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026-96 Flying J Travel (at Whitehall Business Park) - Stonewall - Backfile (2)
VDOT General Notes V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. vs. The Contractor will be responsible for maintaining adequate access to the _project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook,Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right of way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V1.1. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge_ Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 1,714. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. , A VE/" IE/V T Off' SISAJ 71 TAL S/TE A,QE4 S2.D4 AL'PES q eEA OF ';,CZ Y//V G T " TPq VE L PLAZA LOTS lire /5.05 AC'.PES �it/OTE LOTS / F', ' 00 /l/OT 4CC'E5S ,t,4e4141VN L4tiE) ,4,e-47A d,1171.11 /l.1 /DD YAP FL DD O I-G 4 / /U aA/ 6676,5F4 /1 b o 4C_ 4.PEA i✓/T1-1iti r�aC �. Ati�v CA1 �/2a?5 3 J 47 AC_ ARE,4 FD,e T,eAFF/C CDU/L/T 2/. 7,e AC AD 7- F20/`? "1/E/I/CLE TQ/P G'E/V: FOR //VP 10A C,C ,DES/GA/ yC V ±FS 7-11-7q TED c�,O /Q 1, ,eI4 *1,eo xZ_1214 K a./]- o.as17J Z14 *Z-ZOXK,Z141O.OS%1 2/4 r zoo x 6o.71 21.4r /,214 = 2'428 407- SSV F20M APE/110/X / "VOG�T PY/`�1VT OES. GU/bE _ /Z 4 FEND / X 2 L4 YE,e /`1A7_E,PIAL3 T/11CK/VESS EQ. YA4uE LAY,-,e TN/CAS- 1A_106X SU,P/ qCE 51`7 - 2A /. 5 Z_ 2 5 3.4 0,4 SF_ 18M - 2- ,3.0 " 2. 2 S a. 8 s(UBBASE AGG. BASE /D.I�, " 0. EO (�;.(0 TO%,QL /a. 2 T Y�V eA L SEC TVO 1V- Z4 0)gAtf Y ANtV CANE ,Q/vv C0 _ c/r//rs 0/= B/T Sy21cACF_ 2.4 ' I! ,/5E AlDrE Pr. of F/�l. G2ADE SM 2/{ �c(SEEE )/4 Su6A 4SE &48E COURSE / rIImo// 6., Li/"//TS O_F 64S6 (;; I - - _---- L/1%-//7-5 aF_SUBgAsE— ----- 14,5�4VE,^71_c/_17_ /JESICIV (/LlD/CgTE� 4c60VE) /S BASF_O nAl 4 r-e-e aF E.O ACTUAL P4VE/yE/VT OE.5/61N1 TO BE 47- 7_//1�7E DF GBfz 7_ES76_ 611-11EET VVVOEX .e-4 "07-E PPoV10E //' 1,1/DE S�IUUL D�rP 5 74 . 2 5"+ 13 TO ST4 . 12 T e �T) W17-1-1 75 ' TQPE-e 41P1P,e0,4c-1,1 /A1G AA-1 D. C E4V1/UG Pao V/DE Gam- 2, 4/VO TEXAS 7-6 SEE SA177 3 OF z5 FoZ VI C V/V/ T Y M41P SCALE / „-,00C' /VO TES OEL /iL/E4 TES OA/ TI-//S ,15'Z,4A1 /S L aC4 TEO ON T4X /`SAP 33, a 0 9 Pq,PCEL S 3 - 8 4 /V D /5 AlO k/ /A/ 7_1/E , i/,4/"!E D/= ? 7"OP06.PQ1cyY /S B.gSED UPo/V 4 'TUDL ,-'/EL D 6ZJe VE Y e Y EBE e T e qS SOC Z i O. 10AJ Zl/.2I97. Z?477U1, 7 46 US. G.S. ) ^O/VTOUE' /A/ 7-E� 8. ,; 11Fb,PMAT/D/V S1-i0WA,) a/V 51-17 iC FD,e 7;ZIE ,cL Y V/L1G ..T T,e74VEL 17ZA 7A S/ TE A14 S 74- et, 'IV F,eD M PL ,4 A I S f �E PA PED & Y 40,e e / 6/`74,e/GA e ,4 S SOC. LTD. 0,4 TES /996 17E1/ 11,?a 97), 4 Oh//�1E,e ,eA//-/BD I,-/ G PDUP I/VC. /90£8 S. L00OaUAt1 ST. G✓//�/C//ESTE,C V,4. P1-10A_1E (540) E /3E�T f' qSS OC. 35 L/. DS C,4 WE/LJ ST. S 7 ,e,e o /- 4740 P�/o 1lJE �1540 66 7 - 3233 f !/OOT eol-imE,V rs No. DATE eE V15101LI ,Z'A C A/A 1,(�O Y A /V/V L ,4 /V7 STAT/D/LI ZS TO 47+3,0 e 7 S7-0/VE1,/4 LL 1`706'15 TE,PeI4T '-��LF`•� Ebert and Associates A II. Aubrey Ilawkins Associates, Ltd. Company �� CZ S LAND SURVEYING LAND PLANNING DEVELOPMENT U �RUBERT P. PEASE = 35 W. DOSCAWEN STREET \ti'INCHESTER, VA. 22601-/740 .o NO. 021731 l TEL 540-667-3233 FAX 540-667-9188 TOLL FREE 1-800-755-7320 � tAL 0' s o DATE: 412//97 SCALE. 4 O 5 /VTE!% FILE _ • DRAWN BY: KP DESIGN BY: K,s SHEET_ _OF 5 r m lYJ V Lu u v W <W < Y y�j > 0 O N d < K Za o p o Z Z LOT / Go /tiED 4,C EA 25.Oo27,4C/PE5 za�1E a- 3 k P e, 011 I / � _ EX/S77 '1 1 ,ZAC AIA,E'Y AV" L AAIE 6 9 a � � I \ \ \ 1 FLOOD IPI-AIAI \ \ / EA S E/`Mef A/ T ' IV/ ���/ l/ / `\ � I N \ i ESe'—M.P It �I YL TBI IZ4, 2S—_ —4 c- E. \ 5o O Yf l✓ -6 � P k M c TS-re ri0/v- 632.23 SE/ 1E T \ PV/V7 = IBE6//l/ ClrJ�l/5T. I 1 \\ O.Q/ M/CES t 1 1 To ,C76. 1 1 669 1A17-X. 1 �,PO OISED 1 1 1 FC 001.� IPC A / N � R � Vi � CO �I NO W W W v Q R Q Q / 1 9/-6/-0 PE-F Cn VDOT L'�MME�/TS NO. I DATE REVISION PeOF/LE ZACAW R Y AA//V L M&- 67A7/O/V 2/*66.25 TD 47�,36' 8? _sT�%tiEG✓gL� rlQc/s7E,2/aL a/ S T,P/CT Ebert and Associates A II. Aubrey llankius Associates, Ltd. Company LAND SURVEYING LAND PLANNING DEVELOPMENT 35 W. BOSCAWEN STREET WINCHESIER, VA. 22601-4740 TEL 540-667-3233 FAX 540-667-9188 TOLL FREE .1-800-755-7320 yoe. i -so' DATE: 4%Z/ /97 SCALE: vE e,. ; „_ 5, FILE: DRAWN BY: ,PP DESIGN BY: SHEET 3 OF `_' -14 W F 0 m 0 W v W v Z 0 W Y o W W z o L=i0� WW W ~ ' 0 V w> ~O g Y and 0 W 0 0 z z i I I LOT 4 30 96 4 c /CF,- zoAvE , If7-1 v LOT 7 /5/O ,4 C,2ES J LOT 8 7/ 94 zo/vE 1-7-1 __ _ _ _-_-_- _ __ i t t - - ---- .. L4 _t. ! _ _ ,__ t _ - t i P940{ loop C'35 rt - ? r ' fi } 1 } J -t- t '44 pF `■ � U � y UO ROBERT P. PEASE _43 N0. 021731 ��•� see° a- 9/-5/971 L'O. e I DOT CO/lMENTS NO. I DATE I REVISION 4 A-1 E .Z'ACHARY AA/A/ LANE S74 7/0,".-' e 68. 25 TO 4 7 +34.87 6T6iVEG�./A4z 1-14G/5 77ES/.4L D/S T Ebert and Associates A I1. Aubrey Hawkins Associates, Ltd. Company LAND SURVEYING LAND PLANNING DEVELOPMENT 35 W. f30SCAWEN STREET WINCI IESTER, VA. 22601-4740 IEL 540-667-3233 FAX 540-667-9188 TOLL FREE ,1-800-755-7320 'P. DATE: 4 /SCALE: 2i /97 SCALE : VHDE,e,. i' = s ` FILE: DRAWN BY: eP DESIGN BY: Kg SHEET OF s HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE xTn EDYNE PRINTED IN U.S.A. SP 630 620 Q BOX C'OL VEEP T AND CH*4 /A11446L PROF/LE (3 l4 io ye w/5 640 = 63B 87� \ P,PvP GQ40E O,Fy Q N c� �N J V1 � W � �j hm v �m 640 _ -- - - - --- ----- --- - Ex / �5 T G,Q4 DE V 0 ORr eIR - Z4/° //4 O/) M ��. NCoW 0 j W sso r-- 'EX /5 7- QUA D. 6x 9 Box CUL V /7 6.20 PROPOsEO 30'x STO/QM E�1 SEMENT C yANAJEL I ,ZAT/ON OETA/L SC4LE /I OFFS/TE 0,eW IA GE O/VIOES S 7-R'S. 3 e 5 SCALE /"=5D0' O A/L'L� 4�EC - 2 q�'�l L Y•j /S .'rl-l/'E.S',QLL 3uS/'�JES S P,Q�K FL DO jp ,oZ A //V S 77 /D y gY E,5C.'er e 4S SOL"'. SUBS//7-7E✓ !//VDE"e '.5 -,: "'f; PEA K D/ S C"-'4.2G'E �F Z4 C ,4' A/VsL/ = 7 5 9 c C-5 (/ " US /,itJG 7e1PZ E Nw'= 375 4 Xg ,•w Y,e Wls'=�32.23 S TiE' Z To I,o= S5 Q/ o = 3. 7 c fs vS//vG TG✓/�v iB " C/'�P' s 0.79 // w/ _ /. / 7 P2D� /// V (1U/PP, 5- R 937 70) /v >'R- 1-1°115 = 938 87 5 oe,4 //U,IGE 4,2EA = 71 402E 6 C = D. 30 7, _ /D /'//L/. ,o = /A 7 �f+s US //L/G T,P/PL E /t3 " C/"7P 'S Nl✓l,' > = O. 7 3 P�� P /A./ V '10PPL ,,e- 6 36 40 /D 'y. GJ/s = �'3 9. s,J 4/0 v = 8. l FPS C'/-/,4 ",mil . l/VOT 70 9C-41E) 4.8-6.0'l V,,4,e/ES 4.0- 6.0 i C,c,/A AIA- E 41- 7-.e-4 T / D /tJ I ,"A/o 7- TO 304 � E 1 I � 4. 8, 36' - - ---- - - - - - s = 6,5 / d (Y eivOT 7'o Sc4,E) ✓;:: 7.4 FPS LLI i'- f- ti/OTE C,UA/V/VEL S '4 TD BE L/A./ED k11 V,5)O7-CL.I LLJ OeY Z LTH . of r. `x9% +O C 2 2 ROBERT P PEASE v S N0. 021731 CU. C61-1MEN7-S 04TE "PEV/S/O/tJ ----- - - 57-D,P/-7 SEG✓Ee OFT4 /L S ,ZA C,q4 ll�o Y A/V/V L ,4/lE S'TQ/L./EC✓.4.C<. /"l.4G'/STEP/�1L .�/57;�'',,�'. ' 1 Ebert and Associates A II. Aubrey Hawkins Associates. Ltd. Company LAND SURVEYING LAND PLANNING DEVELOPMENT 35 W. DOSCAWEN STREET WINCHESTER, VA. 22601-/740 TEL 540-667-3233 FAX 540-667-9188 TOLL FREE ,1-800-755-7320 DATE: 4/z//97 SCALE. A 5 /1/67ED FILE DRAWN BY: e/7 DESIGN BY: •<',g SHEET_5 OF-___. _- k w \ ��p ,�-3 �t'A�% 9O NOTE: PRIOR TO OCCUPANCY, ZACHARY ANN LANE WILL BE / RD INC GRADED TO THE SOUTHERLY PROPERTY LINE OF PHASE l,(/T f7YLL OWC ONE 8Y PARTIES TO K DETERMINED. ' NSF FR 496 APB ,: 73, F'G' .� R/C 1 TURAL SEX. COF,'NF/ELD� (,SSE VANTir' G FUTURE �-ACHARY I ANN LANE �6 a,w, J Q' „1AO r-ntoZ (/1 j• �j P1cA p r Z p X mD',I ;01�� �� � > DMO► + + [N� D 40Z `a' 0@- --—'-3'+96--' � 2,} HP 03 � �--4f-e6-'; O , ; ` - x - - I I MP. --�--� _ ►' SEE TAIL 02 r�'^ I N EX. UTILITY POLE ~� )nSl/T. H D AI ' — — S f- 35BR1 \ ' t l� TO BE R ; I L � ELOCA TED I ► s''�� ( J ` AS NECESSARY 02 — _ — — tj -No 0 ; GhL /Z, o CD o`' PER UTILITY m 961 COMPANY v z ,. 05$ - �k '`. / L EXRAFNc. ',� �o `' SEE ROAD WIDENING FACE •�1• b � 1 e�p \�t8ARRIERS, I `� SPLIT RAIL FENCE Kam__ s / o -� slcN •` , PLA N F 0 R R T. 669 kz SITE ANALYSIS (PHASE 11 PROPOSED SITE AREA = 25.06 AC. \ / ( o V - � Go N � � -"' � � � � PROPOSED BLDG. AREA - 0.420 AC. o w' 09�j v D FLOOR AREA RATIO 0. A s 02 c. do w v � k �N x � ' v PAVED AREA - 8.346 AC. 8-SD (pROFiIE GRASS AREA - 1&71 AC o A) 008 09 p 1 - P.I.N. 33-((9))-1 P • ;\ r 16 I LOT 1 WHITE HALL FLYING-J C co NV. 193.PARKING SUMMARY: \ 1 = RESTAURANT Is 100 ft. I 1 5 `^: 1 r �> = REO'D PKG.: __ 1 o � ' � i C p/ Sa y 5 1 ^, �^� K ) 6 ('� 6404/100 - 64 SPACES FAST FOOD RESTAURANT 1.43p/100 sq.ft. 0,11 732/100 - 11 SPACES UEL MOLDING POND / \ TRAFFIC c I V ' _ = RETAIL do PERSONAL SERV. ISP/200 sq.ft. \ Q OUTLET STRUCTU 1 / I ! � � � 10 � t 1369 200 � 7 PA (SEE QETAIL SH 93� 9 �� to � � t0 BARRIERS �➢ � 1-' / 5 SPACES \ I j x u► TOTAL REQUIRED SPACE- 132 ANS iG I96 PROVIDED PKG: lO \ y� f _ O R 131 O t 2'x 65' (TRUCK) O I TE WAJE o LOADMK ACE 10 \ ' �� v - 7 O 10'x 35' (R.V.) �� \ 7RATMENT �,/ 12'r SiY 3 o �, i t _ 87 O 9'x 20' (CAR) ` u 6 O 9'x 20' HC PE. AN T SIGN AE % , o % Ig ^' 0 + 2.31 TOTAL ( ) e �l /S `J EX. 6' HIGH CHAIN LINK P p 11P5 TER r Z t I ' / GREEN 96� D AP CTOR A[ PROPANE x x 1552 I t o 0 L�� \ FE R NwNG SLATS. EX. 10 x 12 COMPACTOR .� SC o TANK '',• 146 p ) �� 2 } HAN AL \ OzX, _ l EX. MEC EQUIPMcNT C x I EXISTING ROADWAY �..Ian3 W'UdE HE �' I1 _ - 2 E'A \ �`o ; _ I N - �.• 1 t 1 0(!) 0 z NEW CONSTRUCTION - . I LOADING SPACE 1 t6 c_ Rv I 1 Z m 'r1 qLAi ' /O # D N f=rl NEW SHOULDER J 95 196 i 1 , 10- t LLJ RIPRAP 050=8'•, J 1 ( 18" TI-llt*K OVER , t Q ; ( FILTER FABRIC z i( 1 / ij.�rh. XIS U U E I 1 I I 1 i (.1EST0 L A ) 1 1} SWAB Y 1 (/) 3 1 POND I I I I -- 4 �! APP NT N.V.P C ES 1 , 1 I ESM _ (VADTH NOT I i j o DO PG.366 19 92-- L-*425.74' 202 # 198 � 14,444.73'_. 196 194 _ 1gp 192 /,goL� 469 28, ---�-..,� PROPOSED EASEMENT LIMITED ACCE 1 TO ALLEGH ENY POWER � SS ONE TRAV t? 201i 2 DD� a ZDZ PLAZA, C/o+ �� 15R rCIO - SA — I C/o , t r- _ C/ t I D INV r � i x �U 9EFINED) o T 0.'S P� '20 4 1 { r + 1 11 C) Z 3.5' CONC. WI#LK— r / / Ir -4 �► I _ n 08 � -tt 712 r - - - 104 a 11Q x II I� E x10 2062 I N n' f`, I * ' I 24 12 CVa r 0' } t , m - ' 6 CONIC." . WALK 111 n, ti �, -- V `1 �' v G z" n., , V) COk � -a ON IIA _rn Or EX,' 14 x 18 BUDG I o ow 204 2 U6 _ zo z�---- zoo Q V S E E RAMP 2_7I1tAlTED I�GE6 5 10'40-Z� W r44 T 0 \ - — . 4 WELL HEAD 44 7 38' S UNE i 50, 73' ood�wE NO 1 .� \ WIDENING PLAN 1 S 1 L 12 8 W PROTECTION NOSE EASDAENT oil-25 � I I � -ZpOWN,CURB 'y" 06 i QV `- Y D D f0 9 - o H ' I, ♦ IAyQA0" IN IM rt YW1 _ (f�(_1(J 2alp BM �LEV.662.96 CHISEL AT G RAPHIC SCALE THE SOUTHKST CORNER OF - SOUTH BRIDGE ABUTMENT OF o RT 669 CROSSING US RT, 81. 1 - �N TER S TA TE ALTH o - -- - S SHOWN ON Rou rE 81 —«�� ,.� _ _� �'G - -- --- ---- E 443 FT. BELOW 1 � VARIABLE H WY.) — = 4 r,'• r-�'-5 -v3 C,� (la per) US`�S ELEVATIONS011111 - 4 ARIABLE WIDTH ABSOLUTELY UT LY NO K 1 T PERFORMED �' Al;)% p J C. WAS '2 t inch � 'k ` �OAr6 PL A R/W ,,, 1 BSOL E WORK S O BE PE ORMED ti >, . U 1 110 R �,,; R4� T BQQK 3 P , WITHIN THE INTERSTATE ROUTE 81 RIGHT _ BASE BID - COMPLETE DEED BOOK G 4$ j OF -WAY BEFORE A PROPER LAND USE PERMIT I REMOVEL do REPLACEMENT DEED B 306, PO 374 � HAS BEEN SECURED FROM VDOT. �- � - "d,,p .021s2i w� r � MAY tea Lui BOOK 286, PG 47g T �Wk t�� h �i #, o w ALTERNATE NO. 1 - MIWNG + 1 �A- OF EXISTING PAVEMENT AND I41v+ .. ....,.,,..,•.-. .. � �/�L �'� .` ' • NAL E�� _ I A 2' OVERLAY FROM STATION LATEST ATE: MAY 1, 7_003 FLYING — J TRAVEL PLAZA U 1ti PAINTER-LEWIS, P.L.C. �if,all � e� JOB NUMBER: 0304008 STONEWALL' MACISTER!AL DISTRICT FREDERICK COUNTY. V1P.CINIA Drawing Tit(! .Harris„ gu&Assocates,Inc GRADING PLAN Planners /Enginews/Sur ve yors 41 f usl All SrnrNs Sl,tsuk, rrndrr,cl'. Mt) : t i,)I seat Drawn Project Na. GRAPHIC SCALE (309 562-4488• Mori(gjmery �,uunty (301) 831-4048 t1Ir TI n r- DLS 6552-0-FLYi REVISIONS: Checked CAD Fite No. o is as Sao 20 4/22/97 REV W.W,T.P. LOCATION REC 8/27/116 PER CO. COMMENTS 4/22 97 MINERS REVISIONS -TS' Reviewed (Drawing No. 11-18-06 Well site note added 577 REV W.W.T.P. LOCATION - ' 5 7 97 REV POND HOLDING LOCATION DaAPRIL, 1996 _ _ i Dote If uwb �' ft. .; .� B7 RF\AW 1 T IR 47 "T (:0UVFNTS 1 3/13/97 REVISED IL PbBpX 678, BRIG M'+M CITY, UTAH 84W - (801) 734-6474 Scate 1 2 „Ic t6 W Q m 0 Z w N un cp a 1-11 O a 90 NOTE: PRIOR TO OCCUPANCY, ZACHARY ANN LANE MALL BE GRADED TO THE SOUTHERLY PROPERTY LINE OF PHASE /y f- FR T hYLL ORCg4RO, INC ONE BY PARTIES TO BE DETERMINED. I V9 -7J,, PO, 496 �C 1 TU�,AL �E-X. COrQNF/EL Oj VA /VT%/' AGR � U u FUTO,�E ACHARY ,-4 _�►, ANN L => + V� D OD J L ZN HP 03U 02 ` r..tea.►. I — /� Q MP. I � SEE TAIL �w I / r.1 EX. UTILITY POLE H Alc� �� I - o — I II TO BE RELOCATED E ` S 3513RL \ " A �t, `'i C ci J I S NECESSARY T 02 - — — — .. I — _ 00 �? f1,� o \„®'-' PER UTILITY '1 r l� `-± COMPANY 9 V =2 1 x _ CQNC. r I RAFFIC ',\moo �I `' , SEE ROAD WIDENING FENCE / oar FACE t'/1' I . �' \ i sARRIER� '" (PLAN FOR RT. 669 SPLITRAIL r- Q / 62 SIGN . SITE ANALYSIS (PHASE l) - o f _ = 1 PROPOSED SITE AREA = 25.06 AC PROPOSED BLDG. AREA - 0.420 AC. w \ �, 09 D FLOOR AREA RATIO = 0.02 AC. ,p �o " x ry I is a v (� PAVED AREA - 8.346 AC. \ 1Jr j�✓/ o' $'SD (PROFILE A) o a o 09�k •Q �� I I -� GRASS AREA - 16.71 AC. r- .. 0(! P.I.N. 33-((9))-1 16 LOT 1 WHITE HALL FLYING-J C PARKING SUMMARY - NV. -193.5 1-5 _� I r REO'D PKG.: . I �� �' t>E 10 1 = RESTAURANT 13p/100 ft. 6 Fri6404/100 - 64 SPACES 70 K / = FAST FOOD RESTAURANT 1.43p/100 sq.ft. x -- _ _ s UEL MOLDING POND � EX. CONC f *. , ,fin 732/100 11 SPACES TRAFFIC Z RETAIL do PERSONAL SERV_ tap/200 sq.ft. Q � OUTLET STRUCTU � e � �', ' � ' t0 U 10 BARRIERS �,.►� � 1 !� CT 11369/200 - 57 SPACES \ ►� �°'� , (SEE QETAIL SH 93 10 II/' x i' �'ov+ TOTAL REQUIRED SPACE- 132 73 ANS ybi- � PROVIDED PKG: r W� t' t 131O 12'x 85' (TR UCK)0/ TE WpiTER LOAD" SPACE 10 7 O 10'x ) A A2'K $20 (CAR) ,6 ®9'x 20' HC' � PILAN T � Y tl r S EX. 6' HIGH CHAIN LINK 1 1 t• U h' * op 96'� ASH pUMPST� PROPANE x L.r.a tip t5p � CO \ FENC W/ OPAQUE GREEN EX. 10'x12' B CCIMPACTOR �� / 11-11 I L� SCRNING SLATS. 14� ) I �' g TANK z � EX. MECHAN AL o x 1 _ I I '/ EXISTING ROADWAY EQUIPMENT 11 d o $' VC , I 14 I �I f ram- e 3' WIDE OVA I t "-?1—'�' ; EX. 10'xlf 4 HEq n - \ L2 J ry O z -+ - Tl I � I NEW CONSTRUCTION LOADING SPACE 16 ?0'x 95 I x O --1" 96 /0 D ' f*t NEW SHOULDER "�1 1 c) INV I I i v ,c T C-) TRAVEL s ,� / t t . � 204t 2 � �` p - �C+ D Z U -Z-{�A 92 1 OU PLAZA, �� i 1 -7'/ O o fV 1 -.�- . - 0 t) -A I 11 10 LF r L15R208 g 1 , j2 CV D \ RIPRAP 050=8 I I u = 1 �.� (� I 2 d b I C m� J I I I ` 18' THIU OVER 11 ([r' , F, ;,, A I r- Q FILTER FABRIC I I I 95 o0 ILI ES TO L A I r — ) I , C/0 z ? 1 I W1,,I I ti I 1 POND I t I INv 1.S 1 ' j l` m D 3 I It 1 I I I 4 � APR N T N. V. P C I ; I ES- 1 I I PIR ESM (1MDTH NOT DEFINED) ,� T 0. I Q �' 1N 4 )' ',I '. x I 1 ' f 20 1 I I PC 3t34 1 I I I (TYP C� I I o 24 y r yN-lA ' 3.5' CONC. WALK` _ — /' / / / / p I I = n I 0er,� o 0 � 10 CMP cv N 206.2 c , 194 y y (/1 j. �O 2 co C y _ _ CONC. 1 .1 p rn a UA�1`�L ' —1 O I 6 VvNC.' WALK I I I I 1 } ' 1 ZG{ �n�" 1 M 425-74''` 202 �' �' �aC ON Or 2Q- 4 � ` \ .444 - -- _ 19a t r �` 14'x18' BLtOG. .r 1 �% ` 1 ts� II Row��NlNSS 73.R 194 96 EX' 1 U� �.. PROPOSED ROp /90 ' 46 9, 2 _ t 9f7 204 2192 J6 �_ _..� TO A OS D EASEMENT 8 UM! TED AC —�� 202 ----- - ��, 206 ., r o j SEE RAM F' uECHENY POWER CES$ UNE — — J \ / LI�AtI-ED AUESS LINE 5 14'44'2 W P 'nT�p°E Nr,WIDENING PLAN 441.38 50 73 S 2 4$ W WELL HEAD D PROTECTION PROM� NOSE e 1 t't -q� EASpIE)iT �IJ" -- J 17"� 'Q* , I I I DOWN, ReLSr sic znp- - ,- OT 1 (� un aoaAw AIMISPWNT � g l BM ELEV.662.96 CHISEL AT �Ob c - THE SOUTHWEST CORNER OF GRAPHIC SCALE SOUTH BRIDGE ABUTMENT OF 50 0 RT 669 CROSSING US RT. 81. N TER S TA TEROUTE -,TH OP ` — -- -- E 4sHowN 43 FT. ON , R 0 .: _ ---- -- - U TE 81 - _ __ _ ��' f� U8r,S ELCVATIONS. (ARTERIAL H WY.) ---- __ `i ° �.�, ( IN FEE VARIABLE WIDTH ABSOLUTELY NO WORK IS TO BE PERF p y - l�i,ItJ ��HNC WAS �y I Inch 'lit, NMIa w c ') , pAT R oR� �., �, �. o T �w PLA r BOOK 3, P / WITHIN THE INTERSTATE ROUTE 81 RIGHT- ~ �-•" v BASE 81D - COMPLETE 1 DEEDr' 48 ; OF -WAY BEFORE A PROPER LAND USE PERMIj � �1' 1 --`. � _ '�r g REMOvEL do REPLACEMENT BOOK 306, P� HAS BEEN SECURED FROM VDOT. - V4 16?1 DEED BOOK 286 374 T �4;k t1t►>, h�? I #; _. �o No• 02 ��, _._ _, ALTERNATE NO. 1 - MIWNG %�`� PC 4 78 ti OF EXISTING PAVEMENT AND T� A 2- OVERLAY FROM STATION / +"lb LATEST R ATE: MAY 1, zoo-3 PAINTER-LEWIS, P.L.C.FLYING—J TRAVEL PLAZA ,,'c►� tJ C STONEWALL MAC1STER!rt DISTRICT FREDERICK COUNTY. VIP.CHA �f► ,;1a"L Its JOB NUMBER: 0304008 i Drawing Titte .ari$A�sociat�s,ic GRADING PLAN Ptonners/En9in4Ks/Surveyors 41 fusl All S.nnts Sl,nut• Frnck:t,cI,. Mb ,11,)1 Seat Drawn ( • 1 r �_ �� r r-� DLS Project No, GRAPHIC SCALE (301) 662-4466. MOr,lyun,ery wunty (301) t331-4048 / REC I 1 6552-0-FLYJ REVtS10NS V Y 1 . _ �� L _ \ Checked CAD Fite No. so o >Gs so too no 4/22/97 REV W.W.T.P. LOCATION Reviewed Drain Na 8/27/86 PER C_ 0. COMMENTS 4 22 97 MINERS REVISIONS /, 1 i 9 11-18-06 WqO site note added 5 7 97 REV W.W. T.P. LOCATION Re Ints 5/7/97 REV POND HOLDING LOCATION Date _ 1 iacb - 50 ft. 1 - APRIL, 1996 .i, ,i/G7 RFvIsFn 7 IR/A7 "Tf:(lu►.IFNTS ptl.BOx 678, BRIGI�AM CITY, UTAH 84302 - C801) 734-6471 state 3/13/97 REIASEO 1--50, 2 of 16 I Ell A i 0 IN Q Ell 171d 13 6 0 F E 0 V p N 12 m FUEL RESISTANT SEALANT SCALE: 1' ® wo iD n REY NOTE5 for 5HEET G1.1 ,:. DUCRIPTION <�> STANDARD C04RM CM 4 WMIt OR DETAIL 1<1241,4 4 CIVIL PLANS. WAVY-MTY CONCRETE_ SEE CIVIL _ <�> STANDARD CONCRETE &AI5 FOR MTO''e 4 ltV.'*. GEE CIVIL PLANS. O CCNCRETE SIDEWALK SEE CIVIL PLANS. O LANPSCAPM AREAS O AWMALT _ FOR SEE CIVIL PLANS. O VIVIDE PANTED YELLOW PARKING - - <@> TRI= WALE WE DETAIL 14MI3, CIVIL PLANS, 4 SPECIFICATION SECTION 01020 OIL -WATER SEPARATOR VALILT. WE FUEL PLANS. <$> VENT PIPE FOR 14OLDM TAW, SEE RJEL PLANS. * 6' WIDE YELLOW PANTED DIAGONAL STPJPNG •.<a> EmEwecyAREA SW TYPE. 60 SPECIFICATIONS SECTION 0440 FOR DRAWW*. _a�..__►r�: it, 2 0 0 C RO.B®X 618, BRIGHAM CITY, UTAH 84302 - l8®U 134-6501 JOB NAME Al yIN* V rRA AL MroNAMR WAISING4 DRAWINGS TITLE ARCHITECTURAL 5 1 PLAN SEAL DRAWN PROJECT NO. 8242 L. FELLER CHECKED SERIES REVIEWED DRAWING: NO. DATE v 5-13-96 SCALE 2 or I 0 OCCUPANCY, ZACHARY ANN LANE WILL BE TO THE SOUTHERLY PROPERTY LINE OF PHASE PARTIES TO BE DETERMINED. MOUNTABLE CURB FOR - ACCESS ONLY,... 461.49' -- -- , - I A-- — - - EW-2 OCK FACE 1 '/1' I i SPLIT RAIL FENCE R CIO G 0 8'SD (PROFN,E A) 8" PVC ° INV.=193.5 1-5 �R j EL MOLDNG POND R iTLET STRUCTURE _E (DETAIL SHE€T), R WATER R SW-2 o N NT'SIGNI 1 1 1 ITI I I FU T ZACHAKY I ,-1 > F -4 -4 1 ; z Y' X . At LANE my� ono M1►� 0 B A p>+ EW-1 6Q' R/W ) I i o _<"o' tILI I I C) > [(�•' sw oz CL �1 �� (� - SEE DETAIL EX. UTILITY POLE _ I 1 T E H D Al SH-EE T-- — — -' ' Y' ' ' IW s' TO BE RELOCA ED, 35'BRL' ' i \ ® },J I ,AS NECESSA- N - CD O L > ` i,� o I� r PER UTILI,TYRY • .I � i,C COMPANY, V c C // ��T9 AO�o Ila I i NV =2 1 °' FHT'6"v I SEE ".EQAQ WIDENING i 'o y SIGN FLAN FO 669 CIO 011 _. JrV l.J , N- \ANDS IS Q1 v LOADING SPACE I `l 12' x 50' v v v I I \\\��%J� `� 1 TRASH TOR STER D ; o ! , J COMPACTOR Se o � D l ' 0 I , . o NCLOSURES TANK E � - - --_ --_. O 6':_ 8"PVC arq _ �J R OD p,— - - - o A X � R RV � p, tC7 I z m LOADING PACE _ S I x W r <'J :E M C/0 PLANTS Jx 20 /0 CrIL''1 � \v `. ' D- ,.m(�l ; INV.7 C� RAVEL of 09,82 ��Z� p v� ZD 2 T 2 - D D � v - _ �c ' I Z _ , ao INV.= z � h - - - _ - PLAZA- 211 95 00� i <� mopoo s 0 C/o C/ p_r D I - 'o D hr 2 I O 10 LF C%.111 4 �� L 15 R [_ G/° . RIPRAP.050=8" '� o D 1$" THIK OVER I NE : ♦ F- . - 1 , 5 r- ,t,� C 1771 Z � FILTER00 � FRIC _ NV_- 4"S o o , - . a -� _ --- -Ir � � I T -a - i XIS U LI Y LE 03-35 /° —.� ` i } C/° ® �' C � / '� R U ES TO BE L A D IGN �. Y AN ( ) SIdH-1 B, O I ,� ` / L _ / R 1-4 I � INV - INV.= i0' 1 r,I ESMTR(WDTr NOT DEFINED PROP. /O 210.5 IG C,�`INV.� 210,09 rn 1 X ES-1 ) LIGHT ��' Q 207.74 D8.164, PG.;336 I �'1 �, ( ,� 24 -'CP ( R T //i I` Z ` 3 % C Iss O MH-1A " C3 2 AMP R , TT _ , R A O R � R H ' y� � INV s - N � , .28 206 TE 2-S H 4"RC W q �' 10' 1 0 1 TIA `d I FHT 6 V I I - -- H I T R PROP.,, I I I - -< y v , LIGHT - - G G ry (Typj -� I C 6 Ell R H ,_- r * v Z q OF SOW R ® R 3,R r R ®� R 3 - J 20 H H fTl L46 - 9.2 • _ . . ; tso+rer Piles vyP) r� rf0 ACCESS , Relos clod A R _ SS LINE %- -- - -' - - - S 11'12 48 TE R O U TE 81 REAL ID TH HWY.) R/b1/ N T ABSOLUTELY NO WORK IS TO BE PERFORMED 3, 86, PG 48 PG 374 PG 478 WITHIN THE INTERSTATE ROUTE 81 RIGHT- OF -WAY BEFORE A PROPER LAND USE PERMIT HAS BEEN SECURED FROM VDOT. � -- THIN BRANCHES OF DECIDUOUS SHRUBS BY 1 /3 (NOT ALL END TIPS) RETAIN NATURAL SHAPE. PLANT SO ROOTBALL IS 2-3" ABOVE FINISHED GRADE. REMOVE ALL OF WIRE AND NON -DEGRADABLE MATERIALS BEFORE BACKFILLING. TAMPED EARTH MOUND TO PREVENT SETTLING 3-4" HARDWOOD MULCH 3" SAUCER -TAMPED TOPSOIL ROTOTILL ORGANIC MATTER OR TOPSOIL INTO SUBGRADE. BACKFILL TOPSOIL FREE OF DEBRIS, TYPICAL SHRUB PLANTING N TS 24" HARDWOOD STAKE TURNBUCKLE RUBBER HOSE 16 GAUGE WIRE OUTER EDGE PLANTING PIT TYPICAL STAKING LAYOUT N TS =R —,\I- PRUNE OUT 1 /4 TO 1 /3 OF GROWTH REMOVE DAMAGED LIMBS. MAINTAIN NATURAL SHAPE. TREE WRAP TO SECOND TIER BRANCHES. WRAP ONLY SPECIES WITH THIN BARK RUBBER HOSE TURNBUCKLE & 16 GAUGE WIRE. REMOVE GUY WIRES WITHIN ONE YEAR. PLANT SO THAT ROOTBALL IS 2-3" ABOVE FINISHED GRADE. REMOVE UPPER 1 /3 OF BURLAP, ALL WIRE AND NONDEGRADABLE MATERIALS BEFORE BACKFILLING. 3"-4" HARDWOOD MULCH COMPACTED ROOTBALL SUPORT PAD 3" SAUCER -TAMPED TOPSOIL 24" HARDWOOD STAKE ROTOTILL ORGANIC MATERIAL OR TOPSOIL INTO SUBGRADE BACKFILL WITH TOPSOIL FREE OF DEBRES. TYPICAL TREE STAKING N TS l it lll- PLANT SCHEDULE - ON -SITE LANDSCAPING WILL BE MAINTAINED WITH LIVING PLANT MATERAIL K COMMON NAME BOTANICAL NAME QT. SIZE REMARKS RED MAPLE. ACER RUBRUM 13 _12 -14 HT. 2-2 1/2"CAL B & B 0 DWARF WINGED EUONYMUS EUONYMUS ALATUS COMPACTUS 6 15"-18"HT. # 2 CAN >� SCARLET OAK QUERCUS ACUTISSIMA COCCINEA 8 10'-12'HT. B & B 2-2 1/2-CAL O DOUBLEFILE VIBURNUM VIBURNUM TOMENTOSUM MARIESII 18 2-3' HT. B. R. SHOWY BORDER FORSYTHIA FORSYTHIA INTERMEDIA SPECTABILIS 132 S-4" HT. B & B WHITE PINE_ PINUS STROBUS 76 5'-6'HT. 8 & 8 LEYLAND CYPRESS CRATAEGUS 18 5'-6'HT. 10 GAL. X CUPRESSOCYPARIS LEYLANDII G EASTERN REDBUD CERCIS CANADENSIS 56 5'-6'HT. 8 & B �D PINK FLOWERING DOGWOOD CORNUS FLORIDA VAR RUBRA 11 "SKYLINE" LOCUST GLEDITSIA TRIACANTHOS "SKYLINE" 20 2-2 1/2'CAL B & B O NEWPORT' PLUM PRUNUS CERASIFERA "NEWPORT" 5 4=4 1/2'CAL B & B H CANADIAN HEMLOCK TSUGA CANADENSIS 29 5'-6'HT. B & B O WASHINGTON HAWTHORN CRATAEGUS PHAENOPYRUM 9 2 1/2'- 3"CAL B & B AMERICAN HORNBEAM CARPINUS CAROLINIANA PLANT SCHEDULE — VDOT R,O,W. WN PENN., BARWf'`RY BERBERIS X GLADWNENSIS 'WM. PENN' '_• _ _ DDENSIFORMIS YEW- TAXUS X MEDIA DENSIFORMIS 2p 18"-24"HT ONTAINER 20 3'-3 1/2' HT. 8 & B CRIMSON PIGMY RED BARBERRY BERBERIS THUNBERGII 'CRIMSON PIGMY 35 15"-18"HT B & B - _ l D z f ITS Cc UN s' h *40� W LHIIT OF ��� m�i �O_ SEE RAMP 4 38 k� PRCJMDE NOS WIDENING PLAN WELL HEAD �yj (U'''- SO.73 DOWN PROVIDE NOSE PROTECTION I Y�DOWN CURB ,Ai.t91 RFkL/OSC�q S/ G& t - W~AIL ADM3NEN, - d PAWMEN 1 WEDGING SHALL 8E RE.OURED IN THIS AREA, iJNDE'R O,REC,KIN OF VD07 ,NSPEC FOR - BM ELEV.662 96 CHISEL AT THE SOUTHWEST CORNER OF SOUTH BRIDGE ABUTMENT OF RT 669 CROSSING US RT. 81, • THE ELEVATIONS SHOWN ON THIS PLAN ARE 443 FT. BELOW USGS ELEVATIONS. - d BASEMBID DACOMPI tTE +, REMOvEL & REPLACEMENT N ALTERNATE NO 1 - MILLING OF EXISTING PAVEMENT AND A 2" OVERLAY'FROM STATION l� T 10+50 TO THE' WESTERLY BRIDGE ABUTMENT OF THE U.S. RT. 81 RRInc.F, THE VDOT INSPECTOR" WILL j 50 GRAPHIC SCALE 0 25 50 100 1 inch = 50 tt. 200 Harris,Smariga&Associates,Inc. ��� Planners/Engineers/Surveyors 41 E.,iA All Saints St,eet, FreUeli,k, MD 21701 (301) 662-4488, Montgomery i.ounry (301) 831-4048 REVISIONS: 8/29 /96 PER COUNTY COMMENTS 6 /26 /96 6/18/97 REV W.W. T.P. LOCATION 1 /26/97 Revised plantings neor the Conk form oreo 3/13/97 Revised 7/16/97 REV PER VDOT COMMENTS 5/7/97 RFV W W T P 1 0C:ATION A/tA/07 RFV PFR VnnT c0u►1FNTC 5/7/97 REV POND HOLDING LOCATION ti 4- .' 1 01 12' TRAVEL LANE i SEE PAVING SECTION 4' DIRT SHOULDER / r 220 6' PAVED SHOULDER SEE PAVING SECTION FLYING—J TRAVEL PLAZA STONIEl1-1 L .-1AC!STER1.AI_ n1GTR!CT FR`DER.CK COUNITY V!RC!N!A Dra77.a Title — LANDSCAPE PLAN Seat Drawn DLS Project No. J I 6552-U-FLYJ V1,I E_ �� Checked CAD File No. ' REC Reviewed Drawing No. Date16 APRIL, 1996 I — P.O.BOX 678, BRIGHAM CITY, UTAH 84302 - (SDI) 734-6474 Scate 1 = 50' 1 16 of 16 O In "II a II L,J N Q 0 Z W CV In a M O N a JJ ((4))9D NOTE: PRIOR TO OCCUPANCY, ZACHARY ANN LANE NU. BE � GRADED TO THE SOUTHMY PROPERTY LINO OF PHASE IVIF FRO hYLL ORCIMRO,. INC. ONE BY PARTIES TO BE DETERMINED. �pB ..�7-3 t'G 496 / 1 TIJRAL �EX. 6'0RNF/EL O% . VA1 e NT%' AGR C,/ t 70 Z u ACHARY t ro f-0LA>< i � r ,_ �cp#. Dr- DI in rJ q t 10 n u DAB ANN MANE Tor I=.I� '1 jj loci' � P E ( R /W rn O D ~ oZN Z ---�- -V,00 Z - 4- p I rl �^ -7--- M, 9 _ + __-4++pg.• -- - 02NNW , TAIL _ I` .\'� ---\ �' I .!'' , Ex. UTILITY POLE MF i TO BE RELOCATED L �! 02 I 1` AS NECESSARY ao Z IIe` . PER UTILITY — — — — �Q OO < `•� �' O \ \ P' 1 1 m !j + COMPANY EW-2 2 i o , ` � EX CVN "� \ A TRAFFIC �\ �� �� SEE ROAD WIDENING FACE 1•/1' �� .,aA iF` , SPOT RAIL FENCE _ y / RRIERS, PLAN FOR RT. 669 .