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HomeMy WebLinkAbout67-05 Gas Mart No. 7 - Rt. 7 - Service Station (Waiver Req.) - Gainesboro - Backfile (2)i PARKING SCHEDULE r-AI31IINU nUILUIINU CONVIENCE STORE SQ. FT. READ. SPACES 4,535/200 23 SPACES PROVIDED 31 (INCLUDING 2 HANDICAP) TRIP GENERATION PER ITE MANUAL 8 PUMPS PARKING SCHEDULE r-AI31IINU nUILUIINU CONVIENCE STORE SQ. FT. READ. SPACES 4,535/200 23 SPACES PROVIDED 31 (INCLUDING 2 HANDICAP) TRIP GENERATION PER ITE MANUAL 8 PUMPS 4,550 SO. FT. (GROSS) WEEKDAY TRIPS 7am-gam 80 4pm-6pm 110 AM PEAK HOUR 85 PM PEAK HOUR 110 ° FLOW ARROW 55B-(A)-6 (TYP) SMITH, .JOSEPH C. 1811 BERRYVILLE PIKE 4.96 AC. DITCH \ (TYP \ EX EP SED CG-6 \ 5 2'GRASS �O S��OSSOM AREA 5 STD R1-1 STOP SIGN S ` THERMA PLASTIC 2' GRASS I STOP BAR AREA e PROPOSED CG- \ END \ EXISTING BM CIS EXISTING UTILITY­-------,_',' TILITY 681.3 O POLES TO BE RELOCATED SP x , AND/OR REPLACED �OSgZ Q� G E i� E R r :, D E S 23 E 3 Q °U S 1. OWNER / DEVELOPLER HIGH UP DAIRY MART INC. 4780-NORTHWEST PIKE 2'GRASS AREA WINCHESTER, VA 22603 GMT CONTACT: MR. LAI L �X . • . • . • :: . TEL# (540) 877-2622 ' . . . . ' ' ' ' I :. JONES & FRANK p1zcsP; s�� • • . . E. BRIGSTOCK ROAD G,........ MID0 0 HIAN, VA 23113 ,..,. Q TEL# 804 794-0771 ' ..... FAX# 804 794-0771 N CURE N ONE p CONTACT: FIRED ROBINSON � Ln WAY CEL# (804) 720-6903 Ex. C&G . . . 2. ENGINEER KEITH ENGINEERING, INC. TO REMAIN-,,,X Lu P.O. BOX 1137 _ -- o/ CROZI ER, VA 23039 � . m DON E ' PH# 804-784-3633 • a, BM ... N Z 2 3. TAX PARCEL TAX PARCEL# 55-A-37 TOP CF PW BK ORIGINALLY 55-(A)-35 & 36 & 37 ELEV 580.4 romi 4. DISTRICT RED BUD 55-(A)-34 Q o 5. ZONING B-2 MBC, LC. W o Un y 6. WATER COUNTY #000013492 N o SEWER COUNTY ZONED: B-2 ; ; W o IH v 7. LAND AREA 1.315 ACRES USE: COMMERCIAL W o o Y 8. BUILDING AREA 4,550 SF 9. FLOOR AREA RATIO 4,550 / 57,281.4 = 0.079 10. BUILDING USE CONVIENCE STORE/GAS STATION `� N . Z " 11. USE GROUP M/B . . . 12. TYPE CONSTRUCTION 5B (INCLUDING A PORTION OF a; OPEN PERIMETER) ADD 1 %2' PAVEMENT �; •'. • Vent 13. BUILDING IS TO BE NON -SPRINKLED TO EXISTING ROA co 14. BOUNDARY INFORMATION TAKEN FROM SURVEY BY GREYWOLFE INC. DATED JUNE OF 2004. _-�_ r\ �' 15. ALL UTILITIES MUST BE UNDERGROUND AND ALL OUTDOOR LIGHTING . Z( PI MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES N ' ' ' ' N AND RIGHT-OF-WAYS. L`' °' \ 3 EX WM BOX ASSEMBLIES TO BE ABANDONED PER FCSA REQUIREMENTS PROPOSED 1' WATER METER \,$ 0�1 O N _B 3 3 3 30 3 3 3 B 3 QQ� 3 3 0 I RETAINING WALL AS MART AS PHAU LT SIGN PAVING 25' BUILDING BUFFER RESTRICTION LINE _ ITTINGS SHOWN ARE T RCONNECTIONTO � Dispenser -DER GROUND TANK EX. SHED o TOB um REMOVE O i O O O Proposed OffROC -j dCONC. PAD UNDER Diesel Dispenser ® CANOP� -44'x 108' TOgcR4t'`'9GE iz IN 10'- omilON iii . Imm- W-2" SM 9.5 ASPHALT U" SM 9.5 ASPHALT ' BM 25 ASPHALT BUILC' I 0 0 0 0 O C 0 0 Oo� 6„ 21-A/B �'o°o° °Cc 6" 21-A/B �'o°°° Qo STONE o°o o STONE o°o � - - - F F--� COMPACTED COMPACTED -' C SUB -BASE SUB -BASE ALL PAVEMENT WITHIN VDOT R/W I LOT PAVING DETAIL NTS ENTE:RANCE PAVING DETAIL NTS 7-1 1 55B-(2)-1-A SILVER LAKE, LLC. #020016785 ZONED: B-2 USE: RETAIL VICINITY MAID 1" - 2,000' 8' OC MAX 4"X4" POST I� 2"X4" BRACE t..X6" I j 558-(2)-1-1 BOARD � WILLIAM J. KETRON, ET UX ' FT I � MOVEp t ~' ,� #960004108 GRADE -; ZONED: RP 0 0 U [oUSE: RESIDENTIAL BELOW CANOPY 0 i. GRADE I N -- HEIGHT ---- 0 � *CONSTRUCTION SIDE TO FACE I 1 4 Q N PROPERTY OWNER. > 3' CURB 41_ 11 4" CONCRETE SLAB d BFF j �1' 4" #57 STONE 6' CURB SLOPE FACE _ 112 llll COMPACTED SUB -GRADE SIDEWALK DETAIL N.T.S. 5OC MAX #4 REBAR 2'-6" TYP. TIE DOWN NTS L TYP. BUMPER BLOCK NTS NOTE: SIGN MATERIAL MUST BE ENCAPSULATED LENS INSTALLED ON THE RIGHT SIDE OF THE ROAD - R1-1 STOP SIGN, STOP G R 1-1, 30"x3O' STANDARD 4'x4' PRESSURE TREATED POST. IF 6'x6' IS USED, IT MUST BE BREAK -AWAY. GROUND Ce W uj _ CUT ° B P�IvA STOP SIGN DETAIL 0w I�-1 o O FENCE DETAIL o CO NOT TO SCALE w TYP 2 55B-(2)-1-3 NTS Kerosene � O is �nser A SPACE ROGER A. LANDSCAPING SCHEDULE D p GRONDIN, ET UX LANDSCAPING CALCS.PLANTING #030017204 PERIMETER SCREENING MARK COMMON NAME BOTANICAL NAME HT/ DIA COVERAGE QUANTITY O ;� o � 2' G SS A RAMP 2 m IMPERVIOUS AREA �;'l BRADFORD PEAR PYRUS CALLERYANA 2 1/2• CAL 200 SF 22 16. THE SITE TOPOGRAPHY WAS FIELD DETERMINED BY KEITH ZONED: RP AREA ENGINFFR!Nlr_ nn1 �4:�TPf ER•"BER 6, 2u05• . . . . • . • _-- - 1:12 SLOPE N Q 39,736 SQ FT/ 2,000 20 PERIMETER TREES REQ. I USE: RESIDENTIAL PARKING SCREENINr © RED MAPLE ACER RUBRUM 2 1/2• CAL zoo SF 21 17. THE PROJEC i-1�'E nncS NOT