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HomeMy WebLinkAbout003-96 Negleyland (Paul Negley) - Backfile43-A-99 EMMA S. DUNCAN GENERAL NOTES ZONED: RA 1. The property } (leiincated on Ihis plan is located between Intersiatc 8l and Roule 661(WeIIloavn Road) in fhc Slollewall USE: HIGHWAY ROW 1- 81 RA Magisterial Districl of Frederick County, Virginia. _- ____ 730 .___728 _726__ 724 --- 121 PROPOSED GRADE 6" 2. Owner/Developer: L 52 DIP - - - -� 720 1 per: 718 EXISTING GRADE WATERLINE 'ail Negley lei:(54Q)G65-2792 ---_--NO WORK SHALL E �OACH - -- - _-___--_-- ` 8" CL 52 DIP 1650VallcvAv�rtuc \ Winchester, Vie rota 22601_ ON THE LTD. ACC S R.O.W. / W T 3. Designer: �- ---- � / - `- 36 M N. COVER Lewis & Associates %`� \ • �. P.E CO. / ' 1 710 24 East Piccadilfv Street \\ ♦♦ x -- -_- ' • 18a i I Winchester, Virginia 22601 lei: (540)722-9377 ♦ 193.66 1196.32 , .:�.x EXISTING 8" 4. The sub ect consist ofapproximately roxinaately 3.5704 .acres, Tax Ma No. 43 A 52, and 2.3986 acres. 'i'ax Ma, l properties pp p (( )) ! \` 1300WATERLINE No. 43 ((A))52B. \��\\\ �♦ 43-A-52'B � I . 10'x10' TR �H J / 12 MIN. 5. Boundary information produced by others. 2.3986 ACRES EA p" 15' SETBACK \ ♦ S % VIRGINIA GIANT, INC. RECEPT. AR / � 1 ♦ > CLEAR 6. site Data: \ ♦ c� 1 J w 705 ZONING: B-3 \ ♦ ZONED: B-3 / 1 , \�\♦♦ 90 USE: PRIVATE VEHICAL STORAGE dt REPAIR l\ / �� 10'x1�0' TRASH :' I ) _j USE: OFFICE/EQUIPMEN"I STORAGE 'f RECEPT•. AREA�SEE SHT 4' �' Q FRONT YARD SETBACK. 50' •. I 1- r m \�� \ GRAVEL _ LUAQING . AR ` \ I � Z �, SIDE YARD SETBACK: 15' \ \ / I / 6.. COMPACTED 21 A ` . 'U? Q Q 5. w RF_AR YARD SETBBACK 15' \ \ I - _ �N MAXIMUM BUILDING HEIGHT: 35' \\,� ,� BUIL G 1 t ,� to EX. BLDG ` - - - iv • j� N 2 �� 700 TOTAL, GROUND FLOOR AREA: 10.664 SF �� \\\ ♦ OFFICE/SHOP i I L L� I N G 2 8LLjLLI - e I FAR: .041 \� ♦ �, \ 6600 SF , OFFICE/SHOD r fr 1-Q \v ♦ \ \\\♦ + / �` HEIGHT=18 4064 SF \ °� w -,� The site is not within the IlN) year flood plain. i ♦ �\\\ t; / HEIGHT=18' \ in i� z /� axe o i 00 Q = Parking Tabulation: ♦ \ \\♦♦�9�%p �// �, -�� ��� �w Building#I: Building#2: \ C / SHAD TREE(TYP) X I 00 - Office/Vehicle Service Office/Equipment Storage SEE MOTES o� \ \ \ r �'C 0 toX Ln �/- - -- 716 DATUM �LB'P oo + - + 6600 SF gross area 4064 SF gross area 4374�vc O .8%/ A' \ 0c / / B8b�� 864 SF net officearea 864 SF nel office area / \ ® D / I space per 251) SF office I space per 250 SF office �a 0 - / / 4 spaces req'd 4 spaces rcq'd ♦\\\ / v v� _ I service bav I space/employee SE OTES � \ `^ r 3 spaces/bay = 3 spaces req'd 4 emp. = 3 spaces req'd \ �s QTT 9 P. O 10'X18 a ` / i'olal spaces req'd - '7 i'olal spaces re(j d = 7 43-A-56 \ ,Q• 1 SP. 0 12'X18' / A rn J / �� +©� 1+00 2,+00 Spaces provided=l8 incl/I TIC Spaces provided=8incl/I HC KdcJ INVESTMENTS ♦� \ ^ ^ti �� 1 ZONED: M-1 ♦\\ \ � -'- \ � •� \�-- '� i L , � i' / /Sr 1 \ \ �� \ - - " - - / Landscaping Tabnlalliow USE: COMMERCIAL \ \ X / _ _ _ - - - _ _ WATER LINE PROFILE Rcq'd-I shade lice per 40' of parking lot perimeter phis I shade tree per 10 parking spaces: \ - \ Building #1: Building #2: 714 \ \ - �- o• a a!• via TEL it cv \ � �'� � � SCALE: \ itt FM. no A w/Awe 4(a perhw = 254'-6 Irces rcq'd Perim = 122'-3 trees req'd \ HORIZ.: 1�� = 50 spices = 18-2 frees rcc d s races = 8-1 tree re d \ \ 1• ttIAll3t SERNCE LINE / t5`- spaces 1' 1 � q' \\ / vat _ - - - - / `pt�` �'I��' 43-A-5DA VERT.: 1 = 5 Shade trees provided - 12 Acer rubnun Red Maple 1" to 1- 1/2" cal. s f,. / PENBERN WINCHE'STER LTD. °' °' F" 9 ZONING DISTRIC"1" BUPI ERS 1F I TG w/A �p,F ZONED: 82 , li �•_ ee` ♦\, \ \ 1 t. ;A� USE: MOTEL/RESTAURANT Zoning, of Adjoining, Land Distance Buller Required a' WATM sriracE LINE RA NONE 714 M I NONE /_) F � � � ♦ , \ \ ♦ ` - - - _ � � B2 INAC"i'IVE: I50',AC'f1VE:50' �C11 DnM EX WAlix�PROFILE -DO OW �, � ��► '• +/ :. r , .w \ l '� mil' EX WYE, (1) E- GALE VALK, (N 9' uA* VALW INC 1 _ a ♦ \ \ 5 A • E 1 8" PVC O 1.0% \ F !i^j,a�•• \♦ \\ \ \ 5 0 _8" P40I" W/P UG I ,< --gig ' ' '� �iTa '� � \ ♦ \J\ - � � 9 � � l t •s A � � r I rya � �! . !•� �o �1 I TE 70 INiERCI �rtGE'8 • -L VICINITY MAP SCALE: I+ - 2000+ -gel -miftNe 68 \ ♦ ('93) i \ 10 JS \ \ STORM WATER DETENTION \ POND \\ Nt \ \\ ♦ - CONSTRUCTION NOTES I. The existing utilities shown on Ihcsc plans arc based on available information. Tile CONTRACTOR 0-11 he f'ji bP©SEp 4 X6 )C►0'H SIGN \ _'� responsible for determining the exact location of all utilities before commencing work and for ally damages which occur by the failure to locate and preserve Ihesc wilities. if the CONTRACTOR should encounler utilities other Than Ihcsc shown om Ihcsc plans. Ilse CONTRACTOR shall immediately notify file engineer and take iteccssuy and proper steps to protect file facility and assure the contimlauce of service. 2. The contractor shall have approved construclion drawings prior to the start of constnuclion. At least one copy of apgxoved plans and revisions shall be kept on -site at all tinles. Cut and fill slopes are not to exceed 2-horizontal to I -vertical wales-, otfacnvise called for on the plans. 4. Drainage stniciures called for oil the plans refer to standard VDO'T' sfnictmes. Precast drainage structures previously approved by VDO F may be substituted for standard cast -in -place imils 5 All radii indieafe edge of gravel , edge of pavement or face of curb as applicable. 6. Where plans call for matching exisling pavement the C'ONTRAC'rOR shall provide cut joint and/or asphalt overlay as directed by VD01'. 