-�� O / 09� o ) SIGN / d ` SITE ANALYSIS (PHASE li \ <' \ •, " I 4' ,� PROPOSED SITE AREA = 25.06 A '$ C. ( o , v � rr"� PROPOSED BLDG, AREA - 0-420 AC. I I FLOOR AREA RATIO cI a � . �`\\ � v L00 E 0 = 0.02 A \ o u� X 09 I� 1S y C o k �x v (�i PAVED AREA - 8.346 AC. nE )' �I I - - t , / 0 8`SD (PROF A �$ 0 09� ° o �.. I rye � N. S33 -((9)) 1 6.71 AC. ap �, � �F --- l - . II � l /6 t Q LOT 1 WHITE HALL FLYING-J , • i 6 ,� 09z , " ,y I i PARKING SUMMARY N _ I ' = REO'D PKG.: (� 1 r10'�'� II I1 r C= RESTAURANT Isp/100 sq.ft. 5� 1 T l 6 6404/100 - 64 SPACES �? K 1,9 \' = FAST FOOD RESTAURANT 1.4sp/100 sq.ft. I K93 t CONC I - I _ '�w - 7321100 - 11 SPACES 11369 200 - 57 SPACES UEL b OLDING POND TRAFFIC y"� - RETAIL do PERSONAL SERV_ 1sP/200 sq.ft. Z OUTLE`f STRUCTU 93 y ' ` \ '' 1p I� t0 BARRIERS I„y I 1y / \ ►� �� (SEE DETAIL SH 10 x ,r,v� y TOTAL REQUIRED SPACE- 132 ANS J �G 961 PROVIDED PKG: /�- ��i-A 1 /�'% \ \ A�1�% 12 R yD/ ° N •� t 131 12'x 85 (TRUCK) K)oo 10 ` WA jE wadR 10A0MI�7 10'x 35' R. V. 8O 9'x 20' (CAR) TR ATMETNY 3 ®9'x 20' (HC)I231 TAL SIGN AE S � EX. 6' :NIGH CHAIN LINK ASH DUMPSIEN I -` 1 cY� "`'-\' � . • v 1 , � - n � g N '� _. GREEN 96 Q COMPACT Ac PROPANE -'• r ISQ t \ FENC-E� W/ OPAQUE EX. 10 x12 caM NN �� SCRE,ENI G SLATS. a + I D N AL TANK \ Ozx 1 ,.:' _ 14� e ", Z;v IQ EXISTING ROADWAY EX MECHA - EQUIPMENT Q t1 8" vC 1 14ZX rD-- 9.. 3' WIDE `I, 11 - r x ° -3- AT --iU HED �' 3 CI r Z NEW CONSTRUCTION r� LOADING SPACEI I l OZ\� I I x a O -1►.� /0 - O D N F*,� NEW SHOULDER _ I NV 95� 9G y 20e2 1 I I IDD�v 3 1 4 TRAEL 092 -^D ,oQxI PLAZA -4 I 1 i ( LF I I L 15 R 2 v g m�' ;U 4 rbv i , ° RIPRAP 050=8" 1l12 ,�rTl 18„ T-1RK OVER FF � ry p T� ' r O I FILTER FA(3RIC a - — ou 95 C O XIS U U ! I SW)�t I i I Y I TT� C/ , 1 f 1' D 1 1i C/o U) 3 I I POND l I I- 4 APR NT N.V.P C I - INN �1N f i 1 ? ryl x � PQ ES 1 I ' Ii ESN (MOTH NOT DEFINED) m T -� o, P20 4 I 1 I I PP D8 M �C3 I I I o �ti f v j oN?4R Z I ; I ►., YH-1A 3.5' CONIC. I I I 081,� ! 1 \ -- 02 I ', O o a 1-2 ev 24 R IQ �, o r 194 io - - �� 19ti - g�3` . _ - i i I CONC, WALK �-� 42rJ. ] 92 0 ¢ - 1 50,BRI_� 0po 4 • - ��1 __L_:-202 i- i -_.r - - I 111 OX tom A' - - - \ 2up t 7 , j n�''� of irN�E' 1fo +c / 4, 444 7 _ 198 196 EX; 14'x1 S' BLDG. *� . �, ! 62 ROW, ass O L _- PROpO �90 469 �& 19tT _ z I 2y4 U6 - _ --- - - - TO ALIEGt EN Y MEN t L/MI TED „CUSS — _ _ 202 2� �o ; , , \ 'SEE RA� P POWER LINE __-- - �--- --- -M- � � LINE S 10 40'2W 4111T 0 1 r' r- - _ - 447.38' uwTEO dVE NQ` WIDENII� u PLAIN 1 S 11'12'4$" yy WELL HEAD 150.7 oo r ';, _ PROI><CTION l d - 25 ' . I PROVIpC NOSE fkIST -EAST _ �Ir _ _ .. r� I Y !. DOWN //CURB `\ R£( S o to H 1 I, l ►- t _ , In IN "05 AW"EML iiE off" Btu ELEV.662.96 CHISEL AT O(J f 2alo ` = - THE SOUTHWEST CORNER OF - r �) .} G RAYHIC S(, ALE SOUTH BRIDGE ABUTMENT OF �. so - — — RT 669 CROSSING S US RT. T1SHO INTERSTATE ROUTE 1 - -� ' _ E 443 FT. BELOW TE 81 _ _ - (ARTERIAL. HWY.) � � ( IN Fiil;'T) uS�;s ELEVATIONS. 1 VARIABLE ham -- , pLA WIDTH R�yy ABSOLUTELY NO WORK IS TO BE PERFORI�IEO -` y�i= y,�1 'j t� (�, �,p,LTH p�, nch -'lit. MAG.O T6 Ry t , A T 8001( �, MA THIN THE INTERSTATE ROUTE 81 RKiT- ,. Y Lr BASE 810 - COMPLETE DEED BOOK 3' PO 4$ j OF -WAY BEFORE A PROPER LAND USE PE" 1[ -_' O -5 �JJ �'� �. REMOVEL do REPLACEMENT 306 4, HAS BEEN SECURED FROM VDOT. DEED PO 3 74 4--� �j o JO C EWIS j NI ALTERNATE NO_ 1 - MILLING BOOK 286, PO ~ T 'Alil:h�'t' h�� I #, _ AND 47$ ` . ]r U OF EXISTING PAVEMENT A 2" OVERLAY FROM STATION ^T ;'►16 ��. LATEST REVISION DATE: MAY 1, Z003 ,4 A� PAINTER-LEWIS P.L.C. .021621 w FLYING—J TRAVEL PLAZA ,cy STONEWALL i STc rxl D!S r FREDE C J08 NUMBER: 0304008 Q'� tit' t`.ncl.,.�R.. ''••,,F.,L S .� �.-.TR.CT , ..�„�P.lC.`: OUlY .L;!!!!A - -- `SIGNAL E� Drawing Title He .arigu&AAs,ociates, c. 'awlpr GRADING PLAN Planners/Enyimgws/Sur veyors - 41 Fus1 All Saints SI•nul. Fredeflc4, Mtn 11 )I Seal Drawn Project Np. GRAPHIC SCALE � w y y (301) 831-4048 r - '-- -• oLs 1 (,y01 6b2-4488, 4da,1� rner t,uunt b55L-U-FLirJ � J Checked ICAD Ede No. so o sS 30 100 no REVISIONS: 4/22/97 REV W.W,T.P. LOCATION REC 8/27/96 PER CO. COMMENTS 4/22 97 MINER S/W REVISIONS I i Reviewed Drawing No, 11.-18-96 WqN bite note added 5 7 7 REV W.W.T.P. LOCATION � A 1_gkK cornm2ajjS 7 9 REV POND HOLDING LOCATION p ` � � ' I `� Date � _ I inch — 50 (t. 97 RF%4%, 1) 11h /47 v1x)T rOUMFNTS APRIL, 1996 1 C 2 ,T,; I 3/13/97 RENSEO Pa 2 of BOX 678, BRIGHAM CITY, UTAH 84302 - (801) 734-6474 Scale 16 0 u1 II a d• VVHITE LEGEND EXISTING PROPOSED INTERIOR LOT LINE — R/W-PROPERTY LINE CENTERLINE - EASEMENTS CURB & GUTTER T BUILDINGS —� SPOT ELEVATIONS 300.0 303D SOIL BORING CONTOURS STORM DRAIN __— SANITARY SEWER ss SS r' WATER LINES --- w -- - W U/G GAS,ELEC.OR TELEPHONE G,E,T. G,E,T,----z OVERHEAD €LEC. LINES ?,---- DRAINAGE FLOW & DIRECTION' MANHOLE INLETS PLUG OR CAP --- —� WATER VALVE FIRE HYDRANT I \ITILI:TY POLE 41T POLE SANITARY SEWER LATERALS _0 WATER LATERALS -- CI REDUCER C -- FENCE---- CONCRETE LIMIT OF CONSTRUCTION' SILT FENCE s s EARTH DIKE STRAW BALE DIKE STABILIZED CONSTRUCTION ENTRANCE INLET PROTECTION ROCK OUTLET PROTECTION RELOCATED ELECTRIC POLES o . 0 BENCHMARK NOTE BM ELEV,662.96 CHISEL AT THE SOUTHWEST CORNER OF SOUTH BRIDGE ABUTMENT OF R I o®y k-RiJ3Ji1V10 u3 R 1. 01, THE ELEVATIONS SHOWN ON THIS PLAN ARE 443 FT. BELOW USES ELEVATIONS. LL MAGISTERIAL DISTRICT, FREDERICK COA 1y, igige VIRGINIA VIRGINIA DEPARTMENT OF TRANSPORTATION ST.AUNTON DISTRI(IT GENERAL NOTES FOR SUBDIVISION PLANS P VDOT GENERAL NOTES a VI. ALL WORK ON THIS PROJECT SHm1LL CONIORM TO THE LATEST / OWNER EDITIONS OF THE VIRGINIA DEPARTMENT OF. TRANSPORTATION (\/DOT) DGE ROAD B, ANDDEVELOPER ICONTRONLaREC EROSIf NND DRISE SEDIMENT ULATIONSARDSAND ANY OTHERIA e ` 'I INC. FLYING L Y I\`�I STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. , , THE EVENT OF CONFLICT BETWEEN ANY OF TPESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STIVINGENT SHALL GOVERN- OWEST 990 SOUTH V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S, BRI GH M CITY, I ' T e H 4302 DEPARTMENT OF LABOR OCCIJP"A'nOtI A �,l:F-EiY AND HEALTH ADMINISTRATION AND VOSH kUi ES ;ct�� ,tL,GULATIONS.. 0 7 4 V3, WHEN WORKING ON VDOT RIGHT OF WAY W TRAFFIC CONTROL, WHETHER 'PERMANENT OR TEMPORARY T ;' " IN ACCORDANCE WITH PREP-ARE ..D BY- THE CURRENT EDITION OF VDOT's WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FI AGGERS MUST BE CERTIFIED H:ARRIS,SM�A�R!�GA EN GIN EERS/PLANNE.RS/SU RVEYORS 41 EAST ALL SAINTS STREET (301)662-44:88 t ' n, 1 J r N -70 Q RD, SI TE (PHASE 1) �'dJ(7rF'6, Q &J y (PHASE 11)' vI C I IN 1 I 'r/ A A /1 IN ACCORDANCE WITH VDOT"s JANUAIiY, 1994 (OR LATEST EDITION OF, ROAD AND BRIDGE SPECIFICA'rlu .�j, :,v,," ON 104 04-C V4. DESIGN FEATURES RELATING TO CON',TR',C,ION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VOOT V5. PRIOR TO INITIATION OF WORK, COKITRAC �Oi, .;HALL. BE RESPONSIBLE 9IN ® FOR ACQUIRING ALL NECESSARY VD01 LAND _LSE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL VDOT R''SID o4C Y OFFICE, A PRECONSTRUCTION CONFERENCE MU7 Eik ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER \VITH TH A T TEiJDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENC1r5, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDQT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECT TIC!N. Va. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE A(:CFgS TO THE PROJECT FROM THE AF), ACFNT PORT IC ROADWAY THROUGH CONSTRUCTION :AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC, 3,02 FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND Al' THE END OF CONSTRUCTION;, VI0. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE MINIML''M 36" COVER AND, WHEN POSSIBLE. TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES, V11 ANY UNUSUAL SUBSURFACE CONDITICINIS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IIy1MEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND \IDOF. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE, DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V12. ALL, UNDERCUT AREAS AND BORROW MAl`ERIAL SHALL BE INSPECTED AND APPROVED BY VDOT INSPECTOR P1IOR TO PLACEMENT OF FILL. V13. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STCIRM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS' OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT OF WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL, V14. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSARY BY VDOT INSPECTOR. V15. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT OF 'WAIL SHALL MEET VDOT - I'.e1A4MUM DE"N cTr^,al- — " Q !S 1' DE"EL^vPER'S RESRO^:SIoILITY. I VI6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT OF WAY MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. V17. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VDOT's DISCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASS. C-1 COVER SHEET C-2 & C-2A GRADING ,PLAN - 50 SCALE C-3 DETAILED GRADING PLAN - 20 SCALE C-4 & C-4A DIMENSION PLAN C-5 STORM DRAIN & UTILITY PLAN C-6 STORM DRAIN PROFILES C- 7 UTILITY PROFILES C-8 SITE DETAILS C-9 VDOT DETAILS C-9A VDOT DETAILS C-10 SWM DETAILS C-11 SEDIMENT & EROSION CONTROL PLAN C-12 SEDIMENT & EROSION CONTROL DETAILS C-13 RT, 669 ROAD WIDENING PLAN C-13A RT. 669 ROAD WIDENING PROFILE C-138 RT. 669 ROAD STRIPING AND SIGNAGE PLAN C-14 1-81 SOUTHBOUND EXIT RAMP WIDENING C-15 ZACHARY ANN LANE (NOT IN CONTRACT) C-16 LANDSCAPE PLAN a cal ®F��9�Q APPROVED BY THE ZONING ADMINISTRATOR ��1Z925Z�Z��'� r+ - II Il II Iry IIDA i t_ ZZ L FINAL SITE PLAN :*az6-q6 APPROVED � AT t i a A i TMP'',3.3 ((A)% 90 NOTE: PRIOR TO OCCUPANCY, ZACHARY ANN LANE WALL BE N�F FRI//T H�LL ORC�ARD� INC' GRADED TO THE SOUTHERLY PROPERTY LINE OF PHASE (,� ONE BY PARTIES TO BE DETERMINED. B7J, PC 496 T AG�/Cl/L TU�'AL SEX. CORNF/ELD) - I U t rz`a r Dc'"+ ZACHA�Y zmzcA �� �� �' �,\ A D FUTURE nAicn z' X 1-i,z m N .o�tB ANN LANE =Jm r- __1 �_ D D >+m EW-1 M� ( R�W� \ o N CASE.. VA N - o N 00 IT _�_ ___ - _ - ~ - — -.. -- �6 60- - -8 +�--� C K ` 02 1+96 --J4 HP 3 0� p - i o lOp,'CO 6� T� x 94$ - 0 r _- - - �\ O 97 0 -02 r I y. JO z � b (; �� EMP. - - - 04 // SEE TAIL _ — -- 1 T_ — — - — — m I N EX. UTILITY POLE T H D AI - _ 5 - - `. n aTO BE RELOCATED � S-KT `:> C) J � r' AS NECESSARY N - cj Z KA ® PER UTILITY — — — — -- — — — — — �/ GG r ~ o W rn i J�! $' COMPANY ?0 EW NV =21 6 2 J2 ROCK FACE 1•/1' 05 ���� �aA_ ,f SEE ROAD WIDENING SIGN SPLIT RAIL FENCE / I - \ ' N FOR 1 / _ ��Q-` � %'�' L � � a r 09 I ; SITE ANALYSIS (PHASE I) PROPOSED SITE AREA = 25.06 AC. N PROPOSED BLDG. AREA - 0-420 AC. \ -100 I CI `* r V FLOOR AREA RATIO = 0.02 AC. 19 c� 4, 09 - rS D D (� PAVED AREA 8.346 AC. \ 8-SD (PROFILE A) o c�o 0 0Z o �4x \ 1 x ` GRASS AREA = 16.71 AC. c 0- 1 P.I-N. 33-((9))-1 X 16 LOT t WHITE HALL FLYING-J C IN� 6,1 t �(� PARKING SUMMARY:09V-_193.5 5 _REO'D PKG 10 = RESTAURANT 1 sp/100 sq. f t 95 6404/100 - 64 SPACES / = FAST FOOD RESTAURANT 1.4sp/100 sq. ft. Z a x93 x K All, - 732/100 - 11 SPACES FUEL FOLDING POND / \ RETAIL & PERSONAL RV. 1sp/ q. OUTLE STRUCTU -5 935 i / $ E LSE 200 s ft. l' � 11369/200 = 57 SPACES ,(SEE ETAIL SH 93 x / 1025 x0 x0 � TOTAL REQUIRED SPACE= 132 ANS ! b U /� p` %O 96� ?p PROVIDED PKG: L / ? ' m 131 ® 12'x 65' ( TRUCK) '1 T W 1 TER o®I LOADING SPACE 10 \ y p v 7 ® 10' x 35' (R. V. ) �F E ° t+ TR TMEN?f 12'X 50' �3 --�-7 a7 09'x 20' (CAR) II -IL T SIGN AL y ` o �� w L RASH DUMPSTER I lox W i I O O \ 96 COMPACTOR do ,PROPANE 0� O,< i I C ; ° TANK ENCLOSURES n 14� 10z x c I EXISTING ROADWAY x n 1, 141 i CD 2 �' ` Gwo NEW CONSTRUCTION 0 - i -. I % - 6 3 I LOADING SPACE ' J (� RV ��\`I fm f *t Tl ti6 �` 6 1 —" 20'x 95 ` x x -t p N 96` , 95� �.�- - 964 CON =(� -- -- - _ ,� \ I � t 2 /0 D frl NEW SHOULDER INV I -1ST , � 11 4 Y ' , �� TRAVEL , � 209 2 -> t Z ' u D � � '� p �ZD 92 11 ,2 rLAZ 1p 1 rApl, 0 0 rnL10 _f 15 2 RIPRA',A50-8". 4 1Z 3, x, `' D NE T18" THN( OVER 15 O ODFILTER I"ABRIC I I y o o C I st O XIS U U LE Ll ES TO EL n I 1 I SWm I Y N ) I I I /0 I I---' _ I �ND PO I I I -- 4 INV ,, t 1 I I APP RENT N-V,P C PR 0 l JG IN 1` X � I I I ES-1 - I I ESM (WIDTH NOT DEFINED) cc)U T 1 P 207. 4 I I I I I DB 64. PG 366 TYP) 00 z4 _ r _ v to ( + 0 � C7 Z 7212 I I I CMP 11 Q x 1' 1C7 IN1�.ca r x ^ 2 206.2 192 , x 24 R 8 ! 194 0- 11 2 •.k`ti,%.-,,,,,,,.�.,. -_._., �, OF D t --�--- � �. 0 I ,0 1, i 'f � � � � I � tl � . t s� � r' �' �` <- _ V 1 q n 4 c v rr A O L- 425.74' _ - 2 a -='' ~ x (TYP) d , -- ---- l`� k - f- , t • - 14 -_ . 198 20� `- - 1 + �, 7 - -c f Or ACC -------------- 4 �._ 4 r I � � ,, "• ., �:.. ,. , � `_� ROW ess ' ) 7,3R L � 192 194 196 r ,. ,' � ,' _ - I - p� i7v _'._ ��� '_ - ,yo)�- -- - L PROP �,� 46 g -- 1 2 08 -- PROPOSED 2 9rr -'`_' % - `� - 10 ALLEGHEN 04 AMEN T 8 `E MtD ACCES -- : , . 202 _ _ 06 —� 'Ob �-- .. q 1 SEE RA P I -- _ OWER _ - - - s uN _ :� WI DEN I)IG P _ E - W. L 5 � lF�tIT OF IN ---- - - INE 0 40 �� - LIMITED AGCrk�s 447.38 150.7�/ dbtDE No ' I W PROTECTION - q DO D o. PROVI NOSE Ek/S - o DOWN CURB R r Sr EASEMENT oil-- - - - 25 Y f�Ocq D TO 6 2 - o -�f O T � o �3 - - SHAU C WARDRAIL AOJJJD&NT T� J 4 3 PAVEMENT Mi0(�NG `-' _ BE IIEOUIRED N THI$ Ali v►IceR o+tEcnaw OF YPOT f���� l - -- ��o BM ELEV.662.96 CHISEL AT CF R- THE SOUTHWEST CORNER OF ---- `\_ GRAPHIC SCALE SOUTH BRIDGE ABUTMENT OF so o RT 669 CROSSING US RT. 81. INTERSTATE - / 4 \ - — - -- NS SHOWN ON R o u TE = �- = _ --- — -- - zy- _� RE 443 FT. BELOW (ARTERIAL - — __ - _ -- _. - US S ELEVATIONS. \ I'i WY•) _ ( IN FEET ) VARIABLE 1 inch = f4 pAt� P WIDTH R/►�y ABSOLUTELY NO WORK IS TO BE PERFORMED _.Aj Kh�' D PLAT BOOK 3 PG 4 WITHIN THE INTERSTATE ROUTE 81 RIGHT- ..:� - -' BASE BID - COMPLETE ITS DEED BOOK 30 8 OF -WAY BEFORE A PROPER LAND USE PERMIT mil' DEED 6, (�(, 374 HAS BEEN SECURED FROM VDOT. r a REMOVEL &REPLACEMENT eye BOOK 2HF), i _ T, t o1 ALTERNATE NO- 1 - MILLING PC 478 a OF EXISTING PAVEMENT AND T (�� _ / A 2" OVERLAY FROM STATION,-�--- ' 124f FLYING—J TRAVEL PLAZA j� V;4 STONEW —11 MAf ICTER!AL 9!ST9!CT FREDER!CK v11UNTV %IRCIAl1A INY At IDrawing Title - Harris,Smariga&Associates,Inc. GRADING PLAN Planners/Engineers/Surveyors - - _-- _ --- 41 last All Saint:, Street. Frederick. MI: I� Seal Drawl) DLS iProjeet No. (301) 662-4488, Montgomery County (301) 831-4048 1 6552-0-FLYJ GRAPHIC SCALE so o � � lo0 20o REVISIONS: 4/ 22/ 97 REV W.W.T.P. L OCATION � I I--- � L K CheckREC ed CAD File No. 8/27/96 PER CO. COMMENTS 4/22/97 MINER S/w REVISIONS � n II t TI F N Reviewed Drawing No. 11-18-96 Well site note odded �97 REV W.W. T.P. LOCATION L\ I -I 1 inch SO [t 1-26-27 Revised per County comments 5/7j97 REV POND HOLDING LOCATION I R -» Dote C— 2 T,/.';/q7 RF\AVn 7/16/97 Vf)OT (OMMFNTS APRIL, 1996 I3/13/97 REVISED P�BOX 678, BRIGHAM CITY, UTAH $4302 - (801) 734-6474 Scate 1"=50' 2 Of 16 O u') r -1 66 ,4.81 CgSC.�►RE — - - _ -�- AREA 4- NOTE: PRIOR TO OCCUPANCY, ZACHARY ANN LANE WALL BE 0 GRADED TO THE SOUTHERLY PROPERTY LINE OF PHASE y `, N/F F10T HLLL OR01ARO, /NC. ONE BY PARTIES TO BE DETERMINED. 2 4 WIDE ROAD 2� �B ; ,�7,3 PG ¢ 96 T �'AL (EX. COri'NF/EL Oj , AOR CUZ U Ln I CASE- 1/,4 Nj/ ' _ . •.. ' - - - - ..... ,..... - _ ,- - . _ -.., .. _ . _ . i -- - - - - - 20 7-7 0221 n_ro 63 O _,� _-► z 94- L_�`���v n �iti n -- 4 }— T—_ -�- -- ; u, OB —�-=� - i �i 02 1 --r - -- boo -48 i-409 ---- .. . - - - i 9 7 _ E`�P4T. — 02�- I 9 1 "/1• ' - ' , � SPLIT RAIL FENCE ROCK FACE o Cv PARE( _ -_ US/MESS HALL BUS/NESS PARK AYH - HALL \ __ _ _ —__------- PHASE / 1 • ' � '\ _._- ; PHASE .� s_. i Lj 95 1 l r-\� l O ` X x93 X i -� \ , � o � - 11 UEL OLDiNG POND OUTLEt STRUCTU 93 _> r— "�.[ dd �a (SEE ( ETAIL SH 93 k O N) 00 SEE TREATMENT PLANT PLANS -9� R I 0 0 1 -"' M I N w 'Q,Q L�- .� FOR OUTFALL DES G e� x y6 LOT0 �� WA TE WASTER °�. TR TMEN I � \ r Z SIGN AE 1 i 0 BSCURED_- l <o� o I 96 . U) AREA TOO NSE TO �,OMPIEE zEXISTING C,(�NTOURS) - - _ - _ - - 96 O v - 4 t 92 _ 29 N z_ Z ,1 l 1 1 INTERSTATE ROUTE E 8 VARIABLE WIDTH H HWY.) R/W PLA T BOOK 3, DEED BOOK PG 48 DEED BOOK 286,, p G 374 G 478 10 i10LFC�Af 1 RIPRAP 50=8'> I ' 18" THl 0 VE R f O i FILTER FAQRIC .9 -y I g XIS U LI Y E Z I 1 17 I �o LI ES TO B EL A ED I �.°j Y R ( ) ' SV�M 1 � 311 POND i >' 1 APP ENT N.V-P,C - I 1 1 I �� ESM (WIDTH NOT DEFINED) 00 AF .F A I 1 1 DB, 64, PG.366 I I 1 I N I 1 1 j � O S96, 86 7 _ _ -_ _ 1 1 1 I ' 1 192 c • _ ti --- , _ _ i i 19 i _n_'' IMITEp AC 4 196 �+ •���1,� CEgS ONE�,� 4" `' -!---DA►� 4E 9�5 ,44 iR R 4444 7 3' (—� �, = j — _ _ — 1 �, 7 1 \� _4 25 74 9z— — — _ �, _ _ y 09 D - - _ ~ __ _ �_ `--__-------'-~------_ ___ __ I _ - -• .::_- — 14 — _ 19 8 6 r fi x44 �,3 L469 192 194 PROPOSED >90 $204L1M TO ALLEGNENy P TED gCCES 2o2 S LIN x 1 I ACCORDING TO I - 81 J i hj E ' (� i I CONSTRUCTION PLANS I�JDLANE - - — --- - — _ C) - - - �N 1 • c)( A 9"-,. _1 _ - �-' L VDOT DOES NOT HAVE ANY LIABILITY A I OR MAINTENANCE RESPONSIBILITY FOR INTERSTATE NTERSTATE I THE ON -SITE SWM FACILITY. b ` x • HAS BEEN SECURED FROM VDOT. /ART ROUTE 8 l NOT VARIABLE WIDTH R P /W ABSOLUTELY NO WORK IS TO BE PERFORMED .. ' PLAT BOOK 3, WITHIN THE INTERSTATE ROUTE 81 RIGHT- j DEED BQQK 306 PG 48 OF -WAY BEFORE A PROPER LAND USE PERMIT A � -- -- _ DEED PG 374 HAS BEEN SECURED FROM VDOT. BOOK 286 1� 141ra >' 478 `�� r CJ OLn GRAPHIC SCALE 50 0 25 50 100 1 inch - 50 ft. 200 1 Harris,Smariga&Associates, Inc. Plonners/Engineers/Surveyors 41 En -A All `,ants 'Street, Frederick, MD ?1/W (301) 662-4488, Montgomery County (301) 831-4048 RE VISIONS_ 5/7/97 REV W.W.T.P. LOCATION 8/27/96 PER CO. COMMENTS 5/7/97 REV POND HOLDING LOCATION 3/3/97 REVISED 6/18/97 REV W.W.T.P. LOCATION 3/13/97 REVISED 7/16/97 REV. PER VDOT COMMENTS a /11 /o7 PFV W_W T P LOCATION 4/22/97 MINER S/W REVISIONS FLYING-J TRAVEL PLAZA j CT/LIC\!1l11 T!^/"IC Trt11 AI yIC T17;yT CC1Cf1C01/�V f�N 1\ITV \/I Ci �I\„^ �. JIVI.L ••e,Ll VIJ LI\Ii,L J LVLI\IW\ VVV.�. •1 • !•, Drawing Titte IC:) GRADING PLAN Q Seat Drawn DLS Pro nett No. 7 7 b551-0-FLTO LLJ W t F- E Checked CAD Fite No.1-11 REC in A H(-� I T C - S Reviewed Drawing No. �p R F D APte RIL, 1996 — A n P.O.BOX 678, BRIGHAM C[TY, UTAH 84302 - (801) 734-6474 ' Scate 1'-50• 2 of 16 a O LO u a u w V) Q m c� z w N LO LO c0 d 0 jj ((A))90 NOTE: PRIOR TO OCCUPANCY, ZACHARY ANN LANE WILL BE FUTURE ZACHARY 7RCH4RD, INC GRADED TO THE SOUTHERLY PROPERTY LINE OF PHASE / ANN LANE ONE BY PARTIES TO BE DETERMINED. ;f�/CUL TURAL �Z- COfi'NF/ELD) c o' R �w ) 435,18 - - TEMP, 3 5' R 461, 4 9 _ I + ;Toe-- _--� � _--�+-ee--00 --+------ 2 + 68—�— C UL D E S A C + — --s+— — --E—� - - - 3 +e6--- - -8 + a EMP. ESMT, I ar/ ���ROCK FACE 1"/1' SPLIT RAIL FENCE i } le f I i I I � I I � t WA TE WATER o #1 TR ATMENT LAN T SIGN AE LOADING SPACE 12'x 50' y TRASH DUMPSTER- COMPACTOR & PROPANE . a TANK ENCLOSURES s" 22.23' 20' PR LIGHT (TYP.) 72.38' LOADING SPACE 1 2 20'x 95' � Q x _ cfl u7 o r- 0 Ul Z Dr-a74 Z D x M N )> 11 DD+� J O Z N 1 Z LIGHTING NOTE SITE LIGHTING WILL BE DIRECTIONAL IN NATURE AND SHALL NOT CREATE UNREASONABLE GLARE ONTO ADJACENT PROPERTIES. 4 VAS � II W � 5.0" PORTLAND CEMENT CONCRETE (f'c = 4000 psi) I I I ® o REINFORCEMENT: WWF6x6-W6xW6 I I ro 70 6" CRUSHED STONE ok- VDOT 21A BASE AGGREGATE) `, \ APPROVED SUBGRADE SEE ROAD WIDENING 12" OFF-SITEBORRO AT I 10' CONC. I OF CAR/RV AREAS PLAN FOR RT. 669 I SAG" 8" PORTLAND CEMENT CONCRETE �fc= 4000 PSI} REINFORCEMENT: # 4 REBAR 0 12'C-C EACH WJAPPROVED F9 D 8" CEMENT TREATED AGGREGATE�`' T A O (750 PSI ® 7 DAYS) „ CL STA 5+ 5 J Do + rn 12" OFF -SITE BORROW MATERIAL SUBGRADE I Z _4 Q WITH A MINIMUM CBR OF 5 DEISEL TRUCK AREAS I D I m RIGID CONCRETE= PAVING K � I � � � N TS =-_= I SI 10' CONIC � I _ CF"'- \1 = 1" VDOT SM-2A WEARING ASPHALT I 11 I 1 0 3 �.! 2" VDOT BM-1 BASE ASPHALT I � i I 2" CRUSHED STONE � C VDOT 21A BASE AGGREGATE I vr'1 �� Wz cn n oI r D APPROVED SUBGRADE 10" DIRTY TAILINGS c IT 1 0 n 0 Zo�o LIGHT DUTY PAVING 2" VDOT SM-2A WEARING ASPHALT - - - m0 N 4" VDOT BM-1 BASE ASPHALT L�J__ i I 2" CRUSHED STONE _ C 0 Z VDOT 21 A BASE AGGREGATE >. APPROVED SUBGRADE l O �� 10" DIRTY TAILINGS m -r1'p HEAVY DUTY PAVING /mow N ono-Itv i N ON — SI TE � D z PAVING SECTIONS I A CL.STA 3+05 D I m 00 I D NTS _ + z r C7 -i Irn -. O, ,. CID SIGN L I C O -)3 �B > POINT OF DIMENSIONAL Li tJ.AF WITHIN SITE Z) 28449 5� ---- I r = AREA = FACE OF CURB. i D �I WI Ln X ni t I I C/) 6" CURB 0 (TYP.) dl OWIDTH ] R S A E SIGN C IV I I = n POINT OF DIMENSIONAL -v-� D REFERENCE FROM PROPERTY y©' LINE = BACK OF CURB. � GUTTER PAN ON -SITE CONC. CURE J` JA, � , '12'/9 9 9 4 0 25 S AC S I ( Y .) 5R c, I I TYPICAL DIMENSION DETAIL SO" tI 19I I I I I ; a I II f ,25 _ 48.67 , ITS —_ -- - .1.4� PROP • S 31 _79 _ C° 11 S I •--� � ---_. __- — —�_..- LIGHT 2 , -= 25' g• ( •) <7 / :7 �.74 ---__ _ -- --- % - -- -- ,__- � __ :_� Tom.) -- 50'_ -- - QRL/ I p 4' 4 4 (� <T"_`► OCA PON — I _ 3 R tk� C w 469.28' — — - -- _ PROPOSED CASEMENT - TO EfM1Tf0 ACCESS ALLEGHENY POWER FINE — - SEE RAMP - �, _ o -- - LIMITED ACCESS LINE S � 0�40.26 w LI T OF �� -- 447.3$' 150-73' PROVIDE NOS - �' ' i � �• WIDENING PLAN - x " WELL HEAD - - - S I I i 2'4$ W PROTECTION DOWN CUR '° ' ,I ��� E w � �'•�"' � � PROVIDE NOS fk/ _ EASEMENT ¢TM o DOWN CURB ReLST Si - - # 0� I \� OCATCN TO ------ - ------ q - - - - ..._ _ _ ---- - - — - --""'_ - - -- - I ` ODD r/O LIDO),. -- �� fAt tA/VE, f --- - - [� - �.) ov - - - --- ----- .. •fit _, _.`__ - _____ _.__. ._. _.. .-.. ALL 0 I BE REIXNRED W rW5 AREA, pUARp1t L 1 -_--^ h PAVEMENT M�VV;NG $Fi I ---_.4 ---- - _...- UNDER OIRECiION Vi'O � � I! -- INSPECTOR` ' - _ -' H _.. '` �- -- BM ELEV.662.96 CHISEL AT _— —�- U TE --- _ I THE SOUTHWEST CORNER OF l ---- -- _ , / --— SOUTH BRIDGE ABUTMENT OF �`--- -- ~-- RT 669 CROSSING US RT_ 81, �\ INTERSTATE ROUTE 81 � -- ' ---- __ - -_-__ THE ELEVATIONS SHOWN ON ``'--' —._ __ _ _ Cl THIS PLAN ARE 443 FT_ BELOW I (AR TE gpAR 12' TRAVEL LANE SEE PAVING SECTION 2s°,< RIAL HWY US S ELEVATIONS. ) T,4AFR VARIABLE ABSOLUTELY NO WORK IS TO BE PERFORMED WIDTH R NOTE T BOOK 3 P ZW WITHIN THE INTERSTATE ROUTE 81 RIGHT- MB' DEED G 48 OF -WAY BEFORE A PROPER LAND USE PERMIT I - --_ •e' BOOK ���-� - _ �. T MER H I I > BASE BID - COMPLETE 306 ? REMOVEL & REPLACEMENT / DEED PG 374 HAS BEEN SECURED FROM VDOT �-�_�-`- - -_ -____ � BO K - --_ _ c��3 A. 286, PG 478 � - - - - 0 - �` - ALTERNATE NO 1 MILLING 220. O -- ^ �' � '� _ �I � � D OF EXISTING PAVEMENT AND � - SIGNAGE_ - 1n A 2" OVERLAY FROM STATION 0 . i ��� �: v::i:v� v�v1 �iT Yi�t.T Ti"I� Zvi :i: :lv , �... •ilw� iw� (1R RE Appan\/Fn MY THE ROARn Op 70MInlr APPEAI OVAKU FOR A VAKiAN(,C. 2. SIGN 'A' FLYING J PLAZA & COUNTRY MARKET SIGN. SIr_NI 'rr' FLYinIi- -i TAAuvi 01 AZA R. (_Agnl INC- palrE clrnl SIGN 'AF' COUNTRY MARKET SIGN. GRAPHIC SCALE SIGN V CAR & RV DIRECTIONAL SIGN_50 o ,00 SIGN 'K' TRUCK DIRECTIONAL SIGN. 25 50 SIGN 'T&U' SCALE DIRECTIONAL SIGN & PATRONAGE SIGN. SIGN 'Z' SCALE SIGN_ SI�NI 'eE' �reLE S!G�!. I inch = 50 ft. zoo MAI Harris,Smariga&Associates, Inc. ' Planners/Engineers/Surveyors I 41 East All laints Street, Frederick, MD 21701 (301) 662-4488, Montgomery County (301) 831-4048 REVISIONS: 5/7/97 REV W.W.T.P. LOCATION 8/27/96 PER CO. COMMENTS 5/7/97 REV POND HOLDING LOCATION 1/26/97 Revised County Comments 7/16/97 REV PER VDOT COMMENTS 3/3/97 REVISED 4/2-2/0-7 Arai w w r o LnrA nrw 4/22/97 MINER S/W REVISIONS T I FLYING— J TRAVEL PLAZA nle-•rr1••u. l.r i.�.u,r, I N Al l MA\".11f P:A. -,; llf :C rRf �/f 1, 1`f� 1 1- VI Y.M 11Drawing Title i > DIMENSION PLAN Cn w Q Seal Drawn Pro ' ct No. 0 -- - DLS I-- 7 W L 6552-0-FLYJ w L - L Checked CAD File No.11-1 REC N Ln T n n !Reviewed Drawing No. ARCHI LT �.APte a C— 4 r i RIL, 1996 P.UBOX 678, BRIGHAM CITY, UTAH 84302 - (801) 734-6474 Scale -_ f a 6 a t t so 0 24' WIDE ROAD NOTE: PRIOR TO OCCUPANCY, ZACHARY ANN LANE WILL BE GRADED TO THE SOUTHERLY PROPERTY UNE OF PHASE ONE BY PARTIES TO BE DETERMINED N-- Lq 0- 0 0 00 z 466.81' LOT 4 7 00 tM 0i Cn to 420.87' TEMP, 357461.491 r I CULDESAC -- MR ESMT ��ROCK FACE 1 /1' SPLIT RAIL FENCE _ 96.8fi' --- _ 1 - -----. - 4,444. R_ ---------- --- R = 144 4 4.7 3 ' �-� i L= 425. 74' -- L 74.04' -- - 4, 444. 73'R - - PROPOSED 46 ED EASEMENT ---'----_-- O ALLEGHENY POWER INTERSTATE OU TE (ARTERIAL HWY.) -- VARIABLE WIDTH R/W PLAT --- - - --- —��_ BO 251 SOACFS 2N SgAC�S 1Y I I Im1 1141 J O ,Y. ) I i Ia, 1Y �a, V cli 6 I ( 2 rn I Ln 21 SP C S ` ( Y ' 48' SIGN Z ME �' 1 I 12 1 rn 21 S AC S l , '(p 1 J' I y! l ) 25 S AC � Y i L x x DEED PG 4g -- BOOK 306 x � � d DEED BOOK 286' PG 374 PG 478 D AT INTERSTATE TE (ARTERIAL HWY.) - VARIABLE WIDTH '---__ _-- --__ R/W - �- PLA T BOOK - DEED BOOK 3, pG 48 DEED BOOK 286, PG 374 6, PG 478 � i FLYING—J TRAVEL PLAZA STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIA Drawing Title Harris,Smariga&Associates,Inc. DIMENSION PLAN Planners/Engineers/Surveyors GRAPHIC SCALE 41 East All Saints Street, Frederick, MD 21701 (301) 662-4488, Montgomery County (301) 831-4048 T L �, I S eat (Drawn DLS Project No. 6552-0-FLYJ /� / �_ � L Checked CAD File No, REVISIONS: J V L. , _ REC 50 25 �� 20oA 5/7/97 REV W.W.T.P. LOCATION 3/3/97 REVISED 5 7 97 REV POND HOLDING LOCATION n T --F F -T- r-\ Reviewed Drawing No 3/13/97 REVISED - = 1 inch 50 ft. 4/22/97 REV W.W.T.P. LOCATION `-' ` Date C— 4A 4/22/97 MINER S/W REVISIONS APRIL, 1996 PDXX 678, BRICW CITY, UTAH 84302 - (801) 734-6474 Scale 1"=50' 4 of 16 O u7 it a_ O I I 3 0 W Q m Z w N U0 ca O Of 0- r_------------- ------ f--------------------------- TMP jj ((A)) 90 ZAC IARYFUTURE I r r- -1 z . D x NOTE: PRIOR TO OCCUPANCY, ZACHARY ANN LANE WALL BE rn ivx N Fr FRU/T H/LL OF�CHARD/NC GRADED TO THE SOUTHERLY PROPERTY LINE OF PHASE AN LANE D II / 6 ONE BY PARTIES TO BE DETERMINED. /�" D n + OB j%✓, PC 49 MOUNTABLE CURB FOR Ew-� USE.' VACANT/ AGE'/CUL TUf�AL SEX. CORNI-IELOj _ _ (60' R /'") I o N EMERGENCY VEHICLE �/FSMT RA FSMT — _ I O Z N ZONED.' ACCESS ONLY. _ z --- I 435.18' r - T E M P . 