CONTAIN ANY WETLAND AREAS. \ l LEYLAND CYPRESS CUPRESSOCYPARIS LEYEANDII 4' H 20 Q \ 27 SPACES / 10 = 3 TREES REQ. 18. IMPERVIOUS AREAS: BUILDING 4,550 SF 8.5% STG R1-1, 17' E SEMENT SHED TO BE TOTAL DECIDUOUS TREES REQ. = 23 DOUGLAS FUR PSEUDOTSUGA MENZIESSI GLAUCA 4' H 20 ASPHALT o •' STOP S�1N B TO E DEDICATED Proposed LO DING 0 REMOVED TOTAL DECIDUOUS TREES PROVIDED = 23 © COMPACT JAPANESE HOLLY LLEX CRENATA COMPACrA T H 56 39,736 SF 74.4/o I ) s 4550 SgFt Doc ' GREEN AREA 9,100 SF 17.1 % L 1 APPROVED BY THE FREDERICK COUNTY ZONING A INISTRATOR TO /W O Convenience CU ; ZONING ADMINISTRATOR TOTAL 53,386 SF =1.315 AC cur jr i�) Store A ��I OTE. m DATE N B 6' PRIVACY SITE PLAN VALID FOR (5) YEARS THEIR A PLASTIC FENCE RETAINING WALLS ARE TO BE KEYSTONE sro BAR (TYP) -� 0 FROM APPROVAL DATE. TYPE OR EQUAL. : Ex. c:;G W DESIGN BY INSTALLING CONTRACTOR. _ G-9D coNc 55B-(2)-1-5 1 NTRANCE DUMPSTER PAD q ROGER A. THIS PROJECT CONSISTS OF DEIWYLITIC)N OF EXISTING BUILDINGS (1�*C��-TABLE OFCONTENTS &ENCLOSURE , GRONDIN, ET UX '' 1 0 AND INSTALLING A CONVIENCE STORE AND GAS PUMPS WITH 60-O�- SITE & LANDSCAPING PLAN SHEET 1 OF 3 0 #030017204 ASSOCIATED DRIVEWAYS AND PARKINS. GRAD?NG & E&S PLAN SHEET 2 OF 3 . . . . . . A ZONED: RP UTILFF, PLAN SHEET 3 OF 3 NS8°t5'00°W - 19. A B USE: RESIDENTIAL _ SHEET TlnE PROJECT NO. RETAINING 93' A SITE PLAN SCALE I NOTE: WALL -`,' � .-_._�__ t AS SHOWN A . - _. _ _. ___ A q 8c LANDSCAPING PLAN DATE4 25 os FUEL TANKS AND CANOPY SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE 55-(A)-34 N 58° 15 00 " - 'x,���`}� }�"" PROJECT DRAWN BY AND SECTION 312 USE GROUP U (UTILITY) OF THE INTERNATIONAL BUILDING CODE/2000. THE STORE MBC LC. 1 .315 Acres W 95.77' - 1 ��'1 7 2/s/os FJK PER COUNTY COMMENTS GAS MART CHECKED BTF BY SHALL COMPLY WITH USE GROUP M (MERCANTILE) OF THE IBC. STRUCTURAL PLANS SUBMITTED FOR #000013492 (ALL DE�IELOPED) °� ROUTE 7 FJK F. J1 1-'Z^ 1f 6 �2/20/o FJK PER COUNTY COMMENTS WINCHESTER, VA PERMITTING SHALL BE SEALED BY VIRGINIA DESIGN PROFESSIONAL. NOTE: ZONED: B-2 SITE P LAN 55B-(2)-1-5A 1. THE DIESEL DESPENSER IS TO PROVIDE FUEL FOR * N . -• 5 12/12/0FJK PER COUNTY COMMENTS DRAWNO NO. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 IBC FOR SPECIAL INSPECTIONS FOR THIS TYPE USE: VACANT ROBERT W. "'� LICE?!,G STRUCTURE. (BOLTS, STEEL, WELDING, ETC.). ALL INSPECTIONS UNDER CHAPTER 1 OF THE VUSBC 2. THE PROPERTY LANE OF THE THREE PARCELS WILLS _ _ KECKLEY 6 03 {z� 4 >>/�i/o5 FJK PER COUNTY COMMENTS Keith Engineering Inc. DB 373 , PG 228 '� '� fY P.O.Box 113 1324 SHALL BE CONDUCTED BY COUNTY STAFF OR OBTAIN PRIOR APPROVAL TO UTILIZE AN APPROVED BE ABANDONED PRIOR TO SITE PLAN APPROVAL. -► O 3 10/24/0FJK PER COUNTY COMMENTS Crozier, VA. 23039 THIRD PARTY INSPECTION AGENCY UNDER FREDRICK COUNTYS POLICY. ZONED: RP �lr�`rAL,��` 2 s/s/o5 FJK COUNTY SITE PLAN SUBMISSION (804) 784-3633 1 ALL EXISTING STRUCTURES TO BE REMOVED SHALL OBTAIN A DEMO PERMIT. ASBESTOS INSPECTION USE: RESIDENTIAL 8/3/05 FJK PER VDOT COMMENTS (804) 784-3669 FAX 2O 1 O O 2O 4O 60 E-Mail: JKeith4620®ool.com �oFsHTS IS REQUIRED IF THE BUILDING WERE CONSTRUCTED PRIOR TO JANUARY 1985. N0. DATE BY REVISION K 2ft f 0.00 ft 20 ft SLOPE 4" CONCRETE SIDEWALK ROAD SIDE SIDEWALK DETAIL N TS 35ft 55B-(A)-6 SMITH, JOSEPH C. 1811 BERRYVILLE PIKE 4.96 AC. DITCH ITYP P OW ARROW i'P) 15 �E • 5GO / OP t� 2' GRAS / 681 PROPOSED ARE � 0� 680 PROP� s 1 CG- j 0 r,7 �O V O DRAINAGE SCHEDULE J 3 � Al DI-38 L=12ft MH = 3 3' DEEP TOP 676 00 INV 672 72 OP /// s N � B 7a I-3 CO U_ /� / 681. TC 4 676.3 676.5 f-DI-313 TC 676.3 A TC O P SQ� a76 676. 00' o. 92 67 b a rr 5.85� 10a / TC Oj ,TOA2 41 LF 15' RCP CL III @ 2.0% 5. I 3 / / 676.40 ��• W", INV IN 672.81 I g5 INV OUT 672.0 TC 2 15" RCP ES-1 INV 672.00 I TB ,' 676. 0 RETAINING 61 I // WALL 30 DI-36 L=12ft MH = 3.3' DEEP TOP 676.00 INV 672.84 EX. TC i 1 6 70 TO® 45 LF 15" RCP CL III @ 2.0% 675.17 / R5.00' Q 4 SO' / � II INV IN 672.89 bj 5 I I� PROPOSED G INV OUT 672.0 EX. C&G C� I _ - TC / ® 15" RCP ES-1 INV 672.00 TO REMAI I 676.70 CE 25' CONSTRUCTION OF A SIL T FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. j Jill FLOW I " III III 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL 000j G FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05- I nood it: 1<yant LEDGEND/E&S ESTIMATE CE CONSTRUCTION ENTRANCE 1 E SF SILT FENCE 140 IP INLET PROTECTION 2 E OP OUTLET PROTECTION 2 E LD DISTURBED AREA 1.2 A 15" CMP 5 TB TEST BORE 2 E TP EX. TELEPHONE POLE 4 E of BUFFER i� 25 (EX.�7 i ?S I ? TC 677.02 I EX o� I 6 .05 TC ITTINGS SHO 677 / - - _ T�Op. 678.5� EP G77.50 ECTIONTO �3+1 Dispenser ;� 67 p / UNDERGROUND TAN I 1 TC ,I 677.97 II EX BM I I FX. SHED I _i I - 678 y TOPOFPW I • o TO BE 55-(A)-34 ELEV 680. 181K Premiu REMOVE K H r. �n fV 682 - 683 I L 55B-(2)-1-A SILVER LAKE, LLC. #020016785 ZONED: B-2 USE: RETAIL 685 MBC LC. I i T -- I -- -- -- - TC- 684 55B-(2)-1-1 ' �; EX. EP I O i° i �I i° i i° i I i a 1 _ y #000013492 I Q 678.17-f • L® - - - L 679. _ WtLLIAM J. i �$ Proposed OffRoad r y W, 683 KETRON, ET UX ZONED: B-2 UI v SE: COMMERCIALI ° i Diesel Dispenser Ex OAR y y v #960004108 EX. TC `� / I o TpBERE/V� IEp �, i ZONED: RP •co �- �- �- "�� T� USE: RESIDENTIAL 678.62 LLi I i° i i° i i° i i s Y 679 I EX. EP I (yid 1 �a 41 678.64-�'I o_ �- m ---- o - - b � I Y - i CANOPY v Q i w I HEIGHT W W I EX. TC m o nts io 14' CURB ri IT N y y 678.87 I _ m I �„ I ►- U ° I I Ln LU 1 I--10 �� C I �^ I ° 1 -0 80. , v y I1 1 I p41 I O I 1 W~ moo__ * n, y- 55B-(2)-1-3 ., I 1 I �n Ke sent _ _� I v I I I� spenser sP so3X 1 MTJ y L J 682 ROGER A. W m I 1 W_ GRONDIN, ET UX I I ° I L--- � #030017204 EX. TC y v1 2 1 , i, 679.0 Ii PROPOSECp RAMP C y 1 �o - 41 n) ZONED: RP 36.00' ROAD �q� 80,4, = USE: RESIDENTIAL _ I EX. EP I 6so.� 68O f, W y n I 679.42�,1 17' O EASEME I TO B DEDI TED I STD RI-1 I C TO R W � DIN ly y STOP SIG S�• ' / DO w 61 �I o I ¢ 6 -- --- -- - y N EX. TC I R5 I O tn 679.3 I i TB I I41 o I I #1 I,' THER APLAS IC �------ W y NI Pro ose y y 68v I 2 STOPJAR EX. HOUSE I '-I TO BE REMOVED 4535 SqF �- .00, y W I I T ,. I I �-EX. C&G WI TC I Conven• nce I W y W `f I �so.o Store I 6 y of �r'R O 55B-(2)-1-5 s RETAINING O FF 681 EX. TC I gyp, 01 TC DUMPSTER AD p. - - _ __ _ __ _ _ J + y � ROGER A. 679.42 I WALL & ENCLO URE 11. v 001 680.0 C GRONDIN, ET UX 2ft CURB 6>9 �� + #030017204 I EX. EP T 680.8 x .� 14y 679.47 �- 0 ZONED: RP 1.0 y USE: RESIDENTIAL �� N S8 0 5'0 @ 1.04o SLOPE 41 ------ A LF I 682 1 .31 5 AZ er ss ,y 55-(A)-34 (ALL DEVELOPED) -� A � MBC, Lc. GRADING PLAN C o #000013492 \ 00 ZONED: B-2 1 " = 20'-0" I AUSE: VACANT o 00 A 20 10 0 20 40 60 Mx 71.0 TELEPHONE PEDISTOL TR 1 %6" WOOD r-[7KI(1r pn n nnrr TR 4%4" POSTS @ 5' OC MAX r c c STONE CONSTRUCTION ENT:?-,'--, NCE 70' MIN, EXI_:T.NG 1 A � .3' 1 A' :,:, ENT 5:1 70 FILTER CLOTH g• MIN. A MO!2JABLE ONAL) PERM SIDE ELEVATION GROUND 12' MIN.+ 70' MIN. B WASHRACK F_ (OPTIONAL) L VDOT k1 I ( POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS nocRATION PLAN VIEW ^.. - - SECTION A -A REINFORCED CONCRETE DRAIN SPACE SECTION B-B SOURCE: ADAPTED from 19_83 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 4" I �- O ,. • , • 4 411 A. a ••A • A. Ttsa bottol. ;J the Curb and uttor ma, ; +,onslrucled I;LLarollrul ty I alopa Uf aub- �•_}- 2'-O• surfoeo Ce ses provided a minimum _.,th of 7" is R ..11lIt.11 AL r: This area moy be comrele at the option of the con+roctor This curb is to be usod when design spead is 40 MPH or less on Rural highwcys and 45 MPH or Inns 0 devslopod uroart &suburban arewi. We: Comb. arb 8 gutiet hovong o&* of 300' or l.as (c�oN tcoca: of cu, . i.hdl he paid for as radial c.,: r:o+nahc+ urb Ik qutttr. This item may be prscast or cost i11 pWce. Concrete to be Goes A3 if cwt WI ploce, 4000 PSI 0 precast. CG-6 COMBINATION 6" CURB .81 GUTTER IN I-ERIOR DUMPSTER GATE ELEVATION NTS > r- -t 6 12/20/0FJK PER COUNTY COMMENTS 55B-(2)-1-5A 0 •i=. ti,. 1�'� r 1 , z �I; ,u ;�,_� 5 t2/t2/o FJK PER COUNTY COMMENTS ROBERT W. -��� '� 4 tt/tt/o5 FJK PER COUNTY COMMENTS 'gyp I(ECKLEY s �'c� s DB 373, PG 228 v y'- 3 10/24/0FJK PER COUNTY COMMENTS �f,<< ," ZONED: RP 1tJ;�r:� 2 9/9/05 FJK COUNTY SITE PLAN SUBMISSION 1� • USE: RESIDENTIAL 1 1 8/3/05 FJK PER VDOT COMMENTS NO. DATE BY REVISION TR 1 %6" WOOD FENCE BOARDS --\ TR 4%4" POSTS ® 5' OC MAX CONC. SI i EXTERIOR DUMPSTER GATE ELEVATION NTS 1TLE GRADING EBcS PLAN r GAS MART ROUTE 7 WINCHESTER, VA Keith Engineering, Inc. P.O.Box 113 Crozier, VA. 23039 (804) 784-3633 (804) 784-3669 FAX E-Mail: JKeith46200aoI.com AS SHOWN E4 25 05 WH BY B TF CKED BY FJK 1,3241 20E-,3 SH TS sl I I I I EX. C&G I TO REMAINS 55-(A)-34 MBC, LC. #000013492 I ZONED: B-2 USE: COMMERCIAL I I ADD 1 %2" PAVEMENT TO EXISTING ROAD—/ I I I I I i I I I I I I 55B-(A)-6 SMITH, JOSEPH C. 1811 BERR`i'VILLE PIKE 4.96 AC. I STD R1-I ( STOP SIGN--4 CURB CUT (TYP� M NI _I� //—EX. C&G (� wl NEW 50.00' o R/W r, o� O �i RETAINING m WALL \5 ��) (3,. , Irl 11� 1.315 Acres 55-(A)-34 ALL DEVELOPED) MBC, LC. U ILITY PLAN #000013492 ZONED: B-2 2 O' _ O " USE: VACANT 20 10 0 20 40 EXISTING 10" WATER MAIN N 58 ° 1 - 95, 77' EX. MH D-27 INV OUT - 678.64 7-1 1 55B-(2)-1-A SILVER LAKE, LLC. #020016785 ZONED: B-2 USE: RETAIL EX. MH D-26 INV IN - 668.6 INV OUT - 668.1 11 55B-(2)-1-1 WILLIAM J. IIKETRON, ET UX #960004108 ZONED: RP USE: RESIDENTIAL II II 55B-(2)-1-3 I ROGER A. w GRONDIN, ET UX o #030017204 m w ZONED: RP LL II USE: RESIDENTIAL w i I wn 47.00' 4ww� EX. 8" SEWER PIPE by cask c'ed SpR 21 qas'-(041 bell t6' bend /_L^ell edepter 3' minlmurn �Sr.'R 21 gaskelfd 13PI125 8' x 4'' pica and fit'Jngs SCµ 40 gasketnd bell wye Solvent ,mold cap I Property line l 35, min. location rnarker cover steno - .........:::.::::::.::.'.. I— T- , 4" pipe at 2.00% m,nirnum grade : SEWER LATERAL ran n u n In I Ivnn-r I r-f-M irn i t rT f-%n I rcc SEWER LATERAL (TO PROPERTY LINE) TO BE INSTALLED BY FCSA II 55B-(2)-1-5 ROGER A. GRONDIN, ET UX #030017204 ZONED: RP USE: RESIDENTIAL w 55B-(2)-1-5A ROBERT W. KECKLEY DB 373, PG 228 ZONED: RP USE: RESIDENTIAL METER BOX and COVER METER SIZE METER BOX METER BOX CCVEA 74M32CRG A32HH T 5;8" x ala' or 314' 1 B in Cia. Nor•-W`lc Tratflc 1' 24 in. Oie. Non•Tratfc I MC3C (Frame) WITH RML 1-T (Top 11d) - rra!fic MC-30 (Fume) WITH RML-12-1` (Top U� rreter box and cover 5 ft - 18'-21' nlshed grade T stone surrounding box i to" \� 1" CT5 polyethylene tubing (arn 200 �j psi with SS inserts at al I conroctions saddle with �\ Corp step Coposite Side 12 gauge insulated ccpprr wire for ine t-acing, taped at 10 foot inter✓als treated 2"x 4• with top 6' painted blue 'Inlshod grace S Same Side 1`couprng (Pi X F::') CIA-" 4Ih SS ?nor m' %41P onric CLg CCPPERSETTER moist size Opposite Side Sarno Sid@ 5r81x3/4' , VBHC72-18W044-14E'A VBHL92.1CW0-44-44-B4 aid' I VP-HC72-i0WL)4444-B4 VSHC82-1nWD-44-44-t3 1' VEHC74-15W0 44-4-4-84 ' N'A INSTALLATION N07Es. 1. Exaci location of meter box assorbly to 0o approved orior to instaliaton. 2. `.Vater servim crossing stteec: a) Encase :n 3' d+ameter 9CH40 PVC or SDR21 P pe. The piping shwlt run fmm One toot boyond sidewalk, across ;he st•@et, to one foot beyond sidewalk. b) Irstall 12 gauge tnsuiated ccppw wire (for line tracing) from Corp, stop to into the meter box [wrap wire around Co p. stop, wire to be :aped .c too cf PF I at 10 toot intervals: come up ;nto meter box and terminate to el w1h angle cal+ valml. treated 2'x 4" with - top 5' pairted gree^ 7 1/10/06 1 FJK PER COUNTY COMMENTS 6 12/20/0 FJK PER COUNTY COMMENTS 5 12/12/0 FJK PER COUNTY COMMENTS 4 11/11/05 FJK PER COUNTY COMMENTS 3 10/24/0 FJK PER COUNTY COMMENTS 2 9/9/05 FJK COUNTY SITE PLAN SUBMISSION 1 8/3/05 FJK PER VDOT COMMENTS N0. paTE BY REVISION 5/8" x 3/4", 3/4" AND In METER INSTALLATION EX. MH D-2 5 INV IN - 666.89 INV OUT- 666.79 Frederick County Sanitation Authority CONSTi2U12TION NQT IFS 1. The Authority's Water and Sewer Standards and Specifications arc mailable at wwvv.fcsa-water.com. 2. The %cater and sanitary scwe�r portior of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall me-., all Authority requirements. 4. The contractor shall Coordinate with, and arrange for inspection bv, the Authority. �. The cont actor shall tic -in a new sewer line to an existing manhole by core drilling the manhole. 6, When an existing water main is tapped for the installation of a new line: a) The Authority hall famish all lal'or and material, b) The contractor must: 1. make application and pay deposit 2, mark the tap location 3. coordinate installation with the engineering -assistant. 1. Exact locations of water and sewer scr<ices on new lines are to be coordinated with the Authori�' n inspector. ~, The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Deforc a permanent meter is installed: a) The meter bus, with its frame and Cover, must be properly aligned with tine coppersetter. b) The frame and cover shall be set to final erade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) Ail components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the serice lateral is to be coordinated with the Authority's engineering assistant. b) An Application for Ser%icc must be made and fees paid before work will begin. c) The Authority shall furnish and install all 518", 314" and 1" `,eater se,vfces. d) For all 1 1%2" and 2" water services, the Authority shall make the tap and bring the piping 'n the pmpe-ry line. The contractor shall furnish and install the meter vault assembly. "The Authority will install the meter. e) The Authority Nitl install all scwez laterals. 10. anv water service line must have a backflow prevention assembly (double check valve or R.PZ, a, required). The asscmhly must meet , SSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow- prevention assembly (detector double check valve or RP7, n-- required). The assembly shall meet ASSE standard No.1048 or 1047. Any exterior, pri-mtely owner fue line shall also have a fire service meter. This assembly shall be installed immediately before the backtlow prevention unit. Radio read rerrintes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and back -flow 4revention devices, and avvrove the designs and matenals. SHEET TITLE PROJECT NO. UTILITY PLAN SCALE SHOWN DATE 42505 PROJECT GAS MART ROUTE 7 DRANK BY B TF CHECKED FJK WINCHESTER, VA DRAN9HG NO. Keith Engineering, Inc. P.O.Box 113 Crozier, VA. 23039 1324 (804) 784-3633 (804) 784-3669 FAX E-Mail: JKeith4620®aol.comOFSHTS . _ . s..�i-.6's�:.+.. .w,+m.�riw.�.J�.�n�.°.b'. r;:��:,i.3�sa�•'+t�.'� �' Jti':�°.,�.�'�,sa`�.;:��„ •w v�4`- yyq-, _:.•Ir#iY:.... PARKING SCHEDULE EXISTING BUILDING SQ. FT. READ. SPACES CON VENCE STORE 4,535/200 23 SPACES PROViDED 31 (INCLUDING 2 HANDICAP) TRIP GENERATION PER ITE MANUAL 8 PUMPS 4,550 SO. FT. (GROSS) WEEKDAY TRIPS lam -gam 80 4pm-6pm 110 AM PEAK HOUR 85 PM PEAK HOUR 1 1 n 51-,B-(A)-6 SMITE:, JOSEPH C. 1811 BE�?RYVILLE PIKE 4,96 AC. DITCH (TYP �\ 2 0 EX E SED F CG-6 GRASS AREA STD R1-1 STOP SIGN 0 FLOW ARROW (TYP) Z/ 1 1"` tle' 2'GRASS BASS STOP BAR n AREA-\ .�% pal �✓ ^ \� CG-6/ GJ C 5\O END S CO \ EXISTING �`R *BM I CG-( �P 681.3 I O EXISTING UTILITY .gyp POLES TO BE RELOCATED 7�_-� ,^-• } �, AND/OR REPLACED \0a qZ 3 �4s W11 x W # y3 +set �� i u 5°3323 3� 33 I................ Na �U N8 B 3Qn�303 3�3�3�30�B 1. OWNER / DEVELOPER HIGH UP DAIRY MART INC. �0 A 10 4780-NORTHWEST PIKE , • • • AREA SS 3 33 WINCHESTER, VA 22603 C� ►f CGNTACT: MR. LAI L ��• �t� 3 EX WM BOX TEL# (540) 877-2622 ASSEMBLIES TO BE ABANDONED PER RETAINING JONES & FRANK FCSA REQUIREMENTS WALL- 3130 E. BRIGSTOCK ROAD ` PROPOSED MIDLO HIAN' VA 23113 1' WATER METER TEM '. 6 D EL# 804 794 _0771 CURBING ONE GAS MART ASPHAULT i AX# 804 794 0771 � W Y SIGN PAVING CONTACT: FRED ROBINSON 25 Ln GEL# (804) 720-6903 BUILDING BUFFER EX. C&G RESTRICTION 2. ENGINEER KEITH ENGINEERING, INC. TO REMAIN Lu LINE P.G. BOX 113 EX o� ITTINGS SHOWN ARE EP m/ DON EfR CONNECTION TO __ , -_-3+ 1 Dispenser- / CROZIER, VA 23039 m SIGN UNDERGROUND TANKS PH# 804-784-3633 N -- - I BM . z � ZE)�.SHED TO P G F P W p' --- TO B E --------- �. 3. TAX PARCEL TAXPARCEL# 55-A-37 ELEV 580.4 . . . . . J BK romium _ REMOVE - ORIGINALLY 55-(A)-35 & 36 & 37 . . . . Q - 0 4. DISTRICT RED BUD 55-(A)-34 Q o 5. ZONING g-2 MBC, LC. - _Proposed OffRoadC PAD UNDER A.Y ONC. U DER 6. WATER COUNTY #000013492 N o� �'r Diesei Dispenser Ex oqR SEWER ZONED: B-2 w o CANOPY- �1 x 108 TO13 REMOV COUNTY X o o m 3 7. LAND AREA 1.315 ACRES USE: COMMERCIAL w o o ° o 13 8. BUILDING AREA 4,550 SF 'E- 0 a 9. FLOOR AREA RATIO 4,550 / 579281.4 = 0.079 N m - - ® CANOPY 10. BUILDING USE CONVIENCE STORE/GAS STATION ul z ---- HEIGHT --- --- / 11. USE GROUP M/g - 14' 12. TYPE CONSTRUCTION 5B (INCLUDING A PORTION OF Vent U01/ OPEN PERIMETER) ADD 1 Yz" PAVEMENT U•• M > TUC URB 13. BUILDING IS TO BE NON -SPRINKLED TO EXISTING ROA •� o wL cT 14. BOUNDARY INFORMATION TAKEN FROM SURVEY . � o Go I I --I Ln RY r_R1=YIA/nLFE INC. DATED_JUNE OF 2004. c G =o A X� / 1,;. ALL �ITI[ 1T1C� 13E UivDcRGROUND AND A �'' I PI V"' COY1 ALL OUTDOOR LIGH1 INv � N , , " �, •�W � � UA SPACE � MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES �'v �� N •�•� Dispenser o �I .. m � -- m CC= AND RIGHT-OF-WAYS. oLL _ I 2' GR SS - - -'0) 16. THE SITE TOPOGRAPHY WAS FIELD DETERMINED BY KEITH RAMP AREA 1:12 SLOPE ENGINEERING 01\1 �'," PTEMBER 6 2005. 17. THE PROJECT AP-,- nr,ES NOT CONTAIN ANY WLETLAND AREAS. 18. IMPERVIOUS AREAS: BUILDING 4,550 SF 8.5% . STD R1-1 B 17' E SEMENT STOP 51GN TO E DEDICATED Proposed Lo DING ASPHALT 39,736 SF 74.4% (TYP) 4550 SgFt Doc s GR1=EN AREA 9,100 SF 17. EN TO /W O Convenience TOTAL 53,386 SF =1.315 AC CURB.Store CUT (TY?) 0 T E.........m RETAINING WALLS ARE TO BE KEYSTONE N THEIR A PLASTIC STO BAR (TYP) / 1 TYPE OR EQUAL. EX. C&G w DESIGN BY INSTALLING CONTRACTOR. • •O _ G-9D CONC TAB! E OF CONTENTS N NTRANCE DUMPSTER ENCLOSURDE_"-, SITE & LANDSCAPING PLAN SHEET 1 OF 3 r GRADING & E&S PLAN SHEET 2 OF 3 _ UTILITY PLAN SHEET 3 OF 3 RETAINING NOTE: WALL FUEL TANKS AND CANOPY SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 312 USE GROUP U (UTILITY) OF THE INTERNATIONAL BUILDING CODE/2000. THE STORE SHALL COMPLY WITH USE GROUP M (MERCANTILE) OF THE IBC. STRUCTURAL PLANS SUBMITTED FOR PERMITTING SHALL BE SEALED BY VIRGINIA DESIGN PROFESSIONAL. NOTE: 1. THE DIESEL. DESPENSER IS TO PROVIDE FUEL FOR PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 IBC FOR SPECIAL INSPECTIONS FOR THIS TYPE AUTOMOBILES ONLY AND NOT TRACTOR TRAILERS. STRUCTURE (BOLTS, STEEL, WELDING, ETC.). ALL INSPECTIONS UNDER CHAPTER 1 OF THE VUSBC 2. THE PROPERTY LINE OF THE THREE PARCELS WILL SHALL BE CONDUCTED BY COUNTY STAFF OR OBTAIN PRIOR APPROVAL TO UTILIZE AN APPROVED BE ABANDONED PRIOR TO SITE PLAN APPROVAL. THIRD PARTY INSPECTION AGENCY UNDER FREDRICK COUNTY'S POLICY. ALL EXISTING STRUCTURES TO BE REMOVED SHALL OBTAIN A DEMO PERMIT. ASBESTOS INSPECTION IS REQUIRED IF THE BUILDING WERE CONSTRUCTED PRIOR TO JANUARY 1985. A N 58°15'0p° W 95.77� ZONED: B-2 SITE P LAN USE: VACANT , 1" = 20'-0" 20 10 0 20 40 60 119.9 55-(A)-34 MBC, LC. #000013492 \: Y _.I1, _ QA 1.315 Acres (ALL DE/ELOPED) 7-1 1 55B-(2)-1-A SILVER LAKE, LLC. #020016785 ZONED: B-2 USE: RETAIL Om I I IN L1 �h. `V - 55B-(2)-1-1 _ WILLIAM J. KETRON, ET UX ZO #960004108 ZONED: RP 3 USE: RESIDENTIAL Z 0 N N �O A 55B-(2)-1-3 ROGER A. A GRONDIN, ET UX i #030017204 m rri ZONED: RP 1Q "' USE: RESIDENTIAL 2 B SHED TO BE 0 ^ REMOVED A Ln B 6' PRIVACY FENCE 2 � B 55B-(2)-1-5 ROGER A. 0 GRONDIN, ET UX A ' #030017204 1 ZONED: RP 0 t.-:� USE: RESIDENTIAL 1 55B-(2)-1-5A ROBERT W. KECKLEY DB 373, PG 228 ZONED: RP USE: RESIDENTIAL i 2� SM 9.5 ASPHALT SM 9.5 ASPHALT 3" BM 25 ASPHALT -0-000 o°o( 6" 21-A/B ,'o°o° °° )' 6" 21-A/B ,�'o°o� o0 C. , STONE o°o o° �C. , STONE o°o( - - - - - - - _ 7, COMPACTED COMPACTED SUB -BASE SUB -BASE ALL PAVEMENT WITHIN VDOT R/W LOT PAVING DETAIL NTS ENIERANCE PAVING DETAIL NTS VICINITY MA? 1 " = 2, 000' 8' OC MAX 4"X4" POST 2 X4 BRACE i" X 6" BOARD GRADE BELOW GRADE * CONSTRUCTION SIDE TO FACE PROPERTY OWNER. PRIVACY FENCE DET,►IL NTS LANDSCAPING CALCS. PERIMETER SCREENING IMPERVIOUS AREA 39,736 SO FT/ 2,000 = 20 PERIMETER TREES REO. PARKING SCREENING 27 SPACES / 10 = 3 TREES REQ. TOTAL DECIDUOUS TREES REQ. = 23 TOTAL DECIDUOUS TREES PROVIDED = 23 BUILDING LINE F uwau 4" CONCRETE SLAB 1" BFF 4" #57 STONE 6" CURB SLOPE FACE �.; :.. :. 112„ ICJ COMPACTED SUB -GRADE SIDEWALK DETAIL N.T.S. 5' OC �J MAX 04 REBAR 2'-6" TYP. TIE DOWN NTS • C TYP. BUMPER BLOCK NOTE: SIGN MATERIAL MUST BE ENCAPSULATED LENS INSTALLED ON THE RIGHT SIDE OF THE ROAD R1-1 STOPS NTS STOf� STOP SIGN DETAIL R1-1, 30"x30" STANDARD 4'x4' PRESSURE TREATED POST. IF 6'x6' IS USED, IT MUST BE BREAK -AWAY. GROUND NOT TO SCALE LANDSCAPING SCHEDULE MARK COMMON NAME BOTANICAL NAME PLANTING HT/ DIA COVERAGE QUANTITY (A BRADFORD PEAR PYRUS CALLERYANA 2 1/2- CAL 200 SF 22 �B RED MAPLE ACER RUBRUM 2 1/2" CAL 200 SF 21 1Q LEYLAND CYPRESS CUPRESSOCYPARIS LEYEANDII 4' H 20 © DOUGLAS FUR PSEUDOTSUGA MENZIESSI GLAUCA 4' H 20 3Q COMPACT JAPANESE HOLLY LLEX CRENATA COMPACTA 3' H 56 APPROVED BY THE FREDERICK COUNTY ZONIN ADMINISTRATOR ZONING ADMINISTRATOR DATE SITE PLAN VALID FOR (5) YEARS FROM APPROVAL DATE. THIS PROJECT CONSISTS OF DEMOLITION OF EXISTING BUILDINGS AND INSTALLING A CONVIENCE STORE AND GAS PUMPS WITH ASSOCIATED DRIVEWAYS AND PARKING. 1^71 •tom y %t' A;r .11 cry A F. r ', t { -r-S . -- .1 - {4, P " �+ ``�rlrj`r�L,fi`O 4$ 7 2/9/06 FJK 6 12/20/0 FJK rj 12/12/05 FJK 4 11/11/05 FJK 3 10/24/o FJK 2 9/9/05 FJK 1 8/3/05 FJK No. DATE BY PER COUNTY COMMENTS PER COUNTY COMMENTS PER COUNTY COMMENTS PER COUNTY COMMENTS PER COUNTY COMMENTS COUNTY SITE PLAN SUBMISSION PER VDOT COMMENTS REVISION SHEET 71nE PROJECT NO. SI TE PLAN 8c LANDSCAPING PLAN ScAS SHOWN DATE 4 25 05 PROJECT GAS MART ROUTE 7 DRA1M! BY CHECKED B FJK WINCHESTER, VA Keith Engineering, Inc. DRAWNG NO. P.O.Box 113 Crozier, VA. 23039 1324 (804) 784-3633 (804) 784-3669 FAX E-Mail: JKe1th46200aol.com -1-OF-3 SHTS 2 ft ft 0.00ft 20ft .35ft \ I 1 SLOPE 4' CONCRETE SIDEWALK ROAD SIDE SIDEWALK DETAIL N TS C DRAINAGE SCHEDULE J Al DI-38 L=12ft MH = 3.3' DEEP TOP 676.00 INV 672.72 �TO A2 41 LF 15" RCP CL III @ 2.0% INV IN 672.81 INV OUT 672.0 Q 15" RCP ES-1 INV 672.00 03 DI-313 L=12ft MH = 3.3' DEEP TOP 676.00 INV 672.84 "iTO® 45 LF 15" RCP CL III @ 2.0% INV IN 672.89 INV OUT 672.0 A 15" RCP ES-1 INV 672.00 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POST^ ?i'^ A 4"x4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. r � FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. �EXCAVATED SOIL �eee�.44 Jill IIfI� FLOW Ilf• -III EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC -_-i WIRE SOURCE: Adapted from Ipstallation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 llyant LEDGEND/El ESTIMATE CE CONSTRUCTION ENTRANCE SF SILT FENCE IP INLET PROTECTION OP OUTLET PROTECTION LD DISTURBED AREA 15" CIMP 7B TEST BORE TP EX. TELEPHONE POLE /--FLOW ARROW 55B-(A)-6 (n'P) SMITH, JOSEPH C. T I 181 1 BERRYVILLE PIKE 4.96 Al DITCH ITYP\� EX EP- G N� 0 G., G 5 V b6) R�G�N Z 9 2' G RAS ARE PROPOSED CG- OF co .t- 675 rD I-3 B i TC TC 676.3 _TC 676.5 TC TC s P Rspj� v7v 676. 13 I q2 �Iv 10 5.85TC 0 5, 11 3 r / / 676.40 TC / TB 676. 0 RETAINING I / WALL 10,EX. TC / I 70 675.17 PROPOSEDR5•00' Q b15I Cl I TC _ TO REMAIN / I 676.70 CE / 1 25 25' of BUFFER f TC EX.677.02 -�_ EX 0p I 6 .05 677.50 ITTINGS SHO v77 Ir _ _ _ _ t I TCOp, 678.5� ECTION TO EP ` UNDERGROUND TANK- - - - + 1 Dispenser I I 67 . I� N i I I I TC i SHED I v EX. TC gr,� I c EX I 678 y l 677.97 " I 1 (� • o TO BE TOP OF PW 55-(A)-34 ELEV 680. 1 I SK Prormiu REMOVE 1 7-1 1 55B-(2)-1-A SILVER LAKE, LLC. #020016785 ZONED: B-2 USE: RETAIL N 682 683 684 685 IC �I l 1iI T I �lo1�l M__ RETCC - 55B-(2)-1-IMBC LC.bl ° 6EX.E$ �1 7WILLIAM J. .79,#000013492 678.1� �I I Proposed OffRoad ZONED: B-Z KETRON, ET U X y SE: COMMERCIALI Diesel Dispenser TOExGA 4 10 o #960004108� 4/EX. TC S VEp ZONED: RP T678.6Y USE: RESIDENTIAL L EX. EP I N -- - -- _ _ _ y I Qj 678.E I O V N1.r1 j Y CANOPY y' I � I nts 1 �o i HEIGHT EX. TIC (� m LU j 1 4 'CURB 678.87 I I m I r„ I N y I I U I I 41 -D cLJ 10 �--8 'I 80.0 O y I � 1 LiJ I � O 55B-(2)-1-3 I N I O Ke seas sP E v° L y l y 682 ROGER A. U N 1 Spenser ao y I W o I ��� GRONDIN, ET UX - - - #030017204 EX. TC PROPOSES RA C y I y m ZONED: RP 679.0 36.00' ROAD �C` - 80. o rn rc �A '� N USE: RESIDENTIAL EX. EP I 680.7 y l y m I 679'42�J 17'l EASEME a14 I � I TO BE DEDI TED y W - ---STD R I -1 I C / STOP SIG TO R W ADIN q. ly .v 67 S Do y L I 6 y d- EX. TC I R5.00, I - - - - y y � 679.3 I TB I CC)#1 THEIR PLAS IC y W STOP JAR Ex.IlousE Pro ose y + y 682 TO BE REMOVED 4535 SqF .001-1 y y I X. C&G wl TC I Conven%*fe Tof 680.0 7---1Sto1 6 y y y y EX. TC �S of RETAINING FO FF 681 55B- Z 1 5 p0• oI TC WALL DUMPSTER AD p. _ - - _ __ _ _ _ _ _ _ -1 y y ROGER A. 679.42 �I 680.0 & ENCLO URE C W ; GRONDIN, ET UX o� 2ft CURB I EX. EP G�9 680.8 x 4. ., #030017204 � T 679.47 - o ZONED' RP 1 EA 140 LF 2 EA 2 EA 1.2 AC 3 LF 2 EA 4 EA G8 USE: RESIDENTIAL - @ SLOPE l 6$2 1 .315 Acres I 55-(A)-34 (ALL DEVELOPED) -� o # 00013492 GRADING PLAN � ZONED: B-Z 1 " = 20'-0" c t JJL. V t �`r % 20 10 0 20 40 60 M� 71.0 TELEPHONE PEDISTOL TR 1 "x6" WOOD FENCE F" A 1 " TR 4%4" POSTS ® 5' OC MAX C_ .r.rsr•�r•r..r.:.r.a•r•r•r•nt•r•rx•t�r�r�t�r•�. 1=11 II-11=11 11;,11,�,� �r�i�r•�t�r.�r•���t�t�r�r�t�t�r�r�t�r�r�r�t�t�r•�a�'- II If 11-11 II n=K�l•! °;I�7�7 N mil! lei �l�f•! ' • �• SECTION A -A KUM LIKUl l.11.1146 I t LKH1114 JYNUL SECTION B-B SOURCE: ADAPTED from 1983 Ilatftd StandardControl, and for $l erosion and Sediment Coand Va. DSWC Plate 3.02-1 �a"� 'R I' 1' 4. .: ;�.' •' _ _ The b orforn of the curbs Land -p • �- �- �- . gutter may be constructed parallel to the slope of sub- �. _I 2'l surface courses provided a minimum bepfh of T" is This ores may be concrefs morntorned. at the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or Note: Comb curb 6 putter liming o rodfus less in developed urban d suburban of 300' Cr kss (ofonq face of curb) shod areas. be paid for as radial combrnotion curb 81 gutttr. This item may be prows! or cast in plots. Concrete to be Gass A3 M Goat in place, 4000 PSI rf precast. CG-6 MBI ATION u CURB & GUTTER INTERIOR DUMPSTER GATE ELEVATION NTS �� 55B-2-1-5A �e f- L�• } 6 12/20/0FJK PER COUNTY COMMENTS ( )r: a" 5 12/12/05 FJK PER COUNTY COMMENTS ROBERT W. �° 1-ILA-• °u'= � ��• r� '� 4 11/11/05 FJK PER COUNTY COMMENTS GAS KECKLEY f ;' , 5108 -1 ��yP 3 10/24/o F,IK PER COUNTY COMMFnITG DB 373, PG 228 IV, ��� ZONED: RP r 1(Jtr� j., �� 2 9/9/os FJK COUNTY SITE PLAN SUBMISSION USE: RESIDENTIAL 1 8/3/05 FJK PER VDOT COMMENTS NO. DATE BY REVISION TR 1 "x6" WOOD FENCE TR 4"x4" POSTS ® 5' OC MAX CONC. SI EXTERIOR DUMPSTER GATE ELEVATION NTS 0 I CD I cV SHEET TITLE PROJECT No. GRADING El PLAN SC41 SHOWN DATE 4 25 05 PROJECT GAS MART DRANK BY TF CHECKEDBJK ROUTE 7 WINCHESTER, VA DRANINO N0, Keith Engineering, In C. Px „3 4 Crozierer,, VA. 23039 1 3 2 (804) 784-3633 (804) 784-3669 FAX OF E-Mail: JKeith46200ao1.c;cl _SHTS k f I 55B- A 6 SMITH, JOSEPH C. 1811 BERRYVILLE PIKE 4.96 AC. SP g1 � I i I I EX. C&G TO REMAIN• 55-(A)-34 I ELEV 680.4 MBC, LC. #000013492 I 3 ZONED: B-2 USE: COMMERCIAL 0 W N rV I ADD 1 Y2- PAVEMENT U TO EXISTING ROA ,N L- m O I I N V) 0 _y N U I ry IiJ m I PROPOS I 3C-.00' RO I I STD R1-1 I STOF' SIGN — CURB I CUT (TYP}-- I u n rs I X. C&G w NEW 50.00' of R/\X1 o I I NI III O vi RETAINING to WALL 55-(A)-34 MBC, LC. #000013492 ZONED: B-2 USE: VACANT EXISTING 10" WATER k N' f 5'00, W 95 1.315 Acres .77' (ALL DEVELOPED) 1 " — 20'-0" 20 10 0 20 40 60 EX. MH D-27 INV OUT- 678.64 7-1 1 55B-(2)-1-A SILVER LAKE, LLC. #020016785 ZONED: B-2 USE: RETAIL jpb� EX. MH D-26 INV IN - 668.6 INV OUT - 668 II 55B-(2)-1-1 WILLIAM J. IIKETRON, ET UX #960004108 ZONED: RP USE: RESIDENTIAL II 11 55B-(2)-1-3 I ROGER A. LU GRONDIN ET UX c #030017204 LU ZONED: RP II USE: RESIDENTIAL i" X LU II I 1 \ /ram r-'% A A I T / — I . • . r-- — —. — . . — r.---- . . . 47.00' EX. 8" SEWER PIPE I word cap property line location rnarker 351 min. cover stone I a' pipe at 2.00% 1..:� ^•i nimurn grade t; .. r.. .. SEWER LATERAL r-nn R A A rw 1 \ VIITr r r/1\ /r-n 1 r- r-•T 1-% l 1 r-9-9- SEWER LATERAL (TO PROPERTY LINE) TO BE INSTALLED BY FCSA II 55B-(2)-1-5 ROGER A. GRONDIN, ET UX #030017204 ZONED: RP USE: RESIDENTIAL 55B-(2)-1-5A ROBERT W. KECKLEY DB 373, PG 228 ZONED: RP USE: RESIDENTIAL treated 2'x 4' with . top T painted green METER BOX and COVER METER SIZE TMETER BOX METER BOX COVER 5,8 x 314' or 314' I 18 in Dla, Non -Trade 74M32CRG Trattic A32HH-T 1' 24 in Die. Non -Traffic MCA (Frame) WITH RML 1-T (fop Ltd) Traffic MC-33 (Frame) WiTH RML-12-r (Top Ud) ••+--sidewalk ----� 18'-21' nished T stone grade surroundings box .. N BIA i I 1'' CTS polyethylene .:. ` tubing (PET) 200 �j psi with S8 inserts at all connections .. saddle with Corp stop Coposile Side 12 gauge insulated copper wire for .ine tmcing, taped at 10 loot intervals treated 2'k a' with top 6" painted blue flnlshod grad 1 Some Side 1"couplIng (PJ X F+P) C'4" With SS inArxt sm,, MIP plastic dug COPPER_SETTER meter size Opposite Side Same Side 61W x 3/4' VBHC72-ISM-44-44 84 VSHC82.10WO-44-44-134 314' V6HC72-18W0-44-44-B4 VSHC82.18WD-44-44-13` 1- V5HC74-15W044-"-B4 RIA- INSTALLATION NOTES. 1. Exact location of meter box assembly to Do approved prior to installation. 2. Water service cross!ng street: a) Encase :n 3' diameter SCH40 PVC or SOR21 0 pe. Th e piping shall run from one toot beyond sidewalk, across the street, to one foot txyond sidewalk. b) Install 12 gauge insulated ccppw wire (for Hne tracing) from Corp, stop to into the meter box [wrap wire around Corp. atop; Wire to be :aped :o too of PET at 10 toot intervals: come up into meter box and terminate level w1h angle calf valve]. 5/8" x 3/4", 3/4" AND In METER INSTALLATION X. MH D-25 INV IN - 666.89 INV OUT - 666.79 Frederick County Sanitation Authority CONSTRUCTION NOTTS I. The Authority's Water and Sewer Standards and Specifications air mailable at uvnv.fcsa-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Wat,,r and .sewer lines are to be construct Ad in ascendance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. .. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall famish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering-assistan:. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its Emme and eovrr, must be properly aligned with t-'-e coppe:setta. b) The frame and cover shall be set to final erade. c) The distance bet veen the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. b) An Application for Service must be made and fees pairs before work will begin. c) The Authority shall furnish and install all 518", 3/4" and I" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the r=cr vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have 2 backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet AS SE standard No. 1015 or 1013, 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No.1048 or 1047. Any exterior, privately owned fire line shall also have a fire senice meter. This assembly shall be installed immediately before the backflow- prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire SMice meters and backflow nrerention devices, and auarove the desi=s and materials. SHEET INTLE UTILITY PLAN PROJECT "a �s SHOWN '� r ,4� E� GA i"� r ar nr •.;�-- i':^� +.+''► l/ � � .r i �rCJ v �' 't' I DATE 25 05 PROJECT7 GAS MART ROUTE 7 WINCHESTER, VA 1/10/06 FJK PER COUNTY COMMENTS CHECKED BY FJK 6 12/20/o FJK PER COUNTY COMMENTS 5 12/12/05 FJK PER COUNTY COMMENTS Keith Engineering, Inc. P.O.Box 113 Crozier, VA. 23039 (804) 784-3633 (804) 784-3669 FAX E—Mail: JKeith46200aol.com DRAWING NO. 1324 OF SHTS 4 11/11/05 FJK PER COUNTY COMMENTS 3 10/24/0 5 FJK PER COUNTY COMMENTS 2 9/9/05 FJK COUNTY SITE PLAN SUBMISSION 1 8/3/05 FJK PER VDOT COMMENTS NO. DATE BY REVISION r_ ___ _ —— _ _ _ -—- — . . _ _ . . �< �- t � � �. a i � =1 .�: