENAH I FOUNDRY COMPANY R-7501 SERIES OR EQUAL 8' 4" SQ PIE 3/4" CHAMFER 12' ALL EXPOS Ct I 1 P I 1-3/4' DIA. TS 10 X Finish Grade 40 — #8 EQUALLY 3" MIN. cuvtK #4 O 12" O.C. VERT. TYPICAL EACH FACE # 4 STIRUPS ® 12" O.C. HORZ. 8'LONGX2'WIDE 2500 PSF MIN. SOIL BEARING CAPACITY REQUIRED. CONTRACTOR TACO BELL. SIGN SING C„IC; � �'F ELEVATION VIEW 18" SQ.X 1-1/2" THICK YPICAL BASE PLATE WELDED TO INC. EDGES POST. DRILL PLATE FOR 4-1 3/4" ANCHOR BOLTS), CONC. SIGN BASE�j T 7" MIN. 4 — #7 BARS EACH SIDE #4 STIRRUP O 12" O.C. OF PIER, FULL EMBEDMENT PLAN — SIGN BASE A CUT OR GRIND CORNERS OF BASE A �— PLATE FLUSH WITH 1-3/4" DIA. IPIER. TS 10" X 10" X 3/8" rPLATEE 3/8" FILLET WELD ALL AROUND PLAN — BA NOTE: THE SIGN, GREASE TRAP & TRASH ENCLOSURE DETAILS ARE COPIED FROM DETAILS PROVIDED BY THE DEVELOPER FOR USE ONLY FOR THIS TACO BELL SITE PLAN. THESE DETAILS ARE COPYRIGHTED (1989) BY TACO BELL AND MAY NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF TACO BELL. TACO BELL SIGN BASE DETAILS GROUT UNDER BASE PLATE WITH NON —SHRINK GROUT ,-AFTER SIGN HAS BEEN SET do LEVELED 1-3/4' DIA. ANCHOR BOLT BADE 4 REWD. 68' MIN EMBEDMENT, PROJECTION, VA7 H C MIN HOOD LEVELING NUTS TACO BELL RESEN UR,4NT REV. 8/16/94 9/14 DETAILS FREDERICK COUNTY, VIRGINIA A� d Q o O d e a . • : 1° EXIS '-85'GRAVEL ENTIP11 - - . " Ck 5� NOTE: PROPERTY OWNER WILL BE REQUIRED TO INSTALL CURB ALONG PAVEMENT EDGE OF DECELERATION LANE TO PROPERTY LINE IN THE FUTURE WHEN A NEW ENTRANCE ,A +�sr IS CONSTRUCTED FOR THE CONC. BLOCK PLANT (PAUL D. MULDOWNEY, ET ALS). OR F ' F� ti6 �o \ PAUL D. MLDOWNEY, ET AL a ZO ED: M-1 00 ® ` s 6 / USE: MANUFACTURING o ? ►''�z �F� \� 181.64' S 32'09 05 W �< 69 �� 2 C 04 x l \ ` . ce 9cN _ 66 01 8- o ��°��° QjO RIVE THRU SIGN — 1 \ 3:1 TAPER O Ck o� N UK t- EXXON CORPORATION DB. 105, PG 277 ZONING: B-2 USE: SERVICE STATION k = w � WZ L D.I. �l U 1/l/w Uh Ea' TRAFFIC Lu SIGNAL bi POLE 0 $1 o°� NOTE: CONTRALTO TO N OR F REGRADE EXISTIN DITCH O' �02 U' PAUL D. MULDOWNEY, ET AL _� \o 00 TO ENSURE POST VE DRAINAGE 9 ZONED: M-1 - -�- SUBJECT TO VD T FIELD USE: MANUFACTURING -_ -- INSPECTOR'S rRMINATION Z / DITCH LINE IS W - - SPEAKER PROP OBSCURED (� o TACO BE L 0 PROPOSED PRIVATE 0 SEWAGE PUMP STA.' �- I BAG• M RDHD_EX1FNpED 9 — �_- � Apo Q RES AU ANT SIGN N 32' '00" E 103.00' / N 21-4 '00" W bi 2 WAY VEHICULAR ACCE�§ 200.20'~ TO ADJACENT PROPERTp AS REQUIRED BY ZONIN PROFFER Graphic 5cal e 30 0 15 30 60 ( IN FEET ) 470il-TH 0; Oo GUY C. TUDOR c� NO. 015801 N OR F FIRST VIRGINIA BANK ZONED: B-2 USE: COMMERCIAL TACO BELL RESTAURANT GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY,VIRGINIA OFF -SITE GRADES AND LOCATION PLAN KIST. SIGN 0 N O EXIST. CONC. o ENDWALL o INV. 700.0 a U � OD j J 4r U �p2 4 GENERAL EROSION & SEDIMENT CONTROL NOTES ° a . �6� LEGEND 1. Unless otherwise indicated, all vegetative and structural erosion & sediment control practices will be constructed an maintained according to minimum standards and specifications of the VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST ° . ° ' d, g \ INLET PROTECTION EDITION), Virginia Department of Transportation, and Frederick County Standards. 2. All silt fencing must be placed prior to any land disturbing activity. All other a SILT FENCE Q erosion control practices must be constructed in conjunction with construction a a\ 0 of the stormwater conveyance system to minimize potential erosion hazards. a d ° d�`L \ �\ OUTLET PROTECTION 3. The contractor is responsible for having a copy of this Erosion & Sediment Control Plan and the Erosion & Sediment Control Narrative on the Site during Construction. ° v' �p \ TOPSOILING p The Erosion & Sediment Control Narrative is considered part of this plan. A 4. The contractor is responsible for installation of any additional erosion y T PERMANENT control measures necessary to prevent erosion sedimentation as determined \ \ �p� 26 \ SEEDING by the Erosion & Sediment Control Inspector. �J O 5. The contractor shall inspect all erosion control measures periodically and after 0� � � \ �. 1O \ RIPRAIP each runoff —producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. TOP 6.0 Q� S0, �� �5 �2 \ CONSTRUCTION TOP 702.5 \ INV. 702.55 ��� ENTRANCE CE e 1P TO SF TO F ti2 S�_cf RIPAP o SF—\`�.S APRON 25 ROO N X \ n o ENTRANC I� �y � 661 IP g�E .. ................. \ 'I 00 \ O QPo ........... .............. .DRIVE THRU SIGN ..... DI-1 OP 704.47 'f F \ 'I �.... 3:1 TAPER D...............k� N)'.D2..3..... LL:R .. ......... .... VE. I�VA Y.... :. APRON _� EwST co F : pA VEME�.� ..`.� ............ ... N T SF ® .... .... ... �..... .. ............ �............ °® 1 O. DITCH INV. 701.6 ..... .. ..Sl........................... o OP Dt 1... IP ... ........... ° & .. .........�... ° T P 706.50 0 '• I V.702 BEGIN DITCH °- a' ...... e. c� ' D SECTION ...... ...... FLARED EN �\ SF INV.701.90 o \ \ 'S �„ SPEAKER TO PROPOSED R ............. oN�: TACO �( '� CO BED RESTAURANTTOP1704.25 Q W/ DR/ �E IP INV.(IN)702.18 PROPOSED PRIVATE LDG. THRU ® NV.(OUT)702.08 SEWAGE PUMP STA. :.:�:.... FF. �OHD�EXTEIVD ......... �07.00 EXTENDED S / / RES AURANT SIGN JIM �.ow / SF D MH-1 TOP 705.2 SPEED ONTROL BUMP TOP 707.5 Q °� ' INV.(O )702.3.22 �QdLTB " 4 HEIGHT, 2 WIDE PAVEMENT INV.(IN)702.57 INV.