3 5' R 4 61. 4 9' - _ _ _ _ - �+ oa +- - _��� --- + -- 2 +s------- e CULDESAC + �+_ -+ — - --- -- I Ilk —jA- — % i NW-100 � � �'1�� [Z, I � KJ�I `i Iw PER UTILITY COMPANY $" PVC ` �i °� �° 1 EW-2 9 ° _ I of I '^M-4 INV.-201.5 6' _ - C/o �� - ;' pm " X 6 'tip eA °j� FHT 6-V I SEE ROAD WIDENING �� �- ROCK FACE 1-/1 / / �0 LCh SPLIT RAIL FENCE x0 I SIGN FLAN FOR RT. 669 C/0 �-l- c. � ° IN 7 � 207 88 .1 ° 8"SD (PROFILE A) c \ C/o ` 8" P VC ° vi 207 57 \ �, INV.=193.5 h _5 so `� ' I C" - m� V El- SIGN K ` , DIES I S ND A r I ` ANS C/o C 0 a INV I jW SMH-2 tNA�TE WATER a 208 t 3 LOADING SPACE � � TR ATMENT 12'x 50' k o I ; I I r _�? - �EANT SIGN � F .. ° ° ° C/0 ° • o ° a `'1 U,R' 0ANE o -TRASH DUMPSTER I INV.- -TRASH °� o • . / ` I + o ° TK COMPACTOR SURROP 208.10� �npb �. V = INV.- C/0 `�• o ] R ) 0 , INV : INV + INV = Q Ln Ln C/° 207 74 207 45- 207.t V , I " "x 6 INV - 206.8 _. . �;, � d� 8-PVC 09.9 , u I I o o FHT 6- 20788 _ _ - - _ ---- 0 rn fVCOZ� z f a - 2 .88 rn n � 209 16 ' RV 7 O o O m W\ LOAD*4 SPACE ft I Z m *T � Z ---t c- �• fT7 N 5 6 8' - 20'x 95' 1 W IN DUMP 00 ; O O � N _ .� �1 y I I I SS - C/o "P 2 - rn /0 WCI �7 j I i >NM C INV- 0 INV. �J p v X .O I 82 — 2-8-x 8" _ � / 207.58 > 2 p � � c , � Z D SIGN Z 2-8'VS�, 32 ItJV.= - f Tl I Z� ` \ INV- = m 6"M► 207.72 OD 1 S C/O C 211.95 o N / O--D o D I 1 I 4 w - - — C/o O r-OD INV.= I N 208.74 - r '' ' * ^� - NE C m Z7 x7 RAV_ 4" fr1 3 I 207 88 a t Z SIGN L v £ EXIST. UTILITY POLES '� �S C/O NV = 8-PVC RD I a C/0 O I I I 70 x v & UNES TO BE REL AOC TED go � '� INV - 205 44 INV = I ,n L SIGN AF I D C7 BY POWER COMPANY TYP.) S1H-1 Q• 205.04 206.56 C/ I r = I! 4 `rS -PVC RD I ~ C/0 INV-- 1 I I I I m D frl w- APPARENT N.V.P C. O INV. INV - X :U --� D ES-1 Ii ESMT (WIDTH NOT DEFINED) ' PR j C/O C y : 2 IN V. — > 210.5 „ Q`�' C7� 207.74 210.09 t U ; p IGN -o ZD I DB.t64, PG 366 (TYp.) 8.x 6- 2 C 0 209- - �' I 0 �ti �o ^�. O (n r I G1 24 R FHT 6-V INV . SIGN C l Ir r d 3 3 INV. -� 10 '� RD — RD � C/O C/O .� (s, ' = n W-tA o n Z z I q: - 203-53 C D C INV_ = A I �� "SS I RD Sc-209,02"D r , --, _ - > -_ TEES " 24 24 P� - _ ! I 2 20628SIX t0` o a v� p -- 2 -8-V'S a� 8-W cn.. ` , -)a ti a, a - II 'x 6. -.-' 0 l I ( �F C 2 FC- 1 FHT 6-V -- - \ 425.74 - - - - _ (TYp) =,0' 6Rl �_ __ _ - ----- - -- / PROIRr Lz= - - • £ — - npy - o C Z a _ - ` > o R4W Izv 14,444. 73'R _ �- ,�- `� I 3 p�� C;, c ; • _- I / I _ V PROPOSED -_ � - , - ' _ .. SEE RAMP 69 2$` �LIM17ED I Piles (t>'P) - -�- '• O EASEMENT �. ___ r° ALLEGHENY p Access "' -_ Relocated Po+eT - _ ._ - - `�►, _ POWER LINe �- - - LIMITED ACCESS LINE- S 10.40 26 W LIMIT OF WORK /'�� z-p S 11.12'48" W WELL HEAD 447,38' 150 73' PROVIDE NOS '^ \ ; WIDENING PLAN DOWN CUR '1 � � � �, � \ PROTECTION I PROVIDE NOSE fY/S - - - EASEMENT ' I I C' DOWN CURB RE'z T S/G p O OCq T f � T e i �O _ I + g _ OT 00 ACCORDING TO 1-81 - �1 _ I k \ _ auAoa� T WWGW r „ tt _ _ - -�� do REau NT im MS SEA BE ER DtKO O MS AR[A. CONSTRUCTION PLANS "�`�� urF oraecna, aF VDOT n I - NSPECTC7R D.A.= 1965 AC. -- _ -����l �- �- BM ELEV.662-96 CHISEL AT _ _ �-•o�� j JHE - SOUTHWEST CORNER �F SOUTH BRIDGE ABUTMENT OF _ .._ - RT 669 CROSSING US RT. 81. VDOT DOES NOT HAVE ANY LIABILITY - - - - - OR MAINTENANCE RESPONSIBILITY FOR INTERSTATE - 1 - THE ON -SITE SWM FACILITY. ROUTE f THE ELEVATIONS SHOWN ON\', v �` THIS PLAN ARE 443 FT. BELOW IL_ USGS ELEVATIONS. (ARTERIAL HWy HAS BEEN SECURED FROM VDOT. 1 VARIABLE °OtB WIDTH ) NOTE _ - ----.- _ ,-3'� Mom_ PLAT R��l�/ ABSOLUTELY NO WORK IS TO BE PERFORMED -j,.. C,�; ` BASE BID - COMPLETE BOOK 3 PG WITHIN THE INTERSTATE ROUTE 81 RIGHT- REMOVEL do REPLACEMENT T DEED BOOK 30 48 OF -WAY BEFORE A PROPER LAND USE PERMIT - - A a f DEED 6, PO 37 HAS BEEN SECURED FROM VDOT. �, o ALTERNATE NO. 1 - MILLING -..... _ G 4 7g _ � 124% .�+,�. ilt y I� NAL Harris,Smariga&Associates, Inc. Planners/Engineers/Surveyors 41 t All ,Mints `_,reel, 1 / T f i F_ F-1 GRAPHIC SCALE u,1. W l r L K County 1) 831- (301) 662-4488, Montgomery County (301) 831-4048 50 0 25 so 100 200 REVISIONS: 5/7/97 REV W.W.T.P. LOCATION 8/27/96 PER CO. COMMENTS 5/7/97 REV POND HOLDING LOCATION 1/26/97 Revised per County comments 6/18/97 REV W.W.T.P. LOCATION 1 inch m 60 ft. 3/3/97 REVISED 7/16/97 REV. PER CDOT COMMENTS _ I4/22/97 REV W.W.T.P. LOCATION ELr.LLHUX 6i6, *lli•AR CILr, UTAM 643(le - (,801) 734-64%4 4/22/97 MINERS W REVISIONS OF EXISTING PAVEMENT AND A 2" OVERLAY FROM STATION T 10+50TO THE WESTERLY BRIDGE / FLYING-J TRAVEL PLAZA CTCNJFWAI I MAri-,TFRIAI nISTRICT FRFnFR" COUNTY VIRONIA lDrawina Title � v I STORM DRAIN & UTILITY PLAN Seal iDrown ,,. Pro iect No. ,Checked CAD File No. I REC 11 Reviewed Drawing No. Dote C — 5 APRIL, 1996 Scote 1-=50' 5 0f 16 0 .0 Cl- UJ IN Q m O z w / (V Ln a r7 O m 175 PO I 215 - 210 i { 1-4 j I 205 ,-- o, I I V1 =a. N I � 0 200 - - ' 4 9 iI I INV. 195 1-2 I-1 M H -1 1, c 00 FC -1 i' ci i' o tliH-lA ^ O N O N o t a Q a II ---- -- - -- - -I-; ---- -- - r --- - 0i 2 Q ----- - U r N 1{ r w g N �I 0 4 a z Z, �Gj Oo O o� o, v 1/► O I O 12" (!N) - PROP. 12" PVP (IN) INV., -tID4.04 GRAD INV. 2Ci1.69 IV 1.0% { 15" R (IN) 208 F. 15r RCP - --+- - - - - - - --- - - - ---- ,�" � �:6 8" PVC IN INV. 201.6 9 --I ( ) .w,T60 L.F. 24" RCP 1V O 1.0�a INV. 206.63 0 INV 204. 5 12" PVC (IN) 94 LE 7-4 12� INV 20 .8 t PVC IN) INV. 206.65 C�- \� INV. '202.2 I tN{1/. 204.10 INVt t }- INY. 194.9 7I f CL tV INV. 199.87� I I I I I BOTTOM EL. 10.0 190 _ - --' ---- _ INV-`'�". 3 - - - - -- INV. 19.44 34 L.F. 36-iRCP CLIV®1.110% INV. 189.0 j 185 30 L.F. C11 II RIPRAP D$0 = 1 d". 36". 'THICK OVER FILTER FABRIC 180 -4 4 ----t - -} - ---� -- i 24 � 30LF .�EXISTGROUND- . ' I ^' I iti - I I i I I I I I I I S.D. PROFILE ES-1 TO 1-1 FC J I EW-1 EW-2 3 -n r- --- - 1 - 2oS - M TI NT M \� 3 1 z to W Q z l a 3 - cc PROP. = 200 GRADE ,Q (A 0 a 41 w (A 0 N 41 UJ � � UJ wo E)GST. al a UJ 5; GROUND ��.. 19S - 15" RCP (IN) o i INV.- 191.84-- o __ \ 160 L.F. 4-36"RCP'S CL. IV ® 0.24% ' 190- - r NV. 191.0 INV. 190.E I I 30 L.F. CL 11 RIPRAP I D50 = 14", 36", THICK OVER FILTER FABRIC 185 30 L.F,- CL 11 F8PRAR - - - - - - D50 = W. 3VO". THIC -- -- �-- - OVER FILTER FABRIC I _ CONCRETE TO III - - BE CLASS A3 � APPROVED SUBGRADE CONCRETE CHANNEL DETAIL v 200 N T.S. d: 1.4 0 CULVERT di EETS EASTNG GIRAOE UITCH CHANNEL DETAIL N. T.5 ----- Fi1_f 195 190 ISO DATUM 8�Y Ira- 00 S.D. PROFILE 1-4 TO 1-5 24" RCP (IN) INV. 190.73 BOTTOM 204.0 8"PVC CONC, LNCASEMEN> I o S S M O 00 ± O + O + O + p DATUM NZV 180.00 8"SD PROFILE (PROFILE A) GRAPHIC SCALE ES-3 ES-4 HORIZ. = 1"=50' to 50 0 25 50 100 200 a w d w 5 0 2.5 5 10 20 o > VERT_ = 1"=5' ADo DATUM ETZV __ EXIST 2-27�' RCP $E�� O 1.4 % 180.410 � . GIROUND EX. 15' CMPI O4,� •` 1 t0 BE R3EMOVED S.D. PROFILE EW-2 TO EW-1 w X - _ - INV 200.94 _ i lu \ r INV. 200.1 _-- - { O r 04 '1 C, \ �- (EX. GROUNfat) - Q I X BLOCK ENO {WITH I` ' M 1 FC- 3 1r I\\ \ r \ \ \ BRI K BULKHEAD r-BR CKK BUL HEAD --- - 1-3 w �\ 1 1 �. G t - z \ a INV. 204.0 \ INV. 1 .4 z0 -' 1-6 1N 195.1 I GRADE T o -1 z CHANNEL 1 \ \ 64 L.F. 24"RCP I �+ z a SEE DETAIL �� �1 ; \ 2.03% 210 r r 00 200 L s L R l = I j { �S i i I 190 NOTE: PIPES ARE TO BE LAID VIA �I t .- II. INV = 203.9 1 1 1 - - 6 INCHES; CLEAR BE TWEE THE OUTSIDE -- - o BADE w m N • \ 1 _, 1� , NTRACtOR WILL BE REQUIRED 1`}--- w ~ - - \��\ lI TALPROVIpE FLO ABLE F L OR COMPAC AREHITEE - - - 0 Q. \ �ONE plyST TO CHIEVE. THE RgOUIRED o INv.- 205.3 i PACT0N IN CCORDI�NCE MA TH T SP � I P.QBQI( 678, BRIGHAMI CITY, UTAH 84302 - <801) 734-6474 I 24' RCP (IN, f(� 1VF 01 1.0°� r�^ u� A 00 i1 VIw1� 1 TfiA\/r1 it1 A7A r n. v. ivi i ii incur r u r r r r i t rr r r r nr ti r r r rn, it ; •1i�i_� IR u V r� u i u re r r r � r r r r r r, i_. _ -i • _ _ � i •e,_ • r 24' RCP (OW T) �� �� �� I, y� - .J . L.) . I I \ U 1 I L- L L V V `J I `./ t_ V STONE �r --- -92. STONEWALL MAGISTERIAL DISTRICT rRLVLR K COUNTY, 'v1RGitviA wv ?m �� I IlV IF llll 11 /� v d 1 I _ _ - _ ---,INV. 20t 69 --- - - { llr wing Ti a 200 ; M _---I -----_- t90 -- - 47-L.F. 15"R Cu"c�T � Harris Smariga&Associates Inc. �' STORM DRAIN PROFILES 11 I \ 191,84 CL IV 1.49G O { I �EXISTI. 1 VA I I I A GROUND - - - - - - --+ - - - 41 Eo>t All Saints Street, Frederick, MD 21 701 Seal Dra1m DL$ Project No. Q - - -- - (301) 662-4488, Montgomery County (301) 831-4048 6552-0-FLYJ m I 19S tgp Checked CAD Fite No. w REVISIONS: REC 8/27/96 PER CO. COMMENTS j 9 N C I-, o r, I I T I c n O p n i C- -- T n i ____ S.D. POND DETAIL Reviewed Drawing No. ^ N 9/7/97 ADDED 8-SD PROFILE a i J. L) . I- I\ U I I L L IVI- I I U I- IJ LJ - I I I I L- L_ I .J I v ► U //lb/9/ KLV VLK VUV I WMMLN I, +w e APRIL, 1996 SCALE: 1"=10' M 9/16/97 REV PER VDOT COMMENTS I I._ 0 AJ Jr7VAl`I - v� 215 210 200 19! 19( DATUM BLfV lea 00 2+50 2+00 1+50 1+00 0+50 8" WATERLINE PROFILE 215 210 . s. 195 190 210 205 200 195 190 185 DATUM AWV la a 00 I I A Z 8"PVC 8„ W _ > X: Xi 00 00 N N F-- X 00 toli I 00 V1 002 o (O N I i I i i i 0+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 817 WATERLINE PROFILE 215 210 205 200 195 190 215 210 PLUG 8"W 205 ® TEE 200 ii ii 6 & 4 WATERLINE PROFILE 12.5 fif O CHAP W I'L,-L- R DAIVMBLBY l ARCHITLCT� lea 00 SS10 N A� PA BOX 678, BRIGHAM CITY, UTAH 843W - (80l) :6474 i� A I! T A r� 1 A! r !--1 r-'1 i---1 r H IN 1 1 H K Y' j L VV L K F K U r ILL FLYING— J TRAVEL PLAZA I iiQNE !AL.L fu{�!l.l_iF'?Iili 'L}I_iii�_i FKEDERICK %a�iiNi�i, v1,R�N,A 0_ I - Drawing Title Harris,Smariga&Associates,Inc. 0' UTILITY PROFILES Plonners�Engineers/Surveyors _._ __- W 41 Eest o! Aii Scints Street, Eroo.,o� KID 21701 r Sean TDrnwn GRAPHIC SCALE ,,, Project No. i (301) 652-4488, Montgomery County (301) 831-4048 VLJ HORIZ. = 1��=50a Checked6552-0—FLYJ Z so o z, so goo Zoo REVISIONS_ REC CAD File No. i N 8 27 96 PER CO. COMMENTS Reviewed Drawing No. to s o Zs s �o 4/22/97 REV SEWER LINE PROFILE a 5 7 97 REV SEWER LINE PROFILE Date —~ `` — 7 VtKI. = 1a=5b%1t3%y% KtV. W.WAY, LIX;AIIVN eoan ,006 a_ I I ScaleAS SHOWN 7 pi" 16 a W w z •� D-4a A z w DISCHARGE PIPE 12 MIL, SYNTHETIC GE❑MEMBRANE LINER (IMPERMEABLE) 6' THICK ROCK LINING 1/4' TO AGGREGATE, WELL GRADED ti" SL:h�tW l�F ON LOWER DI (LOCKABLE) 8' PVC 90' 8' PVC TEE 8' PVC 90" BEND DRAIN 8' SCREW GATE RE_ _. ON LOWER DRAIN PIPE T,D I Ir w z J 8' SCREW GATE } W/HANDWHEEL z w L=196.0 1 I I 8' PVC OUTLET OUTLET STRUCTURE SEE DETAIL, THIS SHEET NOTE: SEAMS IN LINER AND AT OUTLET STRUCTURE SHALL BE WATER TIGHT TO PREVENT LEAKAGE, FUEL HOLDING POND SECTION, NOT TO SCALE SECTION NOTE: REINFORCING STEEL TO BE #4 BAk; AT 8' ❑,C, THROUGHOUT, PLAN FUEL HOLDING POND OUTLET STRUCTURE NO SCALE NOTE, SEE SHEET C2 FOR GRADING ELEVATIONS I -IL 11'iL I.. LJL LY'1f�. 1 rP. WELD BOTTOM COLLAR TO POST, BOLT TOP COLLAR METAL COLLAR TO FIT OVER 5' DIA POST GREASE AREA BETWEEN ^` T HINGE .D TO FRAME �, I Lf[hiVLll GREASE FITTING DRILL AND TAP HOLE (TYP4 PLACES) ENT EL.=196,0 EL=194.5 BOTTOM OF HOLDING POND 5' CONCRETE FILLED STEEL POST Z POURED CONCRETE 1 7 V OFFSET GAP "T" 'LAN PE?!lIL 1'S' SCALE: 1' = 1'-0" a1 a oQ �-_w m Ch O J W � A � 0 w u� d q w w Q Q Q H �w a> w" Q�w (n U as TRASH ENCLOSURE GATE POST SCA FEEL ANGLE FRAME & ALEMITE 1610-BL HYDRAULIC DIAGONAL BRACES (GRIND GREASE FITTING WELDS AND CORNERS SMOOTH, (TYP. 4 PL) PAINT W/2 COATS RUST❑LEUM . u �I ICI 1�1 1� I I I \I 11 In' ■ 5' DIA GATE POST iSEE DETAIL) CRANE BOLTS SEE BELOW PIPE SLEEVES V NIPPLE WELDED 4• TO PLATE 1/2' STEEL PLATE COLLARS Cu 3/4' CANE BOLT /2• BOLTS W/4' HOOK TO FRAME TRASH ENCLOSURE GATE & MOUNTING DETAILS SCALE: 1/2' = 1'-0' 4 X 4 POST 2 X 4 H❑RIZ FRAME TYP. 1 X 6 WALL SIMPSON 'STI AT 2 X 4 HE VERTICAL WI BOLT WALL I W/ (6) 1/2' le, X 12' C❑ 4 X 4 POST TOP OF SLAT PAVEMENT TRASH DUMPSTER, COMPACTOR & PROPANE TANK ENCLOSURES N,T.S. ALL 1 i RE Vb 6" EXPOSED CURI 5' CONC SLAB W/ HIGH-TECH OVER 6' COMPACTED GRAVEL IBER REINFORCEMENT THRU-OUT 1/2' CAREY FELT EXPANSION JOINT W/ URETHANE SEALANT SECTIEN SCALE 1" = 1'-0' -is.Smariga&Associates Jnc. Planners/Engineers/Surveyors �at, street, uder�ck, N_ 10' (301) 662-4488, Vr>rtgomery County (301) 831-4048 IONS: 8/27/96 PER CO. COMMENTS 16'-0" STRAIGHT SQUARE STEEL o POLE 4,,'�BOLT HEAD COVER CONCRETE BASE / SEE ARCH PLANS FOUNDATION DESIGN 3' MIN LA CURB 2 4 0 I - DETAIL — CAR PARKING LIGHTING NOTE SITE LIGHTING WILL BE DIRECTIONAL IN NATURE AND SHALL NOT CREATE UNREASONABLE GLARE ONTO ADJACENT PROPERTIES. ROUND TAPERED =TEES PC_E BOLT HEAD COVER CONCRETE BASE SEE ARCH. PLANS FOUNDATION DESIGN 15' CURB 36" � DETAill -- TRvCK PARKING ' DEPRESSED C BI-/ HANDICAP RAMP DETAIL NTS P.❑,B❑X 678, BRIGHAM CITY, UTAH 84302 - (801) 734-6474 0 all FLYING—J TRAVEL PLAZA STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA o Drawing Tate SITE DETAILSIf w Seat Drawn DLS Project No. Q 6552- 0-FLYJ m Checked CAD Fite No. Z REC j r Reviewed Drawing No. i CL Date C— APRIL, 1996 0 x ScaleAS SHOWN 8 Of 16 a GR-2,7sf As cenveb lobe Clow AS art.maoM srr.n n aarena.er derwb ��6• acnaade brfrfaraa P ert one block -I mq be nor rdead a -•baA. - I(�11 - � �,{,J{TC�I�r'tr ,� tad _ • t/lege.afr hrtlinafs � - -i- ! ..lornrna e«+nsrM. I. Q �- - 1'ItdN � 6' e H ,3j Reypl �- onlryal s . Mb . arare.e . rent •an •'be Irlen n•r/le d ; a. T Iradlaa Or AI W6.6SJ eeetbn• Bail- yop -MNS w 6 e 9 , ~•. L'9oN \�J O b D• tab an Opee aentea �e}a2 "' BOeO I la' fpaterl•-'raw o . - ,� . � Nab i � cnoMMr M tee ; . w6 a BA or 3'-0"N Pont I' C.I. Bif a-,q Plot rH w6.9 Itelt wIK! IprpbH Fbb n pearl v a DlDctan b ' i /� ,' .rrt,OM1 I.r 10 I'xalitpta CMNrr Maly attended Min eMyrlr d ae•t a the 3. neiwad rim Nob .n pans P. J-dei yecawlr ILrJI to be ddid / ,"o • i Traffic Direction -S .nM Mrbar CM- of 1ti - DON W halt r focel•N �(•3 )la.aeeir Mewewf. 9at•ar•r•w - ' CONCRETE POST STEEL POST (SENT PLATE POST p 411 b011], nuts. +af nets. and s,e•I Dbch Ouis a e t0 - + •-i _ r'--'••( - �• "BOIL - ..-- y Al g 10 rat o Altarnara rpa pOan m0)' M 'rnarVbgad n One DIM Dro1Kt nlh 1M raf6K nog amt me tom• rya or pox must M awe n Dina .,nee! rwl or cw.a.ar "Cur i Npa • Fa aaah or a n aim+ •vmMt , xK! ant, here rare. etc e• sa fMN Me sot a DIM oz trained DrM: _ -r'alf1°°r 'a Cbrnerrt fw•1 � tam 10e p1ooY °'• celnMM nail � (Ono met al / T)v y,ararau me ••,Cum Dares« cdMer.nn deacwa M A R T B a TeuTr«c01 BiAlern ^knnr 2588 n,or N wDfl, hrtM d •nwrfrrlpaaDlr TC blocx (Drert Molar C~ N at I' ' O Pat ro a 9e•lM a <em« or tlecl F one oaf an« belt Ib rM eM Sto,Mrda b �nr?se (GPI) o median mr I DIM eels •ea Wtw Men weer0 ' ecwOr lobsters n ,Mfal•dl < dpvnwe OI ma Jq+Cur I'd'M 'D$10etdded •OSMr a0 D<afed on ldfl 50 or Run oaf end SMerw T Soaerrn PM 6x8 WOOD POST ROUND WOOD POST' Sne•t STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) FICATION SPECIFICATION REFERENCE POST AND BLOCKOUT DETAILS 221 236 501 05_ VIRGINIA DEPARTMENT OF TRANSPORTATION - - 505 GR-HOW t ♦ •' t Sbtrw Mw wwa Am .it W-BEAM BACK-UP rtr:ATE -`-'� �,a li•Sbfbe naMs 13rA wsnw onrbst r50of Lap m Onclbl Run orr eon only l rot aw °•non -wad Dosr Ioconons. Used rroll� To D• ad Conn SlW6a9 Orpr Spl,tY w6.6 5 Bolr' Obtaoul MlY e f Sol- 9 p« IOmr I DETAIL OF SPLICE JOINT SECTION THRU RAIL ELEMENT AND W BEAM BACK-UP PLATE ' S• � -i- NC 2. 11 rnraees /Mtn I I 1'•► L �MaC 2. II 1heo0{�Mdt. L • 1} For $d,ot Bait -full rnyrn rnreodf • Ie L • 2' Far steal Po sr Bar• I} in,n aw•oaf i D.. deaD. recess or Dorn Has - '--�•. 1' Elhprlrna sbriep. hl• L•19' F« wood BCorvHt PMI 8ai1-21'mn rfreodf ' L • 26tar Me 'woos or COKrt. Poff 2 mm fweods DETAIL OF STANDARD WASHER DETAIL o,OF BUTTON HEAD BOLT 9 RECESS NUT (For SIR- 2 B 2A,- MB- 3) To De aeN on Iasi SOoI pis off Np4 _ An lard -ore 1. be pasar«r sa 'n occardanc• wain ah SMuhcatgM •h purOrd and n,aa,ar, Dare.. arlpo.erfs draw n a R ' B A TKMKd BWlenn NWnb« 2688 +Coy x l"uted f "tt«rrorgoome -,in rM Sionoonb for yuOrdra, IGRI or maden Derive (Me) and oDero+ed D7 Ine ElrpltNr - _ Sneer !of 3 STANDARD GUARDRAIL HARDWARE SREFICATION REFERENCE VIRGINIA DEPARTMENT 221 of TRANSPORTATION 505 S01 01 ' DI-44-48-4C � w rrr.r..r aww.ewhew�eeeve! rateN el ae'Jfl af.I • Gww ,ee Nl K-t NarrM•rlrt'• Itld Wr. /a•Iw«r•1 cw.�s• .Cur wew arar I\ fNerre .low I-:-o _.t •rat Esebn Die a 1' c -< I are • 11 �, p w •rlrYa.w,.w ,• r••M .rrwr•w. ; ii' .�yf j' t M a ere a ® � - � • s'•-`1 Vr •' T .•.ere• y Tipper A '1� a rr a.. H }�: sr •r..w.r. I- Cr •y *NOSE e•e. err r•K I I E !1E7AIL5 .ewe Chet arM .-•re• '-•r+,• «.r u.•- LL--- `� • .. w... Curter or �--� e w <N«r<. » .r.w, c.• « .+,. crow ca,ra Ar rr '9 r PLAN � I ' �r Y• � er.E la •ail �!w rW «N ,nee N rrnN, w r•[n wN r NOOnrM Irv. e'14.-iJ F(L .e'-.a1 . ill avert err ro care v c,wb DIM aHr s o--- t'-rrt •'- o'----� l - v.,rw -r... to' --1 r w •hen w SECTION B- B FYI--- S'-e•.� G•-f eCt-i ,r'w.`e'�,• r,,,, ,.er c..r. ar eve <en e•r°� a - M r re..r ere _.'� DIN+rN• Mir ' 1 . - , flare.+• • . { _� i l'erMwr ,.•••(ley b N aarr•• eta• c �srrrr 1 _ .f f-r.I �•r•[ .aw».brew.. bw.,a�w.. E• -�'-- °S•o.r.w. •sear,,,,, a•y w.e z�1^ a H,c ..r• -- 'V» , l e•n r via - r oe'•er«u• ever QOJ anon. rwrr • rr 1 �rrra.wa ' FRONT ELEVATION ,wean cent w'ce«••r+Mlr'o r 1Or" - 1•rw raw! 1 afl•re• N Hrvclwe. b• 1 s l N.s'r"'rr +^ ..tea .r.. u.r•• o. y.. r+ ., ..<..r.. ,r, ,.. ° - I sr•.... y tee Ne• 1 •f«r•e W -T - - -t ,ti °. +.rra".,-'l"+r •,. r.1• '�r+'wo- w.e.,•y a.'... ., ,. .,•.,<n.. .•.,+,... 1 1 -p-•, e.�. DI-4A 01-48 a-41C ,SECTION A-4 - r- c -. L ! Ir . ---- ---------- JL 0 a: TI a. r n r.•. I ' a r cis veer er .reN w w •Hr.y..w r` r4-+i . !. • . r wtrNe . •r e,w W r ••Aire r.rl. TM •s elreebM •Mien M Ine Rwa�l�.te caeca Ica• M M aNM Con W_ ED ADJACENT TO able mee•rre• /earl eve «rr•.r el Cur er.y tee N er tee N Ine •avclw• Pion " Le,r• r IN ILI we, r a.ry •Nei M rrre.• N eve. nMeeweDIN O•ereewaw erne He 0ela0N• al•N•e. one rM octr.l amr.wt• 11. ewer .-r WITHOUT GUTTER atoll 4eNwerNd D• Ma cMrrpct« hr hrN ceeeraM•. '• fie- ' Shear I of a STANDARD CURB DROP INL�T SPECIFICATION 36'L48n PiPE MAXIMUM DEPTH (H) = 8 REFERENCE233 VIRGINIA DEoARTMENT - i 30202 104 15 TRANSPORTATION GR2A fti GR-2 - (3'-I11" Post Spacing) (6'-3" Post Spacing) ' Guowal locaram mown on pions are apprasirlrale array and can ere adjusted ' during construction 11 one as directed by the Engineer - For details of Post: and 8kxllouls see sheet no. 50105 For delab of Rail Element, Rail Splice ,;oinl, W Beam 8bc11-upploe,and associated nardWoe see sneer nos SOI Oland 50102 The Moxmum Dynamic Defleaatn for Std.GA-2 is 4 heaf,-fai GR-2A deflection is less than 4 feet since no test data is atonable Rail Elements are furnished shop curved for radii be'tweeer•5 Ft and 150 Fi SM•1 1 of 2 SPEC( (CATION REFERENCE I STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT 505 ! TRANSPORTATION - 50I 04 NOTE -Nrirwl dais 3' Loftin Orec Hon al - t011c• 23-t' Btee Pat edt IRep nMy for `o GR-7 '• Spin bar tlbl 29r32".t}.. 7}„ ,-q}" i lei,. ♦i" . ., 4l ., 4 . 4. a« s - • item one mr Dory nwr•a m j 1'blf• in notary cowv[ror fora 0r 29✓32". 1}" Sbu 1 GP-7 ' boa ear 1b•I Dar are �"a 2=' Sbl ;Oprbrla) - W BEAM TERMINAL CONNECTOR W BEAM END SECTIONTLARED) 0 The quordro, ar. m•dlu+ Dan.r o,noortraw deoicteA in A R T lie - TKhr• LI Bin Mtin Nwnar 2688 ntaf a wosntu.d 'i lN•T}iatyeOW 3 � a .,« dv p`,tondos I.quprdrWl IGRI er fMWOn Darfa•r INBI DIM ,{ opo•d EJt •DY Irt• Orneer 0r2 L Started hors 29232'a L}' bolt `-Spilt• slat • StarWard mamern of 12}", 24',rta 30'ar• rN9•md' 29r32'r I{' W BEAM END SECTION(BUFFER) W BEAM END SECTION (ROUNDED) Sneer 201 3 SPECIFICATION STANDARD GUARDRAIL HARDWARE REFERENCE W BEAM GUARDRAIL HARDWARE 221 50:VIRGINIA DEPARTMENT OF TRANSPORTATION 15�, 12 a D, - 34 - 38 - 3C • A. e- s•.nm c;o-rr••woero. i2-ec ro D• aorta ,n on o.•N oeroc •ni aaNwM •rile r w NM bRarrnnp rontr•ir fo r•wM Nnl•rnl M M t• T eater N Die• 70 N eadfrwerr+ 4• here r• �Gr+•n, E.or,sua .low _ C0"r0•�' ..eeN to •.M Col. °az _ s i or'ewi n.r_ •r «lea r,•M• a C... ' I I , i an • � I-t her St. _ •' T TIN A e rr ; a I 1 L._L� ••n„ ' y-�r�l r}��. ..y}�.y}y..;{y yyyyyy yy�y.,{y yyyyyy�a -L e-�.-�•- -- �1 + 111 .L1_! yly� 1!' rg3E OETs i-i.� •:•-t-ir `�� 11 It `err �aN . •r •I V• -' I •rr•.s Orr (..0 cawa 4rM'L [•ac+ c.+ �, I er • •w•• C'"fi she I'--^- rt�_ e.r . I Ilo-� • . tweN �• . Cum ewe,. cra. •.r.r ,. ,. N rr.,aN � , � •'Curt PLAN F•a'-� 7� •" e fy. ♦. _ e-Nis ' '. low TM roe •'e1 N Nr•Yrr, n .•.cis rot M NoeM,r• tune• -q Ap - -.---, sepia tall ro we r airs DIM y+rr i T" .` eve E 6- A SECTION 6-10 ' 1 Ira• CNN ern, DIN D�t, � r •, el.r..• d TIN • NN .nN sir N NM Ir 1 ••r •r w Ca ] a [G-r fl•.ere. _ _ _ --l• pe,nrl•. ,� _J FRONT ELEVATION- Tern• It Mr a•rr' Cur N rw e.a e.. r N•. «.i. leer •NN••i Cp-2 • C4-6 f•r,•ra. a• sew 1 I..a.or• Berl. A n •- !.•n ..« 1 n, d ......•. rr•rr•, .,Die Il t I a •+e mr d/d' IrNre n,prr• r,wCur por•rn w a « M •n.r• •+ hew ..re i2 t MH.,r •nail a •na,•e •ih caw . •rlr ether• nn,.r s�«.ewa« ,. r« N cemn,„ w.•.«w .n.b.� a ovr,c o«hew n •r •n.r<,v, TM c,M ar•'er•n r frr,w..•a err e. .r o . co-ea.c• .,n rM Nrwn .M.n Cum C°a"O' '^'•" +M°••p •M. N .•, w.c " me n,.r ad r,. n. Nucrv. •,• 0.0) rn... n.r.... r..•. N "« ]rrvrd Dre.•q D,-re ewe I.Nyh T e•L---C.� •• W a�-' ' fr ••e•,yrl• •M e�,rdre M rer•e. •N wN the t • � « �•! Of-3a DI-3{ TDI-3C SECTION A -A c -7 .. t• � • eve r N wesN ern rr N N .•ryrsf r ,..� I - ww`s-1 n. r r I.rrrE Ne arMe N ...r m�•H'e•Mlwbn ^np.n o �M �ay"ei N. wwlfw M ey dent MIN r"N. • . r MrrN/ r b •rN W N r e. r M•NiN DCi4x WHEN UfCD ,•'• Hal _N p,•• a er 1•e er rM •nr:rH• vbn Lrgn r eN 111 ru, w e.rs ar, N •aw N aur. ADJACENT TO cable O,Mw••rn• are p•arm«nDr err b •r•mrM arMN• eon 1M Dctnl a,inemrl WITHOUT QUITTER •rw' b dew Mrnee en rM cenlrec for them Ir•10 C«wnon• e"" l,•H ,• w• a-C r•!, •N, N war n r r •••••• 1• e-e Ta..M..,rw.Nrw.r „veer-. Sheaf I of 2 STANDARD CURB DROP INLET SPECIFICATION 12'-30" PIPE MAXIMUM DEPTH (H)=8 REFERENCE VIRGINIA 233 DID€PARTMENT I IOA 09 TRANSPORTATION 302 - DI - 4A, 4131- 4C Shed 2 of 2 DI- 3A- 36- 3C TABLE OF QUANTITIES TABLE OF QUANTITIES L AREA OF CON- REINFORCING STEEL L AREA OF- Cam- - REINFORCING STEEL TYPE SLOTCRETE TYPE SLOT CRETE BARS A BARS 8 I BARS C BARS 0 BARS E BARS F BARS G BARS H WEIGHT BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. Sit Ft Cur Lis Ft • Nlo Lis FT.• N0. LArT. Ft a Na Lin Ft. •Nis Lin Ft. No Lin Ft • No. Lin FN No. Lin. Ft • LDS- Ft. S4 Ft Cur Ydal Nis N Ln. FL' No. i Lin. Ft.' No. Lin. Ft.' N0. Ln. Ft.' N No Lin. Ft, • No. FT.' DI-4A 4' 1.83 4.63 5 it- a- I -I -. 61 T-6' 21 d-e' - - II I'-0' 4 2'-8' IOa DI-3A 2'-6' 1.15 2.26 - - - I 5-T' 3 3r-2" Lon. No Lin. Ft.' Lb_ V 2.75 -5.07 5 6-Be j 3 i6• 8 I_T-6' 2 14'-if 4' 2-0' 3' I'-li 9 I'-O' 4 12'-8' 162 4' 6' 1.83' 2.75 2.59 3.02 5. 5 I'-6' 3-fi 2 fi !6=T1o5 5-7be 3 3 S'-T S'-T' 3 3 3'-2' 3'-2' 4 4 .-� - I'-6' - 3 3 I'-6' I'-6' 6 4 I'-o' I' -_0' 22 8' 3.67 5.51 5 8'-Be ! 7 16- 8 7` I -6' 2 a' -Be le d-d 3 1 I'-6' 9 I'-0' 4 1 2'-8' 209 10' 4-58 5.96 5 Id-8' .I 116-Tb6- 8 7'-6' 2 14'-B' 4 5- 3 I'- 6' 9 .I'-O' Cie , 4 2'-8' 256 2S6 DI-38 B' I ' 12' 14' 16' 3.67 3,67 5.50 6.42 T.33 3.46 3.90 4.34 4.78 5.22 S S S 5 5 S'-6' 7--6' 9-- 13'-6' 10 14 26 7b6- 71p�D•I 3 3 5'-T S'-T 3 3 3-2• 3'-2' 4 . 4 S'-6' I�-6' 3 3 I'-6' I'-6e :4 4 I'-0' I'-O'_ 1 58 3_43_ DI-48 l2' S.30 6.ap S 12'- a' 11S 7"to 8 T'-6' 2 4'-8' 4 8-0' 3 1 I'-6• 9 I, 4 2'-8' 14' 6.42 6.85 3 1- 8, :19 m6w 8 -6' 2 4'-8' 4 10'-0' 3 ('-6' 9 I I'-0' 4 2'-8' 349 1 6' 7.33 3 7.30 5 It- Be It-B' 123 8 T-6' 2 4'-8' 4 12'-0 3 f'-6' 9 1 I'-O' 4 12'-8' 396 .18' it.23 7.74 j 3 18'-8' 27 -17 8 7-6' 2 d-8' ; 4 ; Id-O' 3 I'-6' 9 1'-0' 4 ' 2'-e' a43 20 9. 8.19 1 5 31 8 Y-6' 2 i it- 8- 4 I I6'-0" 3 I'-6' 9 I'-O" a 2' -8" 489 8' 3-67 S.4s S W- a- 6 10 T-6' 2 4'-8' 8 2'-Ci 6 I'-6' 18 20' 8.25 9.IT- 5.68 6.09� S S 15_6' I -6' 30 341L+•rto6No' 71o6-IU 3 3 5'-7' 5--7- 3 3 3'-2" 3'-2' 4 4 IS'-6' IT-6- 3 3 I'-6- I' -6' 4 4 I'-0' I'-O' 391 438 t0 4.58 5.92 S' b'-8" I10 10 T'-6' 2 I-d-B' j 8 3' -0' 6 1'-6' T I'-0' 4 2' -8' 267 12' 5.50, 6.3T 5 12'-8' 14 71a6 10 7`-6' 2 :d-8' 8 4'-O' 6 I'-6' 7 I'-O' 4 2'-8' 314 6' B' 2.75 3.67 3.01 3.45 10 1 10 1'-9' 2'-9' 4 Kalo�lDr 8 16T1o640' 5 S _S'-7' 5--7- 3 3 S- 2' 3'-2' 8 8 1'-9' 2'-9' 6 6 I'-6- I'- 6- -2 2 1'-0' 1'-0' I I I 158 DI-4C 14 6-42 6.81 3 Id-8' IS -71aG 10 7'-6 2 :d-8' 6 5'-O' 6 I'-6' 7 I'-O" 4 2'-8' 360 I6' 7.33 726 5 It -Be 22 0-0' 10' r-ee 2 -d-Be 8 6'-O' 6 I'- 6' 7 I'-O' 4 2' -A- a0T 10' 4.56 3.89 10 1 V-9' 12 fi7io 5 .6-7- 3 3'-2' a 5-9- 6 I'- 6- 2 I'-O' 205 18' 8.25 7701 5 18'-8. 