7 All disturbed R.0 W. monunicnls are to be replaced and verified by a certified land surveyor A the CONTRACTOR'S expense s All conslnlcliml in(] materials shall conform to VD01' standards and specificalioms Controlled Fills: A Controlled compaclion shall occur in all fill sections for pavement, Irenches for utilities, and in ofhcr areas as designaled on the plans. B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor AASH1'O=T99 or ASTNI-D698 Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from Ilse existing ground stil-face, unless olhcnvisc approved in writing by a qualified soils engineer. D. The surfaces directly bettealb areas to receive controlled fill are to be cleared, gnibbed, and stripped of topsoil The area is Ihen to be scarified and compacted to a depth O'll inches to the same density as file controlled fill to be placed thercon. E. Fill material shall be taken form approved borrow areas. It shall be clean soil, free of roots• woody vegetation. oversized slows, rocks sandv soil, or other objectionable material. 10. Blasting is not penmiffed pvifhin 25 feel of existing utilities wilhom( owner permission. 11. All storm sever pipe shall be ASTM-C76 Class III reinforced concrete pipe unless olhcnvisc called for on plans. 12. All sanilary sewer and water stipply construction shall conform to the current standards of the Virginia Deparlmew of Health anti file local regulalory codes. 13. All sanimi'v server pipe shall be SDR-35 PVC unless otherwise called for oil plans. 14. The CONTRACTOR shall provide sanilary sewer service laterals and 1" water service lines to pvithin 5 feet of building(s) as shown on file plans. 15. The CONTRACTOR shall obtain permission from the Days Inn and Econo Lodge owners to construct the sewerage facifilies. All disturbed land Shall be returned to pre -construction condition. I6. The CON'TRAC'1'OR shaft verify file horizontal and vcilical loca(iou ;,rlhe existing sanitall• sewer line at Manhole #I prior to construction. This information shall be immediately provided (o the engineer to confirm the proposed design. 17. The CONTRACTOR shall provide 12 2" to 2-1/2" caliper Red Maplc(Accr Rubnun), balled cyr. burlapped in locations shown on file site plan. Frederick County Sanitation Authority 1. All water supply cotlstmction shall conform to file current standards of file Virginia Department of Health and the Frederick Comm Sanit:atioit A tiliority (the "authority"). 2. Water service will be provided by an extension of file Frederick County water main located adjacent to Welltown Road. The proposed teeter will be accessible to the City of Winchester, Deparlinent of Public Utilities through a inutrtal agrcemcni with the Frederick County Sanitation Authority. 3 'rite CONTRACTOR shall insure that all construction activities conform to file requirements of Nic Virginia Frosion and Sediment conlrol handbook. 4. During water line installation, the CONTRACTOR shall coordinate with, and arrange for inspection by, the Au(hority. 5. 'Mlle Sanitation Aufhmih maintenance deparintent is ieslponsible for file installation of water meters. Before a perimm►ent meter is sc(. Ifiev require: 1) file frame and cover to be properly aligned with its uncles box and yoke bar. 2) the frame and cover to be set to the final g;radc of file fo(; 3) file distance between file top of file cover and file yoke bar be between 18 and 21 inches: 4) all components of (he meter box assembly to be in proper working order. It is (lie developer's responsibilily Io have the mcfer box assembly installed correctly. EX. e ow snis o (2) a GATE VALVES ! 6'• qg EX. PARKING LOT ? p �G EX. 20' SAN. ESMT. PROP. 10' SAN. ESMT EX. SEWAGE PUMP STATION \ b tti 3 fit/ TOP ELEV.= 708.47 �7120a CONTRACTOR CONFIRM 39'ER LINE PRIOR CONSTRUCTION PVC 0 p 23,3 0o, 119'-8" PVC 0)0.52% MIN 2 43-A-52A 15'-6"VC 0.52% E C O N O LODGE ot. TEE n \ 2.5 ACRES GA VALVE WINCHESTER NORTH, INC. I \ W/PLUG // �01 EX 4o'-ess 52 DIP slue ZONED: B-2 I Cap ift� B Z E X O N B 2 \ \� USE: VACANT % ♦ 4- ) � 1 k 4)"'s i S0. SE7Bq /� � `o NOTE TO FIRE MARSHAL: � NEAREST HYDRANT LOCATED ON NORTH 1/1e r" / SIDE OF RTE. 11 AT ECONO LODGE. ` \ H Q • �Rq/Nq c S78N11'15•E \ \ •��� 9.9j8ft e' WAMtME �= \ EX. PARKING LOT 714 EX 2 x 0 TAMPING REEVE ANo D�iGATE VALVE __ �'♦ _ oN EASTIN'GG1Y wATEIRL S 11 IaC• ` ` \ ` ` R11S1 SIGN TO BE MOUNTED ON S TN D � �JV0•� ��� WSP-1 POST PER MUTCD SPECS WELc _� �-�� ��`� 01, /� 0 off -- O708 At 0. q D S 706- UNPOST TA TE `- \ �`_` EX. CULVERT 43-1-51 PAUL D. MULDOWNEY ZONED: M-1 USE: COMMERCIAL � ED SPEED LiMI T R 0 TE `� _� \ '� t' 4,,�N1t1RiJ 6 6 1 704 DRAWING INDEX SHEET NO, TITLE 1 SITE PLAN 2 DIMENSIONAL LAYOUT PLAN 3 MISCELLANIEOUS PROFILES 4 MISCELLANIEOUS DETAILS 5 SILTATION & EROSION CONTROL LEWIS & ASSOCIATES PROJECT: 24 East Piccadilly Street NEGLEYLAND Winchester, Virginia 22601 LAND DEVELOPMENT Telephone (540)722-9377 - CONSUL TAN TS _ir ��►�(^. NORTH GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft_ SITE PLAN 200 LT Opp ,y r OHN C. LWIS No. 210 �k31 %iz�'S'1-910NAL APPROVED Y: Frederick Coy Zo ng Administrato ate 2 11 /17/95 COUNTY COMMENTS 1 10/25/95 REVISE BUILDING NO. 2 NO. DATE DESCRIPTION DATE: JAN 1992 SCALE: 1 "=50' SURVEY BY: PDS/F.S. DRAWN BY: L&A JCL JCL BY SHEET: 1/5 JOB NO.: 91-007 0 / N / X\\ try o � I / i 5 i / / C de 10, SE 56 00" \ / BEGIN CG-6R QP ool • � ` ��` ' 00 // 1 GRAVEL 5°' /� N `/ t zie.s 6" COMPACTED 21-A/ ASPHALT / 1 / \ 1 � F.F. ELEV.= 718.50 \ O., �/ / 'r vZ 17. sx 1 i , / P�i' moo 6,�� �/Z 0- ' CONC. VGAtiK-TC1 . CO 01�� �� ' �0 °0 4W/HC RAMP ��O i \ P�' \ � 5 R55.00 END CG-6R / 4 � o\Q 0- I ► I �t0. \� /"- %E 20' CENTERLINE DATA WA TER .' O� R � STATION BRG RAD CHORD 18.6 pp r �w' / 20 W '-15" R 0+00 S 780 21" 5" E G 0+50 52' 23.61' R20' 0+73.82 N 750 24'00" E S� >>? 2+32.12 OFFSET 30' TO CUL-DE-SAC CENTER F.F. ELEV. = 719.00 I '�� 100' TAPER PTO 0 MATCH E / GE OF PVMT. �%P � I �/' \4e� \ �� \\ R3 �\ p `v \ 6' SHOULDER (TYP) 20' DRAIN ESMT / �' oo — _ 3 15 RCP _ 70'R 12.0 a ' 60'-24" RCP / 10' CONC. WALK o e / 17. (-- / �,y�6$ 10 / W/HC RAMP ��� \ / / CG-6R // / �, �$ _�/ R50 �� 12' DECEL LANE r / TYP. / ''� 32'-15" RCP va7oe.00 � / _�_/ / a'L \ ^ / MATCH EX. EDGE OF PVMT. 17.4x 'Po \ oa.ox Tc / — �_ N42i 6'10"E / ���'� a, ��°k 1 oa.sx \ I R50' / 16.8 /' Tc ,:.� ' 32.05ft --� ��'L� �P� \ _ I 1 /O� G- ROP / 3 14.6 � v. i DOWN CURB R5 R55'� �`- — —� �/ P��� / /• �' CL X1 ,\ 09.Ox Ut OO CL X13.0 / CL 0 864.0 2 -- -- _ --------------------------------------- -- - - - - - -- — _------- -_� —---___-- N 42 16' 10" E ----------------- ---- --------------------------------------IT- -714 1 - GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 LEWIS & ASSOCIATES LAND DEVELOPMENT CONSUL TAN TS 24 East Piccadilly Street Winchester, Virginia 22601 Telephone (540)722-9377 NEGLEYLAND DIMENSIONAL LAYOUT PLAN LTH OF JOHN C. LEIS 9 .p NO. 21621 +Po S`SIONAL y" 2 11 /17/95 COUNTY COMMENTS JCL 1 10/25/95 REVISE BUILDING NO. 2 JCL NO. DATE DESCRIPTION BY DATE: SURVEY BY: SHEET: JAN 1992 PDS/F.S. SCALE: DRAWN BY: 2/5 1 "=30' L&A JOB NO.: 91-007 3 4 5 SOP=MATCH T TOP = 10.80 TOP=711.80 TOP =711.50 EX. GRADE 715 EX. GRAD 71 30" MIN. C VEIR MAX. ELEV. A7 WYE 36 MIN. COVER `r 'WA-fc_ Li► 6 68 70 ' TO FI E� TO BUILDINGS _ VERIFIED 70 450 WYE SA ADLE, SIZE TD BE FIELD 300-8 SDR- 5 VERIFIES Q 0.80 /o I16'-8SDR- w ® 0.64% > Q AP P OX. LOCATION 119-6 SD -35 239� 8 �� DR-35 J OF SAN. FW. m 0.57 0 0. 4 % w J CONTRACTO SHALL o_ MAI NT.aN A M Iry IPium 3 a 695 SLOPE of o. 'z ?a � � c J I (D = cD m o� o(Do 0go 0O0 00 0ON O Z _ j z �zz ozz n o_ o-- — Z z z z z z z z z z + � N + 9 10 + I 1 -F- 12 + 13 + 14 + 15 SANITARY SEWER PROFILE SCALE: I"=50 (HORZ.) I"= 5' ( VERT ) m_ I` tv 'I N Ki ti �i ti 720 •G EX. GRADE RMD 715 .005 % 710 -T 7 ��24'sTORM 705 W 700 a w LLI Y a X w v 3 O -� w J 3 w z o O I QM. N +- + + 0 + I + ACCESS ROAD PROFILE SCALE: I "= 50 (HORZ. ) I"=5' ( VERT. ) 2 + LEWIS & ASSOCIATES LAND DEVELOPMENT CONSUL TANTS ACCESS ROAD SECTION NO SCALE Winchester, Virginia 22601 Telephone (54o)722-9377 NEGLEYLAND -TOP OF MANHOLE AT GRADE IN PAVEMENT AREAS. SQUARE SKID PAD 6"THICK UNLESS OTHERWISE DIRECTED. TOP SHALL BE SET 18" MIN ABOVE GRADE IN EASEMENT AREAS. CONTRACTOR TO GROUT MANHOLE - COVER IN PLACE. 4 BOLTS (3/4" DIA.) -2-0" ADJUSTMENT RINGS (1 1 " MAX.) 8" MAX SET ECCENTRIC CONE �- SO COVER IS DIRECTLY OPPOSITE THE DOWN- STREAM SEWER CONCRETE ASTM C-150 —J :[l �• 4000 PSI 2" OR 16" (typ) o . PIONEER 301 MASTIC APPLIED BETWEEN JOINTS AND ON EXTERIOR JOINTS ARE TO BE SEALED SIDE OF JOINT. WITH "0" RING GASKET -�—�� ! - •, .''. VARIABLE s 4'0' �. I.D. a PIPE TO MANHOLE • o' CONNECTION TO BE BYFLEXIBLE SLEEVE INVERT CHANNEL TO PROVIDE A SMOOTH TRANSITION IN TO OUT, 3'-0" MIN. FOR ALL CONNECTIONS . 4'-0" MAX. MAX --------- ,.. GROUT BOTTOM OF MANHOLE -6 TO FORM CHANNEL __ ;t•';.; :.:..:.. ":: _, :,:;.: ::' , D/2 TOP OF BENCH - •-� �' WALL SAME ELEV. ; b•., AS TOP OF PIPE c d 6" BEDDING OF #68 STONE NOTES: 1 . Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2. Concrete adjustment rings must be used if adjustment elevation exceeds two inches. They shall have an exterior coating of bitumastic water proofing. 3. Non -Shrink grout with shims may be used for final slope adjustment. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft, or less) installations. STANDARD PRE -CAST MANHOLE DETAIL 5-1 Carefully Compacted Select Backfill O.D. —8" 8' 24 STONE AGGREGATE —� 4., CONCRETE 6' STONE AGGRAGATE CONCRETE ARCH MISCELLANEOUS PROFILES CONCRETE CRADLE CLASS -A- Carefully Compacted Select Backfill 8" 8" Carefully Compacted — Select Backfill 24' 4O.D. _ 1 fully Compacted .t Backfill (min) E (typical) I" 4" STONE AGGRAGATE CONCRETE CLASS -B- CONCRETE ENCASEMENT REPAVE TO 1-1 /2 TIMES ORIGINAL THICKNESS SAW CUT TO BE MADE AT TIME OF REPLACEMENT (typ) 14 18" W 18" s" OD I I BACKF ILL MAT'L AS REQ'D BY VDOT PERMIT (Full Depth Crushed Stone typical) 6" YDOT PAVEMENT REPLACEMENT TRENCH & BEDDING DETAILS W&S- 1 0 L' DATE: SURVEY BY: JAN 1992 N/A SCALE: DRAWN BY: AS SHOWN L&A ►� tvo.021 3//5 JOB NO.: 91-007 STAxED & ENTRENCHED STRA4 BALE 2" SM-2A ID Z• SM-2A 3" BM-2 TRAVEL AISLES PARKING AREAS 03 8" 21-A (1 0" 21-A I 2 3 "'—UNDISTURBED OR COMPACTED SUBGRADE ONSITE PAVEMENT DETAIL NO SCALE 10'x10'rW2.5 W.W.F. /4'-3000PS1 CONCRETE e ..a �, �4„ 21-A \'%—COMPACTED SUBGRADE OR FILL CONCRETE SIDEWALK AND PAD DETAIL NO SCALE - 2" BATTER 13' STANDARD REVERSE CURB a GUTTER CG- 6R NO SCALE END -SECTION 12"-60" PIPE Hub end on outlet ena-tectrons Spigot end cin inlet •nd- sectlons \ ---------- —�- X T X E I PLAN Concrete to be 4000 PSI Min C— i 7' Bar Or {Net 3 ' Sro� i r f 0i rnl rr,�mnt _ i4 D,orn•1er of 1 rC Fh F- - D - ---- ---; I- - — --- E --- SECTION x=X — — --END VIEW DIAM UIV A jL_ r t Ivey 8 LAmCly Jlvivi C D E iE 12' 4" 2 0" 2'- 0" 4'- 0" 2' 0" 15 ! 6" 2'- 3" 1'- 9" i 4-0" 1 2'- 18" 9" 2'-3" 1'-9" 4'-0" 1 3'-0" 24' 9' S-7" 2'-6" It 6%1" 4' 0" 30' I'-0" 4'-6" I 1'-7 6 1 5'_ 0" _36" _I �42" 1_ 3"i I 1 9" 5'-3" 5'- 3" 2'-101 8'-Is - 6' 0" 2 -H' 8'-2 6' 66" 48 ' 2' 0" 6' 0" 2' 2' 8'- 2" I 7' 0" 54" 2' 3 5 5' 2' 9; " 8' 2 }" 7' 6 60 2'-II' S - O" 3'- 3 8'-3" B -7NOTE Pipe ,engths snowr or piano are BUILDING NO. 1 BUILDING NO. 2 l.. 1 based on Eno- Sec Lon design {no.tn HANDICAP ACCESS PARKING DETAIL HA ICAP ACCESS PARKING DET HANDICAP SIGN DETAIL an �e left It rn contractor ar owelen NO SCALE NO SCALE NO SCALE -Culvert-- to use right t. alternate l be re shorn y - - - -- IN n nt,te tht will M re0ucea b I IN difference In dimension 0 NT. I r HC SON F TRASH PAD FENCE DETAIL NOT TO SCALE 2x4 TOP RA 1 x6 BOARD, FRONT do Bil! TOE NAIL E) W/2- 8d(EA. 2x4 MID RAI IIIII��IIIII Iillll Ilill _ - 8 -4x4 POS 2x4 BOT. R/ ATTACH RAII PROP._ GRADE_ W/3-1Od(EA 12" DIA. P0; i FILL W/CON( — CONIC. ENT. HC SIGN I r— CO-6 NOTE: ALL CONSTRUCTION SHALL CONFORM TO ABA AMITY GWDEUNES FOR BIJILDN i AND FACLnIEL NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE AWAY FROM TRASH RECEPTACLE. 12" x le SM. 12" x 6" STND SYND. U-CHANNEL POST PROP. GROUND RESERV0 PARIONO V ACCES�E SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS (ES-1) METER BOX HARDWARE SERVICE METER PIPING METER SIZE YOKE # BOX *1 METER BOX COVEN DIA. DIA. FORD NON -TRAFFIC FORD C32 3/4" 5/8" x3/4" (20 GPM) Y502 18 In TRAFFIC FORD C32H FORD FORD NO. 30 MONITOR 1" 5/8" x3/4" (20 GPM) Y504 24 in. COVER W/ RML-12 TOP LID 2 FORD FORD NO. 30 MONITOR .2 1" 3/4" (30 GPM) Y504 24 in. COVER W/ RML-12 TOP LID FORD _ FORD NO. 30 MONITOR . 1" 1" {50 GPM) Y504 24 in. COVER W/ RML-I2 TOP LID 2 `1 IN NON -TRAFFIC AREAS - 112" THICK POLYETHELENE PLASTID treated 2"x 4" with IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS top 6" painted blue `2 IN TRAFFIC AREAS - 3/4' x 30" x 30" STEEL PLATE WITH 22" DIA CENTERED meter cover OPENING AND TAR COATED BOTH SIDES IS TO BE set 2" above PLACED BETWEEN LID & HEINFORCED CONCRETE BOX - fin grade prior tg — --varies as required-- to sodding Y �- 1 ♦ L_— _ corporation meter by F.C.S.A. meter box stop-- 18"' 21' } 3" stone tfe• WrQ surrounding box I _ 36" min. 8" min water main type K copper tubing continuous without joints from main to meter NOTE: Exact location of meter box assembly to be approved prior to installation. METER SETTING PARTS kNE SIZE METER SIZE YOKE ANGLE YOKE BALL VALVE ANGLE CHECK VALVE EXPANSION WHEEL 3/4' 5,8' x 3r4' Y502 BA94-223W fifiCA94 323TD G EC 23 t' 3t4' Y504 BA94344W HHCA94323TD G EC23 1' I' Y504 BA94 444 W 111 ICA94 444T0-G EC 4 _ 30" deep angle check valve i with drain valve - angle yoke ball valve �J 6" stone bedding I` —2 ft. bamitton to 3' rtwler seltnig -- \� ":` as tegmilld i Y ••+•'"I'sce of curb •.:1' NPe K dapper IA :•::: •*-- :-?uau d guitar 3t4• type K copper for - ;:;�;.✓ single meter installation -- t' x 3t4' v, ye Dual Meter installation SJ', 3/4", & 1'r METER It,-rALLATION Figure 5 LEWIS & ASSOCIATES LAND DEVELOPMENT CONSUL TAN TS a 4 FE�t�p►n U.`t s-�.�eT Winchester. Virginia 22601 Telephone (S4o)722-9377 DETAIL I HALF PLAN �+- TYPE A �c-B w I _• _ _ TREATMENT 11 1`j- a ;� II' V -+ � b L 0-- --- �-� ; o HALF PLAN�� TYRE B L� B TREATMENT .----M'= � �*N�_..{rasp • _ t 4 6"s-+_�_j5 t NOTES R.p R;p Far mulLpe fine ,nstallol,ons D-nrens,on 0 s to go.ern the prolect.nn puis, ae 'he �n air •, Fine• .,Orr, I 1 1 rrarn(wl "redd,ng 0n any Secondary Road$ installation reavu'.'g erosion C-nirol Ireotmerr .-sit SECTION A -A 0Adrsa+l or endeechn .e spec f,ed on pone,conuruu,on is a be acc ,00rce . Detari 2 {horn abo.'• Type A or 8 treatment to De o{ specified an the Pons Typed The lap Got 'M Slone snau be gro„Iedn uccerJar.e r sec' 4.8 09. e.cepl that the portion blear me lap 6 may be [nO tad Rip Rap F ''er Cioth Bedding 10 oe .rfstWied onaer Jh .,rrs;,n ,ar.•r +.:re n ._ . e with the SPec,ficar,OnS - - - "n 30 -- - + - - — D -*- -- W • 0 - S. `6 1 L 7' ., 000 j-mow � J _ (.' . .,. R,p Pop HALF PLAN HALF PLAN Fuer Clo+n Beading TYPE A TYPE 8 SECTION B-B ♦ Use Typical Section shown on plans or norms; Side slope, bottom width, and depth of cnonnei, ditch or natural ground STONE FOR EROSION CONTROL_ (EC-1) TEMPORARY PLUG 6' ----TOP OF C.O. RECESSED 2" BELOW SOD OR I"BELOW CONCRETE. CLEANOUT ADAPTOR a PLUG RISER (LENGTH VARIES) 4X4X4 WYE SANITARY LATERAL SANITARY LATERAL CLEAN -OUT DETAIL (NO SCALE) 0 NC> NG r RE OR T r Ir1L ,..*..a 1-- ` C Ot-F AC TED SOIL TO PREVENT I SEDMENT LADEN RUNOFF F IL TEPID RUNOFF 1 1 11�-tt��11 = � �_'-��L _0 -illlr !('11 -111IR I.I' - -- I _.ce.ctc 'te Tre -h 2. Place End .take S'ra'.r 5ble3 44 is A � ipTH 3. `IeCSe .)Ole ;ire'., Llehreen Balt3 4. Back!ill and Compact the Excavated 3011 COtJSTRUCTION CF A ST'(,',`;/ BALE BARRIER Doint3 r 3hould be Nigher than Pcint 3 _ SFr _.riJT ^F cT�:`Il n'1 _ 13AaR1_FC 'rJ i:.;f"lCr'n/AY �� G/ {a Na�a SJtc 6" Minimum VDH&T #1 — Coarse Aggregate G 1�a�rlNe. •�� �Pi e GRAVEL CONSTRUCTION ENTRANCE Source: Va SWCC Plate 1.01a CONSTRUCTION ENTRANCE WITH WASH RACK / r Ditch to Carry Wash Water to Sediment Basin or Trap e!•r;brilS�:��r��M.�•.!N«•0r.r415j!�"i9�"•i��: ��!►�re� Source : Smith Cattleguard Company Plate 1.01 b 1-81 RA _ ---- _----_- 730 - — - — - - - - 728 — - -726 _ 724 --=_�'� _` _---------��= -- ��-----'---- NO WORK SHALL ENCROACH -------'-------------_'---� ON THE LTD. ACC S R.O.W. 1 » 193.66 �0 :16 720 718xfi ' 1 _ 1 ` ----�/ ; 00 N / O O oo ---716 / — - r 1 / LIMITS OF CONSTRUCTION - I EROSION !SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE _ 3.04 STRAW BALE BARRIER �B 3.05 SILT FENCE R !E III 3.08 CULVERT INLET PROTECTION 3.19 RIPRAP 3.32 PERMANENT SEEDING_„ 3.35 MULCHING TS & ASSOCIATES LAND DEVELOPMENT CONSUL TAN TS 24 East Piccadilly Street Winchester, Virginia 22601 Telephone (Sltp)722-9377 wEL L To VVII nn // l\j DAYS INN \ 708 TA TE R o u TE \ECONO LODGE Co\ \\ B2 \' Imo oof# E NORTH GRAPHIC SCALE SO 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. EXXON 200 43-A-99 EMMA S. DUNCAN GENERAL NOTES ZONED: RA 1. The proper1) delineated ore Ill is plan is located between Intcrslate 81 and Roulc 661(Welltown Road) in the Stoocwall USE: HIGHWAY ROW I - 8 1 RA Magisterial District of Frederick County, Virginia. PROPO ED GRADE 6" 2. Owner/Developer: L 52 DIP ---------- 730 - _ _ _ _ _ _ 724 _ _ cy Icl: (_ 4o)66 2792 ____ _____-- -728 __-___726 �2 �20 71g EXISTIN GRADE WAT RLINE paid 5 5- ----- ----------- 1650 Valley Avennc NO WORK SHALL E GROACH / 8" CL 52 DIP c Virginia 22601 ON THE LTD. ACC S R.O.W. W T T36- 3.Designer: , M N. COVER 710 Lewis 8c Associates f / P.E_ CO. / ' 1 -- -- 24 East Piccadilly Street ise \�♦ x ,S �i7•-fl2' E - - • • I Winchester, Virginia 22001 IcL (540)722-9177 193.66 1196.32 13 00� --X EXISTING 8 4. The subject properties consist of a proximately 3.5704 acres. Tax Ma No 43 A 52, and 2.3986 acres, Tax Ma 1 I 1 Pe PI P (( )) P - ) I WATERLINE 5 BoundaarYAltfOrrii3eation uxluccdbvolhers. �� ♦ 43-A-528 --?- �✓ F1REC 1o'T H \ -12 MIN. P2.3986 ACRES RAC p' 15' SETBACKw G. Site UataVIRGINIA GIANT, INC.EPT. AREA / t ♦ CLEAR w 705 ZONING: B-3 \�\� ♦` 4 ZONED: B-3 I �� : 1'0'x1U' TRASH \ USE: OFFICE/EQUIPMENT' STORAGE �\ ♦ C,FUSE: PRIVATE VEHICAL STORAGE do (PAIR �� / / REC�PT•. AREA�SEE SHT 4 4' ( \ > a m FRON'i'YARDSETBACK: 50' GRAVEL..LGtAQING, ARE ` Z u SIDE YARD SE'rBAC'K IS' \ \\` I 6'. CC)iu1PA(:TED• 21 A lU ' I Q Q S w REAR YARD SETBACK' IS' X / B U I L G 1 I // %" - ;� _ Ln . 3 �� MAXIMUM BUILDING IIEIGIiT: 35' EX. BLDG TOTAL GROUND FLOOR AREA: 11►,G64 SF OFFICE/SHOP p I LD I N G '2 o $ _ - 700 FAR: .041 �� ♦ F, 6600 SF , OFFICE/SH01� P� r ^ Li �¢ +. ��\ HEIGHT=18 4064 SF \ �� w �� The site is not within the loll year flood plain. 00 \\\ 1c10♦ \ a♦ ��\���♦��,\9 '�/ ♦ \ HEIG�HT=18 \_ Ln ' z Z ,\ jC, oo N ParkingTalon: C Building #I: Building #2:O\ SHAD TREE(TYP) Offtce/Vehicle Service Office/Equipment Storage SEE MOTES o I � _ ?<00 � � � � DATUM Ells V oo + + �� \ ��� /'C•0 toX o / / /--- - - 716 6600 SF gross area 4064 SF gross area ♦ �� 374' VC O .89 / M \ O C / BBF. �� 964 SF net office area 864 SF nel office area ♦. / �\ \ - \ ` _ / \ ® m Dz r / i I space per 2511 SF office 1 space per 250 Si' office - Ua m n /) 4 spaces rcq'd 4 spaces req d ut I I service bay I space/employee SEESH NOTES(� \ ^ /- _ 3 spaces/bav = 3 spaces req'cl 4 en►p. = 3 spaces req'd \ �xi 9 SID. O 10'X18' i a �` / - ' ' - - ' / Total spaces req'd = 7 Total spaces req'd = 7 43-A-56 �.,. \ ,p. 1 SP. O 12'X18' \ \ ;� J St Of ♦�� 2♦U� Spaces provided=18 incl/l IIC Spaces provided=8incl/i HC K&J INVESTMENTS ti �'�"� 1 \ m ZONED: M-1 ♦� �- -� �.- / _ - - _ _ /� 7 Landscaping 'tabulation: USE: COMMERCIAL WATER LINE PROFILE Ret'd-1 shade free per 40' of parking lot perimeter Ins i shade free per 10 parking spaces: 714 �� - .0• 1x e• FN 1E� e• Gv \ �''4 �' SCALE: Building #1: Building #2: XFf 1 E n rw/ wo 4 / " � iperim. = 254'-6 IRccs rcq'd periut. = 122'-3 frees rccl'd ♦ F. HORIZ,: 1 50 spaces = 18-2 trues re(I'd spaces = 8-1 tree rec d 1' WATER sExlncE LINE � S• �, � 1 a I� I a l� \ a PEER - _ \ t^ _ _ _ - i VER T.: 1 = 5 \ `� i rtc` 1�� 43-A-50A Shade trees provided = 12 Acer rubrum - Red Maple - I" to 1-1/2" cal. /I VICINITY (SAP SCALE:I =200d lit - rA / PENBERN WINOHESTER LTD. FM A- M' 90 ZONED: 82 ZONING DISTROC'1' BUFFERS 1/ \ % , ` `Q 4/,41 4A lAF USE: MOTEL/RESTAURANT Zoning of Adjoining Land Dislancc Buffer Required ♦ \ \ 1- WATER SERVICE LINE RA NONE \ ) \ uEM MI NONE 714 , 132 INAC-I'IVE.I50',ACi'IVE:50' �� ♦ ♦ \ \ \ !� EXYMD Ex wATER-t -BEE RNFLE' 1116 OW \ R 1 down D.I.P. Wji&QA LUG 1(,. • S ♦ \ , 2 4.0 1` \ • E 15 8„ PVC O 1.0% F ♦♦ �\ `\\\ `\ 5 0'-81 PP 51 W/P UG - i ?L9 1 ♦. \ - i l O ♦ � O� CONSTRUC'TiON NOTES I. rite existing utilities shown on Ihesc plans arc based on available information. 'rite CONTRACTOR shall be responsible for determining file exact location of all nlililies before commencing work and for any damages which occur I)v lite failure to locale and preserve these utilities If ti►e CONTRACTOR should encounter utilities other than those slao%%it on these plans. the CONTRACTOR shall inmtediatcly notifiy the etnginecr and Iakc nee sary and proper steps to protect the facility and assure the ccmfinuance of service. 2. "i'lae contractor shall have approved construction drawings prior to the start of construction. At lead one copy of approved plans am! revisions shall be kept on-silc at all (into. 3. Cut and fill slopes arc not to exceed 2-horizontal to I -vertical unless otherwise called for on the plans. d. Dtainage Siructtires called for on Ilse punts refer to standard VDt)'i structures. Precast drainage structures previously approved by VDOr may be substituted for standard cast -in -place milts. 5. All radii indicate edge of gravel , edge of pavement or face of cant as applicable. 6. Where plans call for matching existing pavement the CON"tRAC" TOR shall provide cut joint. and/or asphalt overlay as directed by VDO'r. 7. All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor <n tine C'ON'T*RA(:"IOR'S expense. 'c. All constnrction and malerials shall conform to VDO't standards and specifications. t. Controlled Fills A Controlled compaction shall occur in all fill sections for pavement, trenches for utilities. and in other areas as designated oil file plans. B. Controlled fills shall be compacted to 95%density as determined by methods per standard proctor AAS#l'l'O-T99 or ASTKI-D699. Densitv shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted iu 8 inch lifts (loose thickness) to the specified density, beginning from the existing ground surface, unless oHtervise approved in writing by a qualified soils engineer. D. 'Pile surfaces directly betteath areas to receive coulrolled till are to be clearest, gntbbed, and stripped of topsoil. 'i'lle areal is then to be scarified and compacted to a depth orl� inches to the same density as Ills controlled fill to be placed thereon. E. Fill material shall be taken front approved borrow areas. It shall be clean soil, free of roots, woody vr-getalion, oversized stones, rocks sandy soil, or other objectionable material Ill, Blasting is not permitted within 25 feel of existing utilities witlaoul owner permission. I I . All sfonn sewer pipe shall be ASTM-C76 Class Ill reiul`orced concrete pipe unfess otherwise called for on plans. 12. All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Department of I-Icalth and the local regulatory codes. 13 All sanitary sewer pipe shall be SDR-35 PVC unless otherwise called for on plans. 14. The CONTRACTOR shall provide sanitary sewer service laterals and I" miler service lines to witltin 5 Feel of building(s) as shown on lite plans. 15. The CONT'RAC'rOR shall obtain permission front the Days Inn and Econo Lodge owners to construct the sewerage Facilities. All disturbed land shall be returned to pre -construction condition. 16. 'the CON'fRAC'FOR shall verity the horizontal and vertical locniou of the e,msling sanitary sc"er lineal Manhole 41 prior to constnaclion. "Phis infornualion shall be inunedialely provided to the engineer to confirm the proposed design. 17. 'I'hc CONTRACTOR shall provide 12 2" to 2-1/2" caliper Red Maple(Acer Rubnua), balled 8c burlapped in locations sitowit on the site plan. Frederick Cottnv Sanitation Authority I. All water supply cons(mciion shall conform to the current standards of the Virginia Department of Health and the Frederick Comity Sanitation Amthority (the "anlhority"). 2. Water service will be provided b)• an extension of the Frederick County water main iocalcd adjacent to Welflown Road. The proposedunderwill be accessible to the City of Winchester, Department of Public utilities through a mtrtual agreement with the Frederick County Sanitation Authority. 3. flee CON`i'IZACTOR shall instare that all constnrction activities conlonn to the requirements of the Virginia Erosion and Sediment control Handbook. 4. During water line installation, file CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority. 5. T'Ite Sanitation Authoril). maintenance deparUncnl is responsible for the installation of water meters. Before a Immanent meter is sel, Ihcy require: 1) the frame and cover to be properly aligned with its meter box and yoke bar, 2) lite franc and cover to be set to the final grade of file lot; 3) the distance between tine lop of the cover and Iltc )•oke bar be between 18 and 21 inches, 4) all componeals of Hie meter box assembly to be in proper working order. It is lite developer's responsibility to have the meter box assembly installed correctly. N. 1x e DIP S1v9 •p 1 1x fte 1EE '�• 1 (2) e- DATE VALVES - 5� A`0 Ole ® �I EX. PARKING LOT �G. -EX. 20' SAN. ESMT. O� / PROP. 10' SAN. ESMT E EX. SEWAGE PUMP STATION � \ N b TOP ELEV.= 708.47 f �/ 712 �� r CONTRACTOR TO CONFIRM LOCATION OF � lr Pi�i / EX. SAN. SEWER LINE PRIOR TO CONSTRUCTION 23g��8� PAC / 23.3 � STORM WATER $ \ \ 1 ! i �' 49, OQ / �' 119'-8" PVC 0)0.527MIN DETENTION POND 1 N ' 2 ."' 43-A-52A I l 15'-6" V° TEE 2.5 ACRES ®.52% rn EE C O N O LODGE � pL � n ♦` e' GA VALVE 1 / �\ � ♦, � WINCHESTER NORTH, INC. ' �1 1N/PLUG \ ♦ Ex 4o'-\!S 52 DP slue ZONED: B-2 6� �� ♦ \ ` USE: VACANT E. X X 0 N `♦\ , / I ON m h � � T LOCATED ON NORTH '� +b` 1/�e 'r'A*FIRE MARSHAL: � \� �.`0' 5��/ NEARESHYDRANT \ SIDE OF RTE. 11 AT ECONO LODGE. fRtJeOSED 4'X6410'14 SIGN��� . \�\ � -\� d% _ S �ft1 15E tr wA EX. PARKING LOT 7-1 ` ` E% 2 x e 1G REEVE AND eee GATE VALVE �E)aS W 12o OMAWWATE%N -�" S it mots `710 `1 R1-1 SIGN TO BE MOUNTED ON STND �~ �•00' a_ WSP-1 POST PER MUTCD SPECS U/��� � �\ � =-� _= - �.., --6g 01 AL 43-1-51 PAUL D. MULDOWNEY ZONED: M-1 USE: COMMERCIAL ��AN 199 UN+°OS�D S /ATE 706 �� \ EX. CULVERT �/ r REC��VIF 11,11, etc SPEED LtMfr ROUTE ^ _ _ � ,` pEpT.704 Wo- DRAWING INDEX SHEET NO, TITLE 1 SITE PLAN 2 DIMENSIONAL LAYOUT PLAN 3 MISCELLANEOUS PROFILES 4 MISCELLANEOUS DETAILS 5 SILTATION & EROSION CONTROL NORTH GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 APP OVED qY: Frederick Coy o ty Z ning Administrat date 2 11 /17/95 COUNTY COMMENTS 1 10/25/95 REVISE BUILDING NO. 2 NO. DATE DESCRIPTION JCL JCL BY T OF PROJECT: TITLE: o `rDATE: SURVEY BY: SHEET: JAN 1992 PDS/F.S. LEWIS & ASSOCIATES NEGLEYLANDSITE PLAN OH C. LEIPIS > SCALE: DRAWN BY: 1/5 24 East Piccadilly Street No.. 21621 1 "=50' L&A Winchester, Virginia 22601 10 1-,4 /J LAND DEVELOPMENT Telephone (540)722-9377 �r4AL ;y;;� 0� 1'3 tip' JOB No.: 91- 007 CONSUL TAN TSssjOIJAL� _.� l �0 , / X\ CIV � I CP BEGIN CG-6R �� do,/ 3� \ _ � 00 1� / �\ �\ �,' �/ / / °° 100, 1 GRAVEL �� 5 ✓, �� ' //� N x18.6 ' 6" COMPACTED 21—A _ \ \ ,� �� / / �� ASPHALT x18.1�,� / \ P J F.F. ELEV.= 718.50 101/ Ne 8. I j °°' 4' CON C 9VAt:K ` / 6�Q`�`��Q Q- �� ' S�� R 55. 00' \ W/HC RAMP END CG-6R �• ^ \ I �. '� � � f o`Q 1 R45.00' °, 6t0. \\ 4 �_ E 20' CENTERLINE DATA WATER 1 ----------------------------- ) STATION BRG RAID CHORD 18.6 Up / / Oo W E �tN '-15" I 0+00 S 780 21'15" E Pd- ' 0+50 52' 23.61' R20' 0+73.82 N 750 24'00" E S� / I' �� 71 2+32.12 OFFSET 30' TO CUL—DE—SAC CENTER If F.F. ELEV. = 719.00 ,{ \C� i i' \ 0 100 TAPER 18.8x / I / �`�------- �� o 1 0 0Sq —�-�� o MATCH E / GE OF PVMT. S \ t ( 11' / Ile 3 // \\ ry 6' SHOULDER (TYP) / I \ I 1 15" RCP R3 \ o _ 20' DRAIN ESMT / I \ R I //� $ / �' 4�09 \ \ \ 60'-24" RCP 10, CONC. WALK ���6 ��� 04 ��� I W HC RAMP �c�e / ) C v=707.76 100, CG— TYP.6R / �' 1 '�' ��—�� R50 // / 12' DECEL LANE 1 � / 17.4x /� /� TC _ N4216'10"E / s' 3 14.6 N \� oowrl cuRe r � R 5 R55' CL x1 . CL X13.0 CL .0 R 75' \ r708•0O �/ / MATCH EX. EDGE OF PVMT. oe Pt\ � \ ice/ 1, \ i (. looe ?�'�Itl -o�- — , -1 o- Q -- ----------- ------------------ ---------_---_ ---___ ---_'_ _---------- -- -- -- -- --------------------------------------- -- ----- -- — _------� _ — ____--N 42 16' 10" E --- — - ---- o -- -----------------------------------------------------_'_ j,� ---- ------------- --- — -- --------------------- ---_ ---------------------------- \ /---------------- - 714 ---- ----- ----- _� �o GRAPHIC SCALE 30 0 13 30 60 120 MLJ LEWIS & ASSOCIATES ( M FEET ) 1 inch = 30 rt. LAND D E VEL O P M EN T CONSUL TAN TS 24 East Piccadilly Street Winchester, Virginia 22601 Telephone (540)722-9377 NEGLEYLAND DIMENSIONAL LAYOUT PLAN A ,;,TH OF o�4r� O r+ c JOHN C. LEWIS No. 21621 0 �SSIONAL 1a O• IDN `J��o SP R ��P 0 0-21-15 N tie tjT' , -L- 2 11 /17/95 COUNTY COMMENTS JCL 1 10/25/95 REVISE BUILDING NO. 2 JCL NO. DA TE DESCRIPTION BY DATE: SURVEY BY: SHEET: JAN 1992 PDS/F.S. SCALE: DRAWN BY: 2/5 1 "= 30' L&A JOB NO.: 91-007 1'-6" -TOP OF MANHOLE AT GRADE IN PAVEMENT AREAS. 2 3 4 5 SQUARE SKID PAD 6"THICK UNLESS OTHERWISE DIRECTED. TOP SHALL BE SET OP=MATCH TOP- 10.80 TOP=711.80 - TOP-711.50 18" M IN ABOVE GR ADE IN E ASEMENT ARE AS. EX. GRADE \ r '_ CONTRACTOR TO GROUT MANHOLE 715 _� - COVER IN PLACE. 4 BOLTS (3/4" DIA.) EX.GRADE 2 0 ADJUSTMENT RINGS (1 1 " MAX.) .e 710 30' MIN. COVER - 8" Max SET ECCENTRIC CONE MAX. �ELEV. T \WYE �� 36" MIN. COVER 0 \-IATc� Li A6 SO COVER IS DIRECTLY %O . 6 � TO B F I EL_ TO BUILDINGS - ' OPPOSITE THE DOWN- VERIFIED '' e - STREAM SEWER - _705 - CONCRETE ASTM C-150 4S° WYE SADDLE, 4000 PSI ; 12" OR 16"(typ) i SIZE TO (�E FIELD 300-8"SDR- 5 V ER I1=1 E o Q 0.80 /0 e PIONEER 301 1 MASTIC APPLIED 116 -8 SDR-35 w • d • ' BETWEEN JOINTS 70 ® 0.64% j - AND ON EXTERIOR Q JOINTS ARE TO BE SEALED : SIDE OF JOINT. APPROX. OX. LOCATION ION 119-6 SD -35 2- 3' 8 DR-35 a WITH "0"RING GASKET 1— OF $AN. W. Q 0.5Z o J. 4 /o D w VARIABLE CONTRACTo SHALL I -� V)V. MAINT N _J 4'0A 695 SLOP • I.D. P!PE TO MANHOLE � j Q 'o' CONNECTION TO BE BY FLEXIBLE SLEEVE u7 INVERT CHANNEL TO PROVIDE A M O0 0 c�D O0 8 O 0 SMOOTH TRANSITION IN TO OUT, O IQ: ~O ~O FOR ALL CONNECTIONS • 0 r4 O O O 2'0" MAX --------- 4'-0" Max. GROUT BOTTOM OF MANHOLE -6 ' 7) Z z Oo TO FORM CHANNEL TOP OF BENCH- o > WALL SAME ELEVz z _ z z Z z z z z Z e o ; e• . ' AS TOP OF PIPE d dBEDDING 6 OF 8 g 10 +- I I + 12 + 13 + 14 + 15 + 16 + 17 + 68 STONE SANITARY SEWER PROFILE SCALE: I"=50 (HORZ.) I"= 5 (VERT) 418 m rri ti �i r t` � r- 720 .G• EX. GRADE (00 00 715 .005 % 710 24" STORM 0 705 w la 700 w Ld Y a- X w v 3 � �p o J c W Ir J � 3 w o � v z � O 0 cp M N + 0 + I + 2 + ACCESS ROAD PROFILE SCALE: I "= 5d (HORZ. ) I"=5' (VERT. ) LEWIS & ASSOCIATES LAND DEVELOPMENT CONSUL TAN TS TYR 1✓�T�RE So R.o.\'W 12' _! _ 12 ACCESS ROAD SECTION NO SCALE Winchester, Virginia 22601 Telephone (54o)722-9377 (o� PROJECT- NEGLEYLAND NOTES: 1 . Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2. Concrete adjustment rings must be used if adjustment elevation exceeds two inches. They shall have an exterior coating of bitumastic water proofing. 3. Non -Shrink grout with shims may be used for final slope adjustment. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. M STANDARD PRE -CAST MANHOLE DETAIL S- 1 CONCRETE ARCH MISCELLANEOUS PROFILES refully Compacted Select ckfill 8' I STONE AGGREGATE 4" \ CONCRETE AGGR AG ATIE CONCRETE CRADLE CLASS -A- irefully Compacted Select ickfill Carefully Compacted Select Backfill 4' refully Compacted lect Backfill 4"(min) ETE (typical) e" _F24" 6" L6" Z- I UNt AGGR AG ATE CONCRETE CLASS "B" CONCRETE ENCASEMENT REPAVE TO 1-1 /2 TIMES ORIGINAL THICKNESS SAW CUT TO BE MADE AT TIME OF REPLACEMENT (typ) 18- W 18" g.. �-° D—� � I B ACKF ILL M AT'L AS REQ'D BY VDOT PERMIT (Full Depth Crushed Stone typical) �'i —T 6" YDOT PAYEMENT REPLACEMENT TRENCH & BEDDING DETAILS No. 021 W&S- 1 DATE: JAN 1992 SCALE AS SHOWN SURVEY BY: N/A DRAWN BY: L&A SHEET- 3/5 JOB NO.: 91— 007 DETAIL I A,F S NTPt NC4r. SIP'. 4A.F t I� 2" SM-2A IQ Z• SM-2A Q2 3" BM-2 TRAVEL AISLES PARKING AREAS Q8' 21-A (3) 0"21-A I 2 3 UNDISTURBED OR COMPACTED SUBGRADE ONSITE PAVEMENT DETAIL NO SCALE 10"x10"W2.5 W.W.F �4"-3000PSI CONCRETE � 4 �4' 21-A \%COMPACTED SUBGRADE OR FILL CONCRETE SIDEWALK AND PAD DETAIL NO SCALE BUILDING NO. 1 HANDICAP ACCESS PARKING DETAIL NO SCALE r>T. FHC SIGN 2" BATTER 4" � 24' R-2" D I 6" 3/8' TO I' SLOPE 13" 6" o' .. 7' 30 STANDARD REVERSE CURB 81 GUTTER CG— 6R NO SCALE BUILDING NO. 2 ACCESS PARKING DET NO SCALE 10.Ow ' CONIC. ENT. HC SON y i F cG-6 TRASH PAD FENCE DETAIL NOT TO SCALE 2x4 TOP RA 1x6 BOARD, FRONT & Bil� TOE NAIL E) W/2-8d(EA. 2x4 MID RAI 8'-4x4 POS 2x4 BOT. RI ATTACH RAII W/3-10d(EA 12" DIA. PO' FILL W/CON( HANDICAP SIGN DETAIL NO SCALE NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSWILIIIY GUIDELINES FOR BUILEI NCS AND FACILITIES. NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE AWAY FROM TRASH RECEPTACLE. 12' x I STND. 12' x 6' STND S1ND. U—CHANNEL POST PROP. OROUND RESERVED PARKING V ACCESSR1lE END -SECTION 12`-60" PIPE Hub end on outlet end- s•ctrons Splgot•ndonini•Iand-uctsone _ —( - I I X E Concrete to be 4000 PSI M,n PLAN C-- -- 8 -- , 1 I Bar robr feel nl rr rn nt — Dameter ; `\ 1 A 1 - - --- - p -- — - i-- -- E -- - - SECTION X-X END VIEW END-SFCTION NMFNSIONS DIAM A B I C 0 E-- 12" 4" Z 0" 2' 0" 4'- Cr 2' 0" 15 6" 2'-3" 1 1'-9" 1 4'-0" I Z 6" 18.. 9" 2'- 3" 1'- 9" i 4- 0" i 3'- 0" 24" 9j" 3'-7" 1 2'-6 6'-I" 4-0" 4'-6" i I'-7 " 6' l�" 1 5- 0" 36' 42" I 3" 9" 5'-3" 5- 3" 2'-101 2'-II" 8' 1�' 8'-2' 6 00 6-6" 48 ' 2'- 0" 6' 0" 2'- 2" 1 8'- 2" 7'- 0" �54" 2-3 5-5 Z-9}" I 8 2;" 7' 6- 60 2-I I 5 - 0' 3'- 3" 1 8'- 3' 8'-0 r- C 8 -- NOTE Pipe l•ngltts snovm an plans are based on End -Section design snotir on My left N the contractor •sects \� I to use the alternate design shorn on the right, lengths Will be red -iced by 1 fry difference to dimension SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS (ES-1) METER BOX HARDWARE SERVICE METER PIPING METER SIZE YOKE # BOX '1 METER BOX COVER DIA. DIA. FORD NON -TRAFFIC FORD C32 3/4" 5/8" x3/4" (20 GPM) Y502 18 In. TRAFFIC FORD C3211 FORD FORD NO. 30 MONITOR 1" Sd8" x3/4" (20 GPM) Y504 24 m. COVER W/ RML-121 OP LID 2 FORD FORD NO. 30 MONITOR ;2 1" 3/4" (30 GPM) Y504 24 In. COVER W/ RML 12 TOP LID FORD — FORD NO. 30 MONITOR `2 1" 1" (50 GPM) Y504 24 in. COVER W/ RML-12 TOP LID +1 IN NON -TRAFFIC AREAS 112" THICK POLYETHELENE PLASTK, treated 2"x 4" with IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS top 6" painted blue 2 IN TRAFFIC AREAS - 3/4" x 30" x 30" STEEL PLAI E WITH 22" DIA. CENTERED meter cover OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN LID & HEINFORCED CONCRETE BOX set 2" above J fin. grade prior 18" - - varies as required -- — — - - vi to sodding Y J _ corporation stop- 3" done bEtckfing meter by F C.S.A --- - meter box _1 -- 30" deep surrounding box 36' min. angle chie valve with drain valve 45_�� 8" min angle yoke ball valve �J 2l'I_l_ l_!'r, f_ l': 1'!l•f:l J!::I .•�_ rl r l l _ water main �l type K copper tubing continuous \ without joints from main to meter NOTE: Exact location of meter box assembly to be approved prior to installation. METER SETTING PARTS I ENE SIZE METER SIZE YOKE ANGLE YOKE BALL VALVE ANGLE CFIECK VALVE EXPANSION WHEEL 3/4' 5i8" x 3r4' Y502 BA94 223W HHCA94 323TD G EC 23 V 3/4" Y504 BA94-344W HHCA94 323TO G EC 23 1' I' Y504 BA94-444W I II I,�A94 444TO G EC 4 6" stone betiding I'-2 ft 3' transition to mbler selling I <: as reyulred 's(a face of curb •.:1' rype K copper M '...... ourb & gutter 314' type K copper la single meter instaNauon -- I' x 3r4' vye Dual Meter Installation 5„3", 3/4", & V ME1_ER It: TALE ATION Figure 5 HALF PLAN r ` r B TYPE A TREATMENT r Allen HALF PLAN f';^.: ( 1 . TYPE B �. a TREATMENT 1 M x (nSEJCMs '. 8 �n 6"' j NOT ES Wp Rap Fa muillppe line ,naouar,on• Drniencon D is to govern rho prolect outs.0e .cire.,_lotn �,E r.ath t*) r!edaing SECTION A —A on any Se Conaary Roods nitoltol;on re0uinng erosion csnnol veo_srt and rWl Or endssCnon ;s sp@c,f.od on pions, cans)rucnon n a be n a, J. Io,,cs oetdd 2 shown above Type A or 8 tr•atrn•nl to Do ale ep•clf-ed on the pane Type tt3 .-_. he lop 6 of the stone stall be graded �n OCCar „_., a -..r tec • .r 4,8 09, e■cept not Ins porl,on below the lop 6 may be chose: w ^e -c•e' Rip Rap F ,er sloth Redding to be .nstalled under ;; e•ot-n .art '•, _ - -- ' r .,In the specifications PAT, 30 D 0 _ ( t t Rip Pop HALF PLAN HALF •_�orn PLAN eadinq Bedd TYPE A TYPE 8 SECTION B-9 e use Typical Section shorn on plans or normal side slope, bottom w,dtn and death of channel, dilch or natural ground. STONE FOR EROSION CONTROL (EC-1 6.r —TOP OF C.O. RECESSED 2" BELOW SOD OR I" BELOW CONCRETE. // O . O . CLEANClUT ADAPTOR a PLUG SER (LENGTH VARIES) 4X4X4 WYE TEMPORARY PLUG >///a/�// Source: Va SWCC Plate 1.01a LDf 301. (0 PREVENT i` P v we iIt. t'ERED RIX+CFt TTI SED"4T LADEN RUNOFF - Ill rl_- 11� -1j�k--1iTi, -,►,I - ---"'- _ I L.ce.e'e 'te Trrr:n 1. Place end''ake S'rb-- 5c'es BALE -_"— �� - "emu �r - �•-�,��=-..� .�} -`�•' �ry?t�'F ice.--_= •:,`—'�'ir, � = . - :� �.�, � _ , sale L , emsl et:t'.+eer, Bale- 4. Backflll and CDrnpact 1!e Excavated 9o11 CONrTRucT1pFJ OE A ST�a'�'/ EAIE BAPPi,'R Ptl1nt3 A ghoul, be higl^er than Pclnt B F_ •rtlT 'IF D4L ' 3APPIER "! A SANITARY LATERAL SANITARY LATERAL CLEAN -OUT DETAIL (NO SCALE) CONSTRUCTION ENTRANCE WITH WASH RACK / Ditch to Carry Wash Water to Sediment Basin or Trap e:i �%i �I��si-�.y :��•�i��!N=� �N,:•wi1��!eP.i •�:�eN.�•�iy: rs��ii �'is 3 �� e_•�we.e_w. Source : Smith Cattleguard Company Plate 1.01 b LEWIS & ASSOCIATES 24} � '�tr�C..Pn1u`f `a'(i��C?T PROJECT: TITLE:� '�'�'� JAN DATE: SURVEY N/A BY: SHEET: Winchester, Virginia 22601 MISCELLANEOUS ° =�NEGLEYLAND SCALE: DRAWN BY: 4/5 SHOWN L&A LAND DEVELOPMENT Telephone (5&4o)722-9377 DETAILS �No.021 -1 �,'V% JOB NO.: CONSUL TAN TS °)tn'? 91-007 1-81 RA _-_-_--- _-_---_- 730 - - _ - — - - - - 728 - - - - 726 _ _ 724 --=�.�_—��_.�.-- _-------- �=_ - ��------- NO WORK SHALL ENeROACH------'- -.----------------� ON THE LTD. ACC S R.O.W. 1 0017 _ - ��� 193.66' EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE (;E 3.04 STRAW BALE BARRIER �B ►� 3.05 SILT FENCE j'F x- * _ x 3.08 CULVERT INLET PROTECTION Cr 3.19 RIPRAP 3.32 PERMANENT SEEDING 3.35 MULCHING LEWIS & ASSOCIATES LAND DEVELOPMENT CONSUL TAN TS r— LIMITS OF CONSTRUCTION 24 East Piccadilly Street Winchester, Virginia 22601 Telephone (GOIO)722-9377 WEB E TO WIC \ 708 S T,q � cos STATE ROU TE i� i:� \ECONO LODGE d0\ B2 DO" E NORTH GRAPHIC SCALE so 0 25 50 100 ( IN FEET ) 1 inch = 50 ft_ 200