(OUT)702.47 NOTE: THIS DRAWING IS FOR EROSION & SEDIMENT CONTROL PURPOSES ONLY SF ® OR ;a ...s v9 NO © ��8rox�L REV. 9/08/94, 9/13/94, 10/12/94, 11 /10/94, 11 /28/94 T.Z4 CO .BULL RES 24 UR,4A[77 INCRAM — TUDOR & COMPANY P.L. C. CHECKED BY: DRAWN BY: GCT EROSION CONTROL PLAN �� SCALE: 1" = 20' GAINESBORO MAGISTERIAL DISTRICT DATE: JOB NUMBER SHEET FREDERICK COUNTY, VIRGINIA August 5, 1994 21655 EC — 1 Dr, i 994 IPM. of Wo IDEVECYNAENT i) c Q )77 -p--`UAP k, j-, a_ a{ STA Y - .� r 7 TION a FORCE COVER SHEET PUMP STATION PLAN FORCE MAIN PLAN STA. 0+00 TO 8+25 FORCE MAIN PLAN STA. 6+25 To 12+ 18.43 FORCE MAIN PROFILE STA. 0+00 TO 5+50 FORCE MAIN PROFILE STA. 5+50 TO 10+00 FORCE NIN PE'TAILS STA. 10+00 TO 1218.41 r • P 859 it k l o� _ '7O 70. r. INTER fill ' ''� °` • �,�o r� MAR TIMBURa PISS 37 4r4o� . ;.. r l CCSX r(S tul n t ro r $te '' O 7� bl •. ,cb _�(��iju(�///\���, '�,(°' 2�/. �,*�•� `�/ SCALE: � 1 ".= 2000' / e O ///J.\\��a.0 /.� per,,` :�/'. �;•- '.!�,� �,7 r ���j r` .. ! .a:( x•s_«- �. Ji. _ • t�l� J / "/ FREDERICK COUNTY, VIROXIA P P-2 p - ¢3 BURCERBUSTERS P _ 6 355 West Rio Road, Suite 204 p _ � Charlottesville, Uirginia 2290> (804) 973-1481 ReVISG O I c Lzgg- Lee Carmn, MIX CRC; ON Coleman —Garvin Realty P.O. Drawer 53905 Fayetteville, rVC 28305 (910) 484-9999 )�" &0a/rd 17 INC.RAM - T UDO.R & COMPANY; P.L.C. rnglnccr5, 5uwmg5i, aid laid Plawr5 Route 2, Box 204 Mount Crawford, Virginia 22841 (703) 828-2778 703 828 2083 e,p� T ®F fax ( ) - Go C. DOR FRE DE'RICK COUNTY.. N0. 15801 0 t �88101f L FACTORY -BUILT DUPLEX ACCESS COVER W/ PADLOCK TAB 2" DIA. ---- VENT PIPE I 4.0' DIA. PRECAST MANHOLE CONFORMING TO ASTM C478 & CONC. CONFORMING TO ASTM C150 ' JOINTS SHALL BE ASTM C361 0-RING PIPE SECURED BY _/ LOCK JOINT FLEXIBLE MANHOLE SLEEVE AS MANUFACTURED BY CHARDON RUBBER CO. --------------- PUMP STATION PLAN VIEW M FACTORY DUPLEX CONTROL PANNEL WITH ALARM LIGHT AND HORN - ADDITIONAL ALARM LIGHT TO BE INSTALLED IN RESTAURANT ALSO INCLUDED: PUMP SEQUENCE ® SELECTOR SWITCH & DRY CONTACT FOR FUTURE AUTO -DIALER 2" TO 2.5" EXPANSION CHECK VAL 2.5" Dia. DISCHARGE FORCE MAIN - 2.5 inch Dia. SDR-21 FLOW STATIC HEAD LOSS VELOCITY VEL. HEAD Other TDH (GPM) HEAD (ft.) (ft.) (ft.) (ft.) Losses (ft.) (ft.) 10 12.8 0.98 0.65 0.0066 0.0361 13.8161 20 12.8 3.52 1.31 0.0267 0.1466 16.4666 30 12.8 7.46 1.96 0.0597 0.3281 20.5881 40 12.8 12.71 2.61 0.1058 0.5818 26.0918 50 12.8 19.21 3.27 0.1660 0.9132 32.9232 60 12.8 29.92 3.92 0.2386 1.3124 44.0324 70 12.8 35.82 4.58 0.3257 1.7915 50.4115 80 12.8 45.29 5.23 0.4247 2.3360 60.4263 90 12.8 57.05 5.88 0.5369 2.9528 72.8028 100 12.8 69.34 6.54 0.6642 3.6529 85.7229 2' X 2' A L U M. 12 c ACCESS HATCH HALLIDAY A2424 W/ PADLOCK TAB 10C z 4.0' DIA. PRECAST � 6( CONC. MANHOLE o a VALVE =4C VAU LT l-- GATE ALVE 2C 0 SEWAGE PUMP STATION: TACO BELL RESTAURANT DESIGN FLOWS: Taco Bell Drive-Thru Restaurant: 96 seats X 180 gpd = 17,280 GPD MER URY FLOT AVERAGE FLOW = 17280 / 18 hrs / 60 min = 10.67 gpm PEAK FLOW = 26.67 gpm ( 18 hr DAY & 2.5 mutt.) PUMP STATION DATA: FORCE MAIN DISCHARGE ELEVA11ON - 705.6' PUMP STATION DISCHARGE ELEVATION 698.5' HIGH POINT OF FM = 711.3' STATIC HEAD 12.8' LENGTH OF FORCE MAIN = 1218.43' WET WELL INSIDE DIAMETER = 4.0' INVERT IN WET WELL - 701.25', BOTTOM OF WET WELL 697.5' LAG PUMP ON - 704.55', LEAD PUMP ON - 704.05' ALL PUMPS OFF 70D.25, HIGH WATER ALARM 705.5' SINGLE PUMP RUN TIME 5.16 MINUTES - 356.94 gallons 12" BARNES SGV 3 HP GRINDER PUMP rR- MOUNTED 3450 RPM (NOMINAL) W/ 4.5" IMPELLER THREE PHASE VOLTAGE U C. TU ON FACTORY -BUILT STAINLESS STEEL N 1580 GUIDE RAIL SYSTEM with BAF rA < PUMP STATION ELEVATION VIEW Performance Curve - BARNES SGV GRINDER PUMP Series: SGV GRINDER, 3 HP, 3450 RPM 4.0• IMP. 10 20 30 40 50 60 70 80 90 100 110 FLOW PER MINUTE U.S. GALLONS ,Co B/_A[ IT ILB / /PUMP STATION PLAN FREDERICK COUNTY, VIRGINIA NORF ABELL CORPORATION D.B. 581 /899 T.M. 43-19-17 N OP u0 , 0 2.5" DIA. PVC FORCE MAIN 5+00 PO 5+50 71 AT �--� : EDGE OF P � STA: 4+18.24- `STIN EASEMENT LINE NORF CENTURY GRAPHICS CORPORATION PARCEL E TAX MAP 43-19-36 PLAT at D.B. 709/70 BRICK k MORTAR AS REQUIRED (BOTH ENDS) 1' PVC DRAIN (LOWER END ONLY) VDOT NO.68 OR NO. 57 STONE 90' SING AS PER PLANS CARRIER PIPE 2'x1/4' GALV. STEEL STRAP OR 1' S.S. BAND NOTCHin SKIP TO PROTECT STRAP 4' LONG CREOSOTED SQUARE TIMBER SKIDS OF APPROPRIATE WIDTH. SO THAT BELL OR FLANGE DOES NOT REST ON CASING ENCASEMENT PIPE GALV. STEEL STRAPS OR S.S. STRAPS CARRIER PIPE CREOSOTED TIMBER SKID NOTE: SEE SPECIFICATION FOR REQUIRED THICKNESS. NOTE: FOR DUCTILE IRON PIPE. SOAP —BASED LUBRICANT MAY BE USED TO EASE SLIDING OF SKID. FOR PVC PIPE. FLAX SOAP OR DRILLING MUD SHOULD BE UTILIZED FOR LUBRICATION. ENCASEMENT CROSSING Graphic Scale 30 0 15 30 60 ( IN FEET } C3 � 714 4+00 T IPE + 90' 50'— 8" C SME, cn 0 1 � STA: 3+87 97 sz W + 0 0 STA: 3+50.74 D W/ THRUST BLOCK STA. 3+33.10 AUTOMATIC AIR RELEASE VALVE REQUIRED EASEMENT FOR SEWAGE FORCE I MAIN TO BE OWNED FREDERICK COUNTY SANITATION AUTHORITY N OR F PAUL D. MULDOWNEY ET ALS 45' BEND W/ THRUST BLOC D.B. 664/278 Tax Map: 43—A-51 0 3.42 Acres STA: 2+35.81 1�1 2.5" DIA. PVC FORCE MAIN o \ oo 1 STA: 1+35.95 PROPOSED PRIVATE SEWAGE PUMP STA. �XS 0+ 50 O 1+00 45' BEND W/ RUST BLOCK NORF PAUL D. MULDOWNEY ET AL D.B. 664/278 Tax Map: 43-2-8 0.92 Acres FREDERICK COUNTY SANITATION AUTHORITY CONSTRUCTION NOTES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. The Sanitation Authority shall install al water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 4. - The Contractor shall tie-in Force Main to existing manhole by core drilling the manhole. NOTE: FREDERICK COUNTY SANITATION AUTHORITY TO OWN FORCE MAIN FROM PUMP STATION VALVE VAULT TO EXISTING MANHOLE. TU OR 0.118 1n� l v� pROFESSIOti���. Me a N OR F / ANK OF FREDERICK COUNTY co D.B. 485/183 no Tax Map: 43-3—D T.9C0 BELL.yjRESURANT FORCE MAIN PLAN STA. 6+ 25 TO STA. 12+ 18.43 FREDERICK COUNTY, VIRGINIA REV. 10/12/94 lul- /UU.Itl INV. 702.81 STA: 10+57.18 - EOG STA: 12+18.43 —3 TIE FORCE PARCEL D MAIN INTO EXIST MANHOLE W/ DROP MANHOLE CONNECTION N OR F LENOIR CITY COMPANY OF VIRGINIA Graphic 5cale 30 0 15 30 60 IN FEET 2.5" DIA. PVC FORCE MAIN N OR F ABELL CORPORATION D.B. 581/899 Tax Map: 43-19-17 3> 7+50 708 B+ 50 9+ STA. 7+00 708 AUTOMATIC AIR 10+00 f RELEASE VALVE 10+50 REQUIRED MANHOLE FRAME & COVER FINISHED GRADE COMBINATION AIR RELEASE AND A IR /V ACUUM V ALVE as METAL BRACING MANHOLE CONE SECTION CURB STOP . . . SADDLE STONE FORCE MAIN BACKFILL' SEWER G STONE BEDDING, SEWAGE COMBINATION AIR RELEASE AND AIR/VACUUM VALVE DETAIL S-6 N OR F CENTURY GRAPHICS CORPORATION Tax Map: 46-19-36 D.B. 709/70 Zti GJ y C. DOR o. 5 OFESSION�vw� RESTAURANT TACO BELL FORCE MAIN PLAN STA. 6+25 TO STA. 12+18.43 FREDERICK COUNTY, VIRGINIA REV. 10/12/94 19 994 DEPT, OF AND 720 710 DATUM ELEV 695.00 C C r Lu f I ! Q� I c U > w I � IC Q w b O Q I N Im 0 w M Im + �� J U (n d Q c H J O + a w I STA: 3+33.10 ELEV: 711.19 I �I� 0.00' QI �� � U) PROPERTYI LINE �' I I 4.5' MIN. DEP H �RpVNp G J1 STEEL CASING I I PIP STA: 2+35.81 ELEV: 710.14 -- I 2 5„ J I � STA: 1+35.95 E EV: 707.33—`-- I ( STA: 4+2 103 E EV: 707A2 I SCALE: I I STA: 5+50 ELEV: 706 17 HORIZ.: 1' = 30' i I VERT.: 1 3' I I I I I I I I ( I > N to co co co M r` Oi O r N ? r- f I r` n h I� I� h � 0+00 1 +00 NOTES: 2+00 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO FREDERICK COUNTY SEWER AUTHORITY STANDARDS. 2. FORCE MAIN SHALL BE PVC SDR 21 AND SHALL HAVE INTEGRAL BELL AND SPIGOT JOINTS. 3. FORCE MAIN SHALL BE MARKED WITH LOCATOR PEGS (POLYETHYLENE SHELL) AS MANUFACTURED BY COMMUNICATIONS TECHNOLOGY 1(800) 533-1845. THE PEGS SHALL BE GREEN IN COLOR AND SHALL RESPOND TO A FREQUENCY OF 122.5 KHZ THE LOCATOR PEGS SHALL BE ATTACHED DIRECTLY TO THE PIPE, AT 100 FT INTERVALS, AT EACH BEND AND AT SUCH LOCATIONS DETERMINED BY THE ENGINEER. 4. FITTINGS USED IN THE SEWER FORCE MAIN SHALL CONFORM TO ASTM D 3034 AND MEET ASTM D-3139. 5. SEWAGE AIR RELEASE VALVE SHALL HAVE CAST IRON BODIES WITH STAINLESS STEEL FLOATS. OTHER INTERNAL PARTS WILL BE EITHER STAINLESS STEEL OR BRONZE. VALVES SHALL BE VAL-MATIC MODEL VM-801 BWA OR APPROVED EQUAL. 3+00 r C. TUDOR 0. 58 14-, ' iFOP��ff SIO�A�'����� 4+00 5+00 TACO BELL RESTAURANT FORCE MAIN PROFILE STA. 0+00 TO STA. 5+50 FREDERICK COUNTY, VIRGINIA e vfji D E r,' 1994 RECEIVED ®EIS, 9P PV,'114 ,14G ciy/ > AND bEVEOPMENT �J 720 710 700 DATUM ELEV 695.00 6+00 7+00 8+00 9+00 10+00 TACO BELL REYTA URANT FORCE MAIN PROFILE STA. 5+ 50 TO STA. 10+ 00 FREDERICK. COUNTY, VIRGINIA ��AL 0 � ti f O C. TUDOR 9 INGRAM - TUDOR & COMPANY, P.L.C. CHECKED ' o. 1580 DRAWN BY: GCT SCALE: AS SHOWN DATE: JOB NUMBER SHEET OFES ;ONP���v September 2, 1994 21655 P — 6 O) �w aQ - U > � w d � d � w � W d � EXISTING GROUND STA: 8+50 LEV: 706.7i 36' MINIMUM C VER S R-21 PVC FORCE MAIN I --- STA: 7+00 ELEV: 707.15 STA: 5 50 ELEV: 706.17 STA: 10+00 ELEV: 706.27 SCALE: HORIZ.: 1' = 30' VERT.: 1' = 3' to to toO� to O O O � O O ® O o 720 710 700 DATUM ELEV 695.00 co Ci - W J Z Q :57- Z Cn 1— Cn X EXISTING GROUND 2.5" DIA. SDR-21 PVC FORCE MAIN 1- -j W X OF- W Q O STA: 10+00 ELEV: 706.27 � Z Z 0O 0 W 0 W J W O Z U = (n O p Q SCALE: HORIZ.: 1' = 30' VERT.:. 1' = 3' STA: 12+ 8.43 ELEV: 705.63 N 00 14- 14' of O o0 O 06 06 n 0 10+00 11 +00 12+00 6" BEDDING OF .68 STONE DROP CONSTRUCTION ANDARD MANHOLE 1 '-6" MAX. A )0 D i D 11 QC --DROP MANHOLE WYE -- DROP FITTINGS & PIPE (SAME SIZE AS INCOMING SEWER) .-6 . ' MIN. CONCRETE COVER ALL AROUND DROP CONSTRUCTION m ct � o o co m U _ N- . N C7' '� V •V' CD O O O) O O C) a) O O Q M - m - m - p co rn o tV N N Cl) U M M_ rn o cn o � N N M co C U) m rn rn m o 0 o c•� I o 0 0 - - - O O M cD O) O M N N tT M tD fD O m U _ _ o O O .- N N r O O M O O O M m _ _ _ - N o 0 0 N � rn o co r•� co cn - - - 0 0 - - o rn o m o o U _ o O O Q Q - - "t - � '- m o rn rn rn o o cn r 0 0 0 0 _ T cD a� rn m o - o c, Q _ as U c� rn ch o o rn co w r r N N Cl) Cl) t7 3 m rn rn rn o 0 o C" U o 0 0 a Q o co Z. rn o c� co N N GV a ¢ co m o cq v ca co n DROP MANHOLE CONSTRUCTION DETAIL S-2 CONCRETE DIMENSIONS FOR HORIZONTAL- THRUST BLOCKS W-3 V/fDOR No. 580 ��PROFESSIO 0.`��v 6" MIN' y{ •A' 'A' (typ) " mint CROSS WITH PLUG DEAD END TEE 3RADE ` TRENCHr6• MINA MACHINE EXCAVATION LIMIT 6"mini NOTE: 1. In lieu of wood forming w the fitting may be wrapped with a polgethelene, and the concrete A' D" A- poured to completely surround = �' ..B" •:� - the fitting and against undisturbed k - soil. The bearing dimensions against undisturbed soil shall C remain identical as shown. TRENCH BOTTOM * denotes Hand Excavation UNDISTURBED EARTH "D" = 12••min for 10" Smaller Pipe TYPICAL SECTION "D" = 18-min for 12" to 18" Pipe SEE W-3 for A, B, C, DIMENSIONS "A" _-- "A" 6" MIN* *6"GRADE _- min trench 3" LATERAL `8-15 bars equally spaced as shown UNDISTURBED EARTH PLAN SECTION REDUCER HORIZONTAL THRUST BLOCK DETAIL W-2 TACO BELLRES74 UR4 V7 FORCE MAIN PROFILE STA. 10+00 TO STA. 12+18.43 FREDERICK COUNTY, VIRGINIA I A� ®C1r ti Dr 0 �994 �s N 41y� �DAr 4 '�G SHEET LIST COVER ,SHEET SITE & 10IMENSI0NAL PLAN LIGHTING AN.D LAMS'CAPING PLAN SITE CAMING PLAN SITE UTILITY PLAN UTILITY PROFILE'S DETAILS OFF -SITE GRADE'S & INFORMATION EROSION CONTROL PLAN o / pO. J � `` �� /(\ / O �-C` '1� 6�� •: _ Via. -_ Ll•.