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HomeMy WebLinkAbout06-06 CVS Pharmacy - Pharmacy - Stonewall - BackfileGENERAL NOTES 1. The property delineated on this plan is located at the intersection of Route 522 (North Frederick Pike) and Route 1318 (Westminster Canterbury Drive) in the County of Frederick, Virginia. The site is currently vacant. The developer/owner of the property proposes to construct a CVS Pharmacy building on a 3.1 acre site. The primary site entrance will be from Westminster -Canterbury Drive. A secondary point of access will be constructed from Sunnyside Plaza Drive. 2. Property Owner H. K. Benham III Trust 21 South Loudoun Street Winchester, Virginia 22601 3. Developer: Contact: Mr. Danny Loycock JEM X, LLC P. 0. Box 3538 Gastonia, NC 28054-0020 Telephone: (704) 867-4628 4. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 5. Topographic information shown on these plans was provided by Painter -Lewis, P.L.C. Boundary information was taken from existing records. 6. Site Data: Existing Parcel Area: 3.1 Acres or 134,984.97 sf Proposed Right -of -Way Dedication: 1,752.20 sf Adjusted Parcel Area: 133,232.77 sf P.I.N: 53D-3-1, 53D-3-3, 53D-3-4 (All three parcels are currently being consolidated) Zoning: B-2 Magisterial District: Stonewall Existing Use: Vacant Proposed Use: CVS Pharmacy Front Yard Setback (R.O.W.) Required- 50' Provided- 204.90' (North Frederick Pike) Front Yard Setback (R.O.W.) Required- 35' Provided- 82.46' (Westminster-Conterbry Dr.) Side/Rear Yard Setback: Required- 0' Provided- >0' Maximum Building Height: Allowed- 35' Proposed- 30' F.A.R. Allowed- 1.0 Provided- 0.108 Total First Floor Area= 13,013 sf Total Second Floor Area= 1,550 sf Total Building Floor Area= 14,563 sf Greenspace, Required - 15% (0.465 acres) Provided - 47.27% (1.45 acres) Impervious Area: Allowed- 85% Proposed- 52.73% (1.61 acres) Total Building Footprint Area= 13,013 sf Total Asphalt Pvmt. Area= 51,209 sf Total Concrete Pvmt. Area= 6,027 sf Total= 70,249 sf 7. Parking Space Requirements: Property Line Setback: Required- 5' Provided- 26.37' Parking Spaces: (1) space per 200sf of retail space retail area: 14,563sf/200= 72.81 spaces Required- 73 spaces Provided- 73 spaces including (4) Handicap spaces Loading Space: Required- (1) space Provided- (1) 12'x45' space 8. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 9. Landscaping, Buffers, and Screening: See Sheet 9. 10. Lighting: All proposed lights shall be oriented to preclude any off -site illumination. 11. Trash Receptacles: (1) Dumpster with masonry screening wall 12. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 13. Storm Water Management is provided by a storm water detention pond located near the intersection of Route 522 and Westminster -Canterbury Drive. Please refer to the Storm Water Management Report provided by Painter -Lewis, P.L.C. 14. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0105 no floodplains exist on or near this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. 15. All utilities connected to this site shall be placed underground. 'H;;;;i A' A IT,'E msinE PL E L T E ALL MAL � I T I T F E I T I' I IA FREDERICK COUNTY, VIRGINIA W. H. EMMART & SONS INC. P.I.N.: 42-4-A ZONED: B2 USE: COMMERCIAL ACRES= 2.06 DB: 303, PG: 430 N Q Co Q04 03 N Y� Ca ' >- ••DUN ' ' ZN .. =a ) f7 .....►.........., \ ' l DRAINAGE EASEMENT \ 53-A-52E SUNNYSIDE PROPERTIES, LLC I� 1 INST. # 050003519 H. K BEN 11 Ati1 Ill I ' P TRU F N.: 3D _ ST I ZOND- U 3 5 �-� S 46 2 q I€S' 1_J 7 j �i LJ � .'�► \ H \ \\\ C EN & CHRISTINA TSENG P.I.N.: 53D-3-2 ZONED: B2 USE: 46 INST. # 040013700 PUBLIC ROAD IMPROVEMENTS Virginia Department of Transportation 14031 Old Valley Pike Edinburg, VA 22824 540-535-1818 Z�O�N�6 3 -► � USE46 P1 III ZONED. 82 3-4 USE. 46 1.31 D� RES l j - PG. 34 SUNNYSID 1 I - P.I.N SROPERTIES, LLC ZONED: 8252E I COMM T : 050n� WATER AND SEWER SERVICE Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA 22604 540-868-1061 BUILDING INSPECTIONS Frederick County Inspections Department 107. N. Kent Street Winchester, VA 22601 540-665-5656 EROSION AND SEDIMENT CONTROL Frederick County Public Works Department 107 N. Kent Street Winchester, VA 22601 540-665-5643 PROJECT OVERVIEW NATURAL GAS Shenandoah Gas 350 Hillandale Lane Winchester, VA 22602 540-868-791 1 ELECTRIC SERVICE Allegheny Power 3463 Valley Pike Winchester, VA 22602 540-722-5830 TELEPHONE SERVICE Verizon 404 Hillandale Lane Winchester, VA 22602 540-665-3156 1 " = 60.0' H. K. BENHAM ill TRUST �+ 1 P.I.N.: 53D-3-1 0 ZONED: B2 USE: 46 0.76 ACRES 944, PG: 1450 / 14'30. W , / / UPPER CRUST LLC. P.I.N.: 53-4-3-DI ZONED: B2 USE: COMMERCIAL INST. # 030009698 �y WINSTONE, LLC P.I.N.: 42-A-198H ZONED: B2 USE: COMMERCIAL INST. # 050023684 'V RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. J ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EDP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.J. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. a�'TH ®� UGT UNDERGROUND TELEPHONE TRANSFORMER G�-2Fy-ram Q XFMR WL ELECTRIC WATERLINE JIM WM WATER METER U �° WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE "� 5'R RADIUS IN FEET o.021621 *00.00 x(00.00) PROPOSED SPOT ELEVATION O EXISTING SPOT ELEVATION s`sjOIVAL HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/14: COVER SHEET SHEET 2/14: EXISTING CONDITIONS PLAN SHEET 3/14: SITE LAYOUT PLAN SHEET 4/14: SITE GRADING PLAN SHEET 5/14: SITE EROSION AND SEDIMENT CONTROL PLAN SHEET 6/14: EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS SHEET 7/14: CONSTRUCTION NOTES, SANITARY SEWER DETAILS, OUTLET STRUCTURE DETAIL SHEET 8/14: RIGHT-OF-WAY IMPROVEMENTS AND VDOT CONSTRUCTION DETAILS AND NOTES SHEET 9/14: VDOT CONSTRUCTION DETAILS SHEET 10/14: SITE LANDSCAPE PLAN SHEET 11/14: WATER MAIN PLAN AND PROFILE, F.C.S.A. NOTES AND DETAILS SHEET 12/14: ON SITE STORM SEWER PLAN AND PROFILES SHEET 13/14: ON SITE STORM SEWER DETAILS SHEET 14/14: CONSTRUCTION DETAILS ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA AI rngl E WT is 11 MEMO Mn FE, WYLVA&FAismi SUNNYSIDE PLAZA STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA FP CONSULTING ENGINEERS PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: off ice0pointerlewis.com JOB NO.: 0503025 SHEET: January 20, 2006 1 / 14 Latest Revision Date: April 25, 2006 kw Qwb Ex. .111wm Aw �l PIS \ \ Ex San. AM1 a,kkm/' �\ 7AiD T9as, \ � O AncOirf:7R58 EJstorm 36 MK12Vub8 JtEA MGM M yV) MK24 -MIX I MKJMQtk� • «aaa \ \ `C Q CL am.a9 bl� A*Aett MKJbwMea�ia� \ \ a 10 j� % c• F,1L • pu, • Bu3e \ \ \ \ \ \ z Elf. 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A UgRD y A� .00 6�� � II /n v.8 /n: 793 62 �O\ F+ 9'QO y ,( \ of ' 1 !n v.8"Out: 793.39 S y ., 0 • F -9i By PR. SIGNAL-, \�O + POLE CONDUIT S \ TAP BY FCSA �Q6/\./� S Aq (BY OTHERS) PROPOSED SIGNALIZED INTERSECTION (BY iq s -V \ 22.5' BEND�'1'C Sd �f� OTHERS). (SIGNAL LOCATIONS SHOWN ARE Q & CO SF �. \< "•G/ APPROXIMATE) REFER TO TRAFFIC SIGNAL \ O • II f/� \ \ 9c - '�",-b� �� • INSTALLATION. STONEWALL MAGISTERIAL Q 'o PR. 4 0 ' INCH /E CURB 10' Son. Sewer Esmt SAN. LAT. \ �o r ` DISTRICT. FREDERICK COUNTY VIRGINIA, R O �\ CONNECTION �� p' PSoh�� :. o �. \ (STONEWALL PLAZA PLANS, DESIGNED BY ' (D.B.710,P.438) TO BUILDING. 0 \ �' o �' S PATTON HARRIS RUST & ASSOCIATES PC RELOCATE OHW MARTINSBURG, WV FOR ADDITIONAL INFO. O O O REQ'D TO NEW , POLE LOCATION - � L R 2.446 _ A ,I ► +� r w ,-.,, :'. . � NV. N 1792.86 Q SAWCUT AND REMOVE ,S o O + Z n `. �. • s EXTEND EX. CULVERT 40' FROM O •, �l 11 EX. CURB AS REQ'D. 8 9T �14 30" `� '?!y PR. DI-1 BOX. SLOPE TO MATCH O O O W � TO INSTALL PR. z EX. CMP. (APPRX. 2.2% SLOPE) r ^ O 1 ENTRANCE S' �, G-12 RAMP PARK/NG�� END CG-7 PR. CG-12 RAMP w 11 CK .280.00' �' = o ___BEGIN CG-6 Ex. Son. MH "� I1 1 0 _� cv PR. DI-1(DOG Top.816.14 1 R. STOP SIGN PR. 1 ' I oo - _ 188.63r a O INV. OU 79 .00 � `� HOUSE) OVER EX. Inv.8 /n:809.85 j PROPOSED _� t 25'x50' TRAFFIC CONTROL ESMT. 1 ' 4Q'R 24 WIDE r` s �* ,_ Q \ 34 x25" CMP. CUT lnv.8 !n: 809.84 1 cv J WHITE STbP `�' a �, a" F� EX. PIPE AS REQ'D. Inv.8'Out:809.80 �'/ BAR _� S PR. SIGNAL POLE 11 N CONDUIT (BY OTHERS) `So sGRATE= 796.00 54.00'-12"0 CL III RCP OUTLET STRUCTURE N SEE OUTLET ST UCTURE DETAIL (SHEET: 7/14) l DRIVE-THRU � ' \ S i ' oo PR. VERSq LOCK a Sp B�f'! 50'R ' II 880 SIGN vi 1 RETAINING WALL PR. POLE LOC 1 \ ?6�� P� OPPO D --__ \ 20.00, BEHIND PR. SID < AND Si � � 8 8" oo RADICATE EX. 0 3' FROM R-O-W LIN �� STOP BAR PVMT. CG-1 BYE FC 4 ST _ i c ,� PR. ES-1 EX. INV. OUT= 791.98 �_ EX. POL\\ \L STRIPE. MP ZB TRAINED 5'R ! - INV.= 799.00 TO BE REMOVED J TO BE O R 52 20.00' WATER $ 9.0 8 252.00', 28 DO'- CL III RCP 0 5.31% SL E O � ` RESAWCUTDLINE i ' I MAIN ESMT. r N tyR -� ^� ,N0 O DUMPSTER AREA �.,. 'Y ' PROPOSED •� O 20 R AND SCREENING 45' BEND A PR. ' - PR DETENTION O FACILITY ER PYLON SIGN p9 0' \ \ W ATCH E .CURB& CO SPHALT PARKI UGE, TEL ` CqN �5,\ � F- PF WALL (SEE DETAILS) PROVIDE PgVEMG AREA l EX. INV. OUT= 790.20 (� �' ti 45' STRIPING qS RESTRq ED 9.10' SHOWN o / ROPOSED 24" WIDE 0 PR. DI-3B ' Ex. Headwall �, 27.52' BEND 4'� SCH. 4 � � O TOP 809.20 / �S WHITE STOP BAR Ex. Storm MH 10'R 5 R PR. 2 49.75 C _a, ,^� To :817.13 i 1 ASSY. SR INSTALL CONC. AT. O 2,08 0 PVC SAN. S L= 1 v / / J 1 0; In122In:808.24 WHEELSTOPS AS X MI EW, �►. / Sew II r In .24'Out:807.8 45' BED SHOWN 13 t N SLOPE o 4, ' INV. IN 00.90 /� \ F- Storm ' _ (5, YP) _ 6" & CO d R o �+/ ! ELOCATE OHW �'1 ) i _o -' INV. OUT 800.70 , o I k J AND "x6" TEE io'S'R �I- B' ...� &'C�END CO J o/ t �S REQ'D TO NEW 11eT.B o cn P POLE LOCATION 15.00 27. ° 9.00 • o a cement- � � r'� I O '^ 18�)866'GV � 2.46' '� b ° `� tyP• 5' 10.00 4,R 3 _ � '�� � 5 M.P,f4. JC�' � � terII '� AND TEE ,. o ° 6.5 _ 2.00' - / S/GN 4, T.B. 4 CONC. ° 127. / 7 TO BATED �\ Lo Q ty �J;zlo 'yh, Qi N CONC. Wq `LK a 00' f CONC 5'R o 4'R ' ,? �� / REL 1 ^ o n .� As Olt ; p ,� ,� GREENSPgCE 11.07'° 5� ))Ii WALK -• g O, __ '0 �� / Ln Z RANSFORMER N 4'R �o / / / ° P ^' Ni Ni o ? �' M LIN CL 52 DIP FIR DRIVE-THRUJ o' 1 I I o 5'R DER E• CONNECT E SERVICE " SIGN ��' �' / , TIN ° - u- (SEE ARCH. PLANS) AS ° ° - _ 4 R ti / / wx 11 EDIT ANC F.D.C.) SIAMES PLANS) y,- 1 i N 3 1.77' ONNECTION E HDCP RAMP ° v <n ^15.00' INSTALL SLEEVES IN CURB y9 U 5.pp R _ >� o 11 ' Q 12.00' "' LINE TO ACCOMODATE ADA �y 5.5' o �� / % SIGNS. (1 PER SPACE.) Fy a -CONC.WALK `� �` Wo o / G / STRIPE R PROPOSED RN LANE 1 a Q Z a? ' 5.45 RECEIVING AREA �'P 0 ? �= o �` // PER VDOT STANDARD PM-3. SEE - II P DI-3C J CONC. PAD. 9y 1 ` -30 N "1 Y �N o BUS OP SHEEP: 9 FOR DETAILS. U W (n Q -- T P=811.90 Q z Z OF AISLE 2 a a e O' S/GN a~ (� �I - TO / II (� Z ' -_- typ w oWZ U RE CA TED L 10' J= ° o Z Y tomoc Q INV. OUT=805.8 CHUTE PROPOSED CVS PHARMACY a ' a o �� , Q ernent _ _ ° o e �a� J PROPOSED `' o' ;� / electric V z 13,013 s . ft. 1st floor ► _ v BOUNDARY o xfmr 2 - 11 o = a 1 28 COMPACTOR WITH MASONRY cc� c� p 00. t 45' BE ^-22.00' i ono / ' = V11 2 45 SCREENING WALL (SEE 1 ,550 sq. ft. 2nd f loot W yp. & CO AIS� � ,� � /Lv ARCH. PLANS) o 5 R '� j/F.F.E.• 813.50 2 EXISTING J/ Y 5 R `� TO BOUNDARY ACATED ' _� QQ �`' / i W lfcn �' • $ 3 J o' LL 5' R ^ �� J� �� / ALL R-" NPRdVD�I M IWIE /2 o 11 I I d P/ , . v J� �. / VJ PAVEMENT MARKINGS �0 / �Q ` y� �/ SHALL BE TYPE B, CLASS I b 1 11 ►' THERMOPLASTIC PAVEMENT i 1 `re 1' NDC 5'R !Qo`' / MARKING MATERIAL ■ 'GUTTER PAN � a r '-�__ 45' BEND �/ r 2 VIM R-O-W N07E 11 '� TRANSITION FROM ALL & CO QP ``� / DURING THE WIDENING OF / ■ ° o CG-6R TO CONC. NST m 2, SLAB. CONC. `�/ / WESTMINSTER-CANTERBURY DRIVE, WHEELPANSTOP 4' III ^ i OO 3'R TRANSITIGUTTEON FROM ftlst'as RAMPCG / / Q� / SPISHOW INCAL FITHEO'VIRGIINIA NTROL WILL WORK ■ 5' CG-6R TO CONC. yP•) ' / / / AREA PROTECTION MANUAL (MAY p N o � � ' ?7.52 ENDS D 10.69' so SLAB. �r 1 3 PR. D-38 25'ft. // - rn ' a I O / / 1 h 2005) FIGURE TTC 4.0, STATIONARY .. a� c0 rn C) a ocn 3 TOP=806.00 / GV 1 ;� + 1 5 50, ° ENTRANCE z IN 8' = Q�/ / • .• FIGURE TTC-36.0, SIGNING FOR NC. PAD OPERATION ON SHOULDER. SEE ALSO N N uj 3 23' p INV. IN- 802.00 �� / PROJECT LIMITS. cv 11 1 -'` 15'R OUT=801.80 a) • ? > ° VDOIr R-O-w MPRMeAO 5 NONE #4 a o co 5'R 1 11 '? ? 9?, 6• C ° "� 5'R `* -THRU �o� �� ��" / THE VDOT A.D.T. VOLUME ESTIMATE W •� o 0 RIVE THRU 11.80 C• WALK Cl? SIGN v� PROPOSED / / 0� FOR ROUTE 522 AT THE SITE IS C L ,I - DRIVE a 35'R 47 GR ° i •�`• CG-11 ` Q / / b 14,000(2000 DATA). ROUTE 1318 IS J > °' 1 45' S6 ONC. PAD 50'R NSPACE 15.94' 1HDCP // ^h Gi RAMP ENTRANCE ? '7 / Q 1,800(1999 DATA). / 1 ° E" 11 RESTRgINED o WIDE E CROSS cn V) L O BEND o PR. 8"a SDR-2 4.40' c 10'R WALK S - Q ` w� 0� cO s � v 11 �l I 1 WATER M SHOWN. ROVID /h W h ���o 11 MAIN oWALK • ��� F, 'WIDE CRO S; O c E 3 _ 2.62 ASPHALT TRAVEL AI FH "DO NOT TER" G�S�O PR. STOP SIGN f / SHOW �� Q w 11 1 Z II ING qS # O� 24�P WIDE /� o /o�`Q / 50'R - 50'R S"OV'DE PAVEMENTLE SSY. SIGN hQ �• o / 1 1 - SHOW 2 � '�• 24 WIDE ``� .o 1 If N. Z' h16Q O BARE STbP / �15' R' �/ ti o�� Q Q \ P� ln9ress/Egress Esmt.(D.B.710, P.4380) 5 (1) 6 o V 20,p0' 40.28' ;r O PR. DI-3C 8 x8 x6" WATER M I 7 fa TOP=811.90 TEE N ESMT.?9, % • CG-12 '�`� RAMP // "���/% h �. o L= 8' 205.86'- O l/ m )PS 1 INV. IN= 805.20 15"� CL III RCP 1.08X _ 144.65' NQ1 / ^� y 1 INV. OUT=805.00 SLOPE 41s/ Z_ � LIJ PR. "' 2.5' �'/AV � Z "DO8 SDR- / RESTRAINE0/ Z SIG NOT ENTER" 4 WATER M 21 I o SIGN 4 MAIN. BEND / � / \ \ O lZ II o PR. DI-38 / /PS 21 LOP8810.30 / / ) / INV. IN= 802.78 ��OPOSED 5' ARK/NG ZTRACff INV. OUT=802.58 i F 8 x8" TAP H F BY FCSA ��� � 74`- N601¢ 0�y i �I / v 9 i 320. yam• - ^`' // JO C. EWIS JJI Ex. Fire o. 21621 i ,7.5()' A / Hydront CURVE RADI � '---- E CUR `-'� `�• / l '�'O�' ti,�'W C 1 US 25.00' ARC LENGTH _ oo� �c� / \ I �`S`SIONALCs 39.27• CHORD -_-__•_ � `�,► ��y� 35 36, LENGTH CHORD l0��]] - `� Yi / SURVEY: C.I.: S 35.14B0 BEARING DELTA ANG She aoh Cos Corn _ PL-PLC. NA Asphalt 9p•00, " LE W Aanl Eosernen _.� 120.45 / 2k' DRAWN BY: 05 t (pB728 PgB9� 1' NDC// JOB NO.: 20 0 20 60 PL-PLC. 0503025 - /P / 3 �� SCALE: DATE: 1 "=20.0' 01 /20/06 VDOr R-O-w W111IMSE M WrE #5 SHEET: PROVIDE A 56' ASPHALT TAPER Scale = 2 O f t 3/ 14 �� MATCH EX. EDGE OF PAVEMENT L ^ + 817.28 �- -fg1g,p5 / • 820.05 . 817.70 1 k 819.10 + 620.44 \ \\� 98, \ f \ 814.63 + 12.82 BULSO / / ' / ♦ 822.83 \♦ 813.75 `t \ \ \ ��8 R ll / 2. 12 \ 9 a , 815.90 / .,� � � \ � �. � \� � �� so � � � o °� II - 816 k.55 / + e21.2s I •p N • 7 .. Bea\ \ .�/�j//�/y�l (� + A2 0 + 8i9.33 / �� / I + 817.5* 6 J• O+ \ - ` \ rr^^ II ll 1 Son. Sewer t I vl I(D.B.7f0,P.438f /82 I� ' 11 d14 • n�Y .49 / ' °�O' \ • 7%. 7 �p 'V �! ' 822(� V / I \ INV. IN /y Q ll ll 814.\ +� + Q + b 1 \ II _s as • 826 3 I \ 811.34 ll I 11 7.85 / I 8236 I \ \ \ 'RS II « 14J6I 5 �� ♦ 8 86 \ 795. \ \ \ I' + 814.63 / / _ 1 1 (� + 802.86 \ \ .. Ln II o + a1746 R) /rip 2s _ . 14.17 96. V V 0 + a17,7� AC \ \ + 7 \ ���. 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II t l - .� 824.98 \ W - + 8 .64 834,80 + 835.62 811.62 + 805.44 / / 0 z / \ ` t + d�s.a. -.� a.�6.o1 --_ \ \ BUS OP � � .. a I819 1 + 1 828.91 \ ' I _,._� _\ 824.99 1 + OGN' ` ��/\ --� 2 .00 d2y.9a e 1 - e .73 u 7�9,2o RE ATED D s / .i Lu Z + 824.66 + 927,06 + 36.24 \ \ • ♦ I Chesapeake and Potomac I 813.0JHUTE��� PROPOSED CVS PHARMACY 821.65 19.7 27 1 , 7 _gq / Q z Te/ephon Coiwpa<yy Easement V N \ - \ I / r / 'electric - 1 ' / 9.4� Item,#9 D.B.7,35, P.4J2- II ' No . 929 + 830.95 JII 13,01 3 sq. ft. St floor \ + 831,07 14 t / \ �xfm, U � >- p + a2 a 7U /.183 . 1 550 $:40 ft. Ind floor _ I 4 U 12 (/35 20 4 V / Z 1G -� I / j ll' 3.50 Q+8 5.61 / LL ZY Q / . 827 4 / • 83 .25 F.F.E.: + I + 837.09 ,57 - 832.88 8 t 09 • 837.Oa + �I 3 / /06 - ONC. + 636.62 836.05 ..� + .99 V / W 411? ' / 4 _s \ D 32.7p 827.3 + 623.59 I 81 + 800d5 832.27 • 832,70 + ai 8 .43 > -�_ I / / + \ 814.21 + e37.ac 10' San. 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Q 0 1 I 82 1 I / Drell 826,04 • 824.62 8 1 Ho% + + E; 22.17 / / Q� c o E 81 .5 836.03 . a3o.ea a 1 • e18.8s / w I 1 ll r 2.4U / Z _ o l / • 832.43 �.1 . ll lP5' T _ I / + a2 .54 // A II fn1� 823.17 + ]rill I c� 0 + 8 2.14 V/ (1 �. 1 �r Ole� / \ + 828.65 0-T + aY.45 82b.7u /1 5, 830 - - _-{----J'I -� _ ♦ 826.41 .77 � -- - PARK/NG SE18A,CY K+ 83ae 2d.74 \ tl371428 418,7• 71 0 61+927.42 Q + 832.7f 1 I \\ -}- �► 834.02 I t d27.2o' +�k3�j;S6 _ c0 ll + 835.50 834 + 832.33 Ex. Fire \ �I027.73 ' '�L�633.17 � �/ / Hydrant \ 636.32 RA U - RB ff 834.58-` `� + 83b.8 III ll � 25.00S 27 ENGTH35 36' HCHOR J'835.7-3 + 833.6-739 CHORD L -- _ 826.03 \ i SI II I I 35' D1BEARIENG DELTA 0A5N 10' Sheno s.ee t /+/ 804.24 Asphalt 90.00,GLE pony Fusof05f .Utd835.94 e \ 888) ll ll836.85� , (J I L- 1 ll 833.8`i « 831.64 I / / V / L0 � L0 60 - I « 82 7 76 / / . / + 045 / 836.14 I I I I / 7 • ll 805.3� -� - # 836.61 X " /% :7 Cf) Z J w �w O i? H 1, > t�1 JO C. LEWIS 9 N0. zIbzI Off, �SSjONAL G� SURVEY: PL-PLC. 2' DRAWN BY: JOB NO.: PL-PLC. 0503025 SCALE: DATE: 1 "=20.0' 01 /20/06 SHEET- 4/ 1 4 � ill III 11 h ' \\ x.\�nv8, : 6� �\ �• 079�39 - .. O/•• 5 \ y � NI II 1 \ \ \ A 11 I \SF\\ \ �/ �• 11 / I ' 11 lt. 1 'Son. Sewer t / DD (D8.710,P.438f /sk, �+j11 Ex. Son. 1H I / _� 1 1 \ \� Top: 816.14 11 ' ' .c828 ( \ \ m Inv.8 /n:809.85 ' ill ' I I \ \ �' V\Nkll In v. 8 "In. 809.84 PS I 1 / Inv. B Out: 809.80 I TO u MU F 11 II ' / PS TO \ S 31 � '� � 11 / ► � ��� $s E /NV. 0 T= 791.98 \ GL 1 0 TO ERE VED 3 o w cD \ N 1 O 1 I / o op \ W N N / \ EX. I I O / IN V. OU T= 790.20 11 II / o �' ^' `p�cf . 1 / / "s Ex. Heodwoll I �, / / I �'cP \ cow s ' f Lj Ex. Storm / /� J StS22ew ll�11 I 271 497T8 F- 1nI 08.24 In .24 t: 07 °rm \ \ asemenf oter i ty ° � d PS ITO _ It ip ,t°moc —/ __� J PROPOSED CVS PH CY ° l ► \ 1 \ sement 13 013 . ft. \ . sq at floor 1,550 sq. ft. nd floor o / // 1 (1 I F.F.E.. 3.50 / CL 11 I I \ \ 3 i / EROSION &SEDIMENT CONTROL KEY �Y� I 1 11 0b �� ill 11I(1 11 l 3 - —- Qo it 11 i / ; Ingress ss t. 10, 4Q2B• 'I PS r0 1 Mu 11 0 � j IP 1 ' _ 830 mmil ul Q 0 z Qft V w ir OZn w w� �a 95 QE�0 MmZU Q ?Y a vow w 0 W j w o U LL. ■ U i a. �o NM o n N �p cy) U N - N V) N I 3 N N � W ^�c VI cn° i - o W°' a U' c0 s Q) U w E Z � w Q IL �V) Z J �ww V) Ow tiTx v II\ J N C. LEWIS 11 \\ l� - ► 834 / `b 4� o Ex. Fire _ / Hydron t ''Q w 1 -_ jf SURVEY: C.L: _ n I PL-PLC. 2, 10 Shen~-'_ __..__y- � ► / o/ o ooh I ---•_._ _ _ ,' �. / DRAWN BY: Gas COmPanY Eose _ _ / JOB NO.: ent 08, =� P 20 0 20 PL-PLC. 0503025 .88s 60 SCALE: DATE: 1 / / 1 "=20.0' 01 /20/06 �] SHEET: ---- _._. I / / Scale a I e 1 = 2 0 f t __ -- _ I / 5 14 3.01 SAFETY FENCE 3.02 TEMPORARY STONE CONSTRUCTION (;E ENTRANCE 3.05 SILT FENCE SF x- WITHOUT WIRE REINFORCEMENT 3.05 SILT FENCE XX WITH WIRE REINFORCEMENT 3.07 INLET PROTECTION �- r 3.08 CULVERT INLET PROTECTION -ROCK DAM 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET PROTECTION 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING Ps 3.35 MULCHING MU PROJECT DESCRIPTION Preparation for the construction of the proposed project will include the rough grading of approximately three acres of land. Grading operations will generate fill and cut material which will be utilized on -site. There will be a significant amount of excess material which will be disposed with off -site. Existing Site Conditions The site is approximately 3 acres of vacant land. A high point exits in the center of the site and the ground slopes away to the north, east, and west. Adjacent Areas The site is bordered to the south by the existing commercial Sunnyside Plaza. To the northeast is the Rte 522 right-of-way and to the northwest is an adjacent vacant property The eastern property line is adjacent to the Westminster -Canterbury Drive right-of-way. The western property line is adjacent to the Sunnyside Plaza Drive right-of-way. Critical Areas The perimeter areas of the site contain critical conditions which offer opportunity for the off -site transport of sediment. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import materials as required to achieve final grades and specifications. Erosion and Sediment Control Measures 3.01 Safety fence will be installed at the top of proposed cut slopes as indicated on the plan. The fence will be inspected on a daily basis and repaired as needed. 3.02 A 12'w by 70'1 temporary stone construction entrance will be constructed at the location of the proposed site entrance along Sunnyside Plaza Drive. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been established. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.07 Gravel curb inlet sediment filters will be installed at each curb inlet immediately after installation. The filters shall be inspected after each rain and repairs made as needed. Sediment shall be removed from around the filters when the sediment has accumulated to a depth of 5 inches. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Filters shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.07 A straw bale inlet sediment filter will be installed around the proposed storm water drop inlet at the intersection of Route 522 and Westminster -Canterbury Dr. immediately after installation. The filter shall be inspected after each rain and repairs made as needed. Sediment shall be removed from around the filter when the sediment has accumulated to a depth of 5 inches. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Filter shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.09 Temporary diversion dikes will be installed along the limits of construction as shown on the Site Erosion and Sediment Control Plan. The dikes will be constructed with on -site materials and will be seeded with the temporary seeding mix immediately after installation. The dikes shall be inspected after each rain and repairs made as needed to the dike, flow channel, or outlet. 3.13 A temporary sediment trap shall be installed as the outlet control structure for the temporary diversion dikes. The trap will be constructed in accordance with the typical details and dimensions given on the plans. The trap will be constructed of on -site materials and will be seeded with the temporary seeding mix immediately after installation. The traps will be inspected after each rain and repairs made as necessary. 3.18 Outlet protection will be provided at the outfall of proposed culverts. The stone protection will be installed in accordance with the specifications and details on the plans. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is June 2006 through November 2006. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Ryegrass 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug 31: German Millet 50 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1 " to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook. 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place until the site is fully stabilized. 3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 % OR GREATER o •� Zv�' .EXISTING PAVED " _III -I 000I, I i- ROADWAY 1=1117-911- I -I (�-II =� FILTER FABRIC SECTIONA -A NOTE: SPILLWAY USE(HANNELIZE NDBAGS, STRAW BALES SEDIMENT BARRIER ORER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO RUNOFF TO BASIN ASUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. STEEL OR WOOD POST Q 0 Q`� I STEEL OR O �o FLOW FLOW 36 PDWg HIGHOSMAX ' o • LLJ�yo o•• oo •aev n�7•�;p �• •� oo• o•Q -T n.d�S ki •��zl{�p$• C�`O• 41j <71a+'6 o � nQ� 0_ A 0. 0. I A WASHRACK 2"-3" COURSE `�' z -r : AGGREGATE = MIN. 6" THICK o �a 0 o poo 0 ggppo, • o, • o v. no;°A ' a 12" MIN. ��POro� .o "b �`�ca 'gja�o• O pa 40�. • O A 4. i EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT -�- VL01y -- 10 FT MAX. SPACING WITH WIRE SUPPORT FENCE PONDING HT. WIRE & FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF (RECOMMENDED)91, o <• . STORAGE HT_ o �.:.'.. X�� i - s l' I- i'I'I'--1 ftfe oa6o`oo�2k4o $ 1 =al ` WITH COMPACTED 1 I 1 1 GRAVEL I- BACKFILL ) I 111= z DIVERSION RIDGE 1 I -- I- X STANDARD DETAIL ALTERNATE DETAIL W 70' MIN. PLAN TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEIE NCATT ENTRANCE/EXIT 4. INSTDALL EI GUARDS AS CALLED FOR ON THE PLANS. NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 W I - ENDWALL, FIELD MITRE, OR END SECTION I FLOW SLOPE=0.00% j D I� I STONE: d50=0.8' STRUCTURE ID LENGTH (FT) WIDTH (FT) DEPTH (FT) STONE (tons) STR 1 8' 8' 18" 12 POND OUTLET 1 20' 18" 1 40 OUTLET PROTECTION DETAIL NOT TO SCALE SEQUENCE OF CONSTRUCTION 1. Establish the construction entrance and install the safety fence.. 2. Install silt fence along downstream perimeter of work areas. 3. Clear and grub the work area. 4. Install temporary diversion dikes and sediment trap as shown on Site Erosion and Sediment Control Plan. 5. Strip, stockpile and stabilize topsoil. 6. Perform rough grading of the construction area and finish grade all outslopes where interference with unfinished construction is not anticipated. Establish vegetation on outslopes shich have 3:1 slopes (or steeper) using jute mesh. 7. Install utilities. 8. Install storm sewer and rip rap. 9. Perform final grading of site. Apply remaining jute mesh on outslopes and seeding and mulch. 10. Remove temporary controls after work areas have been stabilized. SEDIMENT TRAP CALCULATIONS WOOD STAKES OR METAL REBAR. DRAIN GRATE LESS THAN / 5% SLOPE 12" GRAVEL FILTER*WIRE MESH RUNOFF WATER FILTERED WATER PONDING HEIGHT SEDIMENT•'$4 If a CONCRETE GUTTER ~� -1 12" 12" CURB INLET n LA PLAN DROP INLET STRAW BALES STRAW BALES TIGHTLY STACKED OR OFFSET CORNERS AS SHOWN. GRAVEL BACKFILL GRAVEL BACKFILL EMBED STRAW BALE 4' MIN. INTO SOIL. SPECIFIC APPLICATION SECTION A - A NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO THIS MEATHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE BE USED FOR SMALL, NEARLY LEVEL DRAINAGE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE AREAS. (LESS THAN 5%) INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED 2. EMBED THE BALES 4" INTO THE SOIL AND ENDS STRAW BALE/GRAVEL AREAS. TIGHTLY ABUNNGS GRAVEL BACKFILL WILL PREVENT EROSION OR FLOW AROUND THE BALES. 3. THE TOP of THE STRUCTURE (PONDING HEIGHT) DROP INLET * GRAVEL SHALL BE VDOT 3, 357 OR 5 COARSE AGGREGATE. MUST BE WELL BELOW THE GROUND ELEVATION GRAVEL CURB INLET SEDIMENT FILTER DOWNSLOPE TO PREVENT RUNOFF FROM BY- SEDIMENT BARRIER PASSING THE INLET. EXCAVATION OF A BASIN NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992 3.07 ADJACENT TO THE DROP INLET OR A TEMP- ORARY DIKE ON THE DOWNSLOPE OF THE STRUCTURE MAY BE NECESSARY. TEMPORARY SEDIMENT TRAP ORIGINAL GROUND 1 VARIABLE I I* VARIABLE VARIABLE ORIGINAL GROUND ELEV. COARSE AGGREGATE CLASS I RIPRAP * SEE PLATE 3.13-1 CROSS SECTION OF OUTLET i runr/iu rrr-r\- UU I LG I `r-CRJI'Cl, I IVE. VICYY SILT FENCE CULVERT INLET PROTECTION 0 o o o LTOE OF FILL * SILT FENCE 0 0,0 0 * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION" 1.0' 1.5' FLOW ** VDOT #3, #357 OR #5 CGmmar_ r\VVRGVhIG TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED TRAP ID TOTAL TOTAL WET WET WET DRY DRY DRY TOP OF WIDTH DRAINAGE STORAGE STORAGE DEPTH STORAGE AREA STORAGE VOLUME STORAGE DEPTH STORAGE AREA STORAGE VOLUME EMBANKMENT OF AREA VOLUME REQ'D. (D1) (Al) (V1) (D2) (A2) (V2) WIDTH OUTLET TRAP #1 3 acres 402 c.y. (10,854 c.f.) 4' 1,596 5,427 c.f. 3' 2,022 s.f. 5,427 c.f. 2.5' 24' Z 00 COMPACTED SOIL 2.5' 1 RIPRAP .0 FLOW I. I=III=III= I- I I-III=III-III-III=III I �I I II I �I I I I II II 11 II 11 II 1 II 11 II 11 Iri II I I" 4.5' MIN. TEMPORARY DIVERSION DIKE O V O Z (n 0 -J UQ Lv ma OZ Lv Q Lv Z111-- Q 01 Z� OQ w WZ 0 0 LO Q Lei _Z (7 Lv w Oga .. �a W� 0D QUJI �O 7-(nZU Q ? Y of Li w g W U � O_ ■ U ■ J ■ e+ •' O (D (p N 0) I'M 0) O U O N N Ui N I I) N (Q ( L v v (D -� o0 'v W3 v ' J V) ' C N Q U D O O ' E v1 U) s o 0- n LV4) (D t O U U c O F- w E Zw OF �j1P �O � J N C. LEWIS No. 21621 w� kl�'&�IONAI, �� ��ti SURVEY: C. I.: PL-PLC. 2• DRAWN BY: JOB NO.: PL-PLC. 0503025 SCALE: DATE: N/A 01/20/06 SHEET: 6/ 1 4 FREDERICK COUNTY SANITATION AUTHORITY GENERAL NOTES: CONSTRUCTION NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. The water and sanitary sewer portion of these plans are valid for two years from the date of FCSA approval. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE Authority requirements. APPLICABLE. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. PAVING AND CONCRETE: b) The contractor must: 1. make application and pay deposit 1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL 2. mark the tap location RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF 3. coordinate installation with the engineering -assistant CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE 8. The Authority's maintenance department shall furnish and install all water meters though 2" in size. AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS Before a permanent meter is installed: OF VDOT. a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. c) The distance between the top of the cover and the coppersetter shall to be between 18 and HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE 21 inches. d) All components of the meter box assembly shall be in proper working order. LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN 9. For water and sewer services that connect to existing lines: THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 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 meter vault assembly. The Authority will install the meter. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY e) The Authority will install all sewer laterals. FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY 11. All fire lines shall have backflow prevention assembly (detector double check valve of RPZ, as required). THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY PERFORMED TO DETERMINED The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A also have a fire service meter. This assembly shall be installed immediately before the backflow prevention CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. backflow prevention devices, and approve the designs and materials. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE PLANS. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. PLAN VIEW 6' ") 6' DIAMETER SCH. 40 PVC I.E. = 798.75 G FWVSECTION VIEW ............................... 4" CRUSHED STONE (3000 PSI) 4" CONC. DI-1 STRUCTURE TOP = 804.60 (6") 6"0 DIAMET SCH. 40 PVC I.E. = 798.75 TO BE INSTALLED AT 0.5% SLOPE DI-1 GRF . 804.60 J: i TOP OF EMBANKMENT CONCRETE CRADLE lr STANDARD r 24' Salsa backM 112 O.D- sr r 24- select backfiM 8- 6" M.0 CONCRETE ENCASEMENT TRENCH & BEDDING -1- All backfill to be compacted to 95% of ASTM D6A6 maximum density. CONCRETE ARCH 24' select barAdiM r 24- select beckO 6" 1/2 O.D. 61 SU 05 1 2.5 INISH GRADE _. EX. GRADE (54') 12"0 DIAMETER RCP PIPE O 4.91 R ���" EX. GRAD I.E. OUT = 798.65 EW-1 I.E. OUT = 796.00 POND OUTLET STRUCTURE DETAIL NOT TO SCALE - - - - - ----- - - -- - - -- - - FINISH GRADE 00 ! SDR 35 spigot by geskelled bell 45" bond MR 35 8- x 4- goskebd bell wye location marker alone SDR 35 spigot by SDR 21 gaskeled boo adapter 2 3' ffwwn rn SDR 21 geeketed pipe arw "Wigs SCH 40 solvers weld cap property line tir►islted grade 4" pipe at 2.00% rnW* wrn grade 5' - SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- finished grade 36" min. Cover treated 2-x 4- with - top 6,pwrftd green concrete skid ped 18- dia_ x 6" deep ► 4- stone Para Model PA48V-CSK (4') Vatvw,Inc. n Fig. No. 71 BOB pkig hawng as caxsr square with rd marked head v©v -SEWER, SOR 21 - cieano(A pipe bottom section of box brick base _ sarntary _ sovver man SDR 21 wye SOR 21 45" bwod 45' SDR 21 - r Now bedding SEWER CLEANOUT -19- U) O V O Q O J 0JQ Q Z0W O U Q SEP bah I j Z W Of Of > oZgQ_ . W0_ WZ >_ 0=) QLLJ >-O w Z Q ?Y W w � W 0 U W a- V ■ O n +� N (D C 0) Q) U N ol N Ln � � «� � N cD � N 3 L N (.D cD N 3 0 c LLJ u7 L a r N U U D O � C O 0_m u, � a ' o LLJ cD t r U _� U _ E Z � w c� N MINzft� J w Dw MIN �z Z 0 9EP 06 c) w {���tiTx OF vf� �O � O � J C. LWI 9 No. 21621 SSIONAL SURVEY: PL-PLC. 2' DRAWN BY: JOB NO.: PL-PLC. 0503025 SCALE: DATE: 1 "=20.0' 01 /20/06 SHEET: 7/ 1 4 2" R CG-6 NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO 9E CLASS AS F CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMSNATION CUM L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CUM) SNAIL BE PAID R AS FORADIAL COMNIN" N CUM • GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM Of THE CURS TTOO THE TSLOP S CO►NBTRIACS ARALLEL U� COURSE AND TO THE DEPTH OF TFK PAVEMENT, 5,ImS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN OEVELOPEO URBAN 6 SUBURBAN AREAS, IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD C0-7 19 REOUREO. THE BOTTOM OF THE CURB 010 GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MON" DEPTH Or 7" IS MAINTAINED. THIS AREA MAY gE CONCRETE AT THE OPTION Of THE CONTRACTOR COMBINATION 6'' CURB & GUTTER 105 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2 CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSIF PRECAST. 3. COMW"TK)N CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CUMi SHALL BE PAID FOR AS RADIAL COMBINATION CUM • GUTTER. 4. FOR USE WITH STA■ILIZjEO OPEN -GRADED DRAINAGE LAYER ID THE BOTTOM OF THE CURB ApV1TjR SIfILL BE CONSTRUCTED PARK EL TO THE it* OF SUBBASE 'OUI1 fTAO TO THE OEPTH OF THE 5, THIS BUT 6 REQUMIREDK04144 USED SPEED ANY 5 GRSIGN EATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH IN DEVELOPED UftM t, SUMUIIBIN AREAS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARREN CUM, THE TRANSITION IS TO BE MADE WITHIN IV OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS, 7. WHEN COMBINATION MOUNTABLE CUM AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CUII CONFIGURATION INCORPORATED. 2" R D D D D D D I , 7 G G 0 a a D D D _• --------------------- HIS K TE AT ONC THE OPTIECCONTRACTOR _ -0•• TIONOF 201.04 I ao:aa COMBINATION 4" CURB & GUTTER VIRGINIA DEQARTMENT OF TRAHSQORTATION GENERAL NOTES: ,L THE BE'ECTABLL WAt4W SHALL BE aROVIXG BY TRUMCATLO DOMES. 2 DETECTABLE #A4/ING TO BE CI ASS A-3 CONCRETF (CLASS A-4 :F aNfCAST) WIIh SLIP 4E%13IA1%I INTEGRAL. %LffACI COVERINI -HE FULL WI Of THE RAW FLOOR V 2 FOD'T IN IW�+CTN IN Tit ORECTNUN OF PFIJF$TR�y{ 4RAVEL, OTHER TYPES OF MATERIM MATH T.IE TRtlMI`ATrO DOM,E4 OCTECTAB-F WARMING MAY SL USED WITH THE APPROVAL OF THE ENGIINI 3, SLOPM SOLS OF CURB WIMP MAY NNE POURED NGNO: ITNICXLY 0 TH RAMP fLOOR OR aY IA M PER11IIE$1ALE CONSTRUC110N Mt WTTHt REQWWD BARS. 4. f kAAIP FLOOR 15 PW�C:AST HOLE; Mil ST BE PROV-DED FOR OOMEL BARS 50 THAN AO FI AREU S&S CAN x CAST IN PLACL fFTER KoakENT or XMCAST RAMP F.QOR MMCAS7 CONCRETE SHAG. BE CLAM A-4. 5. gRpYOU UDES # IHk TRDMAPIALFLOOR, MIG-DEP H OOF RAMP FLGOR.CLMNIMMALONC CI RITE COVER F/Y . 6. C6-Im / ^LIP¢. AID fi�,tt,, TER SLOA IHA,N%7ICNS AD T TO CURS RAMPS ARE INCLUDED ni PA4IENT FOR (;& MP/RSF01CURB MO GUTTER. OR AS 7. ;LIRBB AN rR. lol BET N+6Ht MTwTAY OF ARSfC IDHSHOWAY FWIIFR��ERD CROiiE A a= REGAROLESs OF WHET+•ER SIDEWALK I7F EXISTING, PROPOSED. lNP XISTENT THEY IAJST aE LOCATED W 41kl PEOESIR;AN CROSSWALKS AS S+N0YP4 OM RAMS OR AS 4 CTFD BY THE rNOI EER, AW SHOULD NO aP L AMfO BEN1I:3 VEHICLE STOP LINES, E)ISTI� LTL•1T POLES. FINIF A4YORAfITS. DROP III F.TS, FtC- ACCESSR3LE ROUTES 1-"VOE A 00NTIIUD45 U�UCIM, STABLE, FIAT AND SLIP RESISTANT PATH COVNECTI41�xAl;. E ELEMENTS OF A rACILITY THAT ZABM BE APPROAGt4E0. ENTEBEo AND USED By PEDLSTRIdNS. AMPS AL OR 7AW.FNIA 1,ECTKM ND. 'CURSE 01 pPE ATIT'IE�VCT I N 1 L&OrS OF TEE SLAB TPIE C .g SWALt3� T uFRPEuNpICULAp t0 TM: CURK 9. TYPICAL CONCRETF �,DIWAIK IS 4" THICK. WHEN THE ENTRANCE RA01: C.NWVCT ACTRLOMMOOATE THE yR ING HfiOIAREMENTS ANT'CI'ATED HEAVY TRUCK FN . RT:iER iO 5 ANDAA(D C6-13, CT)MwER`ia4L EkTRAAKJ: :HEAVY TRUCK tRAFflo FCR CONCRETE DEPTH, 10. IOHEN CURB RAMPS ARr U76 IN CON.)JNCMN M-II A SHARED USE FAIH, IHL MMINLM WICTF SHIALL dt FHE WOTT- OF NNE SNARED USE PATh THE BOTTOM OF THE CUM AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIN.OEPTH OF 7" IS MAINTAINED W5 502 INSMTABI.E SHEET A59 TYPO A PERPENDICU! AR ;IN '2=1 JA0 1 TYPE B PARALLEL _ �0- �• MMyI�-..�..9•-- 1 - XX UNA' }X • 2" PC4ER THAN EDGE OF PAVEW-MT C *)K ,SAME AS TOP Or CURB TYPE C PARALLEL Ile PERPENDICGLAR Lb" - 2.4' - 1WNCA)ED DOME Al )( o-c sTJ ZS 1 0 UG V O CO OCUGOG.,_ � � :I Boo n o 0 0 oc cl000goq,I 1 ~ l� !r7 o u o 0 0 cD ©0 0 o a D 0 O! o b io 0 0 0 0 0 0 0 0 0 0 0 0 00, lt Ds•• ,, I 50Y• - 55-• OF BA "E [h AWETER O 0 0 n o 0 0 G O C1 O C C] 0 0 -- ... ' -- O G O O O O O G SY; O O O 3 O 11 Ij4WFT�19 ?AY I MITTS -RUNCA 7 ED 30kk OE tI C I AHLL± 'WARIVNG DL I AIL DE7 AIL CG-12 :1.';`ETLCTABLE WARNINC aURFACL ► ti, NERAL NO ; ES VInNA 1TEPMUIENT OF TRAISPMTAUOM Virginia Department of Transportation Section 6F.02 General Characted1dC3 5Lln�l INMTAKESHW A." Staunton District of ---------`- ---- 1? Rev. May 1, 2004 Support: R " T1pro-l'is PERMQSNILE T"'"�TiON VDOT General Notes TTC zone signs convey both general and specific messages by means of words or symbols and have the ',� '{ t V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and same three categories as all road user signs: regulatory, warning, and guide. !-"- r�rl �tAiN Standard: i Y .r Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a A discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. The colors for regulatory signs shall follow the Standards for regulatory signs in Table 2A-4 nod � V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health P Y P P Y Chapter 2B of the MUTCD. Warning signs in TTC zones shall have a black legend and border on an P g $ I r ACE) TOLIRAiMP SEE 31 Q SSE 9h1�'! I , 4F 4 Fl7R gCT,MLS 4� � Administration (OSHA), and Virginia Occupational Safety &Health (NOSH) Rules and Regulations. orange background, except for the H' hwn -Rail Grade Crossing Advance Warning (W10-1) sign which g � , I� �i y g I V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in shall have a black legend and border on a yellow background, and except for signs that are permitted in t accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control Parts 2 or 7 to have fluorescent yellow -green backgrounds. Colors for guide signs shall follow the TCH FACE TO POWAY c - flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. Standards in Table 2A-4 and Chapter 2D of the MUTCD, except for guide signs as noted in Section 6F.50. BOOK OF : URR �. T 1tAit•�___ ( � i l (� V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal I Com$WALK poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole Page 6F-2 M 2005 SECTION xwN'� A -A TYPICAL PLACEMENT responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the VDOT these does indemnify the developer from this AT INTERS:ECTiON proposed construction activity. approval of plans not WITHIN CROSSWALK responsibility. Standard: FETt4tS$It}I,.E TTRucTION V5. Design features relating to field construction, regulation's, and control or safety of traffic may be subject to Reflective sheeting used on orange construction and maintenance activity signs shall be fluorescent change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be 'SECTION the responsibility of the developer. prismatic lens type conforming to Section 247 of the Virginia Road and Bridge Specifications. 5-B Support: V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use pig NOTE: FOR 6ENFRAI.,INpTLt '9M TH! DETECTIBLE W.ARNNG SURFACE, i permits for any work within VDOT right-of-way. The fluorescent versions of orange provide higher conspicuity than standard orange, especially during ` � SKEET t; 4. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by twilight. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies Q tion• and VDOT prior to initiation of work. _ p V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any Warnini and aide signs used for TCC incident management situations tsee Chapter 61) may have a black undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or legend and border on a fluorescent pink background. requested inspection. Existing warning signs that are still applicable max remain in place. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the to order to maintain the systematic use of yellow or fluorescent yellow -green backgrounds for pedestrian Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project bicycle, and school warniU siou in a jurisdic-tion the yellow or fluorescent yellow green background for shall be maintained through construction. The Developer shall have, within the limits of the project, an employee estrian. bicycle and school Warning S1aY be used In T1'C zones certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and Standard orange flaps or flashing warnin lights may be used in conjunction with signs. THE L TN A QIYLAL RAAk° _ O� ? L���ri�D" iMIM EaAREAaSS OF THr operation. Deficiencies shall be promptly rectified. Standard' _ $4ET 3 QF 4 V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. When standard orange flags or flashing warning lights are used in conjunction with signs, they shall M12 DETECTABLE WARNING SURFKE not block the sign face. TYPE (F'A�RAl.LEL? APPLiCAr`ON u 7A V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six >sJD2 wt61'1A OE:ARtMERIT l2R'T3hMMINCMiTAT10M (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. Guidance 208.06 I Si used or advance warning should be 48 inch b 48 inch unless prevented b ri hi-o -wa restrictions V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered b'�' .r g • y p y g f y INSERTAEU SHEET A59 during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work or approved by the District Traffic Engineer. shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. � '? tion: PERM,ssIBLE .,� V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative ^ONSTRUCTION I M5 DOWE_s, B' LaHG prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the The dimensions of sigps shown in the apical traffic control figures in section 6H may be increased 112.• C C 4-a sample obtained is representative of the location. When soil samples are submitted to private laboratories for wherever necessary for rir ater le ibility or emphasis such as on freeways and expressways 4, ��~-�_ testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Standard: 'NxT _ V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in Deviations from standard sizes as prescribed herein shall be in 6 inch increments. BMAX six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus z' - or minus 2% of optimum moisture for the full width of any, dedicated street right-of-way. At the direction of Support: _ .-- I P Y TRUNCATED DOMES VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Sign design details are contained in the "Standard Highway Signs" book (See Section IA.I I of the SEE SHEET IOF 4 FOR DETAILS Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A TYPCk DESKN MUTCD). a-o' 4'-D" V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and/or as specified Standard' - .}. _ _ y_� by VDOT. BACK OF cLRMe I III MAX. I 44-1 MAX. zo J V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT All signs used during day and night shall be retrorefliec&e with a material that has a smooth, sealed T� - - ---'` minimum design standards and is the responsibility of the developer. outer surface. Non retro-reflective signs, such as mesh signs, shall not be allowed due to fading, Sunlight SECTION A-A�, shining through, and improper use during hours of darkness. A V17. Prior to VDOT acceptance of an streets, all required ,street si no a and/or pavement markings shall be a V-a �s 1 P Y q 9 9 / P 9 CONNSSTRUCCMIN �'• 'fir= installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual Option: JEXHNT -"`� On Uniform Traffic Control Devices. Signs may be made of rigid or flexible material. -c-: - �___ ____ - Y_. ,,• '" =- . The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start SECTION B-B of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be tio:T µ T I V18 Guidance: 0./ upx provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be Advance warning signs used during night hours should be reviewed on a periodic basis during the shift to WTa, FOR GENERAL NOTES ON Ti4E DETECTABLE W NTNING 3WFACE• ALTERATI.ONS obscured. SEE SET of ensure moist urelcondensation has not obscured the retro-reflectivity or visibility of the sign text. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Standard: A 4'SOUAITf. LADING Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and AREA LWAY E OF Brid e Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of -mounted signs Shall be made Of rigid material. S+ substrata for DS mounted On plastic Y TRAVEON'AY swtl y 9 P P P P• gid Iglu signs BE PNOVN0E0 Vr_r* test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a THF' MARWD drums, Type IiI barricades, and portable sign stands shall be either a flexible retroreflective roll-u 3 C4055WALK AREA 3t VDOT representative shall be notified and given the opportunity to be present during the construction and testing p x �_: of the density control strip. material, or a 0.4 inch thick corrugated polypropylene or polyethylene plastic material, or a 0.079 inch �0 t thick aluminum/plastic laminate material and shall be the same material that was used when the device 40) c, V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and was tested and found compliance with NCHRP-350, Test Level 3 requirements. C>�0 SWAtiK X u 0 WAL VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be F.,submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the T`.`PICAL PLACEMENT SSWALK TYPiCAI. PLACEMENT opportunity to be present during the construction and testing of the control strip. A? INTERSECIICN DIAGONAL VARiA_iON AT INTERSECTION WITHIN V'ROSSWALK 'WITWITHIN CROSSWALK V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall i�I'1Th BU EER STRIP} be explored below the bottom of the excavation to determine the type and condition of the foundation. The ' Tuns DES" 10 BE USED tOR CONSTRUCTION -HAT INCORPORATES 1OILXf 54ULWALK. LADIN� � contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing I41" VROiI REN.0 FT AT FOR LT �RAW'• IAMADM CURB RAN} t TH N1 FEET FOR HEW pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or CONSziRtiCTlplil, 8 FE9 T FOR ALTERATIDNfi w Sootherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization ` > :.(a'11 DETECTABLE WARNING SURFACE shall be determined by the engineer and approved by VDOT.. 110,5 T`:'PF A (PERPENDICULAR) APPLICATiON ,V22. Approval of these plans shall expire three (3) years from the date of the approval letter. - VNtINIA DEPAf?TNSP MEMT Or TRAOR ,N 7ps ?ATION 2D3 f'OS , V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by 5 VDOT. p sIfI�BTA�i (OR AS SHOWN ON PLANS) V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in GO,* accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly I complete. ' .. .. ..... N RMN B A -oqw:-, A-41 I TANGENT PLAN SECTION -A" A9 Matti. RONe RNI. NIMBI ON THE SiTMIMILS yR*W" SURFACE., mr�T10+. FARALLEL tI PEAREIVlCULAR APPLICATION (oDABW rN%TMtl► NN 4, O � NMI. L NGT pp�I�� LA�ifnll��s I�E�RMCMiAIIENL�EL� IGR£_ I� TYP iCk PLACEMENT AT iN7lwl'SECTICr11 WITH DiFFEA STRO TWE 9EL£CT0N Of CRAB i'MRE AND fK 0011iFFIIto9II I OF TUB• UTILITY ShW *W VAIN T4 i>E)rT E9MyThIBFE OOWTXM 40 10AD"Y AQfTtl$ LMOAOITHE � AR0 9(:4"* go Ad WII IHW tWMdII%B 04M WLEL 4_ 111101 I WAARI FIR AlAmy" QMAE IJ� %"t)I moo* BW"fB1F'sfw. LAM6M. A 0.1C%l &T'�, V at Two BL.TAPBain" %ft 60" A s'• iMi6..DIIIErIIB"a T#W ' 7 .AIM om Till Tin ijrWT BRRM K POW"MO OT A t+R1+ dMBEEi UTBI M Ot COHI"fW M'TIE ' nFfR + wllw" suBBAfCi, CG-12 DETECTAIRLE WARNING SURFACE .� TYPE' C ('PARALLEL &: PERPENDCULAR) APPLICATIONlE3i7VOVAVM 1pwTNiIm WF "liMMhsPp!lTATMSII TRAFFIC I M PACT ANALYS I S ITE TRIP GENERATION 7th EDITION ITE-PHARMACY/DRUGSTORE WITH DRIVE -THROUGH WINDOW #881 WEEKDAY: 88.16 TRIPS PER 1000 SF (13,013 SF) T = 1,147 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 7.87 TRIPS PER 1000 SF (13,013 SF) T = 102 TRIPS; 49% ENTERING, 51 % EXITING PM PEAK HOUR: 9.51 TRIPS PER 1000 SF (13,013 SF) T 123 TRIPS, 50% ENTERING, 50% EXITING W > Dip OI X;Ch Im W!W 01Z Ld iU Z_ i I J'w wl~ V) �i z_ W U V) Iw 13 i 4" CRUSHED STONE -J (3000 PSI) 4" CONIC TYPICAL SIDEWALK DETAIL FOR PUBLIC R.O.W. (NO REBAR) NOT TO SCALE w Z J MILL 1 1 /2" x 6" TIE IN JOINT. EX. LANE 14' CROSS SLOPE 1 /4":1 2" SM-12.5 3" BM-25.0 8" 21-B COMPACTED SUBGRADE CG `...I I.I ...I I f= - 1 I li I I-1 _= i -- I--I I III ! I I I'r1'20VIDEI STD.iUD UNDERDRAINS 3 I O 1 I R VA IES SEE LAYOUT PLAN 5' SIDEWALK SEE CONSTRUCTION DETAIL ABOVE 5' 3' DEDICATION L GRASS STRIP / 1 MIN. _- ... -) ........... . .1.1_ I--! ..... - ! _ _ I - -:::: -i vi ! M 1=1 I I 1, •I•i• ! • --; •I i .j. 12" WESTMINSTER-CANTERBURY ROAD RIGHT TURN LANE DETAIL NOT TO SCALE NOTE: 1. AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB AND GUTTER. 2. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER. 3. ERADICATE EXISTING WHITE STRIPE ALONG EXISTING EDGE OF PAVEMENT. W Z J 3 I O I Of 0 LEI V) O 0- 0 0Y 0- 0 Z Z W 0 W ~ L.l 0 ~ 0 Z Z0 O Q 3 F- V) U_0< 0>� � ~ Z W V J Of I_- I.Lf Ln Q L0 Z_ W 0 Z w U) W � �a 0:3 QL�O mo ZU Q jY a (n frL W UJ W U � ■ J ■ a- O In + O 0) (p N 0) � pT U N N N Ln In 3 U) I N N 0 o cD W 3�0�� d O � L0 L Is IIJ L L Q) U O C O E rn U) Iva o U) W ~ W E Z � W Q 0. C) Z Jw �w Z O Z W ,'t H OF v jfP o O c J N C. LEWIS a No. 21621 AN w Cs ��SsIONAL SURVEY: C. I.: PL-PLC. N/A DRAWN BY: JOB NO.: PL-PLC. 0503025 SCALE: DATE: SHOWN 01/20/06 SHEET: 8/ 14 INSERTABLE SIIrFT AS] 1NSLR'TABLE: SHE'EI' A81 May 2005 PW 611-13 May 2005 Page 6H-76 GEOTExTtLE ORAT40" FAWK (OVERLAP r-C" AT TOP) -) PAVEMENT e•e • '�� 44i,4:"iSA - - SEE NOTE I SHEET I OF 2 PAVED SHOULDER pNppop�.$� 7OR 2' p' T 0 ABBIEGATE lam . PAVED SHOULDER SECTION UO POET IS PERFOkAT[D 45 ELBOW CONNECTION ---+ ME -LESS AGGREGATE PRIMARY OMECTgN TREMpI Wll'H OF WATER FLOW DRAINAGE FMRIC NON PEW A OUTLET (1PICALS�)�� g�`lpp CONECTOMPIPE FOR •5, WYE CONNECTION r-D" Nara. LW-12 (TYPICAL) OUTLET PIPE No SCALE uOERORUN SHALL K CENTERED UNDER CUM AA GUTTER OEOTE!<TIE GRMeAGE FMI■C IOVE A► 1'•O" AT TOP) P1fNILAENT • TLET WE KE NOTE 1 r_O„ 4" POE NO.B on 40. 57 ASMOATE CURB AND GUTTER SECTION PlET 1Dt PEII 0,MTED SPECIFICATION REFERENCE STANDARD PAVEMENT EDGEDRAIN 40 258 V•1/04 VNGIaA DEPARTMENT OF TRANSPORTATION 102.06 70 TURN LANE ARROWS Turn oo�rrrraa.rJ"q,reeppwwed in occwWt+,c• with Die EnB1Mlf. fr"Was~wise directed by TURN LANE LENGTH 30r or longor: 3 arrows 1 Arrow located of 'It fuNwidth turn Ione. n kx- 1 Arrow located o1 Point of tul turnla 1 Arrow located SQ' beck from etN f or and of loft lift, 1 Arrow located Qt-pea"n.,a of fu"width turn None, 300' or yes: 2 orroa 1 t Arrow located 90' 6dck k"Orr+ stopba a and of lone l fe. 5top wild yollow Nkw of the bolkwong 10' While Skip ` 01 tM roeiustM rWiuf� 30' SP�i^9 \ Bottom of arrow of beginning of fia width tun lone. DETAIL FOR LOCATION OF EDGE LINES ON CURB SECTIONS OF ROADWAY (NO GUTTER) • 4" Mork" e t I No edge ww required where curb and q.ttrs present unyss indicated by the B.. 4•. Engiatx. SKIPS Ttru lanes: use 10' skps i 30' spacing. Transitions more then t00': use mini skips 12' slope / 4' spacing). Trsrnrliarfa t00' a iota: do not use skips. 2' Wht4 skrp We 4' Specwng wNslf e by the npyer • - .. . -No edge Isle required where curb and gguutters present unless indeated by tha Engenetr, Notes Stop bars, i1 required by the Engkfear, affd be a mfilNrNAf1 OI 4' in advance Of 1Hy dMfe OOMr. y the obserNce of a marked crosswalk, the step bar sharbe o nk"wrn of 4'end o mavirrknn of 30' in advance of ft nearest edge of the iMsrsectkng roadway.Stopbss ahollbe 2'In eodth. Arrows "be in accordance with the Fodersi UTCO Spacing between doable solid yerow *we shalt be 4" TYPICAL PAVEMENT MARKING FOR UNSIGNALIZED INTERSECTIONS ' VIRGIMA DEPARTMENT OF TRANSPORTATION o� a 0 Ld LL OI wl Z J of W z UJ GED An OfRAAAGrE rAR" 1.0" A7 OP pact) B)IOLLLDE)t LONGITUDINAL PERFORATED PIPE 11D-4 STARIWO OPEN M0.20 AGGREGATE T "PE OF PIPE _ CRUSHING STRENGTH GR Q DRAINAGE PAVEMENT .NT .• LAYER 4. ^'. � : SUBBASE LAYER :'.:: PIE SMOOTH WALL PVC SUSORMIE C001111111,01GAT0 PE AMMTO M-252 SEE NOTE 1 NO.� 011 N0. 57 0• r•a- aArE NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) TYPE OF PrE CMG STREWTH SMOOTH WALL PVC } SMOOTH WALL PE 70 PSI HMO! tTNMORAPI SHALL K CENTEREO U NER CUIIB AND GUTTER. M WALL THICItPESS 1MN) - RNGES QOTExT" DRAINAGE FAI NtC MMM TESTED ACCORDING TO MTN 0-244 AT 5% DEFLECTION- tOVE LAP r-a" AT TOP) i DOW GRADE 6IM/1AOE LAYER- SEE NOTE S SUISME LAYER MAIN LNG PAVEMENT TM Y CONECCTON YT PIPC =..�5 "as OR ND 57 AMGAT 4` PIPE ST O, W4 REOT3. STT). Up-4 REO'0. CURB AND GUTTER SECTION sHoUMUoER / (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) PAVEMENT NOTES: ES EP I 1. 41" MksAAA,PROMMO ATTAINING MMMLMI 4"OFAOGREGATEpORN TOP OF PIPE. EDGEDRAINS IN GORE AREAS 2. tOIIOP THE WEI� MMOtQE. ECONGITUOIIWL T ).. PE NON RfORATEDTOUT EI LY P/i3 ARE NOTT REOUIRED. 3. NVERT ELEVATION AT OUTLET END OF OUTLET POE TO BE A OF Y•O" MOVE 1040 T ELEVATION OF R[CEIV 4 DRAINAGE OITCN FOR FOR STTIIUCTIRRE. 4 TO KCOfNtrM! CWYRUBiiGtltRENGITM I1tYT�K LIMITS ME ET PRE RTRIFICE SIDEWALK SPACE 5. OUTLET PIPES AM TO K *STALLED ON 2% W. 13% fEBl11AKE) GRADE NO PERFORATED LOCATED EVERY 360'MAMWJM OR M NOTED ON RAMS. I NORM PERFORATED B. UTLET POE TO BE SECURELY COIMECTEO TOEW-1200 OTHER DRAINAGE TW.NCH WITH RORAM AGGREGATE TAXTUBI. 7. nTHIN THE LMTS OF A COMMEACIAIENTRANCE, MON-PE3RFORAYEO PIE SMALL BE UTIIM N LIEU OF PEMORATED PME- MAMLPf ROAMAr B. THE LENGTH OF PPE BETWEEN THE WYE CONNECTION NO THE EW•12 SMALL BE ST•D, CURB LAAlEO t0 NO IADIi THAN r•tr• TO KRnt CAMERA INSPECTION OF THE WAIN LINE � GUTTER UNDERDRNN BETWEEN THE LWTS Of ST'D. CUP N EITHER DPECTO L COSIAERGAL ENTRANCE' CURB RETURNS • gtTTER S. IN SITUATIONS SITUATIONS WHEN FULL DEPTH OF STMILIZED OPEN-GRADMATERIALANN COT WIL PERfORATEO POE. K MANTAWD UMKIt CURS AND NUTTER, N0. 20 AGGREGATE 04ALL K USED U11NR Cur AND GUTTER. NO, 219 AFi K"T[ MAY ALSO K uSED FROM IK TOP OF STLIZED OPEN -GRADED MATERIAL LAYER MO CURN AID GUTTER. SHEE1 2 OF 2 rNcrcao oraw" 240 STANDARD PAVEMENT EDGEDRAIN 254 501 VMGMA DEPARTMENT OF TRANSPORTATION 701 1t1B.07 co n ' IN40ROACH SAME at STMK RCNG AS MIMICA {ADDS TO K AS ROADWAY SNOMN ON PLANO C C I - - - - - (RADIUSTOh5 RADIALANS) / CLMN (STi f;: ieCLASS A3 �. • �..�. •fi'SNOEWAIRtH.E.SJ B„ILO••coNCRETE ,EO"ANSION OBIT EXPANSION A7NT SECTION C - C NOTEr WIDTH '•r' 2'-0" OR /1f W MApLNE ROADWAY SHOWN ON TYPICAL SECTION. A --/ PLAN VIEW hD CONSTRUCT GRADE CHOGES WITH A PARABOLIC CURVE. ® w1EN THE ENTRANCE RCQF �PIN - 10' PARABOLIC CURVE ��RIDAfATHCET4AAVIBY �� OF M ��fHbL lB BE M� EDGE OF SMOLLOER OR OPTIONAL FLOW LM[ s CAX. IANOE - - D TO MIE ROpwY - - -- - _ Si 0•w is OPROW " _ T WITH pAK FOLLowtc x t 1 D NOT[ 5'MIN. - �►., CHANIM 40•MBl.FOR STREET ' 0 s7 AnDN LTIMM D pXX �`PAVIL�wnr MENTRA P T WM.)MrTEO N er" THE ENTRANCE.) SECTION A - A ® WAL NOT ttD GUIDELINES FOR GRADE CHANGE D ESHAILL RCtlRT TOIL AC[TrTHE VOLUME WRNEN tDEp N C TAN WITH ST I FTA(p STANDf 7{0 ENTRANCE DESIRAME MAXIMUM l5 K TO THE MOM {MOIRE iMAN 1R)00 VPO) 0 A 3 1 k10unA�lE cut. +4TTON. MEDIA (500•400 VPO) s 3 11 O z SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO K USED WITH THIS STAAARO. LOW !LESS THAN 500 APO) t • < B S )K PLANS ARE TO AT WHIN CpNSTit TOM Oi A iLOTF L■E IS TO PROIIOE POSITIVE op�RppA��1BppMNNGc "LOU* FA�2w0aB HOB P01lTIONAL OF I�a TTo �U POIRl51G OA WATER. SPECFICATION REFEIRENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS S02 AND COMMERCIAL ENTRANCES RED 7101 VIRGINIA MARTfENT Or TRAMBPOItTAT1pN 203.04 VARIES SEE LAYOUT PLAN 5' SIDEWAL MILL 1 1 /2" x 6" TL IE IN JOINT. I 3= EX. LANE 3't GRASS ! STRIP 1/4":1' MIN. CROSS SLOPE = 1/4":1' MIN. I 11 CG-7 ............. -� I=1 I I-1 -1 -1 I= _ 11=f=I _ _ _ 2" SM-12.5 -1 1= I El -=1 I=1 I =I _- I =I I =I I I= I=I I: I -III-I I =I I I I I -III R I I! -I I R- ) I I- I I I I I- III -III - 1 1 Iv I I-1 1 1 __I 1 1 =1 I I__I ITN 1=.1 Il 3' BM-25.0 I0-�OVID� STD. l�D 8" 21 -B UNDERDRAINS 12" COMPACTED SUBGRADE WESTMINSTER-CANTERBURY ROAD RIGHT TURN LANE DETAIL NOT TO SCALE NOTE: 1. AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB AND GUTTER. 2. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER. 3. ERADICATE EXISTING WHITE STRIPE ALONG EXISTING EDGE OF PAVEMENT. _7 2 W I W :r7 sTliRaL>Jra�- w�e1P-t� 1 SEC NOTE 1 w f•f �I O z May 2005 L C20-2a �48"x24" ° CA 1MB� _ i4rAb tiJeiK 11 i lIANATED FLAS+'" AMBER (CAUPON MOO) TYPERWC ceNES- SEE 1107r 3 t VW-28 4811 x 18,I --_1 W21-4 18" x 481' 11!.FiIR►� L Stationsify Op►etWien on ShuW&%r (Figure ITC4.0) Typical Traffic Control Stationmy C*rtltiox OM Shotdder (Figure TTC4.0) Page 6H-12 Guidance: 1. A ROADWORK AHEAD signor SHOULDER WORK AHEAD sign should be placed on the left side of the roadway for a divided or Toe -way street only if the left shoulder is affected. 2. Sign spacing should be 1300'-1500' for limited access highways, and on all other roadways 500'-800' where the posted speed limit is greater than 45 mph, and 350-500' where the posted speed limit is 45 mph or greater. Standard: 3. Channelizing device spacing shall be at the following: Posted Speed (mph) oc t Transition Spacing 20' 40' Travelway Spacing 40' M' 4. The buffer space length shall be as shown in Table 6H4 for the posted speed limit• 5. Cone Taper Length (L): Speed Taper Length Limit Lane Width in Feet MPH 10 11 12 25 105 115 125 30 150 165 180 35 205 225 245 40 270 2'.9'S 320 45 450 4" 640 (Shoulder Taper 1/3L Minimum) 50 5" 550 600 55 550 605 660 60 600 6" 770 65 658 715 780 6. A shadow vehicle with either an arrow board operating in the caution mode, or at kart one high - intensity amber rotating, oscillating, or strobe light shall be parked 50'-100' in advance of the first work crew. ti 7• For - f 0 or lea 1 elimi if w. valod higbLialcAsily 8. Vehicle hazard warning s mgy be Magd to sUMlement high -intensity r21#1k& fl i oscillati or strobe lights. Standard: 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as made . TYPICAL TRAFFIC CONTROL signhv For Project "No is (Figure ITC-36+0) Support: I . This layout depicts signing requirements for designating the beginning and ending termini of construction Z projects. The purpose of the signs is to inform motorists when they are entering and exiting a potential construction area. This layout also applies to multi -lane highways including limited access highways. Sts"ard: 2. The "ROAD UNDER CONSTRUCTION" sign shall be placed 2M0' + from the project limit, or NO' + prior to any other construction warning sign. 3 • On UMiects wh= there is a one fim so MR of constmWon sigffi and the length during 2M Mica the'lLOAD UNDER mhowd C-ONSTRVCDON" sign may be clim_mW as direc by the District Traffic l.n>ziueer. Standard: 4. On roadways having a median wider than 81, left and right sign assemblies shall be required. Guidance: 5. All connections within the project limits should be identified with project termini signs. !Qplion, 6- 11c sWaj" shown t6Q" x 24") is for Pfimry and Limited Access hWh_way 5yswnu, For Systems, 48" x 24" mn be used. May M5 Page 6H-77 P1BWrO� 4) I I i � O n 1 i r au.'7C)"ESsfCrT44r) rya to tl ix G2(1- 2 60" x 24' two CVQ-51�-"CW4 J . r J 1. ..... .. _ . __.._ n ) Signixg For Project LiilW0 (Figure TTC-36.0) I - 0 t Ib ay i A ON RO*� c�D�p.. i:.'e1r►l �U `; f 60" x 24" SPECIAL SEE NOTE 6 o p LO Q J �, Z LLl cc lY > oga .. �aW� �� QF- �O 2 V5 z Q jY W w W f U ■ U J ■ O +� O N 1-) O N N in RI/ / � � � N � N 3 O O '0 W Q)) Q �- .. 1 L c fu a) U 0 a; 0 ' (n U) � 0 WQ) (D U N U 0 E Z � w Lullc� V) MENz� J W D W Ln CD oW TH F y J N C. LEWIS a j No. 21621 Ai w 10NAL SURVEY: C.I.: PL-PLC. N/A DRAWN BY: JOB NO.: PL-PLC. 0503025 SCALE: DATE: SHOWN 01/20/06 SHEET: 9/ 14 I ANDSCAPE REQUIREMENTS PLANT LIST Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 70,249 sq. ft./2,000= 35.12=> 35 trees Provided Trees: 37 trees Required Headlight Screening: 3' high between Rights -of -ways and adjacent properties and parking areas Provided Headlight Screening: 3' high evergreen shrubs along Westminster -Canterbury and Route 522 Right-of-ways. A 3' minimum elevation change will provide headlight screening along the KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AR 18 Acer rubrum 'October Brilliance' October Brilliance Red Maple 2" Caliper 30' o.c. CL 12 Cledrastis lutea American Yellowwood 2" Cal. 30' o.c. CA 25 Cotoneaster adpressus 'Little Gem' Little Gem Creeping Cotoneaster 3 gal. cont. 4' a.c. groundcover FP 15 Froxinus pennsylvanicum 'Marshall's Seedless' Marshall's Seedless Green Ash 2" Caliper 30' a.c. IC 90 Ilex cornuta 'Dwarf Burford' Dwarf Burford Chinese Holly 3' min. ht. 3' a.c. O remainingportion of the north facing parking bay. z _k P 9 P g Y ALL SIZES INDICATE PLANT HEIGHT AT TIME E OF PLANTING Interior Areas: 5% Interior Greenspace F� Greenspace Required: 51,209 sq. ft. (x) 0.05= 2,560.45 sq. ft. z Greenspace Provided: 2,630 sq. ft. (or) 5.13% 82� 1 Tree Per 10 Parkin Spaces ' II 9P� 1 �\ Trees Required: 83 spaces/10= 8.3=> 8 trees 11 __,J % � / Trees Provided: 8 trees II / - _� I \ II 4_ \, None required, same zoning district B2 . `l I Buffers and Screening:q g ( ) 0 �. ; LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape l \ O Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 1 II RK�RC 'c/8AC 2 O \\� O _ 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. II II 8281)AR v '� 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant II (1)CL List, use plants which meet the normal requirements for the variety according to the American Association of •1 CL Nurserymen. \ ~ Nurser � II e 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have II ' (i)CL / (1)CL 1)CL a 6 \ adequate root systems. �j' / (1 P (1)CL• 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet Z P 9 P 1 9 34)IC I 1 \ minimum size on any plant will result in rejection of that plant. ' II / Q Q / HEAD L HT CREOING TO BE 1 J 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on PROVIDE B GRADE ELEVATION the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a / d,� CGE. (3' N. HT.) AND HEDGE a�0 AR minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share �� ' 'I o PROPOSED RETAINING WALL the same bed. Grade finished planting beds so as not to impede surface drainage. / / ' oo (1)FP' w �0 1 7. Locate trees a minimum of 3 feet from walls or walks, if possible. J l / (1)CL o I 1 / / 832-- I \ o V �! 11 / O P UG ! °D I w `'0 1 CL' (n and u all trees according with standard practice and/or the suppliers recommendations. At a E, T N I ( ) 8. Stake a guy 9 P / PP p / EL, C� � N I minimum, all deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. " ll (1)CL / HEADLI T SCREE �Q BE 0 Secure tree to stakes with 9 galvanized wire guys with rubber hose connections. Stakes shall be 2 x 2 x 72 . 1 ll / \ PROVIDEKBY HEDG \ \ Z d bark mulch in all planting beds. �J 9. Use shredded hardwood p g (1)FP � � / HEADLIGHTS EENING \ \ Fyn - I PROVIDED BY GRADE ELEVATION \ o 1 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. CHANGE. (3' MIN. HT.) RETAINING ALL I ` 1 y� I W ll \ o 1- 11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. II J � I \ 1 Planning Department. II V i J / / • / 2Q W 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, C (1)CL 4 II w J w eat and 10-6-4 granular fertilizer per 100 square feet of area. Remove an turf, weeds or other vegetation I I / ,[ / P 9 P q Y 9 � � II �" lip ••• 25)CA completely prior to installation. ° 4 / 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and (1)CL I workmanship for a period of one year from time of installation. A o/f II O.... . . • \ h I c� NSFOR i I ....;.:. (1) FP 14. All existingplant materials shall remain unless otherwise noted on the Site Plan. / R ° \ I I P II , \ o,^ 15. All landscaping that shall be done in association with this project shall conform with section 165-36B of the II ' p / ° s D \ Y J Q D > ° Frederick County Zoning Ordinance. /; f .. � ��'...°�..•...���.�.. \ � r� /(1)AR ° \ NOTE: II x \ ` W PLANT SPACING VARIES -(SEE PLANS)- II I PRUNE ALL BROKEN, DISEASED, ANDAR 1 WEAK BRANCHES. f \ �� —1 \ \ () \ O Z o ALL SHRUB BEDS TO BE COMPLETELY - EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLE PROPOSED CVS PH CY•� `a 1 U W (� W/ REQUIRED SOIL MIX. . (1)AR \ i 3,013 S 1 1. sl Boor I 0 MULCH TO BE 3" DEPTH \ Q � I C J v i \ l I I COMPLETELY REMOVE ALL 1,550 sq• ft. nCu^fl00r STRINGS, RIBBONS, AND II ' Q F.F.E.: 3.50 _ IIx Z Y TAGS FROM PLANT. \ •(1)FP 1 • Q I� I A ) 1 I woe �� REMOVE TOP 1 /3 OF ALL— BURLAPII FABRIC AROUND II h W ROOT BALL. II I CO ` \ • I ! / U 1 \ / W II '(1)F ( I / J /� p (� SCARIFY ROOTS ON POT II l I Q i / a- BOUND PLANTS. 1 COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT ll J / 1)AR I / SHRUB PLANTING BED SECTION (1 P / E � / / � ++ O � � O •(1)P l / L 0 Cn a�N N co C 0 0 NOTE: II J (1)F N i / �� o) d o CONTRACTOR TO REGRADE, SOD OR II ' / / y HYDROSEED AND STRAW MULCH ALL —� f / / Q� Q) o AREAS DISTURBED AS A RESULT / I ( /� / / c — - � OF THEIR WORK. (1)AR I AR (1)F / o -, = 'E o I (2) UPRIGHT STAKES TO BE USED ON ~ w TREES UP TO 12' HGT. LARGER TREES 0 • / ° TO BE GUYED. �� � / � �h0 � Z � c AR TREE WRAP MAIN TRUNK i RUBBER HOSE W ll \ , + P v 2"x2" HARDWOOD GUY STAKE ~ / 2 PER TREE / / ��P IN Z 12 GAUGE GALVANIZED /PS — <A_ / l ? w WIRE -DOUBLE STRAND TWISTED 830 Go 4" MULCH 00 B (1)AR P �� U w 3" SAUCER AROUND TREE �o CURB / z Z,T H Zo b / EXISTING GRADE Cf RADIUS I l J 6 I / d O ARC LEI I / / / J C. LEWIS 25.00' 3927NGTH CHORD / / / / / No. 21U1 r r I J � __ . LENGTH i i ' w 5.36' CHORD BEARING i 1 �' SOIL MIX S 35'14'30" DELI ' � 'F'C.� Asphalt E 90'Op-05NGLE I ASS j � COMPACTED MOUND TO PREVENT I ONAL TREE FROM SETTLING - 6" MIN. HGT. ! l I / SURVEY: C.I.: UPRIGHT STAKES EXTENDED TO I j I /. / PL-PLC. 1 2' FIRM BEARING DRAWN BY: REMOVE TOP 1/3 OF ALL BURLAP & I _ - JOB NO.: "MIN. I PL PLC. 0503025 ROPE FROM ROOT BALL. '1 __i--- t�,; /20 0 20 60 I! I ' / / / SCALE: �_�_ I DATE: TREE PLANTING - I �'� , 1 "=20.0' 01 /20/06 SECTION _III I �� / Scale 1 = 20 ft SHEET: 10/ 14 WATER MAIN PLAN PROPOSED 8"X8" TAP BY FCSA 0 0 8%8" TAP �yx BY FCSA 50, 0 50 Scale 1" = 50 ft 150 WATER MAIN PROFILE SCALES: (H) 1" =50.0' i EXISTING GRADE 820 __. -__. -- --------- 820 SUNGLOW—. COURT 815 — — EXISTING GRADE 815 APPRX-COS^__— DE EX_ WATE� PROPOSED GftADE MAIN. 810 810 - - --- - --- — 4' MIN. COVER 18" MIN. CLEAR 4' MIN. COVER 805 18" MIN. CLEAR - 805 PR. 8 a SDR-21 PVC WATER MAIN Westminster- 15"o STM W. eANTERBURY DRIVE 15" 0 STM. SEW. 18' MIN. CLEAR -- — -- 15"i STM. SEW. fl - i---- --- 800 V1J APPf�X. LO . — --- - —�-� - MAIN. 795 _ _ _ 795 LL m � LL m -13 01 Mxx _ ef IF ---- e a w ~ ao LO ----. Li ~ -- Q j Go a co a x 1 Go _.._ 11xD N 0x v; +T1C- FM + + 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 Lr -+-}+- Lr— In adMM to MWK'# np am* joint d ft tea, (1) any joiltt Vw %ft wlthn the r000ntrnandad Wrio on the branch OU" (U4 piping shW be raaI (4 wY tfw U& w01n the rao0ael1arlda41 ►anp0h of t11a tun (riaipht rhrafph) ouMta "WI be nod. A cross dug be rwtrabud par a We requinenoft for Lb. A wins dwd be raelrikall per a %ft Lr arW a 46' bartrh L Mquven s iL RFSTWACD t-MGTH OF PIPE (R) TEE Pvc DIP r X 6 Lr Lb Lr ib 1 x 6 20 20 20 20 8 x 1 20 20 20 20 d x 6 20 20 20 20 10 X 10 20 20 20 20 10 x a 20 20 20 20 REST W" LEM6TH OF PIPE (Ft) Tf1; PYC DAP r x 6 U Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 x 10 20 20 20 20 12 x a 20 20 20 20 12 X 1 20 20 20 Tw, in WVIE i� L in addNin to raakair*V aaoh We of tM band. any jont atat taYs whn ft naoonnaattdad brio an aaah aids d eta band dW be rewsaved. TYPE Rf STTIA " LENGTH OF PEE (R) KSTAANr1E0 LOCTH OF Pff (Ft) n1TAw PYC DIP DEQWi' 1' 10' it i r 10' 12- to 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 Z8 20 22.5 20 20 20 20 20 n 20 20 1LZ 20 .all 20 20 20 20 20 20 IMO�ON7111. MEND RESTRAI ,IOWTS 3 OF 3 am 46 -w• 27" _ �. 3' riser eecUor, l0r 4' 2" cm pdyMl et et new rrwlh w r! as reefs at as w sauce with eorp■retisn slop stet main ball valve awb Mop oft Rd (CTS) both ands p447n w 86 Instants]: w, 2' gate vahm 0p.wlbg nu WFOLR DETAIL fh�P+�► ir ran.—."i s" stone bedding : ur0w Spport u s:i 12 Berge krarrYMd carrPar wbs for 1YN lrnenp, lapel C14-44 W/ 8S InssrYc at 10 bat krervals aid bP Omsk pkig NOTES: 1. Access door shah be by HeWlay Products or art eppmrad equal: a) in rKw Mot wsa- t no. S1R3M b) in bnMc art - modal rn H1f12424 2. Water owvwn aoaing skeet: a) Erased in i r' disirMsr B CH 40 PVC or SOR 21 pipe. The piping ahal nn irom am bat beyond ath w W, laws sweet, to am Ica beyond skilwaI b) hates 12 gauge hoWslad copper wlo {far taw tra*iM Mom Corp. stop to into the mow boa L Wrap eke sound cap. aim eke to be taped to lop d PET M 10 foot ktruwls; coast up wft w tar bar end tarninNe level nah angle bd VeMw). 1 1 /r spot 2rr METER INSTALLATION -ii- cowels pad. 1'4" die, x O'deep W e1 acne type ad]uM" wdw bars r—badfal mwiNr METER spit Mw t ova METER 817E METER BOOT METER BOX COVER 5ia" x 3W or 3W is in. DL. Noel -Track 74M32CRQ TFMOC A32Ht4-T t" 24 in. Dls Non -Trams MC-30 (Fram) MATH RML1-T (fop Lid) Tra6c MC30 (FM1n0) MATH RIB-12-T (T0p Lid) 12 gaups km*ded Copper Win for We Iraarp, taped at 10 1W wdwvds traded 2"x C Wlh wMr box lop it pai.sd 1tu: rr and cover 11niNNd grads — ria --+i� 1----24'- te"21" wafer by F.C.SA .. tt to �� .� .s COrP@IaETTER male arse Oppwdw Side 8w+w skle 5/a" x 3M" VBHC72-14IM-44-44-i4 V130I1082-10WO-44-4464 3F4 VD-WZ1100104444484 VBHCa2-10MM44-44�B4 1" _. _ NIA - INSTALLATION NOTES: 1. Exect boation d fl00 Doc aaaambiy b be M*Mved prier b kobNaaon. 2. Water aervkN crossing stlaal: a) Enema in 3' die rMw 9CH40 PK or 8=1 pip. The piping shot run front am foot beyond sidwoo, saom 1M alraaL to are bat bwjwd WWI b) males 12 gsags insllUlsd 0opper webs (for line tr■oing) tran Carp. dap b Into, Ow rtwlw box (Wrap win wand carp. Mop; wire b be %W to top of PET at 16 bd 1rilrui.IK atitre up kro maw box and tun finals Mel Mirth woo b1 vslw]. erwOvd gwde 4a' min. uses res"r ad to awn {tor veh/es 12" and Iwper) Note: tits doled is also used for budwly valets GATE VALVE bnWhad Wade Vie x 31V, 3/4" AND 1" METER INSTALLATION -7- OWN SEP i dia. schedule 40 aid peps 11ad with oon rds wd painted Velow sr la" dia coxes sticaef DOLLARD DETAIL pwd 1-O' dls. x 6" chap 4" stone screw type adja■tatte vatw box bomw welter FIRE HYDRANT ASSEMBLY -1a macllartal psx swlval tea wth tl" brunch P) � v v O V O Q 0 W J N Q 0 Q z ZQ ^:5^W O Z Z Q W U � Q 3 O U � � Q IO (n_ rZ_^ V J Q O�1. V) �L }}w LLJ a L J o t; Q�QU � � �V~Z�Z� _ Z Y �JU Q � � Lij 0 7 U Oir �W ■ U ■ _J +� p (0 N PO Q) O U IOO N N U-)L � N I N c0 (00 ai s✓ v v � co p 0 C W U) 0 a j C O U 4 O V) to O s E O LV CO L U O U v _ E Z � w _�T F o r� J HN C. LEWIS ' No. 21621 . d�0 0L(' SSIONAL �,1Z SURVEY: C.I.: PL-PLC. 2" DRAWN BY: JOB NO.: SS 0503025 SCALE: DATE: 1 "=50.0' 01 /20/06 SHEET: 11/14 WATER MAIN PLAN _%� \\ �I 2 .0 15 '-"i CL h RC (A 507( $7 18 .26 11'5 • C� III _ RC�0.5dOG 1 PRO CIi / 1-1--- 3W `PIN'II MAIC.'Y _ 1 0-1- _ -3 2.44'-lb "ID)CL III 1- 1 -A � J RCP O 0.85% 'J1 7� 517. 9'_15a�/ O z` --1110 or j IF 1 /� - / / 50 0 50 Scale 112 = 50 ft 150 STORM SEWER CULVERT PROFILE 1-6 EX. GRADE 825 1 2 3 4 5 \` _- 6 825 - - _lee / % EX. GRADE / / _ R POSED 815 i 815 10 YEAR PROPOSED _ HYDRAEI GRADE IWE -- 810 FINISHED GRA E 810 PR. 8"0 WATER MAIN - " MIN - --- 18 MIN. CLEAR PR. 8CLEAR WATER MAIN - 805 18" MIN. CLEAR - - 13 .44'-15"[ CL I ---- 800 ---------- -- - ROD O 0.85% 800 - - - - --- - --- 57.69' 15"0 CL III CL III - 32 0'-1 "0 CL III RCP O 0.94% _205.86'-15"0 6 --- -- - _ - --- - 181.26'-15"0 CL_ III - - RCP O 0.50 - - - - 795 1 795 N -rn- 0 O 790 O O - a _ II - -_ - II II 11 OL O - ------- N -_ _ i r` - 1?r- (O (D N o O - - t7 N M ao ---..-_--- - qo u o u a - u n 11 -u O xZO ZO ZO ZO ��- - O_ ------- -- -- - ------ --- -- -ar-- - -. -- - -- 4 -- -- -- - '�- O r N _- s r _ _ s O 542 _ r CA - 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 p-1 1/2 SECTION CAST IRON --t--y2 SECTION STEEL NOTES 2'-7" L r/i• r/2' • t/i' 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. LuQa to be colt with Color 1,_3,/ ., 10'-4" tenq FOR DEPTH GREATER THAW 10' USE STANDARD DI- U B 2. THE "M" DIMENSON SHOWN ON THE STANDARDS A A 1a J AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL L CAST GAILY, RON STEEL e,NOed PPE TO THE TOP OF THE STRUCTURE. PLAN "M" DIMENSIONS ARE ATPPRO)IIWATE ONLY N OR ESTIMATING PURPOSES AND THE ACTUAL N I DIMENSIONS SHALL BE OETERIMPEO BY THE OptlonN a 3 Ube. 43.6 Ire. CONTRACTOR FROM FIELD CONDITIONS. Moee R1De < ,ncM,dingf Inciudiny WC10 3. WHEN SPECIFIED ON PLANS THE INVERT IS 1u9s omectars connectct or, TO BE SHAPED IN ACCORDANCE INTn STANDARD to Collor IS I. THE COST OF FURIW*eNG AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING 15 10 BE NCLUDED IN THE 810 PRICE FOR THE STRUCTURE. W/ .. '-7" 9'/" /t" : M/t" : 4" D y2•• ■ 4" 4, N THE EVENT THE INVERT OF THE OUTFALL Lugs Stud Shear PPE IS MINER THAN THE BOTTOM OF THE 4 connectors STRUCTURE THE INVERT OF THE STRUCTUIRE SHALL BE iMA D WITH CEMENT MORTAR TO 12„ /t„ PREVENT STARING OR PONDING OF WATER �-•--�--�I N THE STRUCTURE. THE COST OF FURNSHING PLAN I I I AND PLACING ALL WL (Grote Removed) � INLET Sh~ IS OrERIALS BE INCLUDED INATIEO00 PRICE FOR THE STRUCTURE. SECTION B-B 5 STEPS ARE TO BE PROVIDED WHEN H IS 4'•0" OR GIIEATER. FOR DETAILS SEE STANDARD ST-T DIMENSIONS FOR COLLAR DETAIL 6- THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7 e 4 X 8" SMOOTH DOWELS AT AHPROXMATELY 12' C-C 70 BE PLACED IN ALL AREAS ADJACENT 4 -2" D TO ABUTTING CONCRETE TO PREVENT Herdeoro Cloth 2'•6" SETTLEMENT IN LIEU OF DOWELS A 2"X4" 7-7' 3" piemster r- ' NOTCH MAY BAN E PROVIDED. SEE STANDARD T-01-3.4 FOR ALTERNATE DESIGN, weep hole Q. See Note 8 N 8. 3" DIAMETER WEEP MOLE WITH 12"X12" PLASTIC CLOTH'/"" MESH OR GALVANIZED z . STEEL WI STEEL WREN MINN" WIRE DIAMETER 0.03", -03". iv; : D. Color �-4" depth A99r. 168. a 78 or NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE: OUTSIDE OF THE STRICTURE. 12- 08 6" width 9. (AST N PLACE CONCRETE IS To 8E (CASs A3 ivN"n or•I 12,._/5"-18" a 24'• H (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 4J- ���D�O� D Q .6 t0. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER �' Q • • ' Q OD���O�������� �rHE CAST IRON -1 LUGSAS SSHOWNUHEREOONN. SECTION A -A CONCRETE QUANTITIES FOR MIN. DEPTH 12" Concrete pipe - 1-440 Cu. Yds. Concrete SECTION C`C SECTION D-D 15" concrete pipe 1 528 Ca, Yde. Concrete 18" concrete pipe 1.620 Cu. Yde_ Concrete 24" concrete pip 1.317 Cu. Yds. Concrete GRATE DETAIL Ado 0 469 Cu. YM- per additional toot of depth. APPROXIMATE WEIGHT Cost Iron Grote M3 t 18 Res STANDARD DROP INLET K 12" - 24'' PIPE: MAXIMUM DEPTH (H) - 10' 233 104.01 VRGINIA DEPARTMENT OF TRANSPORTATION 302 Dr 3A,38,3C C YO.uG,AY I. T �A r�:_.�>,• c2 Sites 's �� r • � iM e wwwwrwwwwwwwwwwwwwwwwwww• r•r.rrrrrrrrrrrrrrrrrrrrrrrrrr• IaearaaaaeHaarataaaoaaaaarataaatsaaH saaaaa■sana,aas,aaaaaalrae'aaaaalssN raw- B i Z AIRS A APPROACH n n ________ __________________ ____ CARS �. 0 3' DOW TER ix iD e =. BARS E BARS F BARS E • BARS B WEEP 1OLE FRONT ELEVATION BARS F T- --- --0 (GUTTER REMOVED) " /. I, -A J 5x'/. BEN* PATE SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 M CG•7 STANDARDS. L2'/t"'X2'//=="X'/.d" • - GALVANIjED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE B ''/t" x 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TD BE BENT ON AN ANGLE OF 68.30 TO ANGLE IRON AT I'C•C. CONNECTORS AND IS TO BE ANCHORED WITH '/j x ♦ STUD SEAR NOSE DETAILS WELDED TO BENT PLATE AT 2 C-C. APR. PAVEMENT DI-3A I 01•30 L DI-3C L WARPED PAVEMENT -1' - I 1 0 IFLOW•1 -jI J 1 b-11 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET I OF 2' STANDARD CURB DROP INLET I[FEItAa 12'' - 30'' PIPE: MAXIMUM DEPTH (H) = 8' 233 104 49 VRGNIA DEPARTMENT OF TRANSPORTATION 302 T-01-3,4 CURB DROP INLET THROAT SECTION STANDARD IC-2 FRAME AND COVER DOWEL HOLES SEE" SHEET 2 I` OR ALT_4NATE I'El E lAL. `ACC elacX SLE SHEET 2 L* 2 FOR. AL'ERNATE DETAlk INSI"RT BLI: SI II'AA A 148 NOTES- I. SEE GENPFR4- NOTES )'RECAST FOR AUCATIONAL DE TAkS 2. CONCRETE TO BE 4000 PSININMUM COM4PWSSIVE STRENGTH. 3. REWORCING STEEL IN ACCORDANCE WITH ASTM A-615 FOR RENFORCCNG BARS. 4. REINFORCING IN ACCORDANCE WITH ASTM A-18: FOR WELDED WOE MESH. S. DIENSIO'NS SHOWN ARE MNAAIN ACTUAL DIMENSIONS MAY VARY WIiTH MMA.IFACTURER. 6, THIS WIT MAY BE USED WITH ALL STANDARD 01-3 L DI-4 CuR8 DROP INLETS 7. EACH FACE BLOCK SHALL HAVE 2 OR MORE LOOPS tr3 BARS) CAST IN FACE AS SHOWN THESE LOOPS MAY BE USED FOR LIFT, AND FOR TIEING IN THE POURED N PLACE GUTTER SECTION FACE BLOCKS ARE TO BE SEALED WITH GROUT DR POLYSULFIDE SEALER- S. STANDARID ST-I STEPS NOT REOUIRED IN THIS TDP UNIT SFE 4-ERNA'E NOSE UE'AL S MEET aOF 2 CALL RIB BARS r5 ON fi" CENTERS. 'j 4 BARS \ T� 04 BARS I 45. e3 •J BARS r-0" 04 BARS I H 2 -0 e,� r4 BARS 18 +J BARS IN - r4 BARS i « LUCAT ION OF 4IDLE TO 1" DEEP NOTCH VARY ACCORDING 1O TYPE SEE ALTERNATE FOR ,INTERLOCK OF INLET CONSTRUCTED, DETAIL B • VARIES W1Tr, MANUFACTURER TYPICAL MINIMUM BAR REINFORCEMENT w-11 ALL RIB BARS W-20 SMOOTH W 20 '+Mn"--?' 7yi" BARS ON 4" CENTERS. W-20 4- +4 BARS `T w TT W 20 I 4S• , 2'-0' T'-O' W-11 � w-11 H w-20 w n • w-2D 0-71 w-20 w ?0 �� DEEP LOCATION OF HOLE TO NOTCK VARY ACCORDING TO TYPE OF INLET CONSTRUCTED. W-It SHEET toF 2 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT j a Sm o �d - PIPE SIZE H DIMENSION CONCRETE PPE 6•, ?,_t1,, B, 3,_F ., TO" 12" S-6" 15" 3..y, 11 - 1 21. V- r A § .� w o �o m n 6 4 B., 3'-111/4" IO^ t 4-,/I" 12" 4'•4' 15.. 4.-71,., t., .,-,oy•• 4- 5' S 7" I. +ca tjod ; ai m n ��a 8 $+ 12„ 4'-4" 15" 18" 4'-10'/2" 21" 24.4 30, 6--1Y." 33'. 42" 736" -" 3' 48' -/ STANDARD PRECAST TOP UNITS REV 3/03 VIRGIIA DEPARTMENT OF TRANSPORTATION 103.05 SKCFICA • ION WTEIXICE roS 233 302 STANDARD 01-1 FRAME TOP iL GRATE ­­­­� 114 8^95 94" C-C -•� � �\ I e4 DIAG( •ALL CO TYPICAL ALTERNATE TOP �•.e--- 41.10" DIAMETER r.{ 4 -10 DI-1, 1A PC 12 115 BARS ' w 1800 LBS. 5 LDNG (WITHOUT GRATE) 163 L13S 1 NOTES: 1• 'FI- 13ENERAL NO't" PRECAST 'UR 4Q01TIONAL DETAILS. 2 CONCRETE TO BE 4000 PSIMINMl1M. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). 4 CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. S. SEC `TANUN4C � 1,'A --OR IR. AILS X FRAML ANC GRATE. B DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MAAJFAC TUBER RECOMMENDED MINIMUM HEIGHT CHART PWE H D11MENSON SIZE CONCRETE CORR, METAL 2-8- 18" 3' 0/ 2". 3' J ," 3 -2" 4- S-7. 3.51, •r • r 'r r r Oil 8" DOWELS 'a GROUT NOTES: 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR• OR 0-RING GASKETS OR BUTYL RUBBER 2. ALTERNATE JOINT DETALS APPL" TO ALL PRECAST LINTS. ALTERNATE JOINT DETAILS STANDARD PRECAST TOP UNITS VRGNIA DEPARTMENT OF TRANSPORTATION 10 3.0 3 TABLE OF QUANTITIES SPECIFICATION REFERENCE 135 302 01-3A,3813C REINFORCING STEEL tC=3t M=3� ���■t»->.et.■�aats��to®eto■sstto�er.,�■� 1111111113111111 ©t E��fi�t>l7 ttt�tlllag/©t�3i0lt��>i•lt'.! tor®�t©�■r�rs�r.�r�ttoE�oE�or�©��otsa�® _ �t>�>•�a'�t©�mr�.�t©■�i�■o■ta��s>•t�lo�tv�a•��r� �t>��er�>•�©��tt�*>•��It�E1�■ott��ttsi��tteta��totra.�s� ttt®tttt-1.7��©�t�t�!���HH��;�et��,�ttat�t ttYe't�tt� tttt� � ©� � t� � tO t� t� H�A�r��It�i ttc`!•i.''tit©ttt� ttltR� tttl'H7s•> � titl�•7 tE�t�st��'.t�ts��E+�r�riia %�tE>•�t�■tt���>6��sti>Q��t��tosa.>���'ii• �It�t�rr�to��or�:����©a��r>•rra�tot�©t�[a�tt� ���a�lt�ttt�.�r>.Ir>�r�a�Es�m�t>ott�tr>•�ot�©tsr��.*�I ��i•��mtE�m�l�tEs�l�ot��t�E»ot►t�t©� �� 11111111FIIIIII �l���l�»lc�lll�R IiE��>�0®lt1•■'��1��©il�i r�i�� ���E�o�Ealr�r�ai�.'•�1a�or��ir>.�>Q����©�r�t�s • lit7��i1F171��ltll©®Ai$'�lOt�©l��lE7°fs' T NOTES I. DEPTH OF INLET (H1 TO BE SHOWN ON PLANS. 7. •4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. TICS AREA MAY 8E EARTHEN,IN WHICH CASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "N" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFEO ON HE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO IN) OF 5'-2" WITHOUT PIPES THE AM"T PLAN "H., DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOq WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH '/4" MESH OBTAIN TRUE QUANTITIES. FOR II-ETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MRNMUM WIRE DIFFERENT DEPTHS ADO OR "TRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS, DIAMETER 0,03" NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH 0654CREO FOO&Y TO THE OUTSIDE OF DEPTH. T 3, WHEN SPECIFIED ON THE PLANS THE AVER S OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS '. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L 416' AT 4.10 LBS.AFT. MATERIALS INCIDENTAL TO THE SHAPNG IS TO BE COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE, 18. II DENOTES LENGTH OF ONE (1) BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS 8r 2", W. ALL REINFORCING BARS TD 8E4N5. 4 PIPE IS H11I THAN THE 80TTOM OF THE STRUCTURE THE NVERT OF THE STRUCTURE SHALL BE 51HAPED WITH CEMENT MORTAR TO 11. CAST -IN PLACE CONCRETE 15 TO K CLASS A3 (3000 PSI). PRECAST CONCRETE 15 TO BE 20. WHEN INLET IS USED IN 4'-0.' MEDIAN, BACK OF INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR POINDNG OF WATER 4000 Pg. PROPOSED CURB. IN THE STRUCTURE- THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WLL, N EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BD SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR S. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-I. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST-N-PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING OI-MIB. Sheet 2 of 2 1 SIKFMAII�HH IFTEIRHICT STANDARD CURB DROP INLET 233 12'' - 30'' PIPE: MAXIMUM DEPTH (H) - 8' 302 VIRGMMA DEPARTMENT OF TRANSPORTATION IO4 10 AND COVER ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN SEE NOTE I BACK OF CURB LINE II T" RADIUS DE T AIL A T -DI- 3.4 PRECAST • FACE OF BLOCK 13 BARS �.. t'-0" ♦ •+ 2„ PRECAST - -7 TWAT 45* 61/ PRECAST FACE OF BLOCK 2" 14 BMS I � PRECAST...........�............ FACE OF BLOCK NOTE: DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF ADJACENT CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PL AN 2 NOMINAL .{ f- 2.. CK OF (RBB LLet 4 S. 4" NOMINAL 4" SEE DETAIL A 4•• y �j X 4' I HOLE FOR ' `-----------------------------I DOWELI NG CURB I- FACE of BLOCK BACK VIEW END VIEW NOTES) ALTERNATE ALTERNATE NOSE DETAIL B 1. 2" x 4" NOTCH MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES NINTH RADIUS. 2, ALL DETAILS NCT SHOWN TO BE IN ACCORDANCE (FOR USE WITH MOUNTABLE CURB) WITH SHEET IOF 2. SHEET 2 OF 2 SPECIFICATION REFERENCE STANDARD PRECAST TOP UNITS Nos 233 VRGINIA DEPARTMENT OF TRANSPORTATION 302 _ IO3.06 -.0 LLi _i F- F- U_ L J x YJ VJ Z Z41M C, 0 Ix J Q o� aWrr_ V%aWF- �� � Q� �Q o � (n Z U Ix Z J Y _ �J NU a.Q iR Ld Lit > Z W c OIx U F-� ■ ■ 0O n +J O Q) ED N 0) � QT U N 3 N N� '� W 3 Q) at o .. o ' o N L0 L a L L 0) 0) U Z) O H� C O E (n U) t aQ_ O W U U � C CC Z � W 0 Cf) MEN Z J Lj Z V O ILJ T H U J N C. LEWIS 1P' SSIONAL �� SURVEY: C.I.: PL-PLC. 2' DRAWN BY: JOB NO.: SS 0503025 SCALE: DATE: 1 "=50.0' 01 /20/06 SHEET: 12/14 B•t,8-2 WEEP HOLE (AS REO'D.) STEPS (AS REO'D.) WEEP HOLE (AS REO'D.) ) i 17 j9 H VANES I tLIN. FT. FOR i VARIES STEPS!(AS REO'D.) MANHOLES) i M i 1 1 r (LA. FT. FOR MANHaes) ALTERNATE JOINT DETAIL �x�►----D-�x�- �1xi--D--�x1� Fs _7 1 6" x 6" - W5 5 x W5.5 WELDED WINE FABRK OR EQUIVALENT AEA MONOLITHIC 11r•2" i '• FOOTING - r 12 NOTES; DOGHOUSE WITH FOOTING I. SEE GENERAL NOTES FOR ADDITIONAL 14ORMA11ON ON WEEP HOLES, STEP REQUIREMENTS, "M" (LIN. FT. FOR MANHHOLES) DIMENSIONS, ETC. 2. ALL BAK UNITS ARE TO BE IN ACCORDANCE WITH THE REQUMEMENTS OF AA&HTO MISS. 3. CONCRETE SHALL BE 4000 PSI. 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT AS APPROVED BY THE ENOIEER- THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH THE ANGLES BETVWE N CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER tHE HOLES AM TO BE A MINIMUM OF 4" TO A MAXIMUM OF S" LARGER THAN THE DUTSDE DIAMETER OF THE PROPOSED WE, 5- 0IMENB04 SHOWN ARE MINIMUM. ACTUAL DACKSIO14S MAY VARY WITH MANUFACTURER. 5. "D" IS NOMINAL DIAMETER. 7. N THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE. THE NVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANONG OR P'ONDlIG OF WATER IN THE STRICTURE. 6. 1pE AMID GRROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED MATH MORTAR, 0-011160 GASKETS, OR BUTYL RUBBER. DIMENSIONS D X I MINIMUM Y MINIMUM M SUGGESTED MAX. PPE SIZE ABSOLUTE MAXIMUM {r 0 » T, ♦ 4" 7" » » 04" 7.. 60" 7 ! DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED i0 4'-0" MAXIMUM. *GONE INPOPE STRUCTURE) PIPE ENTERING AN PIPE 00TG STANDARD PRECAST BASE UNITS VIRGI IA DEPORTMENT OF TRANSPORTATION 103.11 VECFICJATION KMEIEIIQ i ros 302 END -SECTION 12" - 60" PIPE HUB ENO ON OUTLET END -SECTIONS SPIGOT END ON IKET ENO -SECTION x rF___ x T _ CONCRETE TO BE E 4000 PSI MINI MIM PLAN oil AME TER �•�- C..Eo,9 OF PIPE � STE E l�OK 1 ALMEMMUIT- -L A \ / Y L SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A a C D E B" 91 2`3" 1'-9" 4'-0" 3'-0" t. ,,n.. .-T• 30" r•O" 4'•6" T-7 6'-t 51•0" 33" T•N 4'-IO 7'- if 5' fill 6•-0.• 42' r-9., s',3.. 2'-11" 6._2" 61_6., 4 0 6,, 2,. 7-0.. .. B..Z, .. 7,,6„ tt"81-01, INSER I'ABLE' SI IF.ET A 142 ALTERNATE END -SECTION 12" - 60" PIPE ES -I HUB END ON OUTLET END-SECT04S SPIGpt END ON INKET END -SECTION X X - _ CONCRETE 10 BE I 4000 PSI MOMW �C �B 0 STEEL FABRIC REIFORCEMENi A D PAY LIN[ - SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D I E i5" fill 2' 3" 3'-IO•'6 -I•' 21•6' 21, 9.. ._11.. 3,-2" 6'-r 3,_6„ 24" to" 3'-7" 2'-$" 61-31. 4'-0" 27" 4'-0"2'-1 ,-N 4,_ " 301, t'•0" 4'-S" 1'•7 6- -1 5'-0" 33" T-N 4'- 3••3 •1 fill 36" 1-3" 2' IV 1.6' 0 42" P•0" 2' IN B' 2•' 6'-6" 4B" 2'•0 2'-2" 7'-01• 54" 2'-3" 5' S" 2' IT B'-4 7'-6" 60- -fill NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. F THE CONTRACTOR ELECTS TO USE THE ALIEIII DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIENSIDN "D'• SLOPE DETAIL SPECIFICATION r3O2 NCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS VIRGIIIA DEPARTMENT OF TRANSPORTATION REV.7/01 t02.01 i B-t,8-2 i i I vAREs � • STEPS I(AS REVO.) i WEEP HOLE (AS REO'D.) H u1N. FT. FOR MtANMCLES) (AS REO'O.) -WEEP )TOLE (AS RREII N VARIES M llN. FT. FOR MANHOLES) FFI fill x 6'• - w5.5 x w5.5 WELDED MARE FAIC OR EQUIVALENT AREA MONOLITHIC 2" -11 h-2„ 1 •'� �FOOTWGG Y 8 NOTES DOGHOUSE WITH FOOTING I. SEE GENERAL NOTES FOR ADDITIONAL MIFORMAliON ON WEEP HOLES. STEP REQUIREMENTS. "H' (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. 2 ALL BASE UiTS ARE TO BE IN ACCORDANCE WITH THE REQUREMENTS OF AASHTO MIW 3. CONCRETE SHALL BE 4000 PSI. 4. WHERE OPENINGS ARE REQUIRED FOR PPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT AS APPROVED BY THE ENGINEER. THE CONTRACTOR SMALL FUBNISM THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF B" LARGER THAN THE OUTSIDE DIMIETER OF THE PROPOSED PIPE. S. DIMENSIONS SHOWN ARE MINIMUM ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER D9 ALTERNATE JOINT DETAIL DIMENSIONS 0 x MINIMUM Y MNIIUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM ! 40461,., 1„ 4 4 •' 7" 72" ♦ 54., 64" 7" 60" 66" i.66- 72" 6. "0" 15 NOMINAL dA1METER. • DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED 7. IN THE EVENT THE INVERT OF THE OUTFALL PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM. THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING ONE THROUGH PIPE ONLY. (ONE PPE ENTERING. OR PONDNG OF WATER IN THE STRUCTURE. ONE PIPE EXITING STRUCTURE) S. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED WITH MORTAR, 0-RNG GASI(ETS, OR BUTYL RUBBER. STANDARD PRECAST BASE UNITS VIRGINIA DEPORTMENT OF TRANSPORTATION 103,11 IPEO►ICATIM IKRdpILE 105 302 III � V V W J H 0®I SHAPE TO ELEVATION OF LLPOWST PPOT .Of E I I I MGM , ^ I J L0 NZ - I NINNY^ i Ld ILL OZ n w \L SLOPE TO DRA& TO INVERT / OF OUTLET PPE n `r• UJ ECTION A -A VA a W V) Z 3F TREATMENT IN DROP INLETS Q LL11 Q 0 �(nZ�U t0 INVERT DRAIN OUTLET PPE U = NQ a W w > ZW s I 0 U �� V) JCL I IUN C'CO PL AN METHOD OF TREATMENT IN MANHOLES imnum STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRONIA DEPARTMENT OF TRANSPORTATION t(tI.06 GENERAL BEDDING POPE o ply t AP METHOD E„HEEIGHt OF COVE* RANGE NOTED N THE STANDARD PC-t TABLES�IONM SSR THE OTHERWISE NOTED ON THE PLATS. 2. H HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SDK. CIRCULAR PIPE 1. 0 • OUTSIDE DIAMETER OF PPE. 2 d IISIOE DIAMETER OF PIPE. 3. X WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X 12" WHERE d IS LESS THAN 36". x • 16" MERE d 15 3r AD BEATER. 4. WHERE DIRECTED BY THE ENGINEER. BEOOM MATERIAL. MAY BE ELIMINATED FOR NORMAL EARTH FOUNDAMSWEERW ENt PPE (EXCEPT PLASTIC PIPE) 30" AN LEW N Dual: Slaw HEIDNT � COVER Nb' OR LESS. 5 REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUINOATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN OINATER WITH HEIGHT OF COVER I& OR LESS. 6, BEDDING MATERIAL AID CLASS I BACKFLI MATERIAL MAY SE ELIMINATED FOR SHOULDER SLOT INLET (d•13> OUTLET PIPES 01157ALLA71ONS. ELLIPTICAL PIPE 1. S I • OUTSIDE SPAN DIMENSION OF PPE- 2. S 2 • INSIDE 'SPIN) QDIIMEENNSSIOONN OF PIPE. : OUTSIDE 4, X WDT :1M6 IBAS��[d(FIOLL3�ia 'THAT BEYOND THE EXTREMITY OF THE PIPE. 5, WHERE DREGTED B�rf ENWER NO TM ATERIAL MAY BE ELwrMTED FOR NORMAL EARTH FOUPDATgNS MESS. ENTRANCE PPE WHERE 52 IS 36" OR LESS AND HEIGHT Of COVER 1s' d1 LESS. 6. REGULAR BACKFLJ, MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FO(1NDATION TYPES FOR ROUTNE ENTRANCE PPE WHERE S2 IS 39" OR LESS AD HEIGHT Of COVER 1S' OR LESS. PIPE ARCH 1. S SPAN DIMENSION OF PPE. 2 R ROSE DMK/MON OF PPE. 3 B gS��EE PC-1 TAt>!LE FOR APPLICABLE PIPE MATERIAL 4. K . &TH OF CLAB?S IBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x 12" ggy IS 4E�SS THAN x 101 52 NS 3i" AW ATER H;aMAE DIRECTED BY THEE IIEDO4G MATERIAL MAY BE ELIMMNATEO FOR LEA AND RETHOHT�ATIONSCOVER M R LRt� IRE ENTRAINIM PPE WHERE S2 IS 35" OR 6. REGULAR BACKFILL MATERIAL MAY BE R IN LIEU OF CLASS 1 BACKFILL MATERNAL FOR ALL FOURDATgN TYPES FOR ROUTINE ENT MOM PPE WHERE 5 IS 3Y' OR LESS AND HEIGHT OF COVER IS• OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS F tcrcAtmFIEFENKE NEW. 1/04 GENERAL NOTES 302 107.00 VIlGNIA, DEPARTMENT OF TRANSPORTATION 303 INSERTABLE: SHEET A86 PB•1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FLL GROUND LINE H GROUND LINE H Ar GROUND LINE H rrr rrr/ r rrrrr I r�rY r 0.12" EARTH � •✓ ROCK OR D. UNYIELDING r r' EMTH d SOAP.Dig 70/12 1"2 3' MIN. I/10 0 I -a4 x Fes--- 0� x MATERIAL .I I /i PER x M+- D-►! x . � L MATERAL 1' OF H _, x D x MIA. °"•FOUNDATION 24..ROCK SOFT, YIELDING, OR NORMAL EARTH FOUNDATION' FOUNDATION OTHERWISE UNSUITABLE MATERIAL Pi E PROJECTION ABOVE GROUND LINE 04, 1.5 x0 1 WIL ) x 0 . 1.5 K D �� MIN. 1.5 x MIN. t.b x D `, �. 1.5 x_� (�- 101- TOP OF FILL Ij� TOP OF FILL TOP OF FILL H 'rrrr �rrrrir irr/rrH rrvrirr rrrrr" = 'j ' iir _ rrr/rrr H �.•vVrro-rwrrrrr - - rrrrr rt�fwrrrrr ir/fri r,.,r,,P,y -- rr � k'' rr�'rrr -_ r'r r r � = riiiir� rr.•w rI rr rvi ryyr - /r/r//irr /Ih+fl/rh+r D- 12" _ rrr rrrrir a /ri LIRE _ r r r D•12 rrrrr LINE o D•12" rrrrrsr rr rrrvrvrr rwfrrfr _ GROUND d 0/2 MAIN _- d rrrrr �� _ - M 12 0/291 1EARTH 4„ r r Aui I r` ROCK OR IV MIN. t/10 x D X MATERIAL UNYIELDING ON. 1l10 D I I SOL MI(. tIt0 0, a•jI x D x I� BEDDING EMTH y PER wArEmpt NORMAL EARTH FOUNDATION t� � 24„ ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL SEDDNG MATERIAL IN ACCORDANCE wltH NOTES TION Of THE ROAD AID 61�GE U T022 K FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE ExTEIgEO i0 12" MOVE THE TOP OF THE PIPE, SECTIIOON�302 OF 0 WWIITH THHERO AN MIDGACCORDANCE SPECIE CAT10NS. FOR GENERAL NOTES ON PPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS ®rrrrr REGULAR BACKFILL MATERIAL IN ACCORDANCE AD STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD NO BRIDGE SPECFICATIONS. ® EMAMINMENT T 1 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 303 REV,7/05 VIRG►IA DEPI TMYNT OF TRANSPORTATION ;7.01 INSERTABLE SHEET A86 I NO PROJECTION OF PIPE ABOVE GROUND LINE R•12" TOP Of FILL R of-12' TOpPq OF R•12" or-- TOP OF FILL -FILL rrLUOING r`EARTH R/2 1" R -- ^H2- R/2i ROCK OR R ylEARTH R121!� OIL L MN. 1/ 10 R St x x "TEMA �l��I . 110 R 4 �7• 2� �iE� +'f X I•+--Sf- � X MNN.1/tNG o R � x �Sr a� l X M•A - rill PER .. FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MIN MAY.24 ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE r- I� 1.5 It S. _; _ Alfl. L5 x_ .-� WIN IS x S, _) - MITI I.S x MIN. 1.5 x Sl �r. LS L1,0.1 R.t2• TOP OF FILL R•12" TOP OF FILL R- 12" TOP OF FILL r ri.;rr rrrrr -' rrrr rr r' rrrr rr _ GROUND r rrrrrr r�;r/,i rrrrr r�Z" .- rrrrrrrrrrr i r - / rrr rrrr rr rrrr GROUND rrfrr I R _ -•5 r rrrr _ 2 rrrr r rrrrr LONE R S r /rrrr 2 1 rrrrrr/r. R f S2 LINE / EMTH ROCK OR I MIN. V to R BEDDING Lim Y . Sx { I TERIAL %I'R x I� !TT. AIR. 1l10 R Epp EARTH MATERIAL I' OF M E MINB NORMAL EARTH FOUNDATION MAx• 24 ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL REDOING MATERIAL IN ACCORDANCE WITH REGULAR BACKFLL MATERIAL N ACCORDANCE SECTION 302 OF THE ROAD AIR) BRIDGE rrrrr WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. SKCIf1CATIONS. CLASS I SACKFLL MATERIAL N ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE ® EMBANKMENTSPECFICATION . NOTE: FOR GENERAL MOTES ON PPE BEDDING SEE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES UN SHEET 107,00. SHEET 2 OF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS Tfam IRCIFICA REV.7/05 ELLIPTICAL PIPE BEDDING AND BACKFILL - METHOD "A" 302 t07.02 VRGIIA DEPARTMENT OF TRANSPORTATION 303 V J a �N E (00)0)o CN N In cn V)cn I N c0 N (.C) v v W co °� �c00c W J `) �' �' v a U U U E c a0_ 8 W (D L U �c WE Z 3: W 0 cf) Z cr- JW W V) O Z � OH OF Lr% N C. LEWIS No. 21621 �Ab �*IONAL SURVEY: C.I.: PL-PLC. 2' DRAWN BY: JOB NO.: SS 0503025 SCALE: DATE: N.T.S. 01 /20/06 SHEET: 13/14 LO 0 PO x 18" STD. J RESERVED PARKING STD. U-CHANNEL POST 1(q_ VAN ACCESSIBLE rENA�n roo-eoo Tq/-AWAY ZOIE VAN ACCESSIBLE — PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN RESERVED PARKING Rk �NA�.n i+oo-eoo 70W-AYIAY ZONE HC SIGN END OF STALL — STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. -a i WHITE SYMBOL PER ADA D ON SOLID BLUE BACKGROUND Cn WHITE PAVEMENT MARKING, 1 4" WIDTH, 2' CC; 45' ANGLE 8' I 8 OR 5 � NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO—REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 4" CRUSHED STONE —� (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL ON -SITE STOOP/SIDEWALK DETAIL NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 5 1 /2' (OR AS SHOWN ON PLANS) ♦.1 ..4 ' ... EXP. JT. MAT'L 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK /CURB DETAIL NOT TO SCALE .I -PER PLANS ................................ ....... 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) CONCRETE SLAB DETAIL NOT TO SCALE LIGHT 2" SM-2A 8" 21-A COMPACTED SUBGRADE TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE APPLY THE LIGHT PAVEMENT SECTION TO ALL PERIMETER PARKING STALL AREAS. iI MAN 1.5" SM-9.5A 3" BM-25.0 8" 21- B - COMPACTED SUBGRADE— i I -I i I-i HEAVY PAVEMENT DETAILS NOT TO SCALE APPLY THE HEAVY PAVEMENT SECTION TO ALL DRIVE AILSES. TURN LANE -USE ARROW NOT TO SCALE THROUGH LANE -USE ARROW NOT TO SCALE NOTES: 1. USE SCH 40 PVC FOR ALL PIPING TO CULVERTS. CONNECTIONS CAN BE MADE USING FERNCO COUPLINGS. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN, 8" SCHEDULE 40 PVC 45' BEND(SCH 40 PVC) SEE NOTE #1. CG-6R COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE GUTTER TYPICAL 1' NOSE DOWN CURB NOT TO SCALE 0" x 30" STND. SQUARE TUBE STEEL POST O l u l 0 -----PROP. GROUND 0 30" NOTE: 1. COLORS SHALL BE AS FOLLOWS: WHITE LETTERS AND BORDER ON RED BACKGROUND. 2. PROVIDE A 2%2" MOUNTING POST FOR SIGNS "STOP" SIGN DETAIL NOT TO SCALE SQUARE TUBE STEEL SIGN POSTS — Square tube steel sign posts shall be fabricated from hot —rolled, carbon sheet steel, structural steel quality, conforming to the requirements of ASTM A1011, Grade 50 except the yield strength after cold —forming shall be 60,000 psi minimum. The steel gauge shall be 14 gauge for the 2 inch by 2" posts and 10 gauge for the 24 inch by 2j inch posts. Posts (inside and outside) shall be galvanized in accordance with the requirements of ASTM A653, Coating Designation G-90. Posts shall use an in —ground anchor system that provides a stable installation and allows easy replacement of the sign post into the anchor system after vehicular impact. Posts shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letter indicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall be installed in accordance with the manufacturer's recommendations. Payment will be made under: Sign Post Steel (Size), Linear Feet. DOWNSPOUT I WIRE SCREEN FOR RODENTS d d REDUCER AS REQ'D WITH WIRE a ` MESH SCREEN FOR RODENTS 4 j X. 12., MIN.' COVER d `-SEE NOTE SEE SITE LAYOUT PLAN FOR SIZE OF COLLECTOR DOWNSPOUT COLLECTOR DETAIL 1 % MIN. SLOPE NOT TO SCALE 0.375" x 6"0 CONC.-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE 2"X4" TREATED WOOD BLOCKING BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1'-0" O.0 18 GA. STEEL DECK ----i GATE HINGE - REFER TO GATE HINGE DETAIL— C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1 /4"X8"X8" WELD AT CORNERS 5/8" THREADED ROD- WELDED TO STEEL GUSSET PLATES TURNBUCKLES `t STANLEY #1010 STEEL 18"� o CANE BOLT -ONE PER GATE CASTER -ONE PER GATE !2 ENCLOSURE GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP (PAINTED) 6" 0 STEEL PIPE W/ CAP) FILLED WITH CONCRETE (PAINTED) STEEL 'SLEEVE' SLIPPED OVER 6" 0 STEEL PIPE FILLED W/ CONCRETE (PAINTED) C3 X 4.1 GATE FRAME GATE HINGE DETAIL N.T.S. GUTTER PAN TRANSITON FROM CG-6R TO CONC. SLAB TRASH ENCLOSURE N.T.S. GUTTER PAN TRANSITON FROM CG-6R TO CONC. SLAB FACE BRICK TO MATCH BUILDING ROWLOCK COURSE - ROWLOCK COURSE 8" CMU HORIZ REINF ® 16" O.C. PAVING, RE: CIVIL CONCRETE APRON W/ REINF. - SEE STRUCTURAL DRAWINGS -� SLOPE AS INDICATED BY PLANS v. d —COMPACTED -GRAVEL BASE 4" CMU BLOCK COURSE a 4' ' a c A a SECTION AT SCREEN WALLS NOT TO SCALE SEE ARCHITECTURAL PLANS FOR ADDITIONAL CONSTRUCTION DETAILS. —8' SCREENING WALL (SEE DETAIL THIS SHEET) —6"0 STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 18"0 CONC. FOOT NG - DEEP WELitE6 HOOPS (2 TOTAI PIPFS) PNTn PFR PROPOSED CVS PHARMACY BUILDING CONC. WALK N Z O U5 5 LL.I Ct V) J Q O U D to Z 0 U 0 � Q LO _Z U W ir O Zg 0- .. �a W� QL�O m(n Z Q j Y a V) W W w � W o U LL_ o_ U ■ J a W �M � o U S2 N .+-, N Ui U-)I 3 Cn � I a� N -C: ° W J ° LO 1 - a) a� o - - .E ° W 0) -C a N U) U .- F- '- L`E Z � w Q 0 C� Z� �w J w (n ialOZ Uw �.Z,T H OF `j1P O J N C. LEWIS No. 21621 0 +��W r_ 1 �SSIONAL SURVEY: C.L: N/A N/A DRAWN BY: JOB NO.: PL-PLC. 0503025 SCALE: DATE: AS SHOWN 01/20/06 SHEET: 14/ 14