126 •T1o0-010 Y-6' 2 4-8' I8 T-O' 65, 1'- i' 7 1'-0' 1.4 1 2'-8' 4S4 DI-3C 12 14' 16' 5.50 6.42 7, 7, 33 .33 4.33 4.77 5.21 I 10 JO IO 4-9' 6 ' 6'-9' 16 7105 206-71o6-+7 24 -7106 S 5 `5'-T" 3 3'-2' 8 p 9.1T,B.IS S 20- 30 71a 10 1 .Y- 2 .C-Be 8 8'-0' 6 I'-6' 71 I'-0' 4 2'-8' S01 - - • 1' 5.2 10 7'-9' 28 67b6 q' • berates Ign9M of orr (1) bar, r 20' 9.17 6.09 10 Niles: All raRlfOrCenq Dan to be iVV. - - _ !Denotes length of one t1)bar - All COSJ All! Cost i Ck Cc n DbC! CDf10� � be 'C7� !1i For OCcepfObe Ottern0tt StE P7ecosi $IOnOorO Designs. D* Notes All reinforcing Days b De No.(D. - ' _ puantefip �6 tter depM d without popes. The OmODes displOced by apes must AN cash 'n place concrete boa Class A3. For acceptable alternate see Precast Sloroard D•spns be declixted t0 Ob1sk VW gyadifol For concrete for each *W N t�7fee'Mlee as depth nlets of different depths Odd or subtract 0 49 CO. yds. of Commit guunhtles shown une fordepth 1H)of 5-2'wnhout pipes. The amount displaced A Does must be deducted t0 ,]Drdm true guOnh nfi For iraets of different depths Dad or subtract 032 cur L&Vh of Angle ton as shown On Sheet I is to be L • It 0. 4.1 0 tbs. per ft yes of concrete for each toot of difference 'n depin LengRl of Dirge Iron as srlaan an Sheet I n to be L' 16"e 4.10 Mtn per fi. Sheet 2 of 2 SPEC AT14N REF STANDARD CURB- DROP INLET 36r'-48' PIPE MAXIMUM DEPTH (H) = 8' SPECIFICATION REFERENCE .STANDH!\L/ 12 -30 PIPE CURB DROP INt,ET MAXIMUM DEPTH (H) =8 30e 2 VIRGINIA DEPARTMENT at_ 302 _ VIRGINIA DEPARTMENT TRANSPORTATION - - tale 16 - TRANSPORTATION 104. 10 Sheet I of 2 - Hudwes to be baaal•d In as w except E W - 6 S - •same a Cornkt-Alb M~ n werlpwau occur. \\ 800d ads. 'a rOQUiMd on the hoe0<vee at the In no case snail lop of endueN project lift and of the Culvert (where the now -we above fill slope, ditch Slope.M shoulder. den alliswt ). cwvan may be All coal lot a plooe t3]rltre•a to he Lie A3. For Sae 9M0 IOLIS. a tsr sslasre '•d0e w baring a \ v v\ c l : Outonfites given ore for Orr Endwall. ,� -- ---f. r---\---r_ 411 denenSrdne not given In lld'{e ore soot as those for Singe Errdeadlo sir some Sao Pipe On shallow fills, where enAl.db are I' or L-65 below shoulder line, Isles top of Ine endwall shall be constructed porollel to \ 1M grade of the rood. item may M precast v mu in place. 14' ChYntN sr4U be ' provldea on all °aWeW- Shape w be beveled ' I-S30 - b /Curt r.�r - 1 Rya G G For IDetrle of BevN - - • ( sea Sunoard EW-2.2A _ _ Shoe[ 101.03 " - _ -_he 15 ' This Sid to ere used with skews L5• to 37. 30'. i •- 1.23' �, f«,t aumN« opt Devil• eaten . - a br 1'l loot oumeter - FOR CONCRETE PIPE - FOR CORRUGATES METAL PIPE gAeETER ' Callnete lrla'eae pAAiTFR CAnvf• ivwle - N Cm Far Eachialso w One ( Fir Earn - . 0 D S 530 L� s � b D G S Sep L]o 0•rOb Ie,dArtrorwl • - b OF PPE EDoubleM.aI OF PIPE TFvrEnaea_ Pap♦ 12' 2' -0' I'-t0' ! 2'- 1 'j 6'-1 0.336 1, 0. �01 j a-r a-t 1l4• 12' 2'-0' I'- 7* I'-l0' 5'-10" 0.354 0.100 a-T' Or' -1 114• IS' 2•-6' 2'- 3' 2'= 7 'I T-7 'j o.68e 0.20 a- a-11/4' IS' 2'-6' lt 2-3 7'-3 •' 0.714 0.201 a-T t-' 16' 3-0' 2- 6' 3'- I' 9- 0.962 0.283 -2 t/T ' a 2- 8'- •' 1.005 0.278 O'4y/T aa--t1y1/r er 2a ' -0' 3•-6' 4,-0 ' .794 O.S12 3'-6 ' V- 1 u'- I .gg2 0 SIO 510 0'-T a-Y 1 2Tar i0' S'-0' 4'- 4' S'-O' e5'--0' 2.769 0.765 ate• a z t/r 2Y a Sill 5'-0' I 3'- 10' 'I .862 O 14'-S '! a<' 0'-2 t/T� er36' 6'- O' S'- 2' 51-I11' 17•-1 Ii' 3.B9S I .046 a-1 t/T _ a-3• 36' j 6'-O' I- 7' S'-] ' IT-3J' •. 153 1 075 p•-q t y.3• SPECIFICATION -REFERENCE STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS 12H- 36H PIPE - 300 SKE''N 05 04 302 VIRGINIA DEPARTMENT - TRANSP"ORTATION I tot 13 DETAIL I DETAIL 2 DETAIL 31 ttt® ►�1••� ! �11•0 30 .I•ii--�1M• 1�`����n ram. •'e. �•4v�r�i�4 i11�1�1 { tar-•. DEPTH a�r� .IsetiV �; � s�� •i1 1e+%gt ��i , •*tea, ;, � "ice ��1�(sr•ed' • ` • A -A 9. DEPTH • i s sire• i � s_ • ems• `tww�'�� � >! • ft Rap _ j sPECIFICAnaN STONE FOR EROSION CONTROL VIRGINIA DE MRTMENT TRANSPORTATION Sheet 2 of 5 F nlsned Dlmertslon I-9}• - -�{ 1 N-1_ Marline 1 Marline Nda. Sw Sr e. sL-F b geeDa•sly At ebfMY •be•. No.: That too a Ma.., . fe be rn SECTION A -A _ Dr D! - SECTION A -A SECTION B-8 -o - t& .lw ilex a t0.6e I • mil .� ■Y 6alrllr +O hM .lnl2'.It pbecltddga IDL/n a Me M &n•1 sl& 671a•/ DITCH PLAN MEDIAN PLAN [loth 1/4'm•M a poNMeN seNl wa, mnfMw (aSTM.TM,A6130) LK`�_ , Grda 6 't Bars -•e Ae.003 ern.f•ner a.nre•n 11ad•rdr.aprh 1reY p y,�1y ban mt ,11CIIerW frrtry bwtspt of flrticM = rf(�L_ '�}.i'Sw • r srcoav e«ttr..r. fo a.v Car'ectw N Z •'aq« anot j� ' _ sI.N SM ST, _ � s!+ r3 _ 4, DETAIL A taw axrurt•rorn `°T a w• e)a'dNtn apdam M a _ -le re 5B,R 'R e9e6 .Wm er, I r GRATE COLLAR �- I= (GALVANIZED)- (GALVANIZED( DITCH LINE SECTION Ilt•wt of thaetwe b be ah ped n cenw Molar ro Pe••ltr stmwirp or powety N hoer 'hen MEDIAN DITCH SECTION 7 a� a � i/ 'D A �Ai. COVER DIMENSIONS (MATE 9AR SPACING CHAR CHARTPE y/, Cut Ws w• D Ot g ZGf1ATE TYPE A B 42 S4 2-• Q-0 I-44 6" 4" }" It" 2'-2"I AS ' ' ' 1 '. &e3,.B2 2/-9" 2'-9' I-6 I� e" /}NA "1 I{" 2'4" ID I' -3 1- B♦ Y-3}"�Llo� z=z}' n4n to* 6}l,. 3„ Ig. Z d. , <. CICC32 -�1.. Ii-1F-tsi. I�3�., 9y. e.. ?.-s�. Z 1 ro. ie'. E 2-74 I'_2} 2=5} ill r} t i'_6" I=E,` I lh 1•' drttwfot ern a •r S.dteoa ad epealrA m nr doh «u N ,..atrep hen N erwr a ah ou,fwl Mtewor p1N b n aMd rh smt+v Plda 1r'deni eats m reavot trot b an-i t Proo•a. DIM Ine Still troll be d l.d by Ine Q•'.trRbr ham riled tmdno. • we.a paved vir�'.a v. .••nee ppmmN an 'DIN do•+•f•d C,vtror aq NcaNnoQ•. darat.aKs.aconver•teadi Fo Aaron tw sl'd a-7 - rme4,d',ntop/nrad0mpo'2'e-c ao All curndoc•co.Knte bN Close A3. prawn NttleMMr InI,rr of do -en a t.4•mrcn may be PovWed Steve InocTOdRO'nth SI'd. ST-1 an bada4ded titre drrwarn "We, 4'-b' W peen Sea Standard T DI-3,4 CHrNw oN,p, $PE STANDARD DITCH DROP INLET REFERENCE EAT(°" VIRGINIA DEPARTMENT 241 104 21 TRANSPORTATION _ 503 a ie 1. ♦ ,' _ ♦ _ _ _ _ The bottom of 1M curb and - _ _ _ g.. may be Constructed parallel to the slope of sub- _ surface courses provided a - minimum depth of 7' 1s This ant my be Coverer Covr montained. of the option of the Contractor This curb is to be used when design speed 4 40 MPH or less . _ on Rural rugntways and 45 MPH a. Mole: Comb, cub 8 gutter having a rodie _ less in developed urban 8 suburban - - at 300'or ass (dorg face of Cub) rratl areas. - be paid for as radial consbRation curb 5 gunw. This hem may be precast or cast in place. Cancrate to be (Doss A3 A cost 1n place, 4000 PSI if pacast. _ SPECIFICATION REF COMBINATION 6° CURB VIRGINIA DEPARTMENT SI GUTTER 05 S02 d TRANSPORTATION 20103 Sneer I of 5 HALF PLAN VIEW ellr�fwM rr ro o•rrf oN eeFsr- y --- S!• r•Mrl E.M. a °�11 I •lent M eve« eve trap. b pees H B -_ .. 1 _ - W. Mir dfwlM I A the Enka« - -_- I I -- d AN eawpen to M Clwe A3. • b � b P101 tee hop a Oefeled M Std T- c � M 7ir ti' rN-2 mar a flrnfNu.d b taperae 22 € secnor, tarn apvrww a rb Erapmr 81 u ; -a 'y' St' dST-1 f A _ _ Lam. Mali 5ptl,•d T D•de d. ruwf w am•a H occoreertu .art sbrue 1 Pam :s-1 e b , I I I HALF SECTION A -A r Iwr1H rp,ae( Dina cOKlr eEMrM01 of m -= BRICK CONCRETE TABLE OF QUANTITIES e • OuMnr.• .nets are far n1wl1W �� Q _ I wlnou/ aDN TM sawrrr dr•eeen �- - 1 =- - --- DEPrTN 13TIICX MANFIOLE � RETE DE vp•. Mv.r be *ad-,- H, .6- re., rev puMrrH•. {R1cit I COWMTE CONCRETE A it rnK•na•• of 9' ra read ► 4 THOUSANDS cur. YOS. CU. Yos n canwrrp coM,H• auonHrus O.S 0. 7113 1.137 � { 0.9 0.71115 1 of 'a be Wd•d for 0 0.7 S 2. 223 eecn eee+•oml 'ml of enro '�- { 1 2 0.765 2.405 parne/sr t'-9' + (2 X Wall Theene tets) I'�L 9 t ♦ 0.7{7 717 Morw.d. mN N aKe, vruele r'- 10 1 { 0.75 3.009 r ropwed carKrew mpwby .aioct SECTION B-B Il 12 1, D.9,D 3.55 n tbcN an uwe fM 's..r«w 2.2 0.970 _ 3.1117 - 13 2.! 0.970 ♦, 179 ••aeM•• of NrM '• b N S :)fire. BRICK CONCRETE 1 ♦ , 3 2.{ .970 / 311 rRK•l1Nwa Die re c•Mam re roll ,r'•1e,a•, rhowr ,« toncr•re r'-�5 L. 1 .97 . so GR 3.4 0.9T0 5.265 CONCRETE BLOCK l 7 ♦ 0 1I?3 6.o32 1WAtEliglem 0.45 0 5e2 MANHOLE FOR 12 - 48 RE PIPE CULVERTS $ c'FIO" REFERENCE VIRGINIA DEPARTMENT 302 Of a06 01 TRANSPORTATION Nall GAL'Al STEEL STEP I ,, K, 1 \f 4 •r 'rt 2' NAM. 1 AIltr,rn Stw, sloe Sher be fahtara « aKerderK Mole"., Gods 60. renlor city rho Me Med nrW<«rosron resistant ruopar a sift« «,dop6.oveo Dr iM E'rpneer Carlo•a fi•asMee IAoIM,d P-Ift.lp Ind ,n TYPICAL SECTION •'p IOfinet•oe mq lay Mh +y ns•lbcaws aa•rgr, ' • a 1 al/• _ a•(I►!� r rn AyTM 9221, Albr 6005-TS NOTES� ` �'+•f�l , I 7 77pr portion of rtr sap troves h Sfaa „'e Ds reallad in at arrucroN .nh a dwM d the hr�,di, "we .4 � 7♦artr ,•saN ofherwbe In,, an Ine peals, �. Isnrrrp, falrMr tyw. aOeaD• ben A. N SIeDf ,hall potrude •'/p' from ester rota er firut lure - ��. I Mrae'n agmtiea arer9 oaelenere •o•. , I ° Fea'p' So•°fe,gate TC-C-004M a Minimum step spocinq to be 16' c 30. A I' �.._ I rR a S" sobs snarl wMetsato a mn.slnt boa d 30o poulN ran a 1 v elite d. hp d the t Of 3 l TYPICAL SECTION - � - . (13n.redw mar svr.bllwwlsswws Steps m b M n defter)r rrkary nfpye om u•bermN ,paced b M • Ine. M ]' eeleeeRwet . rrra d•pnt ere DIM' ,n,rtws. ` T fr peed ear atea rrwy M river n Plo<•. mar rna MNo min provided of +M fmrnobe. or dnaen. if era m c'pr tirrarfq n rlrrnaae, ratvyer mdeerrb nprra ova 1 Shan died beused devIded dtey m•! the nrrrvn waertreef 9r,rn ftrem aid rite Cmrrecb rat hmslaed ,h Ertpf•« .Iflt aeliels are rsnfrte rw recab of N. Ptpastd v!s•rur Oro bs rens..a w,rtn apao•ol tram sr Ergs« b R. ,N DI ace era t° N steps Malted shall be Pro,,d" «tn srp-rnB,stonl Div roes such w Du1 Mt MrrtilW lo, cerrugaled, nrvwd. or emcee aw roc.e. ALUMe'AAI STEP - - STANDARD STEP lErtetycE VIRGINIA DEPARTMENT DF TRANSPORTATION Mqf( REFERENCE I.C. 1 302 1 I Nair The letters v D.Ol ore olNioriai,d used the sellers an to be cast in the dep ar".0. m top of corer I' +aa and roleed ;' ❑ ❑ ❑ nrgn as shown. ❑ ❑ ❑ ❑ O Ltherxg pplgrol ❑ -11❑ •1 ❑ ❑ ❑ APPROXIMATE WEIGHT TOP CAST IRON FRAME 239x12 LB$ - COVER 137 i 7 LBS. z -u 5-- r{ SECTION B-B BOTTOM STANDARD MANHOLE FRAME AND COVER VIRGINIA DEPARTMENT TRANSPORTATION - END -SECTION 12'-60' PIPE m our1N .Id-sacnoM •on .Nr axe-wctw� - PLAN � A � Ir- D E --J SECTION X-X END VIEW ENO -SECTION DIMENSIONS SIONS IXAM, A B C I D E 12" 4' z-o' r-(T I -d 2f-0- is' 6' 7-3' r-9' 4-0' T-6' is" 9' 7-3' 1'-T 4-0' 3-d 24ii S_ 7, T 3Cf I'-d 4'-6• I'- 6'-I 5'-0" 36' 1'-3" 5-3' 7-10 " 8'-1 ' go, I--9" 5-0" 42" 1 2'-2' 8'-2" Y-0' Sa" . 2'- 3 5 2' Bit"8' 2 i' T' 6" 60- -II SPECIFICATION REFERENCE 302 'a a fuu t ! • • �d • � M 11❑i�I1E]iF��i�fl�ill�'fi1 • •>�RlS.ii�r3��f1�'Sri t'i•]i�iFi�•1�da5��i�i -0 -3 - I 8-0 I• '. NOTE. Pipe rngrM Ub-n on pvM u, mane a En65.nbn r'9^ •Mtn pis ar MI N !M uanrrdctor IrCra - �Cierw3 _ - - ro vw the onwmw daepn srwrn on � fh rlpd, reglN N h rwuc•d ay d. Nf fetwKe n Ovftarrfran b". SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT Or - TRANSPORTATION _ ALTERNA T E CONNECTION ES-? Connector Section For $DOn -�- All Sizes . I 12• � -- -�---/;� � Sias Lvv 1 GaivOni2eC Metal � Notes. Toe plate Ili. be punCheC to match hOlts in slot' 11p. 3/8' goly DOiTS to be furnished. Length of toe Plate is W + 10' with g Rise of 13' to 29' mu and W+16' min, with Rise or 33"to 47' ncl, `-' Reinforced " Skirt Section with Rise of 13' to 24" ,notto be mode in one piece o rd Edge Skirt Section with Rise of 29'to 38' ,nc1. may be mode from two ` sheets pined; by riveting or bolting on center line. Skirt Section with Rise of 43' To 4"ncl may be made from three TJ sheets pitted by riveting or boiling of eauol dlstonces from center line. LW Connector Section, Corner Plate and Toe Plate to be some sneer 2ADDroxthickness as Skirt and same type o' metena! as Culver.. 0°. PLAN $td. Coupling Bond ' Where Flared End -Sections ore j ' 1 ' 1 I i 1 i 1 1 ApDrox.2%2:1 Slope t0 De uses with asphalt i ' crated ant paved metal mot, I end sections do no; need � to be coated or paver • tndlcales pipe arches for wnrcn r tllmensions for ertner corrugation I I I i , , may be used within fill nmgM limltetions TYPICAL CROSS-SECTION � - 1 ' L--r- PIPE-ARC-i DIMENSIONS \ � \� 3'itCitric! 5'xl'Corr 2:: T Corr DIMENSION c ; RISE ISPAN RISEE'STNGn RISC 1�N- .w � ) ' 1 - 1 ,064 .06G 4y 9- 6' 19- 30• 1. 2:" It' 064' .060 Sz•� IC' E' 23' 36' ' Plate j - - j4_ le 060 64Y .064 .7 , I,,' E' 28• ? ' la' E' 317' 448 _ Lr2• I - - - 26' 20 064-, .0607* ' I � 35" 24' 064, 07; 8"" 16' 6' 6C 43' 3'' 079• 42, 29 06<" JO`. IG: O 75 /i a6 36" 079• 49• 33• 109' 10 12; 209ae_J c .079' 57' 36' ,09" 105 14,122, 10i" 63 %"', i Holes on I,' Centers -Mot 4• Tot • 6C � DIE' .079' 6 43' 109' 10' ' IS 2 ' Paine ELEVATION 6E'. s'' 079' 7' 47' ue' t3s n¢"12a" SREFERENCEO" FLARED END -SECTION FOR METAL PIPE -ARCHES 302 1311-47'I RISE VIRGINIA DEPARTMENT OF TRANSPORTATION I E SER� SEEC C C 1 P.O-BOX 678, BR[GHAM CITY, UTAH 84302 - (801) 734-6474 FLYING- J TRAVEL PLAZA �5 -- _---- __ - -- I STONEWALL MAG1STEf`iAL DiST;:bCT ►REDERitCk, OW iNT--Y YiRGINI A. I R i'ir'awing Titie -Iarris,Smariga&Associates,Inc. VDOT DETAILS a Planners/Engineers/Surveyors _ z 41 East All Saints Street, Frederick, MD 21701 Seat Drawn OLS Project No. (301) 662-4488, Montgomery County (301) 831-4048 6552-0-FLYJ a EvISIONS: Checked CAD File No. REC i 191L11s(` Y'e� Ca. Co�.nt:.vT s Reviewed Drawing No. i`t) to a Date / APR( L, 1996 C-9 p Scale S SHOWN 9 Of t6 a CG-7 CG-2 4f� �12�� _ Tape/ curt re/gfr down o 1 to 0 or rills pare or - Pay Une CO-12 _ - coNlrxre of fulr reiplr i J:� I permissoae wrare apPrlcowis. Consfrucfim Jdrt - .o•o• o•o. o•o• 5 + �DOrS a lZ Cc' �. o•o• o•o•o•o•o - - --j - - - - Minimum Concrete Cover ! %2' Pay U- CG 12 d - 1 pay Line CG-12 vof.wlatn Sldewolt o 0 0. 1 0 / t ! or Sloewolr Space o• • o 0 Perm/ssoWe Var.w/Ojn 'o = bow• S/oeworr o- y.o: ®vote t yin Construction Joint Po,• Lire CG-12 S/pe„o/r Spy?off TYPICAL J,TERNATE RADIAL PUN at FOR USE AT APPLICARI-E STREET •5 . B Dars r /Z n CONNECT ICONS AND COMMERCIAL • For Cprrvnercioi Crvronce 1 hedry rfuct Traffic Arrlclpofaa RADW PLAN Mlriimum Concrete Cover 1%' ENTRANCES. see Standard CG 13 sre>er 20i10 t_ J°t • _ J'� -Permissaue • � 6 q7 Construction Joint _ J D. -�+•--1-6' - - - - - 9° T Fc,- e , _ BVor. tarn 00• Sldewalt or c• R C O G. G• ccc ccc•cc•o ' c• c• o• o $Idew Ilk 0 o c a co Space iS o e• � o o c o o c�•c, 00 00 co Slope 12r/ Ma+ioum I A TANGENT PLAN E o ISOMETRIC VIEW ® 7' wfere Srd.CG 3 CG-7 Is used. NOTES , 7.-4• Is Ire malmum Curb romp floor to De Class A-3 Concrete (Cross A-4 /f plecos?) w! In 5111rreslSlorr Irlegral oerec/ode worrang surface covering Ire entire w/eln d fre romp floor !ramp floor moj be Sloe.olt Area lwitn or wlttxJt buffer sir/pJ requlteaeni IC o 12:1slope .precast Cr Cost In Pace). Tie detocloble warning stall be provided by on exposed aggregate �6 ocNeve finis!, Romp seal/ nor exceed o moximom slope a(12:1. Srd.CG-2 r . or CG-6 = — - Per - Fioree sides of curb romp to De poured mo'nlllNto/ry with romp Isar or Di using pu- B 3J% ysL MSsaDk COnSlruCllOn lent wlln.repulr sa pars. - If romp floor Is precasr, roles -loos/ be prOvloa^ for dowel bars se fro' adjoining flared sides Con be cost In place after pacemeN d prOCCSr romp fiar.Precosl concrete sron - - De crass A-4. SECTION A -A TNs Item may De Required pots ore to be No.5 x Z placed I' cenler to center along ban slaw d fife ramp pr ecost or cost In Dioce. flop'. mid-aeprn or romp floor. Minimum concrete cover I Curt romps will be meosured one pole far d• Ire controcr unit prices for tryaroullc Cement .. 15 x B' Bors ee 1Z c-c Concrete S/oewalt one Exposed oggfegole siaea,•dit. conpele-Irrploce. Slope 12d Mo[imum Perm/ssoae Construction - Joint - Curb/Curb and gutrCr slope It0r15I1Ipl5 adjacent to curb romps ore lnclu0ed In pgme(Y to, curb/curb and, goner. ' • o • o • o • o-. o • a wren used In con)Lncllon wilt) Slandord CC 3 or CG 7. Ire curt) race on Ws Standard Is to De adjusted to Mich Ire moun1°We curb Card/purallOrl SECTION B_f� U C£ Access lee route Is defined os o malruou "LICI llrm reslstoN Curt Romps ore to be located os srnwn m Ire dons or os directed Dip rtr EnigIeer, 4 Trey ore to De Provided cif lnlersK'hons wre/ever on occessaDle Iwle lei w11Nn ire rlgN�- _ ono cb.stoD/e, and srlp potn co'Irw cling all accessible elements d o way d o Np/i.•q loclllry crosses a curb r7oraless of w/eller s/aewdlr Is ex/sting, srL7wn o•o�•oe Umlts d £+posed oggtrpde sidewalk - foclliy trot con De epproocrea.entered ono proposed or rionex/slerr.Tre,• may be offset tom peoesirion crosswolts as on pans a /aCOteC peNrd venue stop Imes. i ® Tredrment w.'tre w,00ln d siMrdlr or sJaewart —� space is less Iron 7'-4' used g• persons wim mDolliy imp7itmeNS. o- as alrecloo, q ire Engine ,La/I S/t7uld not ExISYM, IipN pales. fire fydrons. drop Inters. etc. will also oflect p'oCemeN. 5P[G!K',t1 ,aV I CURB RAMP' (PERSONS WITH MOBILITY IMPAIRMENTS) 15>02 504 20. I VIRGINIA DEPARr MEMr OF TRANSPOR/ArrON — I 1 Rnlst•C 4 7B 9.7 uw Pared Slrsdder Pavernery w 1 Suppose ualN/0lI ! Gel - Saar uoreylol or 1 Sloa/lrad SUoarode '1, • •S f- _ _ _Lurid Pipe Subgrode J% Gale tLYs//add - I�,e Z' ei Gedexlle ),O nags Foyle /or2' Ira NaB Agpregiae �Various d Pored S/nulddi" •rrr w srooidied morf./$ used zu sraanred martls usdl PAVED SHOULDER SECTION NOTES I/Q ' Pavement •M"�I uDDdse M erlo o ronel• - Subpfode J - J% Code NoB Aggrepofe 1r}siraueJ •e Geote+lle Gobioge Foa/a • Sere cr Moriylor or S1061117ed raT Subarwfe Mmnial , CURB AND GUTTER SECTION LONGITUDINAL PERFORATED PiPE Type of Pipe Crustsrng StreVh LBS/LF 4•,D. r e1.0. Vitrified Clay IOOO >ow PCrald Conifers Wall AOOO rem Corriere /500 15500 Corned Steel bs21 CorruyorW Aluminum b.48 t: - Asppd F!prl I L i2oo 1100 Smwm won PVC J 5J I ['arruppfead PG •+ NLS1rrO u-252 1 1 AAS1170 u-252 + wail rMciriesd lmint-inetns. • e Called luornrt ollP ld in 4' diameter nip'. CA0 IrcJ, Min tree'rlyds a wrwe posslus"WS we /0 be guarded uMrxrm Ptofe -�parrs ClYfpallOJe: 0I 25a' lnervou usrry a underdrorn and outlet inn prat mme,;sI I WM it necessary."lels •nor be provided or '-Type Railed I-0• uo to 500' fryeryuslfp 6' unaaarain pipe loll Steel Past of I •R= 0 ancis /n olsranrs an 25d 6 aur/mr pipe. JJ IDsJl1. Of� VuMnrm Al/p •�• - Dral"able mayerlol s/trlf rove 0 mollmrrm c6i-r6 is 1B j Of 32 mciffloiA' weloll finer rton sroroard OS/Fl. s/cve No.2L'l7 Staef pissed ante aces to be p0ireed n ga/r goryoNreW In accordance w/Mi me is is if dfolrooie matedmen Is 0 sl0onlred m spec. If milled ire llrol cuor Stoll otoded orortnoe, rover mterlor.foo✓ic must wrap be .NoJJ O/umInum pOIN n Mail comedy ofeund Ire underdroln /fend, and lop wNte polls. I to* qer /ne lop or dfolro ,e tore/. Marter to •rnn be pioe"d Or oufrer d of un•ferdfo/n Irulcliarloni barring r. locations wrere uroerdraln Is tied lryo pb dfol nags sirt,crures or as d11ec7ed Dv ire trainer. - a I NON -PERFORATED OUTLET PiPE Tape of Pipe Crusting Strengln LBS/if I I.T. 00. w.T, 6' ID. Vnr/rled Clay '000 lox COncrefe I /1.5Li7 I 1500 ' co" Sree•1 052 i Corrugated Num/turti 10.48 i Aso'on Fiber 12X 1400 I r5nrnrn Wi11 PVC Smmn1n wall PE A73 !_ 1 70 PSI e e, J53 �- 1 70 PSI r • wgli rnic,ness /ndnklnettS. • + 7 GVod accordtno to AS 7 M 0'4212 A 57 deflacylm crtutw • STANG11R0 PIPE UNDERDRiN - ztl FOR PAVEMENT EDGEDRAIN 70/ VIRGINIA DEPARIMFNr Or TRNrSpORr/1ri0N ,OHOS p 2, 5ee 2e, R l D 'e: a. 1„R - A. / d1+a. r e A, A p; • 1 �. .A .�. .� A, e: :a, ;'. --___ _ _ _ _ J The bottom of the curb and may be constructed Ll parallel to the slope of sub- 7„ ►I 2 -0 surface courses provided a - minimum depth of 7" is mointoinad. This area may be concrete _ 1 at the option of the contractor ' s This curb shall be used when design When combination mountable curb and gutter js speed is greater than 40 MPH on used, the Standard Emronce Gutters or Slondcrd Note: Comb. curb a gutter having a radius Rural highways and 45MPH in Connection for Street Intersections are to have of 300'or less (along face of curb) snau developed Urban and Suburban the mountable curb configuration Incorporated. be paid for as radio! combination curb a gutter. areas. When this standard is to be tied into existing This Item may be precest or cost in place. borriercurb, ine transition is to be mode within 10' or the change in standards mode at regular Concrete to be Class A3 if cast in dace, openings. - PSI -d000 if precast CN COMBINATION 4tt REFERECURB & GUTTER �SREFERET!NCE E VIRGINIA DEPARTMENT 105 of 502 2oi o� TRANSPORTATION ' ' - XX Street approach some - - L.- (Rod,us to be aS - A surfac;ng-as mainline _ shown on plans) 'ems roadway C (Radius to be as Radial �mbinotion shown on plans; \ - curb and Butler / 6. i X 6.. Class A3 (H.E.S. p '` G. �, li. e. _ - _ - - - - ----- I ODlionaFlow Line Concrete '-E.ponsian nit I Expansion Joint A �! �I SECTION C-C Note: Width "B" Z'-0" or as Mainline roadway ' shown on typicol section. Cil AN VIEW L t - J Construct Grade Changes with O Parabolic cVre_ • 10' Parabolic Curve D Edge of Shoulder ! or aDl'pnal Flo,+ Line g % max. 7 Slope Change - - - - - -'- mornLne Roadway - - - - - ---------------- When St'd. CC-11 is used for entrances built in conjunction with VDOT projects, please Slope Change note the following - _D D XX mainline pavement shollbe constructed - ' 40' min. for Street CesMection to the R/W kne (except any suogrods stabilirolion required for moinlme / 20'Deseable for CornmerciolEnlr. pavement which con be omitted in 5' min the entrance.) ' SECTION A - A A Rodiolcurb or combination curb - and gutter shollnot be constructed beyond the R/W Fne except for replacement purposes. Guidelines for Grade Change D When used in conjunction with Standard CC-3 or CC-7, the curb face on this Standard Is to be adjusted to match the to Enlronce Volume Destrobie mosimum mountable configuration. - High (more than 1500 VPD) 0 % 3 r - See Standard CC-12 for Curb Romp design, to be used with this Standard. - Medium (500-1500 VPD) 3 % - 6 Z When the entrance tad--sconnot accommodate the turning requirements of anticipated heavy Low (less than 500 VPD) 6 % - g / truck traffic, considerobon should be given to increasing the depth of adjacent proposed - - sidewalk to 7 inches. XOptional floillne may be used for entrances / in cut sections. Optionolflowiine may require warping of O portion of gutter to preclude ponding:of water. 4" 2•R a.' Concrete to be Class A3 if cost in place,4000 PSI If precast. CD k. i This item may be precast or cost in place. 2" R-odlus ' 2"d 'n D This curb is to be used when design speed e is 40 MPH or less on Rural highways and Note: Curb hoving a radius of 300 ft. or less ,mz °•,, o; Surface 45 MPH or less in developed urban and a face of curb will be ( long ) paid for as radial a Suburban areas, IP •rNEs` DESIGtJ curl. nose SPCGDS ARC CXCECDLD 57D CC,-7 The depth of curb may be reduced as much as 3° + I t.-,Utf`CD (15"depth)or increased as much as 3°(21°depth) in order that the bottom of curb will coincide ;iuhUoett I with the of a course of the pavement �P substructure Otherwise the depth is to be 18" as �- 12•• shown.No adjustment in the price bid is to be ACCEPTABLE ALTERNATE mode for a decrease or an increase in depth. IF CURB IS EXTRUDED SPECIFICATION STANDARD 6" CURB REFERENCE IC5 VIRGINIA DEPARTMENT 502 Of TRANSPORTATION 201:01 CG-6 4" 2•R A . d • 1 .. tD ..A to )I .d - A' J. -a A A . . A, .A ,• .d' ''i d. •d'. • .• `.-.e A. ' 'A' ' .A a:' :d. e d'.' o d. •'e' A e . The bottom of the curb and gutter may be constructed parallel to the slope of sub-' L6. 2 -0" surface courses provided a minimum depth of 7° is maintained. This area may be concrete - at the option of the contractor This curb is to be used when e design speed is 40 MPH or less on Rural highways and 45 MPH or Note: Comb. curb a gutter having a radius less in developed urban a suburban of 300'or less (abng face of curb) shall .areas, be paid for as radial combination curb a gutter. This item may be precast or cast in place. Concrete to be Class A3 if cost in place, 4000 PSI if precast. S��KA1gN METHOD OF TREATMENT- atrtr+rN;l CONNECTION FORrSTREET INTEPSL- IONS SPECIFICATION COMBINATION 6" CURB & GUTTER Sat AND COMMcRCIAL ENTRANC-ES 203 os� VIRGINIA DEPARTMENT OF TRANSPORTATION 105 VIRGINIA DEPARTMENT 502 of TRANSPORTATION 20LC 31-ace '1 :1Ov _Ines The DrC-c- - De DiCC2- :":..:md•DCSts with Gne' wire or. eCcn side - r `I of grace c be Crow, by iv.istinc between brace cod each (Exciusrve o icanc ; _ __ -r e" 5,e �I post. i nls c_ . es to of; ^ wires. Diogonc; 4"o•cces to be Dlcced in direction cfpull ex4"Gciv Steel Dowe! Post to be r,oTaled for oiciconol 4"breces. All 4"diagonal braces to iEcEndcll Hxlz-.3rcces','/ ��� F� 1�r1 nave two aclvon;ced 12a nails o4each end. 12 ✓,� f o„,3a,,bed y _b Twisted I - orcce 011 FLYING J TRAVEL PLAZA e �, �„ •li 1� Ground Llrr I i i - - - ---- _ - - i �t,��COrner PCSt 'ir - i -� � ih _-^ s'�'- Gi- � }� j t l - - � wing Title Drawing may _Ines ~Brace i I TyolcalsDCs's all Line STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA DETAILS (Excwswe of FGDrIC)` Pas, `L POSTS =Y—�ay amines ... f'1 In cst (Exclusive of Fabric) � t� - 1 1 t r�J My �,,J Harris Smariga&Associates Inc. �r� IF NOT OTHERWISE NOTED DIMENSIONS ANDDESORIPTiONS � � SHOWN ON ONE DRAWING AP-_Y TO OTHER DC -I s Planners/Engineers/Surveyors l Drown Project No. WITH THE S=NJE PCST TYPE -- - - Sea a1 test All Saints Street, Frederick, MD 21701 I T DLS 6552-0-FLYJ (301) 662-4488, Montgomery County (301) 831-4048 d / REVISIONS: W I _ Checked REC ,CAD File No. ��C� 1 � � \ Reviewed Drawl No. k/0Ile►� ir8 �abrrc B-iZ-47 Add Reece a: A T n9 H R E H I T I E �.-Date JULY 1997 C — 9 A P.O.BOX 678, BRIGHAM CITY, UTAH 84302 - (801) 734-6474 1 e-le-ni' TOP SLAB EL 196.33 1 -8' HIGH STAGE TRASH RACK TOy BE PROVIDED ON FRONT AND BACK OF RISER. SEE HM STAGE TRASH RANI nETAIL THIS SHEET - 8" DIA. HIGH STAGE ORIFICE1'-6' B" TRASH RACK SEE DETAIL THIS SHEET. MH STEPS VDOT STD• ST-1 ADDITIONAL ♦ 4 12' Z -u -ems 366' RCP BARREL I TYPICAL STEEL REMFORCEMENT FOR /- ALL 4 WALLS To BE #4 BARS SPACED 8" C-C BOTH WAYS, MIN. Y CLEAR FROM ANY EDGE TOP SLAB. SEE CENTERED IN WALL DETAL THIS SHEET • e4 e ZD e aLl d :. v 42 9' -4' µ BARS SPACED 8 C-C TOP Nt BOTTOM. BOTH WAYS, MIN. 3' CLEAR FROM ANY EDGE FRONT VIEW 5'-n• Cr 8" ORIFICE 1 . _v 6 HIGH STAGE WEIR EL. 194.5 8" HIGH STAGE ORIFICE iNV 190.2 MH FRAME 8 COVER VDOT STD IC-2 HIGH STAGE WEIR EL. 194.5 4' TOP SLAB ` TOP SLAB EL. 19&33 MH STEPS VDOT STD ST-1 200 - 195 8' DIA HIGH STAGE I,�, 190 8' V-6' ORIFICE INV. 1902 \ \� #4 DOWEL O 8" ORIFICE PLATE W/ 1 TYP. ALL 4 WALLS 4' DIA 13PENING ` -`� INV. E _ 129.0 36' RCP (SEE DETAIL) BARREL 1z' BrCMP EL lif9.0 , 185 - EL. 189A EL. 189.0 c ---- -- s e. 12' PERF, BCCMP a > p n s Z W 4 e• r •D n 4 * . -- ---- ---- - -- POURED CONCRETE BASE TO BE PLAITED ON APPROVED + SUBGRADE CO 180 7'-4' Q SECTI❑N A -A C INCRETE RISER DETAILS 175 SCALE- 1' = 3' WEIR TRASH RACK SEE DETAIL THIS Z• BCCMP SHEET 9'-4' A T(JP VIEW r MIN CLR FROM ANY EDGE (TYP.) ALL STEEL TO HAVE T-1/Y CLR. FROM TOP AND BOTTOM OF SLAB. w i ADDITIONAL N4 REBAR VD( FRO PLAN TUB' SLAD PROPOSED POND BOTTOM .�.*90a. 12" PERF. BCCMP N1Z WELD STEEL CAP TO END OF PIPE PERFORATED PIPE TO BE WRAPPED WITH FILTER CLOTH ----- - ---- PERFORATED END PLATES WELDED TO BOTH ENDS OF TRASH RACK , i 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1 +50 1 +00 0+50 PROFILE OF DAM ALONG CENTERLINE PROVIDE ASPHALT JOINT FILLER MATERIAL BETWEEN ALL CONCRETE SURFACES EXCEPT BETWEEN PIPE AND CRADLE 4' O.C. GALV. EXPANSIOJ - --.--- r-T BOLTS (TYP) V V V v v #4 BARS I 36' RCP 0 0 0 0 0 0 121 C C N BARREL REINFORCED I' DIA HOLES e EACH WAY CONCRETE x c 0 0 0 ° 4' O.C. BOTH WAYS TiROiJGHOLT ENTIRE ml VDOT CLASS TRASH RACK 1 A3 GENERAL J 8' DIA. ORIFICE I as - - -- u o c 0 3' MIN #4 BARS �,� 1 2'C-C MIN. \P£RF END PLATES TO C❑NC. ! EACH WAY MN HALF Is' BCCMP w/- V DIA, HOLES a 4' O.C. BOTH WAYS , BOLTED TO WALL VERTICALLY w/ GALV. EXPANSION BOLTS. 'Cc'IITERED OVER 8' ORIFICE) BE WELDED TO BOTH ENDS OF IS' BCCMP GALV, EXPANSION BETS (TYP) 3/8'x 3' � IU 4 I-_ WEIR TRASH RACK DETAIL NO SCALE POND T 12" EMgpyKME� l BCCMP -VARIES ��- CONC. RISER OUTFLOW • • p �. �! '� i •i ORIFICE PLATE WITH 4" DIA. ORIFICE HOLE. PLATE TO BE WELDED TO INSIDE OF 12" BCCMP (SEE DETAIL) TWO PIECE FLANGE TYPE CONNECTION BAND TO PERFORATED PIPE SHALL BE BANDED TO LOW FLOW PIPE AND HAVE METAL CONNECT 12" BCCMP TO 12" CAP WELDED ONTO OPPOSITE END. PERF. BCCMP PERFORATED PIPE SHALL BE COVERED ON ALL SIDES WITH 12" MINIMUM VDOT NO.3 AGGREGATE. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED, SET PERFORATED PIPE AT INVERTS SPECIFIED ON STORM WATER MANAGEMENT PLANS PRINCIPAL SPILLWAY PROFILE. E X T E_ N_ U L_ L_ _.-U_ EV E_ N i. _ I L_N P N DE`v^v'-A I NG DE�'IC.E N.T.S. 91 CRADLE a, i 3' SI DE VI EW FRONT VIEW 0 PR❑VIDE ASPHALT FilN J❑I NT FI LLER� 36' RCP BARREL C❑NC, CRADLE LlCONIC, ANTI -SEEP COLLAR CONCRETE ANTI -SEEP COLLAR DETAIL N, T. S, PROVIDE THREADED INSERTS IN 4" x 1 /4' PLATES TOP SLAB TO CONNECT STD. 5/8" TYPICAL TOP TRASH RACx BOLTS -� AND BOTTOM #6 REBARS 3 SCALE: 1"=50' HORIZ. 1 "=5' VERT. U - r_ LT_i- N I II I 101 LW I _. --- fi N TR C - --- W j- --- - } -I- - - CO S TED 0 OF D M EL. 98.5 SETTLE TOP 0 DAM L 197.8 O 1= - EM PI R C FIR EBOARD 2.0' OUS CbRE. EX ND 100-YRI WSEL 1 5.54 '� 4' I .. TO 10 YR WS L (SIC CH. GC M,I TERIAL) 195 - sEL ---- --- - -- - �HREATI� LINE 2-YR EL 192.06 - -- --- ANTI��IISEETEA �OLLAR 14 �' EX. DE WSEL 090.2 �ONCRE END ECTIONI 190 POND B TTOM L. 189. ly ! MATCI EXIST. GROUN® v I - 20 L.F. 12" P RFORA D BCC P-�}PROVID 30 LF. CLASS I EXT. ETENTI DEVICE SEE CETAIL. RIPRAP VDOT STD. EC-.1 NC. CRADLE ORIFICE PL TE W/ " DIA. OF ,12 BHOLE WEC,MPT PR VIDE i E DET/ 1 : CO E TRENCH MIN.. 4' 12 PERF. CCMP r S = 3 Q10 8.4 Cf M TERIAL) (S DETAI) CON RISER BASE Vp10 9.0 S I I ISO 3 RCP ASTM C 361 C SS C 25 O 2 639. `�91 _ ---- - -- ao o Vp10I = 14. S - + -. I + + 175 O O PRINCIPAL SPILLWAY PROFILE SCALE: 1 a=50' HORIZ. 1 "=5' VERT. IIS ROAR PLACED IN9DE VERTICAL BARS TO BE SPOT WELDED AT ALL CR0491NGR ir "9 O U 0 D �Z0 a � + 0 5 Q w 0- FolA SWM POND CONSTRUCTION Structure Bnckfl l t SPECI FI CATI ❑NS Bnckfl l l adjacent to pipes or structures shatt be of the type and quail ty conforml ng to that spec) fi ed for the ad jol nl ng fi l L Ali references to ASTM and materl at . The fl t t shot t not be AASHTO speci fl cati ons apply to the pt aced I n horl zontal t ayers not to most recent version. exceed 4' In thickness and compacted by hand tempers or other SI to Preparatt on manual t y dl rected compacts on equipment The material needs Areas desl gnated for borrow areas, to fi l t compl etel y all spaces embankment, and structural works under and adjacent to the pipe, shat t be ct eared, grubbed and At no tl me Burl ng the backf! t t strl pped of topsoi I. Al I. trees, operatl on shot t drl ven equi pment vegetatl on, roots and other be allowed to operate closer objectl onabl a materl at shot I be than 4 feet, measured removed. Channel banks and sharp horl zontal I y, to any part of n breaks shall be sloped to no structure. Under no steeper than 1, 1, cl rcumstances shot l equi pment be driven over any part of a Areas to be covered by the concrete structure or pipe. reservol r wl l l be cl eared of at l unl ess there I s a compacted ft t l trees, brush, logs, fences, rubbi sh of 24' or greater over the and other objectl onabl a materl at structure or pipe unless otherwise desl gnated on the pt ans. Trees, brush PI pe Condul is and stumps shalt be cut approxi matel y level with the ground At l pi pes shot I be cl rcul or i n surface, For dry stormwater cross section. management ponds, a ml ni mum of a 50 foot radl us around the i nl et Res nforced Concrete PI De - All structure shot t be cl eared. of the fol. 1 owl ng crl terl a shot t apply for reinforced pipe, Al t cl eared and grubbed materl at shal k be di spored of outs) de and 1 Materl at s - Rel nforced bet ow the l 1 ml is of the dam and concrete pl pe shall have reservol r as all rected by the owner bet t and spigot jol nts wl th or hl s representati ve. When rubber gaskets and shalt specs ft ed, a suffl cl ent quontl ty of equal or exceed ASTM topsol l wl I t be stockpl l ed I n a Designation C-361 . sul table l ocatl on for use on the embankment and other designated 2. Beddi ng - Al l rei nforced areas. concrete pipe conduits shalt bet at all n a concrete Earth Fit t bedding for their entire I ength. Thl s beddl ng shot( I Materl at - The fl I I mated of consist of high stump shall be taken from approved concrete placed under the desl gnated borrow areas, 1 t pi pe and up the sl des of shot l be free of roots, stumps, the pipe at least 107 of wood rubbl sh, stones greater I is outs) de all ameter wl th a than 6' , frozen or other m1 ni mum thl ckness of 3', or ob jecti onobl a materi at s, FI t I as shown on the drawl ngs. materi at for the I mpervi ous core and cut off trench 3. Layl ng PI pe - Bel l and shal t conform to Unl fl ed Sol 1 spi got pi pe shot i be p! aced Cl assl fl cat) on GC, SC, CH, or wl th the bet I end upstream. C.L. Consl derati on may be 0 ven Joi nts shot l be made I n to the use of other materl at s I n accordance wl th the embankment If design and recommendations of the construction are supervised by a manufacturer of the material. geotechni cal engl neer. After the joints are seated for the enti re i i ne, the Pt acement - Areas on whi ch fi t l beddl ng shalt be pl aced so I s to be pl aced shot 1. be that al l spaces under the pi pe scarl fl ed prl or to pl acement of are ft l t ed. Care shal l be FI l t. FI l t mated at s shalt be exercised to prevent any pl aced i n maxi mum 8' thl ck devl atl on From the orl gl not (before compactt on) l ayers whi ch t I ne and grade of the pl pe. are to be coati nuous over the The f1 rst jol nt must be enti re t ength of the fl l t . The t ocated wt thin 2 feet from the most perneabl a borrow materi at rl sec shot l be pl aced I n the 4. Backfi t ; i ng shalt conform to downstream portions of the 'Structure Backflll,' embankment, The prl ncl pal spi t l way must be I nstat ( ed 5. Other detail s (anti -seep concurrently wl th fl l l pl acement col t are, val ves, etc, ) shot t and not excavated Into the be as shown on the drawings embankment. Compaction - The movement of the Concrete hauling and spreadsng equipment Concrete shall meet the over the fi l t shalt requirements of the latest edl tl on he control t ed so that the entire re of the VI rgi nl a Department of 7urface of each lift shall be Transportation on Road and Bridge raversed by not l ess than one Specl ft catl on Sectl on 217 Cl ass A3 trend track of the equipment or compactl on shot t be achl eved by a General N nl mum of four compt ete passes of Rock RI prop c sheepsfoot, rubber tl red or 0 bratory rot l er FI t 1 Rock ri prop shalt meet the materl at shot I contai n suffl cl ent requl rements of the I atest ed! tl on nol sture such that the required of the VI rgi ni a Department of degree of compactl on w, t l be obtal ned wl th the equi pment used, Transportatl on on Road and Bri dge 'he fl l l materl at shot l contal n Specs fl cat) on Sectl on 204 suffi ci ent moi sture so that I f formed Into a bail, It will not The ri prop shal t be pt aced to the crumble yet not be so wet that requl red thl ckness I n one water can be squeezed out, operatl on, The rock shall be .'here a ml nl mum required dens) ty I s del I vered and pl aced I n a manner Lpeci fl ed, I t shot l not be l ess that wl 1 ( I nture the ri prop I n than 95% of maxi mum dry densi ty pl ace shot I be reasonabl y homogeneous with the larger rocks wl th a mol sture content wl thl n f2% uni form) y di stri buted and fl rml y of the opt) mum. Each t nyer of fi t l shall be compacted as necessary to In contact one to anotner with :,btal n that densl ty, and i s to be the smal t er rocks fl 1 t I ng the -ertl fl ed by the Engineer at the vol ds between the larger rocks, tl me of constructi on. Al t FI l ter ct oth shot l be pl aced compaction Is to be determined by under at( r! prap and shat t meet the AASHTO Method T-99 requl rements of the t atest edl tl on of the VI rgi nl a Department of Cut Off Trench - The cutoff trench Transportation on Road and Bridge shot i be excavated s nto i mpervi ous Specl f! catl on Sectl or. 245 moteri at at ong or paral I el to the centerline of the embankment as shown on the plans, The bottom wi dth of the trench shal l be governed by the equl pment used for excavati on, wl th the ml ni mum wl dth bei ng 4 feet. The depth shalt be at I east 4 feet bet ow exi stl ng grade or as shown on the plans. The sl de sl opes of the trench shalt be 1 1 or flatter, The backf:tt shot 1 be compacted wl th construct) on equi pment, rollers, or hand tampers to assure maximum densl ty and ml ni mum permeabi t i ty DE�I�N '_'SUMMAFR'r' Care of Water during Constructi on All work on permanent structures shalt be carried out In areas free from water. The Contractor shot l construct and mai ntai n at t temporary di kes, t evees, cofferdams, drainage channels, and stream all verslons necessary to protect the areas to be occupied by the permanent works. The Contractor shalt also furnl sh, Install, operate, and mal ntal n ai t necessary Numpl ng and other equi pment required for removal of water from the various parts of the work and For mal ntal n1 ng the excavatf ons, Foundotl on, and other parts of the work free from water as requl red or di rected by the engineer for constructing each part of the work. After having served their purpose, at( temporary protective works shall be removed or leveled and graded to the extent required to prevent obstructi on I n any degree whatsoever of the flow of water to the spi t l way or outlet works and so as not to Interfere In any way wi th the operati on or maintenance of the structure Stream dl versl ons shalt be mat ntai ned untl l the ful l fl ow can be passed through the permanent works. The removal of water from the required excavation and the foundatl on shot I be occompl I shed I n a manner and to the extent that wl I ( mat ntal In stabl l I ty of the excavated slopes and bottom of requl red excavatl ons and wl t t at I ow satisfactory performance of all constructs on operations, During the pl acl ng and compoctl ng of materl at I n requl red excavatl ons, the water level at the 1 ocatl ons bet ng refl t t ed shot t be not ntal ned bet ow the bottom of the excavation at such locations whi ch may require dratN ng the water to sumps from which the water shall. be pumped. Stab) l I zatl on All borrow areas shalt be graded to provide proper drainage and left In a sl ghtt y condl tl on, Ali exposed surfaces of the embankment, spi l t way, spot l and borrow areas, and berms shall be stab) l I zed by seedi ng, ( I ml ng, ferti 1 i zl ng and mul chi ng I n accordance wl th the Erosion and Sediment Control Plan Erosion and Seth ment Control Construction operations will be carried out In such a manner that erosl on wl t I be control I ed and water and at r pot l utl on ml N ml zed. State and t ocal t ows concern) ng pot l ut! on abatement wl l t be fol t owed. Construct) on pl ans shot t detal t erosl on and sedl ment control measures to be employed durl ng the construction process. STD S/8' x 2 1/2' BOLTS WITH FILLET WELD ;I8 R®ARS TO PLATES TYPICAL TOP AND BOTTOM WATER SURFACE LOCK WASHER IN THREADED INSERTS \ ALLOWABLE FAC LITY E.EVATiON PRECASTED INTO RISER WEER AM TOP J SLAB SPACED r AT EDGE --�,- DESIGN STORM RELEASE RATE I FACILITY INFLOW j DISCHIARGE STORAGE VOLUME (AC )' T PAINT ALL STEEL WITH Two COATS OF 1 /4 HOT DIPPED CALVANIZMNC, AT SHOP. TYP. 1/4 2) TRASH RACK TO 13E USED ON FRONT X4* 2 YEAR N/A 47.4 3.5 1 93.06/2.34 AND BACK OF RISER, 3) PAINT TRASH RACK ASSEMBLY BLACK. 10 YEAR73.9 8.4 194.38/3.60 .RIFICE HOLE T R A H RACK DETAIL F 0 R HIGH T A G E WEIR CI IT INTO STEEL PLATE----_ --- - --- - - - - --- - -- - _-. _--- I _-- -- - ---.�- ---- _ .! _-�_ _ _ NO SCALE STEEL ORIFICE PLATE WELDED TO INSIDE I 100 YEAR N/A 108.1 40,6 195.54/4.18 I OF 12' DIAMETER BCCMP PIPE 12' BCCMP PIPE TO BE CONNECTED TO PERFORATED 12" BCCMP PIPE WITH 2 PIECE FLANGE TYPE CONNECTION BAND EXTENDED DETENTION 0.31 N; A. N/A N/A I L---- ---- - --- -� VDOT CLASS A3 GENERAL LOW CRADLE BEDDI NG DETAI L N. T. S. EXT. DET. STORAGE 0.62 AC -FT D E ww AT E I ��iy D �,,v, i �. E ATTENUATION STORAGE 4.18 AC � � Q I WATERSHED AREA TO FACILITY 13.E AC I YV, R 1 F I � I.._AT E D ET_ n , ! DEVELOPED AREA 15.64 AC N.T.S. WATER QUANTITY PROVIDED 2, 10 & 100 YEAR PEAK ATTENUATION. 10-YR ATTENUATED TO 2-YR RATE WATER QUALITY PROVIDED EXTENDED DETENTION FOR 1 /2" RUNOFF OVER IMPERVIOUS AREA FLYING - J TRAVEL PLAZA ; Drawing TWe - STONEWALL MAGISTERIAL (DISTRICT FREDERICK COUNTY, VIRGINIA SWM DETAILS Harris ,Smariga&Associates,Inc. Planners/Engineers/SurvPyors Seoi Drown - Project No. �-+ �; r �,� cu. A:1 ,aims S Fcct, edc, ic,,,, r , , r D LS 6552-0-FLYJ (301) 662-4488, Montgomery County (301) 831-4048 Checked CAD File No. REVISIONS: v v d- �-- -� '� REC 8/27/96 PER. CO. COMMENTS _ r , - I Reviewed Drawing No. 5/7 97 REV PROFILE OF DAM ALONG CL. --- - Date C-10 APR'[., 1996 P.O.B❑X 678, BRIGHAM CITY, UTAH 84302 - (801) 734-6474 Scale AS SHOWN 10 Of 16 i _ u TMP JJ ����� 90 A CHAR Y woo"F U UR� Z j rnV1 __ NOTE: PRIOR TO OCCUPANCY,ACHARY ANN LANE WILL BE BY CULVERT CONSTRUCTION INLET f ,' Zr p X GRADED TO THE SOUTHERLY PROPERTY LINE OF PHASE PROTECfi'lOIV > u � N F FR T f7`IZL ORCHARD' /NC. ONE BY PARTIES To BE DETERMINED. 7�0 BE PERFORMED WITH INSTALLATION CULVERT INLET Cn n -4 / , `� PROTECTION _ SEDIMENT Mom" DAt6 ANN ° D D + 1pB „�7.3, PG 496 OF INITAIL SEDIMENT CONTROL EW 1 I rn 5�-• t1A NT/ AGR/C(& TURAL(ZX. CORNF/ELD) SILT DEVICES i.e. SEDI;MENT BASIN, W� STONE FILTER ( 0' R/W) o FENCE DIVERSION DIKES & ROCK CHECK; O D N ZONED,- DAMS. --- - �, S �z \-- ---- -- rr -- --- _-:, -- — — --- --- ---- --- - --- _r -- - - - 2p4 -'~ _6�- 196 --- �� - -++OQ --- vv �01 L4 �.- 2 0� -I — -- �`- 02 14-A6--- HP 3,66 oil • I _10 97 - - T - MP. r' - T H D Al - 1 _ _ - - - - EX. UTILITY POLE - �� -- SEE ETAIL I �� I , - S �' - t (A TO BE RELOCATED 02 - - \ _ _. „ L .i •. .J+ 5 i �i� -4 `�' AS NECESSARY PER LIT — — — — — — — — ? / / 9 0 c \ `�O / I I .� !� + COMPANY - oo X / ,� 1 I ROVIDE TEMPORARY ROCK EW-2 ^V =2 1. 6' X 6` 2 1 I CHECK DAMS ® 100' INTERVALS, I 05$ 9 I l tiL 9A A FHT 6` ROCK FACE ,� � � SEE ROAD WIDENING SPLIT RAIL FENCE _ �° I \ RLAN FOR RT. 669 S A e SIGN 09� DIVERSION' � °o� ,� I � I x 4 < 10 c ° \ ry \ DIME 1 o0�b °o c o v < {r ,9 ti o09 I ROCK i � .. D (PROFILE A) ` I o N o � x E CONSTRUCTION CHECK �� �,� r� c ° s S Opp v 094 0 i \ > > --i STON \ � DAM �O i � °� � ,_ - � E I 15' WIDE C 8100'CE LONC WITH `' l I + ACK CONSTRUCTION NV.=19 IN 09 WASH R 0 � � ` � - - 1 ---i I 1 �> rs,, =SHALL REPLACE STONE WHEN X I (T \ �� 10 I _ CACCUMULATED W/ SEDIMENT x ' K C� \ �o EL HOLDING PO 93 OU TLE STRUCTU _ ���' (SEE (ETAIL S 93� 9 10'x ti 10 o / < x Q1 PINS -9 \ I 00 \ 1QfA Wad' ° LOADING SPACE 10 I �� v �.� \ �-.� SILT TR ATMENT 1 z'x 50'--- \ , " Z o CO FENCE LANT 1 I� w � wJ o a ° 96 ASH DUMPSTER X x t 5 0 C,URB OO I / COMPACTOR do PROPANEI�G 10 o TANK ENCLOSURES 14� �I " 7 6" _ , 4 1 8LJ 7 I i � 0 z --A �kk 113 I 6 1 LOADING SPACE 16 1 z N ti 95� -_ Y - 4 1 — 20'x 95' l J M x r �p O -HIV \ 0, - ,- - 96- x � a' �� -�- -___ y^ ss 1 C/o x 20 rn /0 Drvmw _ - 6 (!� INV I � ,c %U C� �;-- 95- t9Et4 l 2- 'x 8' S4 �' TRAVEL �\ 1�E 1<'� � a 209 2 �� D z D 192 i _ `� � - TES ' " 19Q„ — — ----. S N 7 2 ' � w ItJV. DIVERSION-�� I / -- '_ oo' b�W PLAZA 7 A - 95 ,E f HL DIKE 1 j I �o ` - - c/,o/ c/0z11 1 I 10 LF ",.11 l 1 L15R208 D N ry 3 � o .!i d 1 N �� i— D LLJI� I, RIPRAP 050=8", I �, - - 12 J I I I\ 18" THI%8RIC OVER I I, NE + F F 212.5 (1 �' ti � m_ O i i I FILTER ti, I N .`i o Q r� ♦`� STONE CONSTRUCTION / II I ',i I / � XIS U LI Y E C/o _ sIG C O ENTRANCE 16' WIDE 1 YLI ES TO EL cT E , -- °C C coo AF I ,NG WITH > = By 100, RACK. CONSTRUCTION 2,2d � c� S I I I 5 S11H-1 3 1i i POND 6+ 1 C/ / _ 4 INv. I s m D SHALL REPLACE STONE WHEN i I 1 I APP RENT N.V.P.0 INV. S 1 I ES-1 i i ESM (WIDTH NOT DEFINED) P o l . 9 �-, I" 210-0 c�I z2 ?� o ACCUMULATED WISEDIMENT I I I I I DB. 64, PG 366 o LI T 1,,� 20T. 4 �' � ROCK , li I � 0 24 R P �' FH T 6 V -- - � — I o / N CHECK t c 0 I rREMOV SILT FROM DAM DEWAT RING DEVICEI i I 0 08 � /� 2 I N I I cMP AS NE ESSARY J \ °� -- -� '` - _ % j \\ ti -, _ \/ - l L I - o` , , j PROVIDE TEMPORARY ROCK K INd.°0 ROCK CHECK ® 100' INTERVALS. "` 9 2 I g' 1 R 1 ,, 206 28 v T�\ �\ 192 4 S 24"RC 10$ I 1 2 v `� 0 °� v� C) �\ ` 196 _ ! �I t�7-5 8-x 6 I I 1 FHT 6 V �(� I/ I 1 I I I I I I I I ll II I y ''y' �' � rn � -- O - 1► 9 6 I -o 7 - A LIGHT t v r - L-425. 74' \ �`- 9 90 a7 r (TYp.) �.Q' BF I APpp o� / 18$ _ _ 202 ( � OX' 4 98 1 \ z is - / 1 20� Ll - P� - — - _ 0 �� ��AT/0N 0 - - , 4 4 4 73 •R Dp _ 19 r �o - +� Row ¢ eN ess — 7 6 1 y PROPOSED Aso DIVERSION � = 46 28 \ �` 19� , zos u� �--.�zio ----� I EAS M DIKE Ll _ 4 - , - _ - - c; - 7_ � _ ra ALLEGHEN Y P EN r MITEp ACCESS - _ _ SEE RAMP N OWER LINE �-- I _ Rdocoi� � p ., .,,.. IN S � O, Z�j,• t�IT OF � I Q. - DIVERSION DIKE AND ROCK CHECK DAMS EDITED LESS - � M 447 38 P o�nRE NO � WIDEN I G PLAN 1 SHALL BE INSTALLED WITH INITIAL LAND - S 1112 48 W LL MEAD 150-73 - INL D\_ \� PROVI NOSE EXl _-- DISTURBANCE. ONE W PLACE, BEGIN PRO ot7 _ 2` ;p �°� I I oY DOWNICURB RE�06gT/cN r RUCTION OF S M POND PER THE (TY - 2 4 � 7 0+ _ � �-► Ep o e `-=_--- _ - DESICN PLANS. SWM POND T6 BE USED - - - - �� _ m 0 PER AS A SEDIMENT BAS IN WHEN CONSTRUCTION _ _ , _ - - S I + 2F or IS COMPLETE, 1 _ ) cw=noAAal /�AlSiMIIrT ' H - 1 - - I A PAWwNt NAEDC.NC SHALL I ACCORDING TO I-81 l?, _ � �., eL r:EaAR� w ,wg AReA { CONSTRUCTION PLANS -� ����� 220 UKCR DKC11aN OF root a } 71 D.A. = 1965 AC. �Nsvcc>ve - BM E LEV_662.96 CHISEL AT �I `00 THE SOUTHWEST CORNER OF _' ?fo, NOTE SOUTH BRIDGE ABUTMENT OF I I Fa CA VDOT DOES NOT HAVE ANY LIABILITY RT 669 CROSSING US RT_ 81. OR MAINTENANCE RESPONSIBILITY FOR THE ELEVATIONS SHOWN ON THE ON -SITE SWIM FACILITY. INTERSTATE ROUTE OUTE 81 THIS PLAN ARE 443 FT. BELOW I HAS BEEN SECURED FROM vDOT. I, (AR TERIA� Hw) US, :S ELEVATIONS. atf VARIABLE NOTE h WIDTH R/W ABSOLUTELY NO WORK IS TO BE PERFORMED t�I AG� �A16 �r PLAT 600K WITHIN THE INTERSTATE ROUTE 81 RIGHT- t � BASE - COMPLETE /1�� DEED3' PG 48 OF -WAY BEFORE A PROPER A ' rap a REMOVEL & REPLACEMENT e BOOK 306 E oRELAND USE PERMIT � \ DEED PC 3 74 HAS BEEN SECURED FROM vDOT. ER�Lry T �., f ALTERNATE N0. 1 - MILLING \ BOOK 286, PG 47g ER" ANT RLAN FOR S EDI M 1 V 1 OF EXISTING PAVEMENT AND � II GRAPHIC SCALE 50 0 25 50 I00 1 inch = 50 ft. v �_/ A 2" OVERLAY FROM STA [� /`, l/ TION L 1 1 Y � L �... � � � HU►J I UIV G UIV I HUL ,� � FLYING- J TRAVEL PLAZA 0. T T C-1 rn n AT' T 'I% p''e f Tau r,u�� 1 M1I^�IC TrnI AI tic m,yT rnrn`mr kiTY 0. Ilv 1,J TF_ _ Inrawing T:tte I J uJ CONTRACTOR SHALL OBTAIN A EROSION &SEDIMENT CONTROL PLAN Harris,Smariga&Associates, Inc. � m 1 A A 1 n n 1 C TI 100 A n 1 f'` C- n C-C) A Al T C" � n k A Planners/Engineers/Surveyors _�. Seat Drawn DLS Project No. � _ r r- i L /-11 V V V I J I LJ I \ U /'11 V V L E- L I \ IVI I I 1 1 \ V IVI 41 E „r nn 1,,,;r� r, ° l„�.a, F r,,,1�,r;- i. , MI, li i1 , 655"1-U-hLYJ w zoo THE FREDERICK COUNTY DEPARTMENT (�1) 662-44$$,M n,t�.r�...y o�"t� (301) 831-4048 Checked CAD File No. � REC N u7 REVISIONS: 7/16/97 REV_ PER VDOT COMMENTS I Reviewed Drawing No. OF PUBLIC WORKS PRIOR TO ANY LAND 8/27/96 PER CO COMMENTS 1 \� , - \ \; Date M /� 5/7/97 REV W.W-T.P. LOCATION C— 11 n i C Ti i Q R i ni r 0 1 T� � �I T Y 5 /7 /Q7 PFV PnNn lI nmr. I CN A TIC1N APRIL, 1996 j '/ ` P.O.BW( 678, BRIGHAM CITY, UTAFI 84302 - c801) 734-6474 ,� 6 18 97 REV W W.T.P. LOCATION �cate11 Of 16 TABLE 3.31-C TABLE 3.32-1) SITE SPECIFIC SEFIANG MIXTURES FOR PIEDMONTAREA TE,NIPORARY SEEDIItiG PLANT MATERIALS, SEEDING RATES. ,AND DATES - 1 olal l,hs. ` SEEDING ROTE NORTH' I SOIITHb Mininlutn_S�are la�v1] PLANT 3/1 5l1 8115 J15 Sit CHARACTERISTICS COlntnercial or Residential 175-2(X) lbs. SPECIES Acre 1000 tr to to to to to to to Kentucky 31 or '1'ulf 'f'ype 'T'all Fescue 1l30 3It5 11/1 4/30 911 11115 - improved Perenni.il hu. tun to 100 tbs.. = lbs. x x I Use sprang vanetres (e g., Noble). Kentucky Bluegrass W_010 - DAYS , I ( a sativa not less tim 50 tbs.) ven 1 i;eh=Maiuten8nce La'Wi] 2(x)-251) lbs. RYE° 2 ba I ..(up to 11,0 tbs., 2.5 lbs. + R X ' - use for laze seedings, g fall din Hinter X x ' ' I I caver. Tolerates cold and tow (Secate cereaie> not less than 50 lbs.) - mO15naTe. Kentucky 31 or '1-urf-'Type -fall 1-escue 100°i'o GER.MAN MILLET,- 50 lbs. approx- I lb. x I I x warm -season annual. Dies at tirst frost. May be added to summer Si�e_r_�l�l_()I)e 13_1es5) ( ema taLe, maces. Kentucky 11 Fescue 128 lbs. 11h lbs. X X X X May be added in mixes. Will - Red Top Grass 2 Ihs. ANNUPtL RYEGRASS 60 Ids mow out Of most stands.' - Seasonal Nurse Crop ' ..20 1125, (Loiium much-5orum) 150 lbs. WEEPING - 15 lbs S/h' olz. X X r Warm -season perennial. May _ bunch. Tolerates aot- dry slooas lbw Mainl�nancg�lup�Steepe� tlian 3;1) 1.0VEGRASS :. and acid, infertile sorts. stay be (Erasus eu la ,tided to mixes. Kentucky 31 Fescue 109 ibs. j i KOREAN 25 lbs. approx. I h X X X X warm season annual legume. I Toierates acid soils. -May be - ' Red Top Grass 2 lbs. - Seasonal Nurse Crop 20 Ian. _ tbs. [ cSPEDEZ.' ` I added to mixes. Crownvelcli i i s e� sa ulacea 150 Ihs. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22=2. Use seasonal nurse crap in accordance with seeding dates as slated below: t b Southern Piedmont and Coastal Plain. February l6th through April ...................... Annual Rye j ` May be used as a cover crop with spring seeding. May 1st through August ISth ..................... Foxtail Millet August IOUI through October Annual Rye d May be used as a cover crop will; ;all seeding. ...................... November••tlit ough February I Sth .. : .... ............. Winter Rye X May be planted between these dates. May not be planted between these dates. •• Substitute Sericea lespedeza for' Crownvetctt,easf of Farrrlyille, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). if Flatpea is used in lieu of Crownvc(cli, increase rate to 30 lbs./acre. All legume seed must he properly inoculated. Weeping L )vegrass may be. added to any slope or low -maintenance nlix during warmer seeding periods; adil 10-20 lb,;./acre in mixes. GRA VVI, AND -, V1 RA' MA'S11 DROP INLET SADIAIt'NT --' 18" MIN. - - RONOFF WATER Wtilt SEDIMIfil ..(Ill � IiI1111(I � 40 ' 111=1NII� Sf DIME IIi -- GRAVEL-02"MIN DEPTH) WIRE MESH F'ILIERED WATER SPE('IF'IC APPLICATION THIS AIE`I'II01) Oil' INLET PROTI-J"I'MN IS APPI,ICABLE WHERE IIEAVY CONCENTRATED FLOWS ARE. EXIT:{"j'1?1), 130T NOT Will-30; 110NDING AROUND THE STRUC'l'I)RE NII(Al'I' CA04: F;X('F:SSIVI? IN('ONVF:NIIi:N(:F: OI2 DAMA(;F, 'I'O ADJACENT ti'I'll(I(:'I'UI{I':5 AND IINPIO)TECI'ED AIOW'ti ' GRAVEL SHALL HE VDOT #3, #357 OR y5 COARSE AGGREGATE. TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NO'ITS ES-1: Unless otherwise indicated, all vegetative and structural erosion and sedinlent'control practices Will he thnslrticted and nraintaine(I according to ruininninl standards and specifications of the Vilgil& L Q( is Zn aTsl Sllll�lZtS�(LitrtlL!(a�l ()rzgk and Virginia Regulations VR 625-02-(X) Erosion and Sediment Control Regulations. I S-2: 'I fie plan approving authority must he notified one week prior to the pre - construction conference, one week, prior to the Coll loffence file nl of haul disturbing activity, and one week prior to fhe final inspection. ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. GSA: A copy of the approved erosion and sediment control plan shall he maintained im the site at all times. ES-5: Prior to commencir¢ land disturbing activities in areas other than indica(ed on these I,'kns (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to (he owner for eview and approval by the plan approving aulhority. ES-6: •The contractor is res(ionsible for -installation of any additional elosion control meastres nr,essary to prevent erosion andl sedintentalion as determined by, the plan approving autl►tioity. ES-7: All disimbed areas are to (train to approved sedinienl control measures at all times during land disturbing activities and (luring site development until final stabilization is achieved. ES-8: During dewatering operations, water will he pumped into, an. approved filtering device. ES-9: "The contractor shall inspect all erosion coiitrol measures lieriodically and after each runoff-proulucing rainfall event. Any Ilecessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made inimediately. CUR B ING1; T PRO T ,C7'ION ► HIR ?-INCH X 4-1NC11 W001)FN WE'11? .. rq,�yt L.• 0' MAXIMIM( SPACING :a r X taEKleFtawa ` `- � '• � �•�' � -EME NOErK.l' OVERIIOW _f PERSPECTIVE VIEW 7' X 4' WEIR 2' X C SPACERgAtIO - 7 AG OR I N r1ERN TE WEIGHT 7 2' MIMOADM IENGIH --1 / Of 2' X 4" \ 2' X 4' WEIR GRAVEL -- —.- SIDE ELEVATION r = - T 2' X 4' SPACER / WIRE MESI I rt fill I I SPECIFIC APPLICATION TO ---- I PIPE iIIIS MFIHOD OF IIl(E1 PROTECTION IS APPLICABLE TO GORB INIETS WIIERF A STURDY, COMPACT INSTALLATIOt) IS DESIRED. EMERGENCY OVFRTLOW CAPABILITIES, ARE MIHIMAI, So FXPrCT SIGNIFICANT PONIDIFIG WITII 'dIJS 1 -' MEASURE, GRAVEL SHAH BE VDOT COARSE AGGREGATE pd, #357,OR /5 CONSTRUCTION OF A S10' FA'N(:'1,' I SET POSTS AM) EXCAVATE A 4"X4' 2, SIAPIE WIRE (E ACING 10 HIE POSTS IREIKM tWSIOPE VO1I(; IHE I,IIIE of POSTS. IIIIfull h'LOW �I11" jl 4 3. ATTACH HIE FILTER FABRIC To THE WIRE 4. BACt(T III AND COMPACT IIII. FENCE AND EXTEND II INTO HIE IRENCII EXCAVATED SOIL Nq Jill r;f.nw" IIII ) EXTENSION Of IABRIIC VIE) WIRE INTO 111E FRENCH III IER FABRIC - .1 �11IIII�-----IIIII - WIRE Ira IFl -- ROCK CHECK IMAM 2 ACRES OR LESS OF' DRAINAGE: ARI':A e' FILTER 171.01`11 (OPT1nNAT.) - ---., (DOWNSTREAM VIEW) VDOi Nt COARSE ACCRRGAIE - - -- - _ - FLOW 2� 3' '- 10 ACRES OF' DRAINAGE AREA: e t FII.TER Ci.OTA 9' (OPTIONAi,) -- _- (00WW;TRF.AM VIEW) VDOT I COARSE A13.11RF.GATE - --------..---___- FLAW__ I3' CLASS!I 'RIPRAP I I-Iarris,Smariga&Associates,Inc. Planners/Engineers/Surveyors 41 East All Saints Street, Frederick, MD iC2�17011r {� 1JU l V�JL-44UU, IVtVrIt UIfIe1 1.U11nt �JV1I UJI-4048 l ) y y y\ 1 REVISIONS- y 8%Z7/9G SCR- Co. �os2.nB.v2-s STON1; C'ON.S-TRUCTION 1;N7T',ANCF 70, MIN. ExIS 11I a< PAVEME/IT A 3. 5:1 '1- I f iC�11�� I�� ��-• r 11 I III I. EI DIN-' d• gyp, A �IOTUNIAWE BERM MP I ]III IN ELEVATION SIDE _EETON _ - \ A1N11 '... ExIS11NG GRI 1 U' MIN. II1p_._ ------ -- -- ----- - _ - _ a _ _ NASFIRACK 10' MIN Iiil?i - , ---�- , 1011 12, 11111 10' Mu' �'----.- PAVEI'It4G I - ill � L.- VDO, MI I + POSHIJf IIRAINAGE to, Hilt COURSE AGGREGAIE B Tn SEBIt4ENT - 1 TRAPPING REVILE i • MUST EXILIX) FUtL WIDIH or INGRESS Alto EGRESS OPERATION PLAN VIEW - --- „ 12' MIN. Y 1,401, Y. MIN. 1 H FIR (.EDTII , SECTION 'A —A ra[,rrr rnra, [.,r tur�rtc,[. U(RIfY JYRL[ SECT'IrOH B-' B' Source: Adapted front I� 31_-MIy1;41)d_t�))ditt5l�IS)L oil Plate 3.02-1 LTo iOa 4n _Sg dills 11t _Cimu5)I, and Va. DSWC ("ONS7'RUC"1'ION• OF A S11,7'''1i' 'NC'A' (W / 7'1101/7' I SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCII UPSLOPE ALONG TIIF. LTNE'OF STAKES `IIII I� • �` -.�.• I �—i IIII {I�II�I Jill R I)II I 1 1' _ - M it , _I(IIIL� Illf 4. 3 STAPI.f; FIIXER MATERIAL 4 HACKFII.1, AND COMPACT TO STAKES AND EXTEND 'FIIE: EXCAVATED S0I1. IT INTO THE: TRENCH I HIP III SLIFT-l' 1,10W INS'I'ALI.A-HON (PERSPECTIVE: VIEW) 1 I o' POINTS A SHOULD )tE Itl(fIlkA ''11JAN POiNT H DRAINACEWAY INS'I'AILA'I'ION (11?ONI1 ELEVATION) 1 leitltt the minimum alemval,le height meiwral f;;um the npynpr lick of the (like is I inches (eel Plate 3.ti9 T). r in min �' ,. •� . �Illj .11181�I tg111111111 K�� IIIII II(IIII lull lull llllllllllj Illlll�IJll, h l 4 " Inin ,, a •• ..� J Source: Va. DSW(• Plate t 09 1 SltJs__SI°Pcs I S:I nr (latter. Riong with n minimum hate width (if 4.5 feet Ore Plate 30).1). - Grade ' The channel behind fire dike shall have a posifide grade In a stahilized oallet. If the channel slope is less thah or equal in 24r;'nn slabilizalim is requited. If The slope is greater than'2%, the Chnnnel shAll he stahilized in 11CCOIdAnee With Sld. A Sl,ec, 1,17, S10IRMWA'IVP 1'0NViiYAN(T. (11ANNUI, S)sTllst ' I. the (liveried runoff, if free of sediment, rams( he released fhrrnigh a stabilized outlet or Channel. _ t SEDIMENT & EROSION CONTROL DETAILS FLYING,—J TRAVEL PLAZA WHITE HALL BUSINESS PARK STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA o' POINTS A SHOULD )tE Itl(fIlkA ''11JAN POiNT H DRAINACEWAY INS'I'AILA'I'ION (11?ONI1 ELEVATION) 1 leitltt the minimum alemval,le height meiwral f;;um the npynpr lick of the (like is I inches (eel Plate 3.ti9 T). r in min �' ,. •� . �Illj .11181�I tg111111111 K�� IIIII II(IIII lull lull llllllllllj Illlll�IJll, h l 4 " Inin ,, a •• ..� J Source: Va. DSW(• Plate t 09 1 SltJs__SI°Pcs I S:I nr (latter. Riong with n minimum hate width (if 4.5 feet Ore Plate 30).1). - Grade ' The channel behind fire dike shall have a posifide grade In a stahilized oallet. If the channel slope is less thah or equal in 24r;'nn slabilizalim is requited. If The slope is greater than'2%, the Chnnnel shAll he stahilized in 11CCOIdAnee With Sld. A Sl,ec, 1,17, S10IRMWA'IVP 1'0NViiYAN(T. (11ANNUI, S)sTllst ' I. the (liveried runoff, if free of sediment, rams( he released fhrrnigh a stabilized outlet or Channel. _ t SEDIMENT & EROSION CONTROL DETAILS FLYING,—J TRAVEL PLAZA WHITE HALL BUSINESS PARK STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA C- 12 a- a J SCALE: AS SHOWN t > J DRAWN B Y: DLS a CHECKED p r _ REC •� rC� A rrs�� DUA 11_. n d APRIL, 1996 M SHEET: i OF: I C• n' PROJECT: 6552-0-FLYJ �..<� • v i w w, _ ,� p o�E O o Q r * STANDARD CCU 12 rr EX. v�, RELQOA�Ec L i W � 0 o ~ O Q GARB RAMPS (T0 �0 gE ESSp,RY 22� W 0 J z �- _J Cn BE PLACED @ THE TMP 23 S NEc w I- w to _ . 1 A C`( �� � c5 z ry w --' DIRECTION OF VDOT (A J_ � 7 & 18 PER UT,`� o w J L�1 W' Q N/F THE !N ER -STATE MP ANY /o - z o w o mz (L INSPECTOR.] ORCHARDS IN DB 2 C. � % ',' doom >v)Q �� 021 PG iz z zQQy a-, <Lww X 0 v) W O CONST. & r` �� w - ► I_ W I— (n IZ !-- (— W!—<C�U REST CHURCH R ISLOPE ESMT. VACANT ,A C R I U L TU E X. rS CL. STA. 14+58s, NED: A ` � I1 ) O -JU I ��cj�zzLLJ ma y q-B QLE 1, 1 �/ a_ Q W O W W h-SLOPE ESMT. `� X U QCA ` _f �� 2 W O a- Q X � F- STA 16+08 Dg 1 EP4� P P E" U o a �- w > w P STED ED 4 H 0 R LL UTI L.A. LIN A zLLJUQ�pwwo� I` X -- - - -- w L'-I 2 � >_- F-- O I— N +�OQ(1 66 ® -- -- N -----------------------d - �1 '_ —�i �1�10M \ \\_ Q w --I w o m EE x w cf1, ------ - --- t�--�.qB - '-'�— �0 11W1� 1 �\.�_ m Q o Q Q CO w r� Q A //�719► ►.�s/.7/ �sr,�./l/�s1l.T/li�t/�� +rrt�rs/� #f/sws> +•rrrlslT•7sr a ssU IsfAWAVOA�rsl>ffAW, �rL/ar!>l�rr/l�.ta-�r-arwr rrr,I�rss�rs w+«,�rOir�ss ��. ►�rsr�/sr/�i7'/Jr�►/ =r. i7,rnw,rsJ�/►r�rr�l�r i►iJ■►Ir-rl�Iraws�irl�rsliw/�i%wl�I■rl�//►/�r,Lsia� r....I�;r` �iii 'I// / 1�� •+ /'•�IEI.I1///�vim MANA fir, l�/�NTA/�►.U1. !89,1/Id►:!1►:IY/d/�!/I //I►!I /II/ Li�ArI/I6I//II/ I/��I%i/i///I/�/A AMMI/I/M►ICl//I,Cf�I:��I71► !'Ir/,rll��r��rl1�w�ri.�r�►�Ir` err ►�r•►�Irn�nirrr ►si�rrssir►�r: i ����1, oleo] 7-7 • �� _ _ _ PTAXNA—INERM • r • • 00 env .. . • ` • 1 �� `�*� \ , • ,' • co Elf '5 •=. 48 cn • ► i Iw �/ . 111 ® • �` • _ • 1 . , �� 1 •�• , • Ld • LLJ • .. •. • �� : li • �1 ' • : 1 1�. M EASEMENT IS HEREBY SECURED BY DEED BOOK 889 PAGE 514 FROM INTERSTATE ORCHARDS. -� - - ----- -- -- ----- - 3 6 0' TMP 23 ((A))- 17 & 1853 03 N/F THE INTER -�TATE QRCHARDS; INC. p z ITCH bB 202, PG 82 `, _ OF p USE: VACANT/ AGRICULTU!RAL(EX. ORCHARD) < InL 1T NGE ZONED: A 0 v 0 CL a w �STURB A o u✓ r�2 G X�'�1 J f- 50' > 1 EX. WTI!LI1''Y 4DOLE �s X Q LL W = Sw ALE ' ^ `,` ) I TO B� R E',L O C A � O Y f' / 109-92' ' �o�'�'o, +0g �6 a, �' �' �' '� IU _ \ I ' 4 P TI LI -a 0 guy \T�le� 4✓irP � ,'77o.x +06.101' lob EASEMENT IS H EBY SFCURED Bl' DEED BOOK 889 PAGE 0'5�07 FROM, FRUIT HILL. ORCHARDS 20r 1 3' IV +9' 97 91J' INTX. RT. 669 STA. -17+62.72 CL. ZACHARY ANN LANE STA. 0+00 - STA. 17+31.45 PROVIDE NOSE DOWN CURB/,QND LANE/ 0 0 a I— V) W Z 0 Q EXIST. GROUND 2' 0 12' 2 LEFT TUN LANE VARIES 12' 12' 6'� 6' 12 12' ADDITIONAL LANE 2• ALTERNATE FLYING—J TRAVEL PLAZA- z 1 /4': 1' UD-4 ------ON SITE CURB _ O AND CUTTER VDOT STD. CG-7 NOTE: EXISTING PAVEMENT ASPHALT PAV1N CURB AND GUTTER IS TO BE REMOVED SECTION (SEE VDOT STD. CG-7 UD-4 ('� PAVING SECTION) CURB AND GUTTER TYPICAL WIDENING SECTION RT. 669 NTS GRAPHIC SCALE 30 0 15 30 60 120 1 inch = 30 ft. Harris, Smariga&Associates Jnc. Planners/Engineers/Surveyors 4' East Ai' :tea its `:'reet, Fredec x, V1.': i (301) 662-4488, Mc,r.tyomerj Co.. " r 1,301.) 331- 4G43 REVISIONS: 9/16/97 REV. PER VDOT COMMENTS 8/27/96 PER CO. COMMENTS 11 /3/97 REV. CULVERT 0 STA 20+00 3/3/97 REVISED 7/16/97 REV. PER VDOT COMMENTS 8/18/97 REV. PER VDOT COMMENTS NOTE TO CONTRACTOR: VDOT HAS RECENTLY OVERLAYED VA. RT. 669 THE OVERLAY DEPTH VARIES. THESE PLANS DO NOT REFLECT THE OVERLAY AND THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD ADJUSTING THE ELEVATIONS. E-1 I-1 ES-1 DI-36 225 I 1110 PROP 0 N EXIST GRADE 220 GROUND - PROP DITCH 215 60' 15" CL IV RCP 0.537o - ----� PROVIDE 10 LF II CL Al RIPRAP to J (D 210 D50 =0.9', 18" THICK c M N to DVER- FILTER o� 00 00 o lD 205 z o o z STORM DRAIN PROFILE SCALE: HORIZ. 1"=30' VERT, 1 "=5 EXISTING ROADWAY NEW CONSTRUCTION NEW SHOULDER FLYING—J TRAVEL PLAZA STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 0 lb Drawing Title o� ROAD WIDENING PLAN VA. RT. 669 Seal ,Drawn DLS Project No 6552-0-FLYJ Checked ICAD File No. REC d Reviewed 'Drawing No. o c I v Date C-1 3 u APRIL, 1996 u-) (Scale u 1 "= 30' 13 0 f 16 i u ---------------------------------------------------------- 1 1 ---------------------------- --- ------------------------------------- -------------------------------------------- ---------------------------------------- HIGH POINT ELEV = 227.37 HIGH POINT STA = 9+97.8352 ' PVI STA = 10+00 PVI STA = 12+00 PVI ELEV = 227.60 PVI ELEV = 225.68 A.D. _-1.8403 ' PVI STA PVI ELEV A.D. _ K = 48.7329 A.D. =-1.0800 K = 92,5926 = 14+50 1 .0 V = 220.58 -2.0520 ° 0' N K = 54.3384 100,0000 V O `D + N I ' I 1 r 1 --- I W i 100. V O O + N W O 4 N -_ W „° U � - - -. _. N N •_• U � o (n - -. _ _ W - - - - - - W W - V W ._ m m -_ - - t -� 230 1 ' I Z I p + U) 06 J > I (n CNI m m jjj w W w % EXIST_ BRIDGE ' 1 UI I I i rn M II 1 _ cv 2 20 I I I 1 I J L.J I I I I I 20� ' 4.09 , i i I I � � Q N U W 0 � m X W ' I I I I I I I I I I i I O O (.0(0 N NN p) 0 r�U-) 00'1 NN V) O Or.) O NN NN N 00 �� Nay NN 0(,4 Opp NN NN Opt �� NN CJN O O( NN NN c0 O d NN NN a 0 Or. c0 NCV NN (0 rp O O(0 c0 NN NN .* 0 0)_ c0 NN NN N ^ O OM (f) N NN n 0,0 O— ri (0 (V NN NN o OP ^ CC N N N LJ U� ,6 Lf, N N CJ 210 I 1 I 15+00 I I 14+00 13+00 12+00 11 +00 10+00 9+00 ------------------------------------------------------------------------------------------------------------------------------------------------------------------- I I I I I I I I I I 1 ' I T I j PVI STA = 17+00 PVI ELEV = 210-35 A.D. - - - - -- - = K 41_- _1 - nuu onI�IT c1 cv — I)n� r LDW POINT STA = 20+28.6211 1 00-0000 PVI STA = 20+30 PVI ELEV = 204.70 ,± AD. = 3.4721 a Ln -It K = 57.6017 Q200,0000 J I i V ZI Z o Ln + Q } I� O N m j p p Q U Lj - -- W , W w ' N N N Q - I— I N I U - 210 - W - - W - m m - - - - - - - _ - ---- -- -- -------------- ----------------------------------- - --------------- -1.7121% I _---- ------------- _ ----- 1.73% - - I n n 200 I 1 I 190 1 25+00 24+00 23+00 22+00 21 +00 20+00 19+00 18+00 17+00 164 1 L--------------------------------------------------------------------------------- ------------------------------------------------------------------ RF= <z-,T C'H1. 1F?C'N F?n,A F-) F?T �>�a SCALE PROFIL F: HORI7 1 "=30' %Tr7T 1'�-G� V1_1\ 1. I -J PLAN: 1 "= 30' Harris ,Smariga&Associates,Inc. Planners/Engineers/Surveyors 41 East All ',aint� ',treet, Frederick, MD 21701 (301) 662-4458, Moni(jornery 6ourliy (301) 83i-4040 I REVISIONS_ 11-6-97 ADD CULVERTS 0 STA. 20+00 V V/ r -ailij l 678, W illim'I l,l t T, U IAM 841i4a - (601) 734-6474 FLYING—J TRAVEL PLAZA STONFWAII MAGISTFRIAI nISTRICT FRFIIFR" COUNTY VIR(�INIA uwina Title ROAD WIDENING PROFILE VA. RT_ 669 ;eat Taws DLS Project No. n c, v I I VJJL-V-0 LTV Checked REC Reviewed Date DULY, 1997 Scale AS SHOWN CAD File No. Drawing No. C-13A 13A OF 16 0- u7 s L REST CHURCH RD, VA ROUTE 669 RAW POSTED SPEED 45 MPH THERMO o (TYPICAL)� u) cD F-- Vi w z J 2 U � z Q � D Y 4 ' %l TH R 0 i A I IN m �Y QD STANDARD CG-12 CURB RAMPS /Y/4" THERMO F � I PROP. R\w THERMO (TYPICAL) STANDARD VT DOT "STOP SIGN 30" 1 W 2 4 STOP BAR THERMO INTERSTATE EXIT ,o MATCH EXISTING STRIPING W/4 II-1tKNIV PROP. R\W I 0) cl JO DWI YELLOW CROSS BARS 2' WIDE 12' APART. C /C W/4"THERMO RAMP a N, W/4"THERMO TO STA. 54 00 W/2 5 Tk )P B A D 1 P EFI DY/4" FHEPMO ,, oo _ [ .. 9+ ) 4=18+t t5i ) I c� •♦ C �► — — — — — — Y 4 "THERMO / -------- _ DY/ 4 THERM J W/24" STOP BAR THERMO I; N ' v SIGN ' \� b I (/) / `W 4O " THERMY cn a n 10 4 0 C /C Z LhLL u., 'J Q `- L ` I STANDARD V—DOT Z S TOP I N 30 — - � L � D Lu ZV 5.59 / � 9 "gym Lz III � � — ,�—i► � l �:;0 z� v � -- --EL I_ ; L rn I n gM E� E v 662 46 TI-�WE �T C )E NE R OF THE SOl RIDGE AEI )TmP ll O� SOUL TH B R T. 81. RT 6C,9 (ROSSING S N ON HE EVEN � A TJONS SH'� T BELnW TNI`a Rt AN At�E T 443 F ,_ USES ESE VATIC N �,. i d � 0 Ln Q F- 0 L J z a o CD C_TnP PAP I IT,l!Prf) / >CD I TH F P nA n —7I A I I A �`� 1 I A n I ILL i I t I r-- FLYING— J TRAVEL PLAZA I� __ �-� r� [_� r" 1 L I I �C, i �� STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA / I I kV/ I I I i.,. I f I \I I I U I` i ,..... �,� o STRIPING & SIGNAGE PLAN VA. RT. 669 10- r--R A PUT(- cr A T >♦ I_ Ham- --a - sociates,Inc. �' 1-8&%1&L aaiv tiJ �. caa�L P+ann.Ns/t gin«ers, iurtiwyors �� Seai Drawn DLS Project No. 6552-0-FLYJ � Q:' F- NOTE TO CONTRACTOR: 0 iS .w 60 41 a F Iv, k, �.'t[' (v1) i62- +488, ni (301) 931 -4048 dV L_ Checked CAD File No. � VDOT HAS RECENTLY OVERLAYED VA. RT. 669 REC THE OVERLAY DEPTH VARIES. THESE PLANS DO REVISNINS LJ NOT REFLECT THE OVERLAY AND THE CONTRACTOR _ \ Reviewed Drawing No. WILL BE RESPONSIBLE FOR FIELD ADJUSTING I inch = 30 tt 1277.96 Pf R CO �06M/ENTS i f Ri THE ELEVATIONS. - — — — 3/3/9' RE ASED Date r— 1 �R llfj I _: 91''�• : RE �ASEJ PER r00' — JULY,1997 - '� ) _ I 10 '17, ?-I REVISFD PER �00 P-[LBOX 678, BRIC�IAM CITY, UTAH 84302 - (80ll 73d-6d7d Scale t3 161-1 — _ _ _ _ — r r - INV. I12' 1 210.0 7,. 4QID N N CN '4 I 3' 2 W L41'f OF 1'V, P R O'V1QE NO - - r'' �DOW s-�� �_��►z �',I - 56 o�gog - _ 2�— r« GUARDRAIL ADJUSTMENT & PAVEMENT WEDGING SHALL Z l BE REQUIRED 1N TNTS AREA. JOF UNDER DIRECTION OF VDOT INSPECTOR BM ELEV.662.96 CHISEL THE SOUTHWEST CORNERSOUTH BRIDGE ABUTMENRT 669 CROSSING US RTTHE ELEVATIONS SHOWN THIS PLAN ARE 443 FT. USGS ELEVATIONS. • i • • • • -0 O 03G A Ur) COCA r o ON OF`- Rn L, 1 230 - - - ---- i DATUM ELEV 215.00 00 u1 N N 0+ 00 PR'OVID� NOSE Ek,Sr DOWN CURB RE�0 T/0NCA l0 EDP R 25 , E UI \I UI ,JL I I IL • V V I ' ..../• _ v • " EXAMINE THE EXISTING PAVEMENT DEPTHS AND WILL BE THE SOLE JUDGE AS TO THE LIMITS OF THE ALTERNATE. • • • • • • • 3" ASPHALT TYPE IM-1A 6" SUBBASE AGGREGATE BASE4 MATERIAL TYPE 1, 21-6 12" OFF -SITE BORROW MATERIAL APPROVED SUBGRADE WITH A MINIMUM CBR OF 30 PAVING SECTION FOR SHOULDER EXTEND STONE BASE ASPHALT PAVING 165 #/SY TYPE SM-2E 1' BEYOND EDGE OF PAVING 2" A SPuA T TVpC 11i _ In 1 r 6- ASPHALT TYPE BM-2 ear I � � 6" SUBBASE CEMENT TREATED BASE Ile APPROVED SUBGRADE 12" OFF —SITE BORROW MATERIALS PAVING SECTION FOR TRAVEL LANE WITH A MINIMUM CBR OF 5 PAVING SECTIONS WITHIN VDOT R/W N TS PAVED SHOULDER DIRT 6 12 SHOULDER a• .EXIST, OFF -RAMP PAVING EXIST % GROUND e� \EXIST. SHOULDER 4- TYPICAL SECTION PROPOSED RAMP WIDENING Nly GRAPHIC SCALE 30 0 IS 30 60 I inch = 30 ft. O N N N N 1 +00 CROSS SECTION STA. 1 +00 SCALE: 1'-30' HORIZ. 1'-5' VERT. oC 061, ,12' TRAVEL LANE SEE PAVING SECTION DATUM! ELEV Z10 00 1 +00 CROSS SECTION STA, 2+00 SCALE: 1'-30• HORIZ. 1'-S' VERT. 4' DIRT SHOULDER /6 VED SHOULDER SEE PA CTION 'INK Harris,Smariga&Associates,Inc. 01"Ma' Planners/Engineers/Surveyors 120 41 East All Saints Street, Frederick, MD 21101 (301) 662-4488, Montgomery County (301) 831-4048 RE\ASIONS: 8/27/96 PER CO. COMMENTS 7/16/97 REV. PER VDOT COMMENTS R /1 R /4 7 RF V PFR Vn0T (-.OMMFN TS rop e INK 2 220 210 DATUM ELIEV Z05- 00 O ca I� O N N N 0+00 1+00 CROSS SECTION STA. 3+50 SCALE: 1'-30' HORIZ, 1"=S• VERT. 220 210 DATUM ELIIEV ?00 00 cD N O (v O � N N CV 0+ 00 r r i NN r— `\ t R H t T F C/ S PZ.BOX 678. BRIGJf AM CITY, UTAH 8430E - (801) 734-6474 1 +00 CROSS SECTION STA. 5+00 SCALE: 1"=30' HOR1Z. 1'-S• VERT. FLYING—J TRAVEL PLAZA STC IEWAI_I ►IAC!STERIAI D!STPIf T FREDER!CK CCINTV \/10!`IAl1A Drawing TiVe 1-81 SOUTHBOUND EXIT RAMP WIDENING Seal Drawn DLSProject No. 6552-0-FLYJ Checked REC !CAD File No. Reviewed Drawing No. Date C— 14 APRIL, 1996 Scale 1„=30. 14 OF 16 0 d) II II LAJ Ln Q m Z uJ N co a / M O ry a FUTURE ZACHARY_ � D mr1 x J OCCUPANCY, ZACHARY ANN LANE HALL BE _ ' TO THE SOUTHERLY PROPERTY LINE OF PHASE A16 LANLzPARTIES TO BE DETERMINED. ANND D+ , �' W I �rnQ, EW-1 M 60' R� ) 'D MOUNTABLE CURB FOR EMFRGEty Y VEHICLE - I- o o D J ACCESS ONLY c`� -- - - -- -� ss - - -- - _- 7T7 ool � �..-•�. 09 I - ,_ - - ,, 461.49 00, H H H c' H H H Y SEE DETAIL - - - - - - ,. EX. UTILITY POLE 1 T E H D Al - i - -SHEET - r' ' "' ; , -1 (,11 I > TO BE RELOCA TTED• 35,'BRL` " I ® 1_j I �' .AS NECESSARY-' . - - - - - - - - - N - DD O L 6�� L r .. • I PER U TILI,TY ,4 o -1 ® COMPANY NV =2 1 'tip �� FHT'-6 f SEE '.E Q.AD WIDENING ; Z_. ROCK FACE 1"/1• SPLIT RAIL FENCE -C' SIGN PJ_AN Ff� 669 R A) CIO PVC a NV_=193.5 I I I III 1 5 R rT,1 SEL SIGN K EL HOLDNIG POND UTLET STRUCTURE Q1 EE DETAIL• SHgT)� I 01 R oo ; O � �� a 1 I 70 ; WATER °� �R SW-2 LOADING SPACE D ➢ EN<r t 2'x 50' ° TRASH DUMPSTF, I -- 1 '� ..✓' ° I ; ° COMPACTOR & PROPANE O � ° TANK ENCLOSURES 0 / • • - _ . O!' lb O O D Ln p r, I D g`x 6 - ,, 9A 8"PVC I� I FH T 6_ _-- - 1 t o o ( - D NV RV �,� j J 0 Z00 - — I R ACE - - t 209 16 LOADING SP 20'x 95' 1 W �- s I x a x X JWI r ��0=C�+ C/0 PLANTE 20 0 -- �' _ Cr+ W x 8" - p �q - TRAVEL -� �^ X 2 ��_ � � � l ^ 0 DD �ZD Z - -- - - - - - - Z S T- T_ <o NV._ �� �° GD Y b PLAZA p C 211 95 00 N—r O Al 10 l'P I 1 C/ I / C/0 O f D - I 1 v o 'D I 10 L C4.II 4 w `� L15R208 "I -� RIPRA 50=8 �� NE t �1�,5 [� ' i I C ' .M� 18 THI OVER r . , Q - - , 1 - % .46 FILTER F RIC NV XIS u u LE 03.35 4" /p ° ° - v ! ry t �' i \ C © ' R U ES TO BE EL A D « C/0 Y AN ) I B j- lL C/ SMH-1 - I I T _ R ( C/0 INV_= , ► lTl 4 APPARENT V.P.C. --�`PROP. /0 I 210.5 .1�' G� -INV.= 2M09 I X Q it ESMT. WD I NOT DEFINEDQ 7,74 ; -1 ( )0 ES —2 I t DB.164, PG 66 (TYP) O T ti. j P 3 R p P /� 1 C I I 0 - Z ; MH-`IA l P SS •� V s G I, 20 0R 1 CMP R O R R He A 28 G INV. - 4 ! S j N TE 4`RC N -10' ! r� �I p ➢ 0 f H c m. 8X 6 - -_ H I R PROP. b G \ <➢ O� n :•,., / 1 LIGHI T) _ 6 G Q' E G - l 1H _ r n OIL ROW R ® R ® R vz ; H r 3 ,R .= Mi ,. H H H r O R I �,._' 3 Z v 4 - - i -- 69 28 LIMITED Rdo�oled P40 Pow$ (typ) - R � D Z ACCESS LINE L�— — — — - A ,• — S 11.1 z'48 W WELL HEAD PROTECTION �EASEMENT SOUTH BOUND - �VD BANES �� --- -- � R O U Tr TE R 0 U rE 81 RIAL HWY.) �DTH R/W AAB OLUTELY NO WORK IS TO BE PERFORMED 3, PO 48 WITHIN THE INTERSTATE ROUTE 81 RIGHT - OF BEFORE A PROPER PERMIT 306, -WAY LAND USE /Tvj PG 374 HAS BEEN SECURED FROM VDOT. THIN BRANCHES OF DECIDUOUS SHRUBS BY 1 /3 (NOT ALL END TIPS) RETAIN NATURAL SHAPE. PLANT SO ROOTBALL IS 2-3" ABOVE FINISHED GRADE. REMOVE ALL OF WIRE AND NON -DEGRADABLE MATERIALS BEFORE BACKFILLING. TAMPED EARTH MOUND TO PREVENT SETTLING 3-4" HARDWOOD MULCH 3" SAUCER -TAMPED TOPSOIL ROTOTILL ORGANIC MATTER OR TOPSOIL INTO SUBGRADE. BACKFILL TOPSOIL FREE OF DEBRIS. TYPICAL SHRUB PLANTING N TS 24" HARDWOOD STAKE TURNBUCKLE RUBBER HOSE 16 GAUGE WIRE OUTER EDGE PLANTING PIT TYPICAL STAKING LAYOUT N TS U `��- MAINTAIN LEADER PRUNE OUT 1 /4 TO 1 /3 OF GROWTH REMOVE DAMAGED LIMBS. MAINTAIN NATURAL SHAPE. TREE WRAP TO SECOND TIER BRANCHES. WRAP ONLY SPECIES WITH THIN BARK �- RUBBER HOSE TURNBUCKLE & 16 GAUGE WIRE. REMOVE GUY WIRES WITHIN ONE YEAR. / PLANT SO THAT ROOTBALL IS 2-3" ABOVE FINISHED GRADE. REMOVE UPPER 113 OF BURLAP, ALL WIRE AND NONDEGRADABLE MATERIALS BEFORE BACKFILLING 3"-4" HARDWOOD MULCH COMPACTED ROOTBALL SUPORT PAD 3" SAUCER -TAMPED TOPSOIL 24" HARDWOOD STAKE ! ROTOTILL ORGANIC MATERIAL OR TOPSOIL INTO SUBGRADE BACKFILL WITH TOPSOIL FREE OF DEBRES. TYPICAL TREE STAKING N TS PLANT SCHEDULE - ON -SITE LANDSCAPING WILL BE MAINTAINFn WITH I IVINC: PI ANT MATFRAII K COMMON NAME BOTANICAL NAME QT. SIZE REMARKS O - RED MAPLE ACER RUBRUM 13 12'-14'H T. 2-2 1/2•'CAL 8 & B r) DWARF WINGED EUONYMUS EUONYMUS ALATUS COMPACTUS 6 15"-18-HT. # 2 CAN • SCARLET OAK QUERCUS AGUTISSIMA COCCINEA 8 10'-12�1-T. B& B — 2-2 1 2"CAL DOUBLEFILE VIBURNUM VIBURNUM TOMENTOSUM MARIESII 18 2-3' HT. B. R. SHOWY BORDER FORSYTHIA FORSYTHIA INTERMEDIA SPECTABILIS 132 S-4" HT. 8 & B WHITE PINE PINUS STROBUS 76 5'-6'HT. B & B LEYIAND CYPRESS CRATAEGUS 18 5'-6•HT. 10 GAL. X CUPRESSOCYPARIS LEYLANDII EASTERN REDBUD CERCIS CANADENSIS 56 5'-6'HT. B & B D PINK FLOWERING DOGWOOD CORNUS FLORIDA VAR RUBRA 11 5'-6'HT. B & B O "SKYLINE" LOCUST GLEDITSIA TRIACANTHOS "SKYLINE" 20 2-2 1/2-CAL B & B O INEWPORT' PLUM PRUNUS CERASIFERA "NEWPORT" 5 4=4 1/2'CAL B& B H CANADIAN HEMLOCK TSUGA CANADENSIS 29 5'-6'HT. B & B OW WASHINGTON HAWTHORN CRATAEGUS PHAENOPYRUM g 2 1/2--3-CAL B & B OA AMERICAN HORNBEAM CARPINUS CAROLINIANA g 5'-6'HT. 8 & B PLANT SCHEDULE - VDOT R.O.W. WM. PENN. BARBERRY BERBERIS X GLADWNENSIS 'WM. PENN' 20 18"-24"HT CONTAINER O DENSIFORMIS YEW TAXUS X MEDIA DENSIFORMIS 2U S-3 112' HT. B & B CRIMSON PIGMY RED BARBERRY BERBERIS THUNBERGII 'CRIMSON PIGMY 35 15•'-18"HT B & B s •40 " W L1M,T OF •�� r-0 SEE RAMP 4 3$ ITE GCS LIN s 15�.73� PRJAQE NOSE Vu I WIDENING PLAN .. DOWN G1r - `1 p ,,� I � d 4 • wq�a� PROVIDE NOSE fk1� DOWN CURB RftOCgS/GAI D pfR WED a� 1 V I _ _ __ -.