�• 859 70 BM ;THE SIT_ E 0 INTERC oP1U€ 8 • '6� fir((�' MARTINSBURG PIKE �/` \ `' 0 "aci7 _1. ° op i �i no �. •i .i � � �/ ".I B-1� 1 � 1, i, . � .BM O'er. oO •� ..\.. // . / .GV�1\/ I` f SCALE: I " = 2000' JJ�) /l..\\ a, ! _owi-`r�'bcn... � � �"�+`�'�''-`�wi. _ + • • • e� / i / l � r rr t '\�i� L-1 = � L�`.rc� t C - VICINITY MAP FREDERIff COUNTY, VIRCIAIM C-> c c = 4 BURCERBUSTERS C - 5 355 West Rio Road, Suite 204 C - 6 c7 Charlottesville, Virginia 2,290> - C - 8 (804) 973-1481 REVISED 11 /28/94 j +d Lee Garvin CCIff, CRE, ORI Coleman —0,arvin Realty P.O. Drawer 53905 Fayetteville, NC 28305 (910) 484-9999 �nqwmcm, %WW.5,, ad L plamff5 Route 2, Box 204 Mount Crawford, Virginia 22841 (703) 828-2778 TH A fax (703) 040 U'83 CO G C: UDOR F E'I�E'RIC� COUNTY N0, Wq1q 141 0 g8r0 L �b A roved the Zoning Ad inistrator �p y � 0 G u d 4 GENERAL NOTES: ° a \ N OR F 1. SITE OWNER: BURGERBUSTERS INC. v P`f a ° .. WINCHESTER NORTH, INC. c/o MR. LEE GARVIN p d i� a .�\ DB. 585/ PG. 769 DIMENSION NOTES: c/oCOLMR. I FF VIN REALTY HONE - (910)484-9999 p �,y \ � USE: MOTEL PARKING LOT ao p c ZONING: B-2 1. BOUNDARY SURVEY PROVIDED P.O. DRAWER 58006 ° A �y G� d � a C� ° d BY GILBERT W. CLIFFORD Bc ASSO., INC., FAYETTEVILLE, NC 28305 P0, FEB. 7, 1994 2. SITE DATA.- a p• -o `!� \ 2. ALL CURB AND GUTTER DIMENSIONS ZONING - GENERAL BUSINESS DISTRICT B 2, BUILDING AREA: 2587.48 ° �lyo �yy °� ARE TO THE BACK OF CURB (BNSI SETBACKS REQ'D: FRONT - 35, REAR - 0', SIDE - 0' a 92 ° ° \ UNLESS OTHERWISE NOTED. BLDG. HEIGHT = 16'- 10.5", LANDSCAPE AREA: 9,344 SQ.FT. (25.5% - MIN.15%REQ'D) Q \ %`\ PARKING SPACES PROVIDED - 44 (1.4 X 2587.48 SQ.FT./100 = 36 REQ D) AREA OF CONSTRUCTION DISTURBANCE - 1 ACRE 0 ° . `lam LOT AREA: 0.8400 Acres, FAR (BLDG TO LOT RATIO):0.0707 (1.0 MAX) ° J � \ v 3. PRIOR TO COMMENCEMENT OF EXCAVATION, IT SHALL BE THE CONTRACTOR'S ' +SST N OR F RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES WHICH MAY HAVE AFFECTED \ ��O Foo EXXON CORPORATION N or F UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" AT `, EXIST. PAVEMENT DB. 405/ PG. 277 TELEPHONE NO. 1-800-552-7001 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. \ \ O CURRENT USE. SERVICE STATION PAUL D. MULDOWNEY, ET AL 12.0 \ ZONING: B-2 THE CONTRACTOR SHALL VERIFY THE LOCATION AND OF UNDERGROUND UTILITY STRUCTURES. EXIST 250. ZONED: M1 i ND PO E �\ � C/N TO 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE c S \ AO "'D RO ` USE: MANUFACTURING LOCATION AND DEPTH OF ALL UTILITIES. O S (� 5.00' 181.64' /S 32009'05" W 32.94 11/�l 73.57' '9 GC- Fes- \_ 15.03' 24.23' �� \ 'p 00 0 74 7-5.\\ R O / 17- x \ ENTRANCE SIGN 1 R2.5' \ 661 GUARD POSTS\ R12.5' 2'X 2' \ ` + 0° 12.0' 8 \ R12.5' ° �, \R2.5 1 EXIS �37 �\ eP° _ DRIVE THRU SIGN 1�� _ y0 WATEX ETE '//'' \ � 3:1 TAPER 2 316" R3.5' 4-\ ry 51 - _ 12.5 -� _ ��\ �R2.5' SIG T DIST.TO CENTS FxiSrEo� R2.5 _�- _ �� \ \ INTERSECTION = 250 30, 6.00' GU POSTS 25. R12.5' -' POWER PO TO + 6 20. ' � \ , VDOT RIGHT OF WAY U71' RELOCA D GUARD P ST Q L �' \ R4.0' O R2.5' � 63.5 !�_ O' FOUR BR K 16' A DlCAP IONS \ �� 82' IN CURBS 7 0 TREES TO BE 8, \ • O / REMOVED 43.72 _ .. 3 112' NOTE. REZONING PROFFER REQUIRES THE, GUARD POST �� .4, VEHICULAR ACCESS TO ADJACENT PROPERTY 63. o' '` •s S1DEwA1� � R'12.5 REMOVE PUMP ND�,+ � AS SHOWN ON THIS SHEET. 73' ❑ ' g\� z UNDERGROUND ANK. ' 62.92' Q SPEAKER PROPOSED o Q O 78.50' <Q a TACO O BELL° .... FINAL SITE PLAN Q MENU o RE^SpTA�R 25 :.:�. \ AP RAVED N O FILL �Kie YV/ U�`I �ry T Q. \ :::,,.:::::::.. 136.24' ATE__�2 9 l� 1 I PIPE EXIST. BLDG. VE THRU PROPOSED PRIVATE O R20R25.5 ® PUMP M7pH pU :`:: ¢....... 5' SEWAGE PUMP STA. I 13.0' -EXTENDED \ / :::::'c, ;;:_ R12.5' 2,.3' R12.5' �' -in:::::" RESTAURANT SIGN - - - _ TO BE PLACED A MINIMUN j� GUARD�•POSTa 26 28� - - p \ OF 10 FEET FROM ALL 1.8. GUARD POST 32°54'00" E �3.00' �� `� 20.00' - - - \ PROPERTY LINES) ICULAR ACCESS T EXIST. \ R17.5, \ / ADJOINING PROPERTY. ADDITIONAL NOTES: N 2 ° ; -- Tg_ p (PERMANENT) N or F 43 \ 59.19' �s� '6, (PROPOSED BURGER KING, 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL O� Vv \ <1 y0 f �Q GAS STATION &CAR WAS ) REQUIRED PERMITS FOR CONSTRUCTION. FIRST VIRGINIA BANK -- _ f -0F ,�7 G DOR ZONED: B2 NOTE: CURB EXTENDS IN 5' Q 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING 2 , ZONING, AND OTHER ORDINANCES OF FREDERICK COUNTY AND ALL USE: COMMERCIAL FRONT OF DRIVE THRU WINDOW 00.20 No. N or F APPLICABLE STATE LAWS AND REGULATIONS. PAUL D. MULDOWNEY, ET AL 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MEET COMPLIANCE ® sBI s1�Q REQUIREMENTS WITH SEC. 59.1-406, ET SEQ. OF THE CODE OF ZONED: M1 VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT.) REV. 9/08/94, 9/13/94, 10/12/94, 11/10/94, 11/28/94 USE: MANUFACTURING 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SAFETY TACO BELL REST.4 UR.ANTP.L. T/�CHECKED BY: AND SHALL COMPLY WITH ALL STATE AND FEDERAL (OSHA) LAWS ANDINCRAM - TUDOR & COMPANY. P.L.I.. Gra hic Scale REGULATIONS. DRAWN BY' GCT 20 0 P 10 20 a0 g FEATURES SHOWN WHICH ARE IN CONFLICT WITH THE ARCH. PLANS SITE & DIMENSIONAL PLAN rm5+ 5' + aid I'va mam-5 SCALE: 1" = 20' FOR THE BUILDING SHALL BE RESOLVED IN FAVOR OF THE ARCH. PLANS. GAINESBORO MAGISTERIAL DISTRICT DATE: JOB NUMBER SHEET 10. THIS PROPERTY IS SUBJECT TO CONDITIONS OF UTILITY (POWER CO.) ( IN FEET) OVERHEAD EASEMENT (NO DEFINED WIDTH) IN DB.743/PG.263, DB.318/PG.351 FREDERICK COUNTY, VIRGINIA August 12, 1994 21655 C - 2 PLANTING LEGEND CALLERY PEAR, 2" CALIPER BARBERRY DWARF CRIMSON 2 GAL j! BR ALBERTA SPRUCE, 2 GAL. DWARF ( ) ,DPY FIRETHORN PYRACANTHA "LOWBOY" JUNIPER "BLUE RUG", 2 GAL FALSE CYPRESS "GOLDEN THREAD",I&FC JAPANESE MAPLE, 1.5" DIA w2, s 2 GAL OR NEST SPRUCE, 2 GAL MUGO PINE, 3 GAL. MP ORNAMENTAL GRASS (3'-4' MAX. " (2 GAL AROUND BUILDING) MATURE HEIGHT) OR LIRIOPE HOLLY (ILEX) "HELLERI" G H YUCCA "FILAMENTOSA" 4' WHITE PINE Ye 4' WHITE PINES 1 PROPOSED PRIVATE SEWAGE PUMP STA. ' —BARK MULCH BARK MULCH / BARK MULCH I EXISTING �� )SCAPING NOTES: TREES 1. UUNTRACTOR IS TO REMOVE ALL DEBRIS, ROCK, STUMPS, CONCRETE, PAVEMENT, AND ALL OTHER UNSUITABLE MATERIAL FROM AREAS TO RECEIVE TOPSOILING, SEEDING AND PLANT MATERIAL. ALL UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF THE PROJECT SITE IN ACCORDANCE WITH LOCAL AND STATE LAWS AND REGULATIONS 2. ALL AREAS TO BE SEEDED SHALL BE TOPSOILED WITH 4" OF COMPACTED TOPSOIL. THE TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SANDY CLAY LOAM AND CLAY LOAM). THE TOPSOIL SHALL BE FREE OF DEBRIS, TRASH, STUMPS, ROOTS AND NOXIOUS WEEDS. BARK MULCH \�v F � TACO BELL RESTAURANT Graphic 5cal e 20 0 10 20 40 ( IN FEET ) LANDSCAPING & LIGHTING PLAN GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CE SIGN EXISTING TREE/ TO BE REMOVED X�' EXISTNG \\TREE TO BE REMOVED 1 TA DF-D 00 jr- 667 EkIS=GP NOTE: PARKING LOT LIGHTS ARE DOUBLE OR SINGLE UNIT SLMA400MAL FLOOD LIGHTS BY STONCO. SEE ARCHITECTURAL PLANS FOR LAMP BASES & WIRING DETAILS. LIMIT OF LAMP'S 1 FOOTCANDLE REACH RESTAURANT SIGN REV. 9/08/94, 9/13/94, 10/12/94, 11 /10/94, 11 /28/94 INCRAM - TUDOR & COMPANY; P.L.C. CHECKED BY. DRAWN BY: GCT �ttlgerS, �a1d 1.a1�ci ,r5 SCALE: 1" = 20' DATE: JOB NUMBER SHEET August 5, 1994 21655 C — 3 CNA UUNUMLIL Id NOTES: < . . A .- . 1. PROPOSED GRADING IS SHOWN WITH SPOT ELEVATIONS. 6 19 4' a. \ 2. ALL CURBS & GUTTERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION METHODS AND MATERIAL SPECIFICATIONS. 0000e vass °° v°°°°°°o °°° °°• oe a b. ° b ° �� `lam 3. BITUMINOUS PAVEMENT FOR ENTRANCE SHALL aA. BE 2" OF SM-2A, 4" OF 13M -2 AND 8" 21-8 STONE BASE. (WITHIN VDOT R/W) 4. BITUMINOUS PAVEMENT FOR DRIVEWAY SHALL BE 1.5- OF SM-2A, 2.0- 1-2 BASE AND G "74\ �\ 6- 21-B STONE BASE (VDOT SPECS.). 5. BITUMINOUS PAVEMENT FOR THE PARKING AREA BACK —FILL DETAIL`I,\S��P�G Q � OR�J� �\ � .�$ C, � �o �. �o `� SHALL BE 2" SM-2A WITH 8" 21-B STONE BASE NC' \ F / 6. SIDEWALK PAVING SHALL BE A MINIMUM OF 4" FOR TWIN 15 PORTLAND CEMENT CONCRETE. 7. ALL DISTURBED AREAS IN THE R/W NOT PAVED DRIVEWAY CULVERT �o° 26 \ SHALL BE TOPSOILED, SEEDED, AND MULCHED Qx ACCORDING TO THE EROSION CONTROL O p� �O \ 0 NARRATIVE & THE VE&SC HANDBOOK. i5l / ® v� Qom.. � A THE nwms:p4z OF THIS PpnppPTY WILL BE ;A, REQUIRED TO ADD CURB ALONG THE EDGE OF THE DI-3C L=8f Ideo DECELERATION LANE PAVEMENT TO THE PROPERTY LINE IN TOP 706.00 FUTURE WHEN A NEW ENTRANCE IS CONSTRUCTED INV. 702.55 NOTE: CONTRACTOR TO AT THE ADJACENT PROPERTYREGRADE EXISTING DITCH TO (CONCRETE PLANT). ..�, q � ENSURE POSITIVE DRAINAGE SUBJECT TO VDOT FIELD RIP -RA 6'� A -a: Zlitziij 6 -�: v�� 2 S INSPECTOR'S DETERMINATION APRON 0 16 TC.707X80 ON! Roo T .708XOO x ENTRAN�E SIGN 667 __ ---------- .. ........... 011, 8" .... ...................... 06 ........ ...... . 0 ... ........... 0 -H ....... ...... RIVE-1 DI-1 OP 704.47 I V (IN 702.40 3:1 TAPFR--:- N. . NN .......... ...... ................ P ............................ X/ s ........ .................... ..... . ...... � �IN). ...... 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . l< ' ' '.* * CC-2 APRON op PA-VE - - - ........ .. ..... .. ................................... . ..... ............ .... . ................ ....... ...... .... ................... I ....... ..... . \c' ME -,Q�5 VID :'PA�� ............ ........................... NfO .. ......... ....... ... ............... ............ ............ DITCH cc ...... ..... .............. ... ...... ....... ......... ...... INV. 701.6 TIE NEW ITCH INT EXISTI DITCH ... ......... ........ BEGIN DITCH ....... .... T P 706.50 ............. I V.702. ...... 2:1 SIDE SLOPE LEGEND ' \ d 1', b 3' PROPOSED TOP OF ..... ..... CURB ELEVATION I'-'- - - - - ............ FLARED END PROPOSED EDGE OF NT 6" CURB - o . 6� • • e• '►°6 • ° � E ��'S T. SECTION PAVEMENT ELEVATION ,e), ..... ....... EL VA_nON Nll ........... INV.701.90 Qj ,IQPROPOSED FINISH GROUND c .... ....... 0 SURFACE ELEVATION SPEAKER'9 TC.74X80 P�AE 6b PROPOSED LIMIT OF GRADING ..... ...... ............ �Gi ME TACO BELL DI-1 TOP 704.25 RES TA tJR4 N T INV.(IN)702.18 ..... ....... W/ DR/ VC THRU . ............. - ------- EXDG. PROPOSED PRIVATE .... NV.(OUT)702.08 ............. M70ND—EX SEWAGE PUMP STA. C.706X95 F-F. ;70 7 00 EXTENDED ............ lap 61 ..... .... RES AU ANT SIGN .......... :.q�NC (Yl MH-1 TIOP -1 TOP 705.2 A SPEED ONTROL BUMP 707.5 INV.(IN)702.32 2 1 TOP <80 el ITCH INT DITCH 4" HEIGHT, 2' WIDE PAVEMENT INV. (IN)702.57 2 INV.(OUT)702.22 INV.(OUT)702.47 G .0010 u C. 0. z Graphic 5cale 20 0 10 20 40 MIA F91-` 4" ( IN FEET REV. 9/08/94, 9/13/94, 10/12/94, 11/10/94, 11/28/9 TACO BELL J?ESIT24UJ?-4ATT INCRAM - TUDOR &COMPANY, P.L.0 SITE GRADING PLAN �wm, 5w*w-s, aM LeM Mamm GAINESBORO MAGISTERIAL DISTRICT DATE: JOB NUMBER FREDERICK COUNTY, VIRGINIA August 5, 1994 21655 \ PROPOSED GRADE LEGEND Note: All storm pipe lengths shown are 70 from Center of one structure to \ \ w WATER LINE —w W-- the center of another. WATER METER ® �� '700 FIRE PROTECTION NOTE: FIRE PROTECTION TO SANITARY SEWER PIPE s S BE PROVIDED BY PROPOSED HYDRANTS ON O ADJACENT PROPERTY. OWNER TO BOND SEWAGE MANHOLE �S COST OF INSTALLING HYDRANT UNTIL HYDRANT 696 IS INSTALLED. AFIRE HYDRANT TO BE INSTALLED � \�.o Fo,0 STORMWATER CULVERT ® ® AS SHOWN 3' FROM CURB IF HYDRANT ON 0 LvV ADJACENT PROPERTY IS NOT IN PLACE WITHIN ,p \ �O DATUM E0 14- STORMWATER CURB INLET ONE YEAR. STORM STR. 1 �� S\ 0 �o I EXIST. " WATER R XIST.COUNTY S WATER ALE LINE orz. ert.: 1 " 4' D8' EXIST. WATER METER TO REMA ` p\ \ 0+00 0+20 0+40 TOP 706.0 IN SERVICE. CONTRACTOR TO INV. 702.55 RAISE TOP AND REPLACE LID WIT 1 ' METER & CF�' \ \ WATER LATERAL PROFILE HEAVY DUTY NEENAH R-1897 \ COUNTY TO WATE ' WATER FRAME &COVER LATERAL TO BE T S�-c BY F EDERICK COU LATERAL WI MINI FROSTPROOF YARD HYDRANT SET )4 SAIATION AU OR 36" COVE AT BACK OF URB O '�O X �S \ ENTRANCE SIGN ' rn 1 / T N P E FLARED 66 2 p N —_`7 EXIST WATER SERVICE F W STD. —1 INV.701.83 W /P \ °o 8" 3 LATERAL TO REMAIN AF I ------ 12" WATER LINE FCSA LOCATION UNKNOWN ® 0\` W eP° DRIVE THRU SIGN W 20g W 1 � STORM STR,#2, --- _ 'bI-,1, TOP 704.47 W S eq k 02g ROA C \ W Ex/ST pop INV. 702.40 FF F/ /// W / 1 T02t30 W TWIN PIPE FLARED \ FIR HYD ANT FT C1 c� END SECTION S1 STDES-1,INV7017 CITY OF WINCHESTER ... I & a p LOC TIO (IF WATER LINE POLE TO BE STO M STIR. #6 L MCA REQUIR ) RELOCATED DI-1 �• C'� v TOP 06.50 rn ii�� V � FLARED END SECTION INV.7 2.64 1 0 ' ° �N° STD.ES-1,INV.701.90 NOTES: r- ® 11. SANITARY SEWER LATERAL SHALL BE -� 200 GAL PVC SDR-35 OR APPROVED EQUAL AND G EASE TR P nj <v SHALL BE CONSTRUCTED IN ACCORDANCE OPEN GRADED #5 S NZ—B*S N- X C.O. O , VL WITH FREDERICK COUNTY STANDARDS. SPEAKER 3 PROP STORM STIR#3 2. WATER LATERAL SHALL BE 1" COPPER OSEp DI—1 (DETENTION CHOKE) TUBING TYPE K AND SHALL BE INSTALLED °b CJ O0 Tq CQ BE TOP 704.25 IN ACCORDANCE WITH FREDERICK COUNTY D o REST SELL \ � INV.IN)702.18 :STANDARDS. MENU OBSER ATION U1 Cn ®� �/ gURgNT ® INV.07)702.08 ;i. BURGERBUSTERS, INC. TO GRANT EASEMENT I WEL o C �P� BLD / DRl `/E T 11 TO PAUL MULDOWNEY ET ALS FOR EXISTING PROPOSED PRIVATE G. M70H�_ HRH 4 �1\° WATER LATERIAL CROSSING. SEWAGE PUMP STA. FF 707 O�XTENDED Q WIsAN SUGGESTED RO 0 RESTAURANT SIGN Q A METAL CAP TH LOCK SAN S VICE �—SAN D P UNDERGROUND G C.O. a �OQ STORM STR.#4 o STORM STR.#5 _ MH-1 ° GEo XTILE FABRIC MH-1, TOP 707.5 _ UE GA D TOP 705.2 0 INV.(IN)702.57 INV.(IN)702.32 T F ° ° ° ° ° °o ° ° ° ° ° FCSA CONSTRUCTION NOTES: INV.(OUT)702.47 �� UE �� GASH INV.(OUT)702.2 a ✓ leper ° ° ° ° ° ° O ° ° V ° ° 4" PERFORATED 148 - 18 ADS Nv-12 UE �Tu OR ° ° ° ° ° O° ° ° V ° V OBSERVATION WELL- Water and sewer lines are to be constructed in accordance with these HDPE PIPE ®0.1 /o E7'EC ° V V V ° ° O J V ° V (PVC) plans. The lines shall additionally meet all requirements of the Frederick 1RJ & 1 ° V V V ° V ° V County Sanitation Authority. ��EP N0. °°°°°° o BP�N°°° HONESERWC 15 C,_'� FObT PLATE 2 The contractor shall coordinate with, and arrange for inspection by, the Authority. E ° � ° ° ° o VGRADE[� _° ` V ° V V V ° O 0 VST'o v 3. The Sanitation Authority shall install all water and sewer services that connect to existing ° V V V ° 1 O ° V V lines. The location of the tap and the termination point of the lateral are to be coordinated V p V V V p 0 V V V V by the Authority's Assistant engineer. 4. The Sanitation Authority shall tap all existing water lines. They will furnish the materials OBSERVATION WELL DETAIL for and make the tap. The contractor must make an application for and pay the cost of TACO BEI RES77 UR41V77 (NOT TO SCALE) this work. 5. The contractor shall tle—in a new line to an existing manhole by core drilling manhole. Graphic 5cal e 6. The Sanitation Authority maintenance department is responsible for the installation of SITE UTILITY PLAN 20 0 10 20 40 water meters. Before a permanent meter is set, they require: 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and G A I N E S B 0 R 0 MAGISTERIAL DISTRICT ..., ..:. ..... ... r:.:a :�ij the yoke bar be between 18 and 21 inches; and 4) all components of the meter box toassemblyhave to be in proper working order. It is the developer's/contractor's responsibility FREDERICK COUNTY, VI R G I N I A IN FEET to have the meter box assembly installed correctly. �r .L REV. 9/08/94, 9/13/94, 10/12/94, 11 /10/94, 11 /28/94 INCRAM - TUDOR & COMPANY, P.L.C. CHECKED BY: DRAWN BY: GCT j�IBCf'5, �• L P5 SCALE: 1" = 20' DATE: JOB NUMBER SHEET August 12, 1994 21655 C — 5 WATER AND SEWER LATERALS 1. ALL CONSTRUCTION AND MATERIALS USED FOR WATER AND SEWER 710 LATERALS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. 2. PRESSURE AND LEAKAGE TESTS ON LATERALS SHALL BE PERFORMED IN ACCORDANCE WITH FREDERICK COUNTY REQUIREMENTS. STORM SEWER - � 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL BE TO VDOT STANDARDS AND IN ACCORDANCE WITH N FREDERICK COUNTY REQUIREMENTS. 2. ALL HDPE STORM SEWER PIPE SHALL BE HIGH DENSITY POLY- ETHYLENE PIPE WITH SMOOTH WALL INTERIOR SUCH AS ADVANCE DRAINAGE SYSTEMS "N-12" PIPE, CAPABLE OF MEETING AASHTO H2O LIVE LOAD STANDARDS WITH MANUFACTURER'S BEDDING REQUIREMENTS. OTHER EQUAL PIPES WILL BE ACCEPTED SUBJECT TO OWNER AND ENGINEER'S APPROVAL 705 3. ALL STORM PIPE SHALL BE BACKFILLED WITH CRUSHER RUN STONE. VDOT 21-B. 4. ALL MANHOLE INVERTS SHALL BE SHAPED IN ACCORDANCE WITH VDOT STANDARDS. d- (o 04 0 t` z DATUdf ELEV 700.00 CA Q0 O 710 705 I-��(7 !ArNmA 700.00 to O r O w Y r- � 0 U uj CL z O ~ O N z W In � 4 AREA 0 t�E a 10 o N w �ETENdION STOR TO BE. BACKFIELED PRCPOSED GRADE F M p cn F - WITH° CRUSUED STOIC ° •- XIN UND - - GEOTEX3IL_E FABR C W 4 DS 420 4.0 oz U) vvv v v v avv v v v v v OPEN vGf�ADED v y STOl� v v v v v v v v vv � - p vv ,v vavvvv 1dS2' ,. 1f2" nnc nl—� �no[ n��—rr u, --r o , '� - 15- ADS- N - u —II vvvvvvvvvvvvv"vvvvvvvvvv HDP 1 > PIPE > o 66 POLYEBHYLENERF 0.1 GATED- �� - ----- lco - SCALE: --- NIN --- - 0 0 „ HORIZ.1 =20 O O rn . VERT.: 1"=2' » CV �� N r- r- Z� z z -- >; >:-- zz z O U) KM LnEo r- O O O O 0 O 0+00 1 +00 I W Y O O o tD 10 z O .-- W Id Ld 0 N O .i EXIS NG GROUND PROPOSED GROUND 74'- 12" ADS N-1RIPE-0_an., 0 - 15 SCALE: 00Goj HORIZ.: 1 "=20' 0 N 0' VE R T.: 1 "= 2' > ; z z z 00 0 n O Ki O N O 0+00 1 +00 2+00 ADDITIONAL NOTES: GENERAL - 1. ALL UTILITY CONSTRUCTION SHALL BE COORDINATED WITH THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT AND THE COUNTY SEWER AUTHORITY WATER SYSTEM - SERVICE CALCULATIONS FIXTURE FIXTURE VALUE 35 PSI LAVATORY 4 1/2- CONNECTION SERVICE SINKS 1/2' CONNECTION URINAL -WALL FLUSH VALVE WATER CLOSET TANK TYPE HOSE CONNECTION (WASH/2- CONONEECTION 3 12 3 6 TH 0 r P /� JJ GUY C. abR ' 0. o 1 jqj gglOzw'AL llto 17 103 50 PEAK DEMAND AT 35 PSI - 50 GPM TOTAL DEMAND O STATIC PRESSURE - PEAK DEMAND X PRESSURE FACTOR NO. OF FIXTURES 2 5 1 2 2 FIXTURE VALUE GPM (PEAK) 8 3.9 15 7.3 12 5.8 6 2.9 12 5.8 3+00 TACO BELL RESTA" v6ANT PROFILES & ADDITIONAL_ NOTES GAINESBORO DISTRICT, FREDERICK COUNTY, VIRGINIA REV. 9/11 /94. 10/12/94. 11 /28/94 x 1/2" DIA.X 8" BARREL BOLT LOCK - 1'X 18 GA METAL DECK (ONE GATE) 3"X 4"X 1/4" METAL ANGLE FRAME 4 SIDES EA. GATE 2 PAIR MCKINNEY T483781 HINGES EA. GATE METAL SCREED STUCCO ON METAL LATH 8"X8'X16"CONC. BLOCK WALL 3/8' DIA BAR 8"X2" %���%% %% 1/2" DIA, X 12" WELDED TO STEEL ' CANE BOLT TUBE O 16" C.C. ONE GATE 5"X 5" X1/4" STEEL TUBE W/ 5"X 5"X 114" CAP PLATE EMBEDED 12 INTO FOOTING JAMB DETAIL DOUBLE WIDE ENCLO. TO HAVE 4-GATES /5 BARS VERT O 32" O.C. 18 GA. CLEANED, PRIMED k PAINTED METAL GATE. 20. (BOX RIB) PAINT INSIDE TO MATCH BLDG. -EPDXY PAINT 1 11 6' 5"X 5"X 1/4" STEEL PROVIDE 1" DIA - 6" LONG SOLID GROUT ALL CELLS PIPE EMBEDED IN CONCRETE FOR CANEBOLT 4' �4, 2 - #5 BARS „ Cl -8 20, i 0' 12'X 18" FOOTING 8'X 8'X 16' C.M.U. COLUMN 18" THICK P.C.C. SLAt1� e' C.F 4-' B" Du' 5"X 5"X 1/47 STEEL �C �— „ 15 W/ 6"X 6"-10/10 GUARD POSTS TUBE EMBEDDED INTO UCl� Q 6 W.W.M. ON 6"GRAVEL �^i GATES TO BOTH ° BASE O SIDES.O��\.�' 18" GA. PAINTED METAL t�Q� 20.0' 6' THK P.C.C. SLAB 4 8'X 8' - W1.4 X W1.4 [ ' GATE (BOX RIB OR t EXPANDED METAL ��v` 1XV .- •: ' W.W.M. ON 6' AM BASE \ Pp 3.0' .; Ae ' 1,-4•• ' SECTION B—B PLAN VIEW A 5'X 5'X 1�4" STEEL T PAIR McKINNEY TUBE W/5 X 5'X 1/4' SOLID GROUT VOIDS CAP PLATE EMBEDDED INTO FOOTING J5 BARS O 32" O.C. 3'X 4'X 1/4-METAL ANGLE FRAME 4 SIDES EA. GATE PROJECT STUCCO do STRIKE NOTE: STUCCO MAY BE OMITTED IF C.M.U. IS SPLIT FACE BLOCK, SLUMP STONE BLOCK, OR FLUTED BLOCK. TUBE EMBEDED 12' INTO FOOTINGS NOTE: FOOTINGS SHALL EXTEND 18' MINIMUM BELOW ADJACENT 0.5' , ' t 1.5' 8' THICK CONC. SLAB W/ 6X6-10/10 W.W.M. ON 6' CRUSHER RUN BASE I & 12' WIDE FTG. AROUND PEFWETER OF SLAB WALL FTG. BEYOND (SEE SECTION "A) 24" HEAV IRON FRAIL WITH "GAS GASKET 8'- 2" t } 24" 12" 1 8"X 8"X 16"CONC. BLOCK WALL W/DUR-O-WALL REIN. SYSTEM EVERY SECOND COURSE. PAINT TO MATCH BUILDING. 8' � CONIC. FINISH GRADE/SURFACE� OR BELOW FROST DEPTHS L ( BARS CONT. PER LOCAL CODES SEE SOILS REPORT FOR TOP & BOTTOM ADD. INFO. F SECTION A -A TRASH ENCLOSURE DETAILS NOT TO SCALE ET AND OUTLET PIPI 1TT1NGS 1000 GAL. EXTERIOR GREASE TRAP (NOT TO SCALE) A-MmAkl 15" ADS PIPE DI #4 5' I.D.7 FLOW �f DETENTION "CHOKE" STORM DI #3 PLAN VIEW (NOT TO SCALE) 1'-4'X 2'-W CONIC. FTG. SEE SEC.'B-B' FOR ADDIT. INFO. EXTEND PIPE 6" MIN INSIDE OF MANHOLE TO SEAL AGAINST ORIFICE PLATE 15" ADS N-12 HDPE GROUT GUIDES IN PLACE WITH NON -SHRINK GROUT. 1/4' ALUMINUM ORIFICE PLA BEVEL BOTTOM TO SEAT. ROUND ALL OTHER EDGES. 4 3/8" DIA BAR 8' WELDED TO STEE TUBE O 16" O.C. �) 1-1/2•X 1-1/2"X 3/16-METAL ANGLE DIAGONAL BRACE -8'X 8'X 16' C.M.U. COLUMN W/ SOLID GROUTED CELLS 2-/5 BARS CONTINUOUS 'THROUGH COLUMN AND INTO FOOTINGS JAMB DET. DOUBLE ENCLOSURE 3/8" 1/4" PLATE TE 7 -` 3/8" I � 2' R1 0.5' (6.0") DIA. ORIFICE 18" MIN YT GUIDE f_ 18" EXTRUDED ALUMINUM GUIDES, NEENAH FOUNDRY COMPANY R-7501 SERIES OR EQUAL 8' —24" SQ PIE 3/4" CHAM 12" ALL EXPOSE I I P I I 1-3/4" DIA. TS 10 X Finish Grade 40 - #8 EQUALLY 3" MIN. L;UVtrc #4 0 12" O.C. VERT. TYPICAL EACH FACE # 4 STIRUPS ® 12" O.C. HORZ. 8'LONGX2'WIDE 2500 PSF MIN. SOIL BEARING CAPACITY REQUIRED. CONTRACTOR TACO BELL SIGN �ING°N�I TY IS I�� ELEVATION VIEW 18" SQ.X 1-1/2" THICK ER TYPICAL BASE PLATE WELDED TO CONC. EDGES POST. DRILL PLATE FOR 4-1 3/4" ANCHOR BOLT CONC. SIGN BASE 7" MIN. 4 - #7 BA S EACH SIDE #4 STIRRUP O 12" O.C. OF PIER, FULL EMBEDMENT PLAN - SIGN BASE A CUT OR GRIND CORNERS OF BASE A r— —1� t-- — (PLATE FLUSH WITH I o 1-3/4" DIA. IPIER, " 1. _J IS 10" X 10" X 3/8" 8 S TACO BELL SIGN 3/8" FILLET WELD ALL AROUND BASE DETAILS PLAN - BA PLATE NOTE: THE SIGN, GREASE TRAP & TRASH ENCLOSURE DETAILS ARE COPIED FROM DETAILS PROVIDED BY THE DEVELOPER FOR USE ONLY FOR THIS TACO BELL SITE PLAN. THESE DETAILS ARE COPYRIGHTED (1989) BY TACO BELL AND MAY NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF TACO BELL. !,jXj,TH OF O REV.8 p UY C. H 0. Ol 01,E D� $10NAL E4= T,4('O GROUT UNDER BASE PLATE WITH NON -SHRINK GROUT ,-AFTER SIGN HAS BEEN SET to LEVELED 1-3/4' DIA. ANCHOR BOLT BADE 4 REWD, 66' MIN EMBEDMENT, PROJECTION. WITH E' MIN HOOD LEVELING NUTS DETAILS FREDERICK COUNTY, VIRGINIA 9 /14/94 PLC 5 ,, tWD DE�Ft4S'diciV�. ': t�l NOTE: PROPERTY OWNER WILL BE REQUIRED TO INSTALL CURB ALONG PAVEMENT EDGE OF DECELERATION LANE TO PROPERTY LINE IN THE FUTURE WHEN A NEW ENTRANCE IS CONSTRUCTED FOR THE CONC. BLOCK PLANT (PAUL D. MULDOWNEY, ET ALS). N OR F PAUL D. MULDOWNEY, ET AL ZONED: M-1 USE: MANUFACTURING PAUL D. MULDOWNEY, ET AL ZO ED: M-1 USE: M NUFACTURING 181.64' O Z O N PROPOSED PRIVATE 00� SEWAGE PUMP STA. Graph lc 5cal e 30 0 15 30 60 am PER po ( IN FEET ) I :a ♦ ♦ a ♦ 7N n ,VEL ENTfZAlgC 0 S 32'09'051 W III THRU SIGN \ Ck ix 1 f_ '•: SPEAK. MEf 32' '00" E 103.00' 2 WAY VEHICULAR ACCE$ TO ADJACENT PROPERTp AS REQUIRED BY ZONIN PROFFER .a.►yTH O GUY C. TUDOR t� NO. . � 015801 ,tmrloffn st./w/ O DROPOSED s 0. 1 0 i TACO BELL w% pTAURANT RIVE BLDG: M7OHD_E7HRU TENDED / N 214 . oo" w � NORF FIRST VIRGINIA BANK ZONED: B-2 USE: COMMERCIAL IN UK r EXXON CORPORATION DB. 105, PG 277 ZONING: B-2 USE: SERVICE STATION V,Q\\ 122 ^�_c 1 � Rov 3� 66 1 3:1 TAPER 51 p�1 \ 1 1ST FOp 9 NOTE: CONTRACTO TO REGRADE EX1, DITCH / TO ENSURE POST VE DRAINAGE SUBJECT TO VD T FIELD / INSPECTOR'S D TERMINATION RES AU ANT SIGN T.9C0 BELL RESTAURANT GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY,VIRGINIA OFF -SITE GRADES AND LOCATION PLAN EXIST. SIGN / o 2 I k �C 46 L 1°1' D.I. �l U a� k TRAFFIC SIGNAL POLE DITCH LINE IS OBSCURED EXIST. CONC. �0 ° ENDWALL St 1 o INV. 700.0 a U 0 1 w �v 1p2 PEU, OF MD DEVELOPWENT a GENERAL EROSION & SEDIMENT CONTROL NOTES a \6� LEGEND 1. Unless otherwise indicated, all vegetative and structural erosion & sediment a o . control practices will be constructed an maintained according to minimum standards and specifications of the VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST INLET PROTECTION QD0 EDITION), Virginia Department of Transportation, and Frederick County Standards. a . 1 `li 2. All silt fencing must be placed prior to any land disturbing activity. All other o � SILT FENCE O erosion control practices must be constructed in conjunction with construction ° " ° / of the stormwater conveyance system to minimize potential erosion hazards. a a ° Qa"°• O OUTLET PROTECTION oP 3. The contractor is responsible for having a copy of this Erosion & Sediment Control c \ O Plan and the Erosion & Sediment Control Narrative on the Site during Construction. ° \ xb \ TOPSOILING 0 The Erosion & Sediment Control Narrative is considered part of this plan. 4. The contractor is responsible for installation of any additional erosion T PERMANENT control measures necessary to prevent erosion sedimentation as determined ` \ \�pO �6 \ SEEDING by the Erosion & Sediment Control Inspector. O 1 �O RIPRAP 5. The contractor shalt inspect all erosion control measures periodically and after each runoff —producing rainfall event. Any necessary repairs or cleanup to maintain DI-3C L-8' \ 6 �� \ the effectiveness of the erosion control devices shall be made immediately. — �Q� 15, 2 .I ,�� CONSTRUCTION TOP 706.0 � � \ INV. 702.55 \ �n� ENTRANCE CE IP TO �� \ OSF TO F `L2 �� RIP— AP \ C \ SF S APRON 25 ROON / X \ o ENTRANC 1 \ ��66 7 IP o oJQPo ...... ............... DRIVE THRO SIGN - . DI-1 OP 704.47 �� V NSF \ \ \ 1 �.. . � INV.(IN702.4 3:1 TAPER .. IqN' IN) . 2.3 ..... � R �RI VE IAA Y . APRON + EX�sT FOp ..PAVE .... NIT ................................"�....:.:.:.:..... . ........... ,.""". o DITCH INV. 701.6 )7........................... pP• iP ° . T P" 706.50 ..� \.. o i V.702. \ BEGIN DITCH c-� FLARED END SECTION SF INV.701.90 S ... "* ❑SPEAKER TO P SF T�ROPOSED ,� a co BEDDI-1 �— \ RE�TAUR L \ \ , TOP704.25 :• B w/ DR/VE ANT IP INV.(IN)702.18 PROPOSED PRIVATE LDC M�OHD_ THRU O NV.(OUT)702.08 SEWAGE PUMP STA. ..... C......". FF ��� —EXTENDED / o S / RES AU ANT SIGN -- 6 GO — -- _ _- MH-1 / SF v TOP 705.2 A MH-1 INV.(IN)702.32 TH F SPEED ONTROL BUMP TOP 707.5 Q o / INV.(OUT)702.22 4" HEIGHT, 2' WIDE PAVEMENT INV.(IN)702.57 ' ' INV.(OUT)702.47 OR SF N0. 015 1--1 NOTE: THIS DRAWING IS ,I © 0NA L F O R EROSION & SEDIMENT REV. 9/08/94, 9/13/94, 10/12/94, 11 /10/94, 11 /28/94 CONTROL PURPOSES ONLY TACO BULL RESTAURANT INCRAM — TUDOR & COMPANY P.L. C. CHECKED - 20 G0 aph i 0 5cal 0 40 EROSION CONTROL PLAN SCA� BY= 20' ineers, 5urv�ors, and Land �I �...v....a_..,,._,..... GAINESBORO MAGISTERIAL DISTRICT DATE: roe NUMBER SHEET ( IN FEET) FREDERICK COUNTY, VIRGINIA August 5, 1994 21655 EC — 1