- OJMMAK AfWSTVEnr ��-. i -� - I,- 14 t MAWhamdT ,I OQmG SHALL i�YlVl _ � .._ - 9E I OLMD IN TWS AM A. UNDE► 01MCna• Of YDOT I a► INSPECTOR BM BM ELEV-662 96 CHISEL AT I �6 THE SOUTHWEST CORNER OF SOUTH BRIDGE ABUTMENT OF I ' RT 669 CROSSING US RT. 81. it THE ELEVATIONS SHOWN ON THIS PLAN ARE 443 FT. BELOW I USGS ELEVATIONS, - I IL • -. is NAG. DA BASE 810 COMPLETE Z REMOVEL & REPLACEMENT NI ALTERNATE NO 1 - MILLING OF EXISTING PiVEMENT AND A 2` OVERLAY'FROM STATION l� T + I 10+50 TO THE WESTERLY BRIDGE / ABUTMENT OF THE U S. RT. 81 - NmncF. THE VDOT-INSPECTOR"WILL GRAPHIC SCALE 50 0 25 50 100 I inch = 50 fL. 200 Harris,Smariga&Associates,Inc. Planners/Engineers/Surveyors 4 F :•,t All Saints '•;tr��rt, t re.ieu;. k_ MU 21 7C11 (301) 662-4488, Montg0Mt-ry t ourity (301) 831-4048 REVISIONS: 8/29/96 PER COUNTY COMMENTS 6/26/96 6/18/97 REV W.W.T.P. LOCATION 1/26/97 Revised plontings near the tonk form area 3/13/97 Revised 7/16/97 REV PER VOOT COMMENTS 5/7/47 RFV W W T P 1 (1CA-nON R/1R/Q7 RFV PFR VnOT ('ODUFNTC 5/7/97 REV POND HOLDING LOCATION <°(,qnoOP tel:„l l.ff,s'.t 4 Oej� l /17 12' TRAVEL LANE SEE PAVING SECTION +.J� 4' DIRT SHOULDER f 220 6' PAVED SHOULDER f SEE PAVING SECTION 218 FLYING—J TRAVEL PLAZA STONEWALL MAC!5T'ER!AL D!STRICT FREDER!CK CCUNITY• ARC!N1!A lnr--w;ng Title - LANDSCAPE PLAN Seal Drawn DLS 1Project No. � r � c I i b55L-U-hLYJ ! /� V REC I Checked CAD File No. ° Reviewed Drawing No. Date - 16 APRIL, 1996 P,O.BOX 678, BRIGHAM CITY, UTAH 84302 - (801) 734-6474 , Scale 1••=-50• 16 of 16 EASEMENTS CURB & GUTTER BUILDINGS SPOT ELEVATIONS 300.0 30,M SOIL BORING CONTOURS STORM DRAIN 0 SANITARY SEWER SS WATER LINES W UIG GAS.ELEC,OR TELEPHONE —C,E,T, —G.ET, OVERHEAD ELEC, LINES -- DRAINAGE FLOW & DIRECTION MANHOLE INLETS :==-o PLUG OR CAP WATER VALVE FIRE HYDRANT y t UTILITY POLE LIGHT POLE 0 SANITARY SEWER LATERALS n N., WATER LATERALS 0 REDUCER FENCE x CONCRETE LIMIT OF CONSTRUCTION SILT FENCE EARTH DIKE STRAW BALE DIKE Z)lAft., rtVLM/AL UK LVI-AL Ktk.7ULAIIUNb AFFLIUAbLt. IN IHt EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, FLY[NIG J INC. SPECIFICATIONS OR PLANS, THE MOST THE -SHALL GOVERN. 50 WEST 990 SOUTH V2, ALL CONSTRUCTION, SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH BR`IGHAM CITY, UTAH 84.302 ADIANISTRATION AND VOSH RULES Ai';D '>,,,EtQLATIONS- V3. WHEN WORKING ON VDOT RIGHT OF WAY, A! - L TRAFFIC CONTROL, WHETHER PERMANENT OR T * EMPORARY, -.Hi"dd, BE IN, ACCORDANCE WITH THE CURRENT EDIT4ON OF VDOT*s WC:�+: Af`;A PROTECTION MANUAL. PREPARED BY. FURTHERMORE, ALL TRAFFIC CONTROL Fa ,GGERS MUST BE CERTIFIED IN ACCORDANCE WITH VD•OTs JANUARY, 1994 (OR LATEST EDITION OF) ROAD AND BRIDGE SP_ECI FICA flONS, SECTION 104 04—C. V4. DESIGN FEATURES RELA:nNc TO CONSTRUCTION OR To REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT HARRI:S,SMARIGA ASSOCIATESINC, V5, PRIOR TO INITIATION OF WORK, CON'MA(,-',O,-- SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAP,t) USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. ENGINEERS/PLANNERS/SURVEYORS V6. IF REQUIRED BY THE LOCAL VDOT RE' _;IP,iCY OFFICE, A 41 EAST ALL SAINTS STREET PRECONSTRUCTION CONFERENCE MUSi BE ARRANGED AND HELD BY THE - ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND FREDERICK, MD 21701 VT PRIOR TO INITIATION OF WORK (301)662-4488 - V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 0) N SI TE (PHASE 1) ail "vcl.,, 6q \fit (PHASE 11) Pyj ",4 rz mac, \1 I -rV k A A 0) M, A /-VVV V& THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE A(7CFqS TO THE PROJFCT FROM THE A0JACFNT PUBLIC` IC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC, 3,02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE 15 ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. Vl 0. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE MINIMUM 36 COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. VI 1, ANY UNUSUAL SUBSURFACE CONDITIONS F.NCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. Vl 2. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE INSPECTED AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. Vl 3. ALL ROADWAY FILL, BASE, SUBSURFACE NiATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED'IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT OF WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL 'BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A COPY OF ALL TEST'S SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. VI 4. VDOT STANDARD CID AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSARY BY VDOT INSPECTOR. Vl 5. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT OF WAY SHALL MEET VDOT 11 rICS11'11,AK 1 CTInADr-IC AK,n IC TUC rIOC-O'C 017COrNklCloll Ity Vl 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT OF WAY MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND "TOTAL PRICES MAY BE OBSCURED. V17, PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VDOT's DISCRETION, BY VDOT ON, AN ACCOUNT RECEIVABLE BASIS. SHEET INDEX C-1 COVER SHEET C-2 & C-2A GRADING PLAN - 50 SCALE C-3 DETAILED GRADING PLAN - 20 SCALE C-4 & C-4A DIMENSION PLAN C-5 STORM DRAIN & UTILITY PLAN C-6 STORM DRAIN PROFILES C-7 UTILITY PROFILES C-8 SITE DETAILS C-9 VDOT DETAILS C-9A VDOT DETAILS C-10 SWIM DETAILS C-11 SEDIMEN,T & EROSION, CONTROL PLAN C-12 SEDIMENT & EROSION CONTROL DETAILS C-13 RT. 669 ROAD WIDENING PLAN C-13A RT. 669 ROAD WIDENING PROFILE C-138 RT. 669 ROAD STRIPING AND SIGNAGE PLAN C-14 1-81 SOUTHBOUND EXIT RAMP WIDENING C-15 ZACHARY ANN LANE (NOT IN CONTRACT) C-16 LANDSCAPE PLAN APPROVED BY THE ZONING ADMINISTRATOR ii ' 11 ry Lo FINAL SITE PLAN ul APPR()VED DAI 0 AID 6 IV.,, IT TMP�� ((A)) j I IIJ(1F^�v�J(ILACHARY �� ���tAV, r(7(n-4 NOTE. PRIOR TO OCCUPANCY, `tACHARY ANN LANE WILL BE �D Z m iv D x RLl/T H/LL OF�C/�If�D, /NC GRADED TO THE SOUTHERLY PROPERTY LINE OF PHASE A ANN L... A' `� AI tl NIF F ONE BY PARTIES TO BE DETERMINED, -1 if AG - D J EW D D QB j7,3, PC, 496 ,�'NF/EL D ) /1. CO / 1 ,, R/W 1 z rn T AORIML TU/�AL (E ( d Q > N I�SE. I/AG�4N g z N ZONED X 2 022 HP 03 — 00 -� 1 + 90 —x �p I C g� ' T- i �0 x 94 — _---T�"- 02 I ' y LITY POLE T H D AI 0 ;', SEE E AIL _ — _ _ - -- — — m o I i TO BE IRE RELOCATED EMP. - _ Q A r S 35BRL 1 17 v r AS NECESSARY c 02 - — — l'4 - 00 , ''I' L / rn W h C PER UTILITY > — — �' / N � � >> -� � COMPANY — I I EW-2 NV =2 1. o % SEE ROAD WIDENING M1 ROCK FACE 1 /t', I �° P� AN FOR RT. 669 I SPLIT RAIL FENCE _ � =` A O � SIGN 0967 O Q� I t I SITE ANALYSIS (PHASE I) PROPOSED SITE AREA = 25.06 AC. \ f J M .100 0 ° ry I _ PROPOSED BLDG. AREA 0.420 AC. C v N } D FLOOR AREA RATIO 0.02 AC. CIO Q o X09 6 `� BSI _ (� PAVED AREA - 8.346 AC. \ I I oPROFILE A) o� ?Q rt .�-� AREA C 8'SD ( 00% `� 09� �' �} O N. 3W3F•i-I(( )HALL FLYI C J y1J _ T 1 FLYING- - I - 09 , ® 1 PARKING SUMMARY: ' 6 INV.-193.5 ,� I r - 5 _ oD \ / - 1 1 = RESTAURANT Isp/100 sill � 1 p5� ! 1 0 I. 1 6 6404/100 - 64 SPACES \ Q I - N K lg = FAST FOOD RESTAURANT 1.4sp/100 sq.ft. x93 x '� ��� \ S �� (� 732/100 11 SPACES UEL OLDING POND _ _ � I ,� 11 = 7 PA OUTLET STRUCTU � 5 � �� � RETAIL & PERSONAL SERV. Isp/200 sq.ft. 369 200 5 SPACES 1�2 (SEE (DETAIL SH 93 93 1025 10 10.5. 0 ,ANS -9 ` TOTAL REQUIRED SPACE= 132 PROVIDED PKG: (-/O /;�o j � Naj0 t �' �� r = 131 ® 12'x 65' (TRUCK) I W TER 35' (R.V-) `� � -� LOADING SPACE 10� I x - 7 ®10'x � MEN '♦ 12'x 50' a3 ---- i� 0 r 87 ® 9'x 20' (CAR) v v -- . 1 7 0 � �, , , I I S 6 09'x 20' (HC) S►GN AE / 7 b p g I� O ,J A o f s W ° ''� 11 r O ►a 1 MPSTER I -- 1 C4 tp 11 Z �O S \ I I 96 3 / / RAP CTOR do ,PROPANE x o X x 15Q 1 o I 0 �� O TANK ENCLOS► KS t_ 14� g I v' z ti ry `. Q,� EXISTING ROADWAY , - - 11 8" 1 3 x 147 I I —CD z -� — NEW CONSTRUCTION --- - --- I . oADINa° ` m 1?l N -Tl G SPA t .3 y � RV > I 6 L I '� r' 4 { 20'x 95' x x p ��,_ i I L O 6 9552 96 4 I m � SHOULD —.-x / f '� C N � NEW ER V. O Xc n TRAVEL z T 1 12 2 2 � I p a r --- j - II ,t I _ . II I l '� LL 0 ip PLAZA' f(-DnI Co 10 LF CsIT 08 32 � 1� �,4I2RIPRA0=8". M L E T 1EOVER FvLLJ, Q FILTER F RIC \> 00 I I I I .- 95 U11�110 ES TO EL A ` �js I I ��, 1 I Y PAN T ) I C/0 � I �� I 1 SWIM i i I I C/ 1$ I D I 3 11 I, POND I I I I I— 4 INV 13 APP RENT N.V,P.0 -114 I L X i PR ES-1 I 1 i i j ESM .. (MADTH NO DEFINED) DID T� � 0� � 9�' � 207. 4 1 I DB. 64. PG.366 (T + Z I I I 04 N d p — C N 1 __ � LIHTIA -�-4b r, 08.7 212 �L ' I 11 f � O CMPt;t - t5} r' j 1 x 206.2 -192 194 a. --` --.» � \ � \ "-- pF 9p ql�l � - �7_1i__ ,� �-`— — I / 0 � 1 , \ I I �� i I 1 1, i 1 I I I 1 I PROP" S _ x L= 1 92 11 7 7 - BR1_ LI 4 425.74 0 - (T� > 50` q o - - — — r , --- I • --._ T� 88---""•,..,,� ; Y , _ � t 202 £ , a y 10� 14, 4 `-~ 198 20� .� . - W -- - -- 4 4 73 R . 1 - ; 4 19fi I , fi , - - - - - - - _ -" 1,44 _ 6� �-.R(3 -' �NF 4 F fN�ESs 8 L- 4 192E r o - - �. ----__ 8 --_ P oPos 69, 28 \ 1 — -� z o6 �►. _------.� --- SEE - R R ED EASE►►rENT LI►u�TED ACCESS _ ` 1`Q ALj EGHEN p� _ y 2 �04��^ _ Z� 20 / W r S ------ 1 _ - _ _ - - --.-- -_ -- - - - - - R lfNE - - 0 � . �, LINE 5 10.40' 2 !4I r uulTEo ass dwq°E No WIDE G P N - _ 50.7 - - - WELL HEAD DO - i-' ' o-�� - - S 11 12 48 CURB _- 1 � � � o R k/Sr Pf20TEENT - 25 PROVE NOS -- _ EASE a« y �' r _ e�OCq £0 prO a 1 , i i - ) GUARDRAIL ADJUSTMENT r BE REQUIRED IN THIS ARl ~X DIRECTION Or VI � BM �L ' srecree EV 662.96 CHISEL AT THE SOUTHWEST CORNER OF GRAPHIC SCALE SOUTH BRIDGE ABUTMENT OF _ t so o RT 669 CROSSING US RT. 81. NS SHOWN ON INTERSTATE ROUTE Q 1 t ` ~ - RE 443 FT. BELOW USA . ELEVATIONS. VARIABLE (ARTERIAL HWY.) IN FEET -- t6 �. 1 r �S , BLE WIDTH R I inch �, -k. t /�l►/ ABSOLUTELY NO WORK IS TO BE PERFORMED ���N� DA PLAT BOOK 3 WITHIN THE INTERSTATE ROUTE 81 RIGHT-s: BASE BID - COMPLETE T T DEED BOOK G 48 OF -WAY BEFORE A PROPER LAND USE PERMIT �� - REMOVEL & REPLACEMENT DE 306, pG 37 HAS BEEN SECURED FROM VDOT " .�, a DEED BOOK 286 4 ` TMILLING� NT - ALTERNATE NO_ t - MI Ln G MILLING O 4 78 Q ,., / OF EXISTING PAVEMENT AND T A 2" OVERLAY FROM STATIONY � II 00 12416 P FLYING—J TRAVEL PLAZA 0�2l '` STON`INAI l MAC!ST`oinL cw D!STP!CT ronEw COUNTYVAL �nonnnn (Drawing Ti+taLLI 1 I Harris ,-am ariga &Assoc i a tes, Inc. �� GRADING PLAN Plonners/Engineers/Surveyors CD 41 East All Saints Street, Frederick, MD "21701 $Bal drawn DLS (Project NO. Z GRAPHIC SCALE (301) 662-4488, Montgomery County (301) 831-4048 ' T r r� j / t L \ I J 655L-V-FLYJ 50 u �� 20o REVISIONS: 4/22/97 REV W.W.T.P. LOCATION \env/ J Ij�\ Checked 'CAD CAD Fite No. � 8/27/96 PER CO. COMMENTS 4/22/97 MINER S/W REVISIONS A R C H t IF[/ ��Revewed Drawing No.-11-18-96 Well site note added 5 7 97 REV W.W.T.P. LOCATION c = 50 1-26-97 Revised per County comments 5 7 97 REV POND HOLDING LOCATIOND APR( 1996 2 I inch [ t .'i/.T./q7 RF\ASFII 7 /16 /q7 VIlf1T (-.OMMFNT<, L, O 3/13/97 REVISED EL P.p.jOX 678, BRIGHAM CITY, UTAH 843W - (901) 734-6474 Scate 1.=50' 2 Of 16 a NOTE: PRIOR TO OCCUPANCY, ZACHARY ANN LANE WILL BE N/F FR�(/T / /LL O/T CIVAR,0 /N`� GRADED TO THE SOUTHERLY PROPERTY LINE OF PHASE 2 4' WIDE ROAD Z„ 4�B ��� f'G � 4.96 ONE BY PARTIES TO 8E DETERMINED. X. C+�f'NF/EL D� th LASE. �%A6� NT% ACR/CIUL IrWAL E r BONED.,• RA X -_ - -- -- - _ �^17 -------_-- - -- - ; 42Q.-aZ' c - �__ 02 r, HP03� �_g}Og-I -$+90— ` + 46 V L J�__AJ��-_J� -� ` �r -�_ _ _ 66 -1Lo --i96 X 94 —-4 02 --e _� _ _ -- - _ - -- - RE_A - T. - 0 — , _ 4 -f { r \ ROCK FAdE 1„ /}, I SPLIT RAIL FENCE } Ln -1 0 Cv 19. \ �- ���� /NESS PAR `YH HALL - - - -PAR!( I r III � � ��L�•-H.4L L BUS BUS/NE-SS f, PHASE / T _ - J 5 0 f / x93 X ;I 0 f' o UEL �OLDING POND IOUTLE`f STRUCTU 93 �y ^`a (SEE OETAIL',:SH �3 0 n TMENT PLANT PLANS I x t: N �- r� SEE THE A /7 1 0 0 l- M FOR OUTFALL DESIGN �� ego I 96 LOT o �� O� f' I WASTE W `TER � �, N fT►j L_ 00 TR ATMENT j LAN T SIGN 2 �Ilk Z %� I ° oI f - �Q \ 6 o Ec 0" oo 0 B U R� _ �� � 9 TE-{{ AREA TOODEN v� .d_ • .. I E TO Z TOURS) w `.� _ _ - - Q X �. / 1 J 92 i19- 1/ _ \ N I , RIPRAR b50=8" i 1 i 18" TH14 OVER I Q I i I FILTER F� RIC 95_ r II AS U LI Y E LI ES TO B EL CIA ED SWm ,.� Y R AN _ f Cn }, ` POND ' 1 APP RENT N-V,P,C O U �� C U R D 3 } i ; ► ESM WIDTH NOT DEFINED) _ 7 A 1 I I 1 DB. 64, PG.366 0 00 \ I I I , c� 192 4 Y 9I�I TEpACCESg �-+ p g 975- -_fi--r-_-_ 14 r 1` 14444.73_ �s_rr�_ — R - - . z. --_ -- 4 _ - _ 9 l_ - - ZU1 � 200 � [�. __ 4 _ 198 _ -�_ R196 -- - - - -- _ 3! - _ - L : 469 L�MI ACCE - " - 192 -_� 19_ 4 PROPOSED 0 190-1 - - 04 2TED 202 - POWER SLI --- - , ------ INTERSTATE ROUTE 81 2 H VARIABLE WIDTH R/Vy •' � �, I \�'`�' � __-= `- _--.-._ - --"--_-- - ---_ �-=----- --- - . _ PLAT - " DEED BOOK 3, PO 48o -- - - DEED BOOK 306, PO 374 - __ - -_-_- -_ _sou- K _ , 286, PG 478 CONSTRDUCTION PLANS - D.A. = 1965 AC. r v L_ J _ --- - - — - - - - - - I - R T i- T __ _ ' � NOTE-- "�..�� D A � ;• VDOT DOES NOT HAVE ANY LIABILITY I n f t -- - `-- _ - V X ' V ER S TA T R 0 - OR MAINTENANCE RESPONSIBILITY FOR � THE ON -SITE SWM FACILITY. _ - ---___-_ HAS BEEN SECURED FROM E S1 x• �. _ ARI ---------��------_�_ V A (ARTERIAL HWY.) NOTE - gLE WIDTH R �/ ABSOLUTELY NO WORK IS TO BE PERFORMED :;" T ` PLAT 3 / WITHIN THE INTERSTATE ROUTE 81 RIGHT- `- BOOK 48 OF -WAY BEFORE A PROPER LAND USE PER � �= P JAG HAS BEEN SECURED FROM VDOT. I~ - - --- _ DEED BOOK 306 DEED E300K 286 374 PC 4 78 - -- CD LO 4, 1 i i FLYING—J TRAVEL PLAZA I STONEIMA L A1A1IA•IIV-IICJ T1C1..R: rAILI VIJII\IVI .4A1!\iY1uY1 •In _ 1 In- wing I . .F ' p Harris,Smariga&Associates, Inc. GRADING PLAN w -- - Q Planners/Engineers/Surveyors ---- 41 East All 'saints SG treet, Frederic) , M21701 Seat Drawn- Project No. T r T-- OLs -- --- - GRAPHIC SCALE (301) 662-4488, Montgomery County (301) 831-4048 ( \ L K 6552-0-FLYJA/1I J IL— Checked CAD File No. N REVISIONS_ REC 50 0 25 so 100 200 5/7/97 REV W.WT.P. LOCATION Ln Reviewed Drawing No. 8/27/96 PER CO- COMMENTS 5/7/97 REV POND HOLDING LOCATION � T- r-- r � 9 � 3/3/97 REVISED 6/18/97 REV W-W.T.P. LOCATION Date — i 3 13 97 REVISED 7 16 97 REV. PER VDOT COMMENTS ARE HI I L I inch - 50 ft. / / / / APRIL, 1996 2A -' d /11 /07 PFV W W T P I n ATInPi 4/22/97 MINER S/W REVISIONS - - 4 cate - 2 16 a - - - - - - - - -- - - - - s -- -- P X 7 M CITY, TAH 4 O 7 4 47 .0. BO 6 8 BRIGHA C[ U 8 302 80l 3 6 1" o f 50' V ./ f O i = X i < \ �O 10 01 O I r� I t 20� t �• g61. 1: o g g0 ti �09 ,1 QD !� v \ \ Y f` cy g QD i I O - A ~ _ ----------------- - Q V' 0 CD � - 1 - - -- l �V _ - ``� 0 1 _ - ,\ --- - X 00 ` X O 1 Q cam+ W 2 1- Ln/ 11 \/ ` 0 - --- 1 N CA0 0 0 ( , \ _ ------ / (�J _� Cam•► i 00 2 o - SS tt9 \ 27 ----� Z 2 16 _ �x \ - X � \ O 1 � 10 218 7 \ - Td8 05 2 1 , 0 " i, 1 N _ �%�__-------- i 1. TRENCH DRAIN, "ACO" MODEL S-100 WITH EXTRA HEAVY DUTY GRATE. SEE ARCHITECTURAL PLANS. 2. TRENCH DRAIN, "ACO" MODEL NW-100 WITH EXTRA HEAVY DUTY GRATE. SEE ARCHITECTURAL PLANS. 3. 8" PVC COLLECTOR FOR CANOPY ROOF DRAINAGE SYSTEM. SEE GRAPHIC SCALE ARCHITECTURAL PLANS FOR DOWNSPOUT CONVEYANCE TO 8" PVC COLLECTOR. 20 0 10 20 40 k ` 1 inch = 20 ft ' O 4 W i ,C �.I D O O� z > r b• 661. cj, OZ z--j0 Cn Cf N O �'''�"" F9 U z U� 0 O cj� 00 0 i z z F-q C F`0 I M U] oZ 1100 X I� N Harris, Smariga&Associates, Inc. Planners/Engineers/Surveyors 41 East All Saints Street, Frederick, MD 21701 n`��{— i {301) 662-4488, Montgomery County {301) 831-4048 `�'V 1 so REVISIONS: 8/27/96 PER CO. COMMENTS F� �,' i r ; r- P.O.BOX 678, BRIGHAM CITY, UTAH 84302 - C80U 734-6474 &wva' II II li 111 1 I , �i I �I �I �t ImI %< Q FLYING-J TRAVEL PLAZA STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA Drawing Title DETAILED GRADING PLAN Seal Drawn DLS lPro�ect No, --- 6552- 0- FLYJ Checked CAD Flle No REC ' Reviewed ; Drawing No. Date C— 3 ' APRIL, 1996 Scale 1"-20' 3 pf:' 16 0 L0 ^II II W V Q M Z W N L L0 (0 CL c) JJ ((A)) 90 NOTE: PRIOR TO OCCUPANCY, ZACHARY ANN LANE WALL BE )RCHARD INC GRADED TO THE SOUTHERLY PROPERTY LINE OF PHASE ONE BY PARTIES TO BE DETERMINED. ;fr'/CUL TUf?AL (EX. COf�NF/ELO% WASTE WATER TREATMENT PLANT SPLIT RAIL FENUL FZACHARY ANN LANE M ( 60' R/W ) 435-18' _ --_--1+00- — W 12 77 -- _ - t2 - 14 SP C S I �U' �I I i 10, CONC. II SIGN I I I � I I I 17A I CL STA 5+ .5 J Do I a I 12' D rn I (Y ) u f I SI K A 10' CONIC LIGHTING NOTE SITE LIGHTING WILL BE DIRECTIONAL IN NATURE AND SHALL NOT CREATE UNREASONABLE GLARE ONTO ADJACENT PROPERTIES. 5.0" PORTLAND CEMENT CONCRETE (f'c = 4000 psi) REINFORCEMENT: WWF6x6-W6xW6 or 6" CRUSHED STONE VDOT 21A BASE AGGREGATE) SEE ROAD -SITE 12" OFFBORROW ERIAL WIDENING APPROVED SUBGRADE PLAN FOR WITH A MIN MUM CCBR OF 5 RT. 669 CAR/RV AREAS 8" PORTLAND CEMENT CONCRETE (fc= 4000 PSI) CREINFORCEMENT: i 4 REBAR 0 12'C-C EACH WA D 8" CEMENT TREATED AGGREGATEor _u (� (750 PSI ® 7 DAYS) 0 rn 12" OFF -SITE BORROW MATERIAL APPROVED SUBGRADE WITH A MINIMUM CBR OF 5 DEISEL TRUCK AREAS v RIGID0 CONCRETE PAVING NTS �T = V ' 1" VDOT SM-2A WEARING ASPHALT v 2" VDOT SM-1 BASE ASPHALT 12' CT)�E S A ES Y) - I I o ap n 2" CRUSHED STONE m C --I VDOT 21A BASE AGGREGATE > LOADING SPACE I I _ 12'x 50' Ln I m n UD APPROVED SUBGRADE h n a 10" DIRTY TAILINGS _. ® o - a O n > 70 LIGHT DUTY PAVING t O 0 $ 10 �b I z p TRASH DUMPSTER ��:%'.. "J C�/tG��V Ir COMPACTOR & PROPANE o 2" VDOT SM-2A WEARING ASPHALT TANK ENCLOSURES � R I OIL I ; - - I O rn N 4" VDOT BM-1 BASE ASPHALT 2" CRUSHED STONE NC 0 Z -I VDOT 21A BASE AGGREGATE _ I 0LQGo LOADING SPACE I APPROVED SUBGRADE o �(- O I I Z f�1 10' DIRTY TAILINGS i I f 20'x 95' � I''� � -_- -_ -- _-_ _._ I I HEAVY DUTY PAVING I x �x x C I fV 12' Q �{?X -` x — x — X i 0< CD I W ( Y .) 22.23' 20' U' 2�, n I n M 1 sP C s , I D D z ON SI TE 48' r J A I, 0 PAVING SECTIONS CL.STA 3+05 0) D m+ NTS jI D�� I l .d ✓ D I 12' - -- - - — i1 S AC S c' I D cr l I rn x C rq 0 0 _ F- 1 5' ��__4� 00 ." `' � SIGN L `, I � —I ` p 9 C 0 POINT OF DIMENSIONAL 284 93" uJ AF D (� REFERENCE WITHIN SITE z� �j II i = AREA = FACE OF CURB. J PROP. 2« 1 1 12 12 o - rri D rI WI � -�- t� �+ I- - x LIGHT 0 J (1'{P.) of 1 Gn 6" CURB o 0 72.38' Q, WIDTH (TYP.) a � SIGN - I = POINT OF DIMENSIONAL I j A 7 R S A E ,�, I i REFERENCE FROM PROPERTY 20 I /p. 9 cD �7 In LINE = BACK OF CURB. J O f _ I Z E - GUTTER PAN 70 w ON -SITE CONC. CURB I t� E A g g g 4� �, 25 S AC S ( Y .) � N 4 N TYPICAL DIMENSION I UI 1 I IJ/ rr� I III I ;,A I 48.67 `' I DETAIL _- -- - 2 1 1 } 1 PR ao G 0 0 (9 ) 11 S S 31 79' 9 ` ., 25 I NTS } YP) 2 __- _ N • I 444 A I �a CI rq - - -- '� TO A 46 OSED EASEMENT 28' L►MITEp ` -- � I " __._._ � �� � �' • l � �,� 1 1 1 LLEGHEN Y pOWER ACCESS I — -- -- �-. ; • - - — a '• SEE RAMP 1 � 47 8' LIMITED ACCESS LINE S 10�40�26 w LI T OF �DO II l S 1t't2 48 W WELL HEAD 4 3 150.73'PROVIDE NO � I �� I � � WIDENING PLAN PROTECTION DOWN CUR o. A I I PROVIDE NOSE EASEMENT P„a , I I 0 ,• DOWN CURB R t()c 4 t n `_ TO I _._ _ - - - - _ _ _—- �(�UT� - _< 0U TH SOUND UN RAIVIF - - - - - a� - _ noN - GUARDRAIL A"n \` _ - , qOp� SOT _ 1 \ __-._- --__ 3 PAVrAAENT gETX;rIC SHALL '"' lI ____ _._ ee RewIRLD w THIS AReA �, c =-------=;•-`_, �O C (A�e (12COC�ri "'---`---_ /^, � f (` -�-- UNDER OrtiEC110N OF VPOT \ '�'� �- � - - -`1, V (_ F INSPECTOR \ . ��}'. _- "'�' - O/C` ( r. - _ TE BM ELEV-662.96 CHISEL ATTHE 1�1O SOUTHWEST CORNER OF 12' TRAVEL LANE SOUTH RIDGE ABUTMENT OF SEE PAVING SECTION RT 669 CROSSING US RT. 81. J II INTERSTATE ROUTE �- - - - THE ELEVATIONS SHOWN ON (ARTERIAL 8 --- - �,.THIS PLAN ARE 443 FT. BELOWH V yyY� US'.S ELEVATIONS. ARIAgLE NOTE -,t�LI WIDTH p�tg \,\ ABSOLUTELY NO WORK IS TO BE PERFORMED PLA r BOOK WITHIN THE INTERSTATE ROUTE 81 RIGHT- ~~_ DEED BOOK 306 PG 48 OF -WAY BEFORE A PROPER LAND USE PERMIT � �---_"` „��� �� ' � ,+,` '�! � BASEBID -COMPLETE DEED PG 374 HAS BEEN SECURED FROM VDOT. _ _ - _ Hl II REPLACEMENT ED BOOK 286 - �� „� I t REMOVEL & 4 78 ' _ PC, ~�fACD ,�1 i 0 ALTERNATE NO, 1 - MIWNG 2Y�� \ O OF EXISTING PAVEMENT AND I SIGNAGE: -- n A 2" OVERLAY FROM STATION ':: S��NAL ` FLYING—J TRAVEL PLAZA a �1�5^S N'v� i':'v'�i� :':' T"IC r_v1111a:v ~L OVAL m 1 n r •1 0? BE 4Ppp0�n av THE crOARn OF ZOtilrlr_ eppEAL r rnur.,••, ..v.-rr n.., n.ern«..T rnrnrn.li r.n. u.ry ..n r.,.n. ^, •• m-awing Tile � > [BOARD FOR A VARIANCE. 2. SIGN 'A' FLYING J PLAZA & COUNTRY MARKET SIGN. HarrlS,Smariga&Associates, Inc. DIMENSION PLAN N I Planners/Engineers/Surveyors SIGN (` FLYING �TRA\/CI PI A7A ;& r.eenl Inlc DQI(`p CI(:nl 41 Eat. All saints Street, Frederick, MU �17u1 r� -- — .— Seat Drawn DLS Project No. 0 SIGN 'AF' COUNTRY MARKET SIGN. GRAPHIC SCALE (301) 662-4488, Montgomery Col,nty (301) 831-4048 T r- 7 WtL�Lk 6552-0-FLYJSIGN 'L' CAR & RV DIRECTIONAL SIGN. / So o l0o REVISIONS: Checked:CAD'CAD Fite No. SIGN "K' TRUCK DIRECTIONAL SIGN. 200 5/7/97 REV W.W.T.P. LOCATION in 8/27/96 PER CO. COMMENTS 5 7 97 REV POND HOLDING LOCATION n T - - Reviewed r win `n SIGN 'T&U' SCALE DIRECTIONAL SIGN &PATRONAGE SIGN. / / nI D a g No. �SIGN 'Z' SCALE SIGN. 1/26/97 Revised County Comments 7/16/97 REV PER VDOT COMMENTS(2) K -{T1 inch 50 (}.3/3/97 REVISED 11 C y ate - 4 d /77 /07 GC e�l \/ W W T ID i nee nnAPRIL, 1996 I n - - - ...—-------- --- ---------- -- - _.. - - --- 2 97 MINER REVISIONS - - tale 4/ 2/ S/w P�.BO�C 678, BRtGHAM CITY, UTAH 84302 t80U 734 6474 � s - 1"-50' j 4 of 16 I & 0 u m 0 ii c� 3 0 w V) Q m CD z w N U-) cfl d r 0 x a ----------------------- 11 111 1, -- -- TMp JJ ((A)) ZACHARY FUTUREr-F�Z I z D X NOTE: PRIOR TO OCCUPANCY, ZACHARY ANN LANE WILL BE rn N F FRU/T f�/L L 019CHARD, INC GRADED TOO THE TOSOUTHERLY PRTY LINE OF PHASE 7 - - - - - DAts ANN L ANE I I D II x7 N— B 37,3, PG 496 E"` 1 - ""° A EX. CO4'NF/ELO� MOUNTABLE CURB FOR �OVOT -Z (60 R�W ) + tD AGI9/CUZ TUF>' L 0 > N VACAN7 EMERGENCY VEHICLE SMT -- I® o z ^' ZONED. RA ACCESS ONLY. -- 43`J. � $' -- --` - � � z • -- + TEMP, 35'R 461.49'-- — - - +-- -2 +ee --- --++ 00 CULDESAC - - I -- SEE DETAIL — E UTILITY POLE — woT so TRENCH DRAT — — SHEEN -- — — — — —� I /TO BE RELOCATED -EsMT _ _ I _-S „ -- ` ^ , / A 35 BRL w AS NECESSARY ESMTY �-�' A�0"-MODEL , ;v ^� - - v_ - -- �- / NW 10� '%` I KlI I� PER UTILITY COMPANY i 8 V P VC J9 li _ [W-2 INV. = 20t . 5 " E C �' C/o °j I +.SEE ROAD WIDENING SPOT RAIL FENCE �✓ROCK FACE 1"/t, \ � _ I = ,i AL'ri \ � � j I ` '1 SIGN < (CLAN FOR RT. 669 Ar C/o I �t -� IN = . 207 ss 4/ � GIB 7.0 - �I, r A CIO - - - (PROFILE qq C/o - c,, - I , .� INV. \ D 8" PVC 207.57 x co INV. =193.5 1 - 5 I 209 50. 1 SIGN K ' - � � ANS SW-2 208.13- WATTE WATER a I LOADING SPACE ' < V <10 - 0 V) n i rr C�.[4 TREATMENT 12'x PILAN T SIGN C/0 e e 0 0 e`` p ^� •� O , Ln o --TRASH DUMPSTER INV,- --TRASH COMPACTOR & PROPANE 2087 06 `. V_ a TANK ENCLOSURES INV . INV = INV.: C/0 i ? 0- " I _ o ; C/o 207.1 INV _ � {� . _ "x 6" INV 207 74 207 45_ 206 8 t r v = I `� 8'P VC 09 9 I u� p r o I I FHT 6 20788 ' _ - - - A -�� - � eA v NCOZ --A * IN ___ , _ NV . 2 .88 6 - LOADING SPACE 209.16 t__ -1 RV T` Z O ` I Z m N 5 20•x 95' 1 W DUMP Ott �, 1 1 8; I cr C N = Crl p O -i N P rn (s1 1 _ - D i I � C/O 2 /0 c:s I �=� I � �n m�. C INV.= INV �� I �N X D D —� I 2-8"x 8" 1 s 'F - / 207.58 209 8 ,, , Z O' CL TEES I SIGN 2_ 8"vS 32 INV. - INV_ = 6'w- C/O C/ 211.95 �O i - I II o N I _ 4 a,° C/0 O D to { I � q o D (A { I 0 �o IN �4 r ! ? 1, 1 0 D S� NE 70 INV. - 4' C o \ INV. - -� I Y 00 r'1 3 205.35 C/A \ 207.88 Z I 'r SIGN L 1 C O EXIST UTILITY POLES y i O D D & UNES TO BE RELO ATEC D C/0 NV 4 8-PVC RD oK C/p 1 D O BY POWER COMPANY cTYP.) SMH-1 t20 = 20544 INV = ,n C/ L SIGN AF I I r = I'T-1 I e • 205.04 206.56 I .- -PVC RD C/O INV-= I 1 ; rTl D i 1-4 i APPARENT N.V.P C. --- --� PR C/O � INV. I' - p� --1 D ES-1 ESMT (WIDTH NOT DEFINED) LIGHT C V m NO3 210.5 ,Qom' �� 207 74 210.09 I ; X D&164, PG 366 x 6. 2 C 0 2090 0 �`L r0 II O U') 24 R p FHT 8 INV INVO- 70 Zi d A 3 - 10 `� RD -- RD C/0 C/O _ SIGN C N�1 i <<cs t{ = n 111 1 y 203.53 r,, I z g C 0 C INV.- -o-� I D o I_ c- 12D I INV. -~ R ` ' 1- 2 206 28 1 8"x 8" 24 `_- TEES 24 RC t 0' �'�, I w `14 - - _ 2-8•V'S I 8-w �, ! ,�:� , 0 FC— 2 FC — 1 FHT 6"v �, • I 425. 74 — — - -- — _ :_ _ - - - (T .) _ 50' BR / 4oc o - _ L } qn , 44 -- 14 ,4 73,R 46 PROPOSED EASEMENT L1MITfp I RebcoteA Power Piles (1yP) =' • 5 .� D Z TO ALLEGNENY P ACCESS -- � - _ _ - _ - - - SEE RAMP POWER LINE - - LIMITED ACCESS UNE S 10�40' 26 W LIMIT OF WORK / r v O --- 447 38' 150.73' PROVIDE NOS �$ WIDENING PLAN �j 11 12 4$ W WELL HEAD DOWN CUR ; PROTECTION 1 I I PROVIDE NOSE E,1-�ST EASEMENT I I O Y DOWN CURB R£�OCq TEO TQ E wool 0 PER f - - I I� , -- I - cAIAaOFUUI ADJUSTYERT " - ACCORDING TO I-81 d PAVEMENT 1NEOCMG SMALL BE NEDVIFEV M MS AREA. ,- _.—`•__ CONSTRUCTION PLANS-� � UKCTION ar VDo a► D.A.= 1965 AC. �-- �_-- . -���1 --_. -_- - _-_ __ __ BM ELEV-662.96 CHISEL AT I -- _---- ------ NOTE _---'-- c� _ _ - - - - - J _ - - - RT 669 CROSSING US RT. 81. THE SOUTHWEST -CORNER -OF' _ - - - - - - - - SOUTH BRIDGE ABUTMENT OF I I -� - - - - - VDOT DOES NOT HAVE ANY LIABILITY - ---_� �- - - - _ _ _ THE ELEVATIONS SHOWN ON I � 4 OR MAINTENANCE RESPONSIBILITY FOR �� TERS r I _ \ _- ___ _--- _ ----------------------- - - -- - THIS PLAN ARE 443 FT- BELOW � THE ON -SITE SWIM FACILITY. �� ROUTE 8 USGS ELEVATIONS. 0000 HAS BEEN SECURED FROM VDOT. vim` - (ARTERIAL HWY.) I �_pA1'B VARIABLE WIDTH NOTE , 4 PLAT R/W ABSOLUTELY NO WORK IS TO BE PERFORMED .d;x .,,, BASENBID - COMPLETE BOOK 3 P WITHIN THE INTERSTATE ROUTE 81 RIGHT - DEED BOOK 3 G 48 OF -WAY BEFORE A PROPER LAND USE PERMIT a REMOVEL &REPLACEMENT DG HAS BEEN SECURED FROM VDOT- , . ALTERNATE N0. t - MILLING / DEED PG 374'° T� 'i�l� N�' 600K 286, PC 478 -��. A 2" OVERLAY FROM STATION OF EXISTING PAVEMENT AND " - If I I 10+50 TO THE WESTERLY BRIDGE ke 124 4IONAL GRAPHIC SCALE 50 0 25 50 100 1 inch - 50 ft. 200 -- --------- ----- - ----.-- Harris ,Smariga&Associates,Inc. Planners/Engineers/Surveyors 41 East All 'Saint~ Street, Frederi(b, MD 211,01 (301) 662-4488, Montyornery County (301) 831-4048 REVISIONS: 5/7/97 REV W.W.T.P. LOCATION 8/27/96 PER CO. COMMENTS 5/7/97 REV POND HOLDING LOCATION 1/26/97 Revised per County comments 6/18/97 REV W.W.T.P. LOCATION 3/3/97 REVISED 7/16/97 REV. PER CDOT COMMENTS 4/22/97 REV W.W.T.P. LOCATION 1 I T F_ l-\ f 1-1 WtL1:� L -K ARCH -1 F (_]\ TS P.ab JX t48, W(jGMM 1.1 i T, U i /ICI b4i0d - II 7.J4-b4 i FLYING—J TRAVEL PLAZA I c,TONFWAII MAC:IcTFRIAI nISTRlr.T FRFr1FR1C'K ('(XINTY VIR('JNIA browino Title I � STORM DRAIN & UTILITY PLAN CD--- - — Seat (Drawn DLS (Project No. 0 VJJL-V-1 LYJ ui Checked CAD Fite No. REC ,N Reviewed Drawing No. to Date C - 5 APRIL, 1996 0 4�' iScale 1 5 „r 16 I IZ 21S -- - I i f P_'C6) - 010 � 0- 0 36" RCP (IN INV. 1 195 ;_ __ -- 110-YR L��.- I I , SWM POND BOTTOM ESL. 189.0 190 INV_ 1 0.7.3 - -- ---- - r--------------- INV, 1189.44 34 L.F. 36 'RCP CL V 0 1.30% NV. t89, 30 L.F. C( 11 RIPOAP D50 = 14", 36". 'THICK OVER FILTER FABRIC 180-- j i I VATVX MZV 175.00 FC-3 1-2 I-1 FC-1 i� o i' o_ •Q a T--- I -i T oa u _ C Zj z o.a �o oo a 0 O; W 12" P -(IN) 12" P (IN) IN04 INv. 2 IRCP t 0G i1.69 ftS - - 8" PVC (IN)208 ri V .0% � INV 206.63 T0L.F 2��V25 q« RCP 12" PVC (IN)6 INV 206,65 INV 20$.8 PVC IN) INV. 202 2 ttV". 204 I I MH-1 MH-1A I o W Ci W O O PROP. I GRADE -I - - --� 15` R (IN) - - 8"W INV. 2 1.69 0 2A, RCP � g4 L•F � ®t '12'k INV ,',QY M,Q 4t`% INV. 199-9� C` 1V INV, 199.87 RGP 24 L.F �_'�EXIST. 360 7 t S.D. PROFILE ES-1 TO 1-1 205 - v rn - - -- Q 0- J \ zz 3 ' 'i 3 z a ry M 1 PROP. i * � _ GRADE 3 Lar�j 200 Z . -- - � N o bW (� o o EAST. .f r a a L,►- 5 GROUND \ © - -- -- --- -- I i 6" tT� 18 �6" 00 CONCRETE TO BE CLASS A3 APPROVED SUBGRADE i I 200 1-5 a o I � a� oa 200 �- n 0. N a O 195 ! - - 190 185 EXIST. - - - GROUND i PROP. nownc JV n"v k vv r ) INV. 189.44 S.D. PROFILE 1-4 TO 1-5 VV VVl_ r.L(- In\_Ml VL. JV B"PVC CONC. ENCASEMEN 24" RCP (IN) INV. 190.73 210 )NO BOTTOM .E V. 204.0 05.8 200 .m �- _ CONCRETE CHANNEL DETAIL _ ----------� . g o 1 o 0 M 193 =- -- - -- INV.- -�91.8a -_ --_ �, - - - - " ��\ g 0 8 8 n g 0 8 co 0 0 ' 0 N T.S / VATViV &JV - - . - I / 180.00 - 8 SD PROFILE(PROFILE A 160 L.F. 4-36"RCP's CL. IV 0 0.24% 190 4WR ",INV. 19L0 INV. 190.6Y W - i GRAPHIC SCALE d1.40 GIA VERr 30 L.F. CL II RIPRAP f ! \ �" WEEM 1E7�STW GR^OE FS_.3 ES 4 050 = 14", 36", THICK HORIZ = 1"=50' so o z� so roo zoo OVEN FILTER FABRIC _ `\ C� I TC H C; H A, N N E L D E T A i 1. _ a a 185 3E} 6,€} OL a1 �aPRAP - + �`' 850 114". 36". THICK _ a O OVER rILTER FABRIC -� \C',G, M.T.S. o! �+ < W s o 2.5 s la 20 0 ~ o VERT. = 1 "=5' � qt 2-2 ? RCP >(a� O 1 40% 180.0b �' - - �•,, c^9RE ,GIST .=:� 04 , \� i OUND 1 . TO BE MOVED Z I x ` I- S. D. PROFILE EW- 2 TO EW-1 I .00 IN v 200.94 45 i 1 1 Ml V 2001 041 '► .9 \ \ (EX GROUND) - _1 M- 1 FC-3 a 11 �\ �. \ Bt0( BLIiKK SAD TH �..•,K X ENC) NT11 '� - -BR Ch BUI IKF# AD z 1' V \ , tt- / z INV.= �04 0 ♦ ♦` \ \, k tNV I96 4 INV 195.1 t o J 1-6 . 3 GRADE - I O- w Z CHANNEL \ ' \ ' \\ L.F 4-RCP % \ 2.o3x � � z < � SEE DETAIL- � � � I � 210 �o � �200 0 � i� v p� � , � ! � A ) � I = f- _ �J 1 t V/ / 190 MOTE PIPES AR TO BE LAID HAXFI - -- - ,� �- �' o' c� II INV = 203 9 r I 1 6 INCHES CLEAR�BETWEEN THE C)UTSIOE f OP. WI N 12 I �� ' 1 / ALLS CONTRACTOR VALL BE REQUIRED r o $ - ADE -'` --- ��� v� r ;r % T PROVIDE FLOWABL.E FILL OR COMPACTED F I 1 �- \\�� ONE ST TO ACHIEVE THE REOUIRED O INv. = 205.3 I 0l� 0 -.r. ACTION IN ACCORDANCE WITH f- _ O T _. _ �. U, j SPECIFICATIONS.PaBW 678, BRIGHAM CITY, UTAH 843D2 - (901) 734-6474 $4 L.F. ' - 1 �' \ e i i I I 24' RCP (IN) CL IV O t •096 •....... �. r� r r, r-� n r- 1 y r- r- i e 1 --7 -r �1 r- 1 e I A r v� w !� I rn a Ir I n i w-7 L II . •�'i. {vi.i ♦\ r r i a• • r •• r • �n, ,• •• ♦fir• r• u e 24" RCP (OUT) 11 i; Illllll �v�` % J . L" . i -'� �% i L_ - V - _ i V L_._ V V - `t --- - ruv ten, cn INv �n� �� IIIIIIIA r'� � � 32.d �, -. - ,- -- .... MAGi,-TERI.. DiS-imiCT, COUNTY, 'NARG.•... .... Jr�AVLnALL ennvrJrLnrrL vrJrnn,r rncvLnn,n �.vvrvr r, vrrtvmrM 1 I �INV. 201;69 /� `J - DrowbV Title o 200 -��.- -- - - - --- ---- curry -� - - I N P - - t90 i CL L. . 15'R _ Harris,Smar ga&Associates, Inc. STORM DRA ROFILES I' \ 191.84 CL IV 1.4R O � EXIS - �el Down rr--oj.-e-c--t-N--o-.n Ie,rlr, OLSGR D (3(}_.6-- 552-0-FLYJ1) 662-4488. Mon lorr,�ry �'ounty (301) 831-4048 a REv1S10NS: Checked CAD Fite No. ui z 195 18a (� r l REC N C` n n �l C I I C- A_ 1 T �l I_ Z e n D D �i i� T �i S.D. POND l JF I A. I L 9/7/976 PER CO COMMENTS Reviewed Drawing No. N 9/7/97 ADDED 8-SO PROFILE _ `O J. L) . f I\ u I I L I- IVI I I \1J I �J V. I I\ U I I L_ I .J I U I U !/ 14/ 9 1 KL V FILM VUV I cuMMLN 1 5 uu ke "' a SCALE: 1'-10' "APRIL, 1996 9/16/97 REV PER VDOT COMMENTS I o 1'-A- 2+50 2+00 1+50 1+00 0+W 0+00 8 WATERLINE PROFILE 210 205 200 195 190 185 DATUM BZEV IM 00 3 8"PV O 8" W `° LUG ^ X > > ® TE > Xz N N 'x o0 cp a0 -x 00 co46 00 (n N N F— } _ (() LL x LL 002 (D N I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 8" WATERLINE PROFILE 215 210 200 195 190 185 I 215 210 8„W 205 rX i ♦ ERLINE PROFILE PROP. PROP. BLDG F.F.- GRADE--,,,�.� S' 3/4- 4� 6 � STA. 0+91 END 'S 0 4"SS 5' F OM BLD / 'SS 0+00 = 2+2 8"x 4 TEE & 4"V 0+00 = 2+2 8"x i"V 12.5 Az p; WIESER B AAMAf A d (�° 6- ARCHITECTS A >. : I ->- n � � � �--� r s a e�— I �. r-.•-� ••, r-: � — �.; ����';,=�f�a �� P�BOX 678, BR1Ci'IAM CITY, UTAH $4302 - <$Ol) 734-6474 �Hivs HK Y �LVVLr� FKUr ILA FLYING—J TRAVEL PLAZA STONEWALL MAGISTERIAL DISTRICT FREOERICK CO(=NT}, v RGINI , � Ix 1 Drawing Title — I Harris,Smariga&Associates,Inc U TILT TY PROFILES GRAPHIC A Dj�i(� SCALE i Planners/Engineers/Surveyors W vRA L IC CAL a! Fast Aii. ScintE Street Freder;ck n1n 21701 Seal Drawn ,,, Pro_lect NO. q uw m HORLZ. = 1"=50' (301) 662-4488. Montgomery County (301) 831-4048 6552-0-FLYJ Z Checked CAD File No. 50 0 25 50 100 200 REVISIONS_ REC N 8 27 96 PER CO. COMMENTS Reviewed Drawing No'nn s o 2s s 10 zo PROFILE Date C — 7 ,M 4/22/97 REV SEWER LINE P 5 7 97 REV SEWER LINE PR VtK I, 1 =5 a/tits/ai KLV. w.w.I.w. LCKATiON eAan , ,008 .� o: ScaleAS SHOWN 7 Of t6 a W w z -� _a z v w DISCHARGE PIPE 12 MIL. SYNTHETIC GEOMEMBRANE LINER (IMPERMEABLE) 6' THICK ROCK LINING 1/4' TO AGGREGATE, WELL GRADED 8' SCREW GATE REQ'D. ON LOWER DRAIN PIPE (LOCKABLE) 8' PVC 900 "" 8' PVC TEE 8' PVC 90° BEND DRAIN 8' SCREW GATE RE_ _. ON LOWER DRAIN PIPE w z 8' SCREW GATE J � W/HANDWHEEL z w - EL=196,0 I 8' PVC OUTLET OUTLET STRUCTURE SEE DETAIL, THIS SHEET NOTE: SEAMS IN LINER AND AT OUTLET STRUCTURE SHALL BE WATER TIGHT TO PREVENT LEAKAGE, FUEL HOLDING POND SECTION NOT TO SCALE 8' PVC VENT OF BANK EL,=196,0 8` PVC TEE � i HIG WATER EL,=195.0 m d a Q d GRATE REQ'D, e d a 0 I tiD =19 .5 a e 4 d SECTION NOTE: REINF❑RCING STEEL TO BE #4 BARS AT 8' ❑,C. THROUGHOUT, PLAN 4 X 4 POST 5" CONCRETE FILLED STEEL POST EL=194,5 In BOTTOM ❑F HOLDING POND POURED CONCRETE FUEL HOLDING POND OUTLET STRUCTURE NO SCALE I NOTE, SEE SHEET C2 FOR GRADING ELEVATIONS Mr- I HL I_ULLHK I YP, WELD BOTTOM COLLAR TO POST, BOLT TOP COLLAR METAL COLLAR TO FIT OVER 5' DIA POST GREASE APEA BETWEEN ^ T HINGE .D TO FRAME i i i L`.''1VL1lJ GREASE FITTING DP.ILL AND TAP HOLE (TYP4 PLACES) 2 X 4 WALL PANEL , FRAME v2• 22.00' 1 X 6 WALL SLATS - (TYPJ (TYP.) OFFSET GAP 1 PLAN DETAIL. SCALE V = l'-0" u z C3 Q ►— w x CY- o__J w Q � U w U I— qw wQ �Q Dw w? �w �u QQ TRASH ENCLOSURE GATE ll POST SCA<SFTEEL ANGLE FRAME & ALEMITE 1610-BL HYDRAULIC DIAGONAL BRACES (GRIND GREASE FITTING WELDS AND CORNERS SMOOTH, (TYP, 4 PL) PAINT W/2 COATS RUSTOLEUM d 1 I 5' DIA GATE POST (SEE DETAIL! in CRANE BOLTS SEE BELOW PIPE SLEEVES V NIPPLE WELDED I4' TO PLATE _ -�-�- 1/2' STEEL PLATE COLLARS 0 3/4' CANE BOLT W t /2' BOLTS /4' HO❑K TO FRAME TRASH ENCLOSURE GATE & MOUNTING DETAILS SCALE: 1/2' = 1'-0" 4 X 4 POST 2 X 4 HORIZ FRAME TYP. i X 6 WALL SIMPSON 'STF AT 2 X 4 HE VEIRTICAL Wi BOLT WALL f W/ (6) 1/2' 12' X 112' c❑ 4 X 4 POST TOP OF SLAE PAVEMENT TRASH DUMPSTER, COMPACTOR & PROPANE TANK ENCLOSURES N.T. 6" EXPOSED CURI 5' CONC. SLAB W/ HIGH-TECH OVER 6' COMPACTED GRAVEL IBER REINFORCEMENT THRU-OUT 1/2' CAREY FELT EXPANSION JOINT W/ URETHANE SEALANT A'`L ��_r n�Vi SCALE: V - 1' --0' •is, Smariga&Associates, Inc. Planners/Engineers/Surveyors d' st Ali Saints Street, : , ederck, MC 2' (301) 662-4488, Montgomery County (301) 831-4048 8/27/96 PER CO. COMMENTS 16'-0" STRAIGHT SQUARE STEEL o POLE I r BOLT HEAD COVER CONCRETE BASE SEE ARCH. PLANS FOUNDATION DESIGN � 3' MIN- I CURB L_ 24" 0 I - DETAIL - C.AR PARKING LIGHTING NOTE SITE LIGHTING WILL BE DIRECTIONAL IN NATURE AND SHALL NOT CREATE UNREASONABLE GLARE ONTO ADJACENT PROPERTIES. VD TAPERED :L POLE o� HEAD COVER 3NCRETE BASE =E ARCH. PLANS DUNDATION DESIGN CURB 36" 0 DETAIL -- TRUCK PARKING DEPRESSED CURB J HANDICAP RAMP DETAIL N TS FLYING—J TRAVEL PLAZA STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA Drawing Title i SITE DETAILS Seal -- 1Drawn !Project No. DLS 6552-0-FLYJ Reviewed a u7 i Ln J 0 V) > W N d m 0 z cv �o a i 7) 0 o' Iz AR concroter b M GR-2,bt Close AJ Dl-- af- ('� .0.04mer,olvto adbwf. --Fs- xcepoae rob,vltes, 6 -. --- _--_ flN ad bbckero wql 6ee 0,00"...o.d - S 875' I , Utlga.am,ed tn.cknnf I - toN-- dmwntlnM Q ,fONa ATt--ty�.I. n Reyal I 0 713(Iyp1 F 3" . °`9dfQ I �t 11 ,717 I o- } aI Hst .nilDon1-ras 8't 1= 2 • non Dagb of .. � Sao - I _6'. 10' I alb t dpow oon 6. 5� �t I 1-t-`-II 9.5era....B ,. t " I "i.eassA *orain b ear coal in waif t.rnws bPP.d = I BotO i 10.1panq¢varwr G I O ,.I+/boo'_ _ S 'o i-0'ce'�2cMri of roe - .50 - 3'-O' Of Past I' C 1. Bode-.P P,ar non spare-,ocpwor,w Halal w baste �io1i01 Dot` t° fpe,IAole, L endmrr mq De e.,e.Ma ' (T• I�7 Male or'gM d Pon at too II-L-JL3T.-J-{ raou,e0 wHR sas 9 beaeUn b ( T t/olD n posts 0e l-by Ebt\0.1. ILJj r0 Oe 3-dW. I 4 4 T flfie Direct- 9tivon+n p --.-i_ S r,wn Rb-pr .DIIe„ d It. fit...- / Collateral floor b facilitate �'(e7 ).tm.4w al Carr-s yalrarvars; - I , CONCRETE POST STEEL POST BENT PLATE POST ( T a..w. I��f J; 1 �e All Dolts, nuts, .Oen<rs, ornd 1MI W-lo.l. ° e 111 � 6��'' be anon. 'W All.mwoe ,yo. Dean nay M uNerf2wged On a"Y act Dralecf T .' : - ° . 18.9p,1� _ _ _ _ _ a I...„'t .4 Ill c 18'Bolli __ _ _ ` "H I .Ian ,he a%*l nq IMr 'n. soma type of post mull Da .fad n arty ii M,e rvn nI 9uaaal - F. 6.bry a 9irardla° aem-ii saece qnl, r,ona ware. +, car Sea .boo - " 8'.6".t-2'7rasM Mf 010, orte 50.02 .r.rwt 5 ".'ad'- la -Ge.N.N IOe I Ir4ales orM_ _ Com.m.n, (4 weN roe plane. 0bck �t - cannel nerd 3 lOnra wrl a The q,ord,01 act n.edirTn Purner carlpa.l,lo .sparred w A. R T B A T.chnrcni alone Hinder 2688 m.y De wash k,,eA M r-e,anen9raai. block lar.r nerd or �I canrr of balk •0 + Post r M gOiraO b' tamer of Dock and Pasf otlar iMlr w .. d. Slaooaa fur .'/,lociv ii IGRI a modlat borfwr (Mel and and post alter aof is mrwdl is acuor Obcswl 1s irlslpladl SPINW me Engresr " ;. ' losionea or -vow, 1, ce used on last 50 of Run off end SouMr" RN,r - Soufllorn Plow ❑ t - I-J -� I . 6x8 WOOD POST ROUND WOOD POST• - she., 2.12 STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) SPECIFICATION REFERENCE POST AND BLOCKOUT DETAILS 221 236 L501 OS VIRGINIA DEPARTMENT OF TRANSPORTATION 505 GR-HOW *--r- Sta,es hallo-k -_Asti W-BEAM BACK-UP ufATE -"`'I 'Is 4 Slave haw. P0" oral'. -I 1 S Ili .asne, 0„ last 50 of For .ss err loan- web "so loconans. lab ., O.echan Run of I and only ; of Traffic. 'Space Bon' To 6. a«d .in 5l- W 6.9 . yr 6 s e ll Dbctw, on,y !y ./tsar)- 9 Pen lam I DETAIL OF SPLICE JOINT SECTION THRU RAIL ELEMENT AND W BEAM BACK-UP PLATE T f NC2. it tnroe,as/kcn ,1 I - I" _ -s- C(�yy���`\J��]�\\�j� 'l11 r "."" 1., - 4 - I-- - L NC 2. II t.wom�ula'. L • I F. Sptctw edr - Fun r,e91h mrasesI Th-d w L • Y Fur Steel Posl Boo I- 1} an nortiod. ,- D. s (6 d.wa. races. " '/ _ -^1 . I• Ell, x1 sLorted.h.1. L- IS' FM Waal 5 Corcr.M Poit Bat-2j'.No notice, O,II . earn slaws L • 26• For MO w000 . Contcflle, Post - 2' nib itreaal DETAIL OF STANDARD WASHER DETAIL OF BUTTON HEAD BOLT Si RECESS NUT (For 6R-282A,- M8-3) To to uses on lost 50'of li,t off act airy. - - Net. • . AN ,va.ae M b. goo-1.0 ,n aclard-or .lot tine SpKificofaM 7h. yard,,Wad nawa, Dan- y,aa,l,ry oice'.e, n A R T8 A Trcreto.t Su1MM N-toer 2688 nay or a,aM,.,ad :I ,nt-Ionlora°r .1M all Stedads for 9wora. IGRI o, r-aa, bent/ lMel and ,.Droved bt - Erpnewr , Sheet ;of 3 - STANDARD GUARDRAIL HARDWARE SPECIFICATION - REFERENCE VIRGINIA DEPARTMENT 221 at SOS TRANSPORTATION 50101 01'4A-48-4C . r G,Wwrea mr ba bow 4 «INN .o w err pieiwN W30 pwwr Lft.tt' j- 6 cur. - sra of - apew«l-ol's 4'kw..e /(--"4s Pp-pbra .arras .:r awes E..a•swn dear ' to, , e.e a - Elew-1 .terse a 2' s - c ar I I _ at Siyrtyk• npfrrw,+r•{� 2�{ F,_ _ ...assiro..ree«•rrTc.rerw.aA- «w �41yIL1(i"7,1: T e..6 I eery p 1e ewrersww.w. N .tan.."Weess + ,.- . I e a..0 ew.a ot". /1 f-i d' 'l'+ �f ' rr'e.s It r: e TI Tor. ° IT e / 4 r I }.4'3-are. er.r...p/ e.w R --............"i or ( *NOSE DETAILS tat« .lcookeilt Jarf .-Alt• I 1 4-- Ilw r -- - «t r aura sen s'_.M'"['•I'Y wire win.. L.L---/�.-- - - J I i art .caw O.f. I { =d 1 om c.ew boo WII° Gera cparw bet, t tr - 11-till olval-G.w.-.,«,ear c.a air..,.n.tr.".11sM.- I it'Irr I_ �� _ PLAN s-0 1:: i. a..[ .16 olAlr iM or arts, as -Ivan, w wwc'1 Los. rid roenela.l looft �lp'IA.- I _a-L, -a=-o6� W. "Not left IC oats an -b arts 4" Ho, - J -d-• *'tee A re - fey° SECTION 6-8 L - wo-fe -.r«. 19'------yy ��_ - r •ra caw l.-Y-Y-rsal------°'-O'--I B --_ FTI s-°"-I c6fa.aaw 6w♦ f A I 1 Ter. a - w+ x..« e.,+t a« t•� caw r r war earl _I Aw..+ Orr - cw-2 e n-4 � • L err si.rwea r-r e w ►ar c j - - T- 4 '•d-sr. wwalow r r vic.wo eei'ele ` �*-; LW I, �-6wwa �- r ea a..ewr e.a,se.w raw r 2S•__ as'o1rr. y Ctsw.e. Now -I Ix' iv.12 e-.e krw.an -- Mae war re 1/a - lswealsw.lba \ A IKl' I-ONLOo3,.e.,-~..ew I \rfweew FRONT ELEVATION kw.wr. a.. -fie f" No Ie, , coolooli ("Not,Ire« 1 ..........".1 ....w r lmaw . et I _ I e M a. . i tr.e•.... er r c.r..+« ..w =.- - ..ec.awea ,ere ,are - - f }ewe .caw w Sts wss are.iaee of, r. 1 S- w hi r r: -- . •..,. - r awry- r r ..ta.e,--.-.-T- I r1..rssa «.. _r _ - _. ----c -/s ..war ralwt...wtw-.r.eeef.sw�.n,. I wAd.w.- i ANerr «ew. - W ST ✓--i w S. Q 01-4A - ' DI-48 . - 01-4c SECTION A -A L _-- L I T - -- - 1', A -.row. r •.I _ J R I leas. r I '. ti we eI V- am err N w ss.«el-t r fJr-J Mere wares . caw as awl.... nta«e w swwrrw w k. Setwoolow I:`= ne err a s.w+ba - rww.e w .ww«k raa'la',1l-,.Wm Mewl.as hewealjwew.RIIware,ter•Raserne.eM wr.s ..rwrr.rto rrrerr-asswr► DETAN, wr.rN USED re.ar..es r,pte fare sl.eH N fl.r warlra aw r nl - N IM ss,ws-.. A . NT crge err -IL)w., . eat -. r err.. r pee. ADJACENT TO CIMs ewer-e.ne,asrewwe.b spy,w.aa-M"Ptson.OMM-c 6..Niwlw. of .ter rawer-«rr t rITNoIT GUTTER sow, ere 4s.o-- et low nearrociy Irets tab C -a. � " -. 1 Sheet I of 2 - STANDARD CURB DROP INLET SPIECIFICAT REFERENCEN 36'=48 PIPE MAXIMUM DEPTH (H) = 8 233 VIRG;NiA DEPARTMENT -of 302 0415 TRANSPORTATION , � I -1 L.. GR-2A ( 3:-T, Post Spacial . far---- 6- 3 •, 1 6,-3* -� == - I - ..I J 1_1 P1i GR-2 (6'-3" Post Spacing)' Guamoosi locations shown on plans are approximble a" and can be adlusied during construction if and as directed by Ine ENineas For details of Posts and Blackouts see sheet no. 50105 For deans of Rail Element, Rat] Splice Joint. W Beam.Bock -up plate, and associated n h aanare sees eel nos 501 Oland 50102. The Masmum Dynamic Deflecnori for Sid.GR-2 is 44e,'tor GR-2A deflection 1s less than 4 feel since no lest data is amiable Roll Elements are furnished shop curvea for radii brbweert•5 Fi and t50 Ft si-t l at 2 SPECIFICATION - -- - - -- REFERENCE STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) 221 VIRGINIA DEPARTMENT 505 _ TRANSPORTATION ;( 50 GR-HDW - NOTE - 2._3}.. w N.u'.l .Ale 3. L.P ,n 0.lctron of - 6{" I' i" 9 I. IrarNc al spice 1o,at .. I-0 'L - ' 23 {' Basil Pee Bat , +I I 2'-6 RI only for I SbI was, GR-7 T o . .- 3 . . - " SpKa twit two 29/ 32 % ill" 7i"-p}" 2 47•• 4{" 4" 4" I . ..r: I --'-'!2ac I.-__. 9 '= 11 I\ 'IAPI Bwct om oar Amy r.gur. - i 86• Mn' i'Iro ..ah mrwcr.r ty W - 29/32"s l{' Slaf m GR-7 -I--2}' anal bale Forst b0,1 slDl 3"t 2}" owl i.alanall - W BEAM TERMINAL CONNECTOR W BEAM END SECTION (FLARED) O Tie pprd- o d meoim -,.r _ornparnr u.o c .d'. A R I B A. - i.rJraral BAw'. Nwn.., _688 may °. s ,.I.lod ,f 1a.rmglgm 3"Isis.. �' a wiwt ash $ronaaraa r. 9..rdroi GHI. m.abn Dynl INBI wit/ _/ - � " aPP°ve s Pit IM E.g.- - D/2 a� I.(.P _ I �6 - 1. 3df � ® I `- ' 50 6 6 r - , 2 L" I 7 " �I . � -O Mpris. a I w oie I e� .-L--- J-1 O - -�T'-- _ I -Q' _ _ I Swllrod haw. 29/32'. I-{- �Solc bon Not f Standard manwwn .f 12{", 2E ,ad 30bn •W9leN° 29/52's 1{ ' W BEAM END SECTION(BUFFER) W BEAM END SECTION (ROUNDED) Sheet 2ot 3 SPECIFICATION STANDARD GUARDRAIL HARDWARE - REFERENCE W BEAM GUARDRAIL HARDWARE sos VIRGINIA DEPARTMENt OF TRANSPORTATION 501 02 DI-34-38-3C - lAse'5-.D..elseaa.a a'ec 10 ee,ec«w.1 dam.Obc-, GarsQ«O.WrMan, ._ - basrtrN c-I.. tie Pe- swMte-I,, Man pryr el 6R' 3cT paw lo L2ti +r 1 . w.lu.rwr+' .'saeHas ',a Cfiar caeacrs ..bee r bw woo E.omiel uyn ° 2' c _ I rboc. N Sree.as - '1""~ - .1 w'6.w war y i' V.as`---1 I T 1 1 I� w Fp larA1 N ,rat Fremr 6 Caw ' �Lr ....1. I1-1 i i -/ - 1 r i ore c _� i .I I - I I I i r T y� I I , 6• ,1M ° TB I I II i tl I . I Iil S ��..��...j.I a s;Q iw.rers.er // }i�i1......y��..�y�. *NOS[ IxYAx.s sl - _ I - I ti it I li 'I '`W r L,_er . Nei N Co. A.w..rn err j rd N �e's p c.za ce•,rro are« ) rw swrl� t f+ae Cer,ntl sin ~'r' 6- a M' I c•ar ...•;r• •/ 1 L-t4-. w . ew.wa.. Neer dare v . .nap, car. 6.-"... le ..--,-ww.n, I 1 I ". / PLAN r-d'- I - syE 6 H.n 6' Mfn ,Y-L 'n °or• ' I' Now Tr. - ,.toy p -...war n fern cad. - .pe'..en . ( �q' pars I4°' • . .Ili w , -11 a pare p axe Now GolI.. T z'- aw z h----i r-- '-'I L - -. r-'-''-6: �- SECTION 8-6 B 1 - - - `i." ta.w4 cow, !I 9-0 Aa.tr. Orr ' P----------------------z.- .w� r Le.w. east 8 6., 11. err sereN• * Tye. A ass. -.i saes ear see. yes I '- ear eea ion cca a cc, -I t..a..... z' ' --_- , loll ' I FRONT ELEVATION= -J- - Tins E w a.r snrf as eves ■w alp. a 1 ware ri. _J errs. trevll warn CP2 a Coo-6 trowel. t enrs , forre,.w. rose " eewe.lo, .e«h,e 4 r rpwa i p A - .+ rase ew.m run raw i of - Peaks. Ode O Mgr, rum'w brim ewn..be..a woNrwl ear d r. am 1we rr. nva.1 a aw rt'x- rya fie snrae cap cwlenr kelo •"I' r1 .12 aH,, kera.or. •.ire rw..r. w Neel. S,-, w.r. - M e.n..rNo .tin ceveN . ' p•'•'""' .Nrata a Pelior4 el ,•a'. n- .I�. ,- TM err I/a'.rsk . eal.a,n« tar r-0 f.wr e• ' s[c.-.pare .•w ,.e lw,a.. raw, T losl la' . s.t N rid er tlyl•°ed n tie trice lad Ill ae mire-. area W 0.031ecs. il-' a,rr • - ti --era, .,pear. (>o.wy DI -MB nwe«n cbM encN,« I.Mf arc T 1-- f'.t•--4 W tt.i F. sall-to rl.- N .Nast- �'-.�--� she awetrnbf M elan w r-, Ito 2 Dl-3A DI-38 DI-3C SECTION A -A --L- L T r L -� ---- ---- T . M . 1 1 .� �, . -'�- 1 "itt! - • FIN was r ewer • r.. w ..nee a- pew r W .ywwaf.ew t-- I,j - -�-- r ..n a..-.-- -..n-I ter-rk-"earpas...-- 7br 'N•trw.hm wren w lm omowW ate teat, fad M M - .n1 b eiar' e r .w..... r ew.rr . M war. r - r err inn -r DETAIL WHEN USED eewt-es r..wns-1 N M .. WN",.1W ass e, - s..'w. Non',.• - La.w.k r - ILI .a, st art er, ea sloe, r ewer ADJACENT TO Cults distw�6soerwwssereaessr Awybrenrweegels o,a.,W.r emw. WITHOUT GUTTER - IN 'ar.e. F w cartr..cfer rrwe Now ce,tknMe .in"w"�'w.�..""ire• .:,Y awl.., lees.. -1 1. N .. ekeawr N -- TM.«,sfyeawes A,- a - Sheet I of 2 STANDARD CURB DROP INLET SPECIFICATION 12'-30" PIPE MAXIMUM DEPTH (H)=8 REFERENCE 30z VIRGINIA QD�PA.RTMENT IO4 O9 TRANSPORTATION -I TABLE OF QUANTITIES DI - 4A. 48- 4C Sheri 2 of Z TABLE OF QUANTITIES DI- 3A- 3B- 3C TYPE L 11 OFAREA I SLOT I REINFORCING STEEL TYPE L ACIFA SLOT CON- CRETE REINFORCING STEEL BARS A BARS 8- BARS C BARS D 1 BARS E I BARS F BARS G BARS M WEIGHT BARS A BARS 8 BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. S4Ft. Cu Lin FL • Na Lin Ft. fe No Lilt Ft Na ILn.Ft, * Na Lin Ft. Na Lin Ft R No.I Lin Fte No.1Lin. Ft a Lbs. Ft. Sq Ft Cu.YdL No. Lin. FL' No. Lin. Ft.' NO. Lin. ft.` Na Lin. Ft.' Na Lin. F1.' No. Uri. Ft.' N0. Lin. Ft.` Lb6. DI-4A 4' 1.83 4.65 5 d-g' - -: I6 r-6' 2I 4'-B" - - - - II 1'-O' 4 2'-B" 104 DI-3A 2'-6' 1.15. 2.26 - - - - 1 S'-7- 3 3`-2' .: - - 6 I'-0' 22 6' 2.75 Sark) S 6-8' 3 i6� ' 8 .r-s' 2 14'-B' 4 2-0' 3 I I'- 6' 9 t'-0' 4 2'-8' 162 4' 1.83' 2.59 5. I'-6' 2 tK-7to6' 3 S'-T 3 3'-2' 4 1'-6' 3 I'-6' 4 I'-0' 8' ; 3.67 5.51 5 8-8' T flans 8 T-6' 2 a'-8' 4' 4'-0' 3 I I'-6a 9 1'-0a 4 2'-8' 2-09 s' 2.75 3.02 S 3-6" 6 6-7106-10 3 S'-7' 3 3'-Z' a 3'-6' 64 IQ 4.58 1 5.96 5 Id-8 it -Tb6'-E"; 8 1 -6' 2 I a'-8' 4 6'- 3 I'-6" Star .)'-O" 4 2'-8' 256 8' FO' 3.67 4.56 3.46 3.90 S 5 5- Sol r-die l0 I4 -Tors'- -71o6'-t(i 3 3 5'-7- V-7' 3 3 3'-2' 4 " D1-48 12 5 50 6.40 5 12'-8' IS Tro6XT 8 T-6" 2 4' -8" 4 8-0' 3 1'-6` 9 1'-0" 4 2'-8' _ 302 14' 6.42 685 S 14'-8' 19 Tto6R�0 8 r- 2 a'-B" 4 10'-0' 1 3 l'-6' 9 1'-0' 4 2'-8" 349 DI-3B 12' 5.30 4.34 S 9=6" 18 7Yo6 qt 3 5'-T 16' 7.33 7.30 5 16'- 23 7'tofi-10'I B I 7-6' 2 4'-8' 4 12'-0' 3 I'-6' 9 I'-O' 4 2'-8' 396 14' 6.42 4.T8 5 11'-6' 22 15-T1a6'-+Q' 3 .l8' 0.25 7.74 5 I8'-8' 27 4(Y 8 ' r-6' 2 1 4'-8' 4 i Id-0' 131 i'-6, 9 I'-0' 4 2'-8' 443 20 9.I7 8.19 S 20'-8' !31 8 r-6' 1 2 I d-8' 4 16-0' 3 I I'-6' 9; I'-0" 4 i 2'-8" i _ a89 16' 7.33 5.22 5. IS-6' 26 67b5-0' 3 V-7' 3 '3'-2" 4 13-6' 3 V-6- 4 I'-O"___ 345 8' 3.67 5.48 5 8-8' 6 7tos o" 10 r-6' -8' 8 2'-0" 6 1'-6' 7 I'-0' 4 2'-8" 220 18' 8.25 5.66 S IS'-6" 30fSTtodd 3 5'-T 3 3'-2' 4 L5'-6" 3 I' -6' 4 I'-0' - 391 f0 4.58 5.92 5- 10'-8' 10 Tbfrl(Y t0 I r-6' 2 -if- 8* 8 V-0' 6 I I'-6' , T 1'-O" 4 2'-8' 267 20' 9 1T 6,09 5 I -6' ' 34 16•a'!o6-ID' 3 5'-7" 3 3'-2" 4 1T=6' 3 1'-6' 4 I'-O' 4- - IV 5.50 6.37 5 12'-8' 14 T1a6 101 r-6' 1 2 1 4'-8' 8 1 4'-O' 61 I'-6' 7 I 1'-O' a 1 2'-8' I 314 . 6' 2.75- 3-01 10 I'-9' 4 6-" IO 5 -5'-7" 3 3'-2- 8 I'-9" 6 I'--6" '2 I'-0' I I I Di-4C 14 64216.81 5 14'-8' I8 aw6a0j10 r-6' 2 :d-8' 8 S-0" 6. I'-6" T I'-0' 4 2'-8' 360 8' 3.67 3.45 10 Z'-9' 8 67106'+0 S 5'-7' 3 3-2' 8 2'-9a 16' 7.33 T.26 5 16'-8' 22151106 10I r-6' 2 4'-8' 8 6'-0' 5 1 1'-6' 7 I'-O' 4 2'-8' 407 10' 4.58 3.89 10 3'-9' 12 S-7"No 5 , 5'-7" 3 3'-2' 8 V-9' 6 I'-13 2 I'-0' 205 IS' 8.25 7.70 5 IS'-8' 2616'7106 to r-6' • 2 I d-B' 8 r-O" 6 I'-6' T I'-0' ,4 2'-8' 454 DI-3C 12 5.50 4.33 j 10 4'-9' 16 6-71os S `S'-7' 3 3'-2" 8 2d 9.t7 earls S 20-8 30itsTDD ' l0 .r-6' 2 d-8' j 8 8'-0' 6 I I'-6' 1 7 1 I'-O' 14 2'-A' 50l 14' 6.42 4.T7 )O 6-9' 20 i6�o6-10" 5 : 5'-7" 3 S-2' 8 - Notes. - - She t 2 of 2 • ♦ Denotes length of one (1) bar All reinforcing bars to be Na ' All cost in t3wce concrete to be Class A 1 For acceptable Oltemale see Precost Slanacra C.Signs. Concrete Quantities shown are for depth (H) of 6'-e without pipes. The amount displaced by pipes must be deducted to obtain true quantities. For nferts of different depths odd or subtract 0.49 cu yds of, concrete for each foot of difference M depth. Lepth o/ AN* ran as .boleti an Sheet 1 is to be L • 16' 0. 4.1 0 IDa. per ft. ' 16 733 5.21 10 1 6'-9' 24 a1o6�0' 5 6-7- 3 - - 8 18' 8.25 5.65 10 . 28 6'•7liG-10' 5 - 5'-T 20' 9,17 I 6.09 10 8'-9' 32 Tto6a0I'-6' a Denotes Iergth of one 11) bar Notes An renforc.y oars `C De No. Gar As cast 1n pace concrete to be Class A3. For acceptable alternate see Precast Standard Designs Concrete 9"Unt'"es .hewn we for depth TH)of 5- 2"without pipes The amount displaced toy ppes mad, I be deducted 10 obtain Rue quantities, For ,reefs of different deaths am or subtract Q32 CIA - yasof concrete lot each !oat of difference in depth. . Length of Angle Iron as snowat on Sheet I ,s to De LI 16"9 4.E 1D3.pm ft REF RAN1ON STANDARD CURB. DROP INLET 36'L48•' PIPE MAXIMUM DEPTH (H) = 8' VIRGINIA DEPARTMENT N - TRANSPORTATION - 104 16 SREF'ERENC- - - - .STANDARD CURB DROP INSET 12 -30" PIPE MAXIMUM DEPTH (H) =8 - VIRGINIA DEPARTMENT 00 - TRANSPORTATION - 104 10 233 302 - z - 302 m Ni S-4 3'-4' �yd- e1s . � A _ A A _ A O, _ w % i ..L �s $I - SECTION A -A SECTION B-8 - �- . - t,Salnarr li> O t068 m� m� ■edociewew-0 hi with Wit 12• Dmft harHore \ Ii Vn. or Me 14 Bill., ` Steel Bore T,651Da/ft _ DITCH PLAN MEDIAN PLAN Gall va-rrraal a 9&v laod al»i we. mlr.lAarl TM. A61S, Gross, W) L24.21 Na S .5' 0• Bas ... do. 003 e.h, r.new 4-ooff ItedwerbyM6 *;,.4 Reefd W me anchored tinily I.-f .* at anaerwa n1- �20 acili 1. - `}.:'5- y MCaaa dw.w.vw 10 9war Cae.cow be iIVO•r Ihm A't DETAIL A Grease dl"be.aw1 Wye Wa. vi�,-- S Q .� 3rwe soot aT-I _ 41}M'+'Aeorn S i' ye`boo68, nat/am 11T8 e9.6 .Moosol �II GRATE ICOLLAR (GALVANIZED)- (GALVArnZEO) . Tar.-.-... i . __-,'DITCH LINE SECTION Irwwl of s.uc,tae M be W.Wed .M co+ Ito -.. or- standIN on Pad.; ofwater rhw' �. res. irwal; 4' .,+° MEDIAN DITCH SECTION C `t�If a� �� d` daily a '-'- ST'D PG-2A TYPE COVER pAENS10r4 I GRATE 9AR SPACING CHART _. 1 W4 W2 ivy '°,. D 0. N x Z GRATE MAYJMtM De,E7�f TYPE A B Al. A2 2- 14- I' -a 6" 4' 3" it 2'.2' 43 :-a1 1:5j 2-O fail 8" 51 NA 18" I'-3" t , } ,3- s.B2 2'-9 2•-9' I'-6� t'-e e' 44 a}" 14" i-e". M I .1' 63.84 Y-S{" �ib� 2=2r rt{" to" e{" s" nit" 2-O" t G C2 2 -7 " } '. p}� 1-11 { ' 1-3 " to" T I�" 2 :' c3 z-7 1'-2}-s{" n}" o" 9} a 6" r_e" E 12'-7J 1'-2i 2=5{ W CL _4( I'-e" 4' / I rl. )e&.--. a- on se 9t Wd. and rOsCfrd m me voi ion be nwoweld f- sal -1 M to / an"I P. b ear hDd too itnG!Ve. Pw.'1f•dmion- are gnvwtaa ter I•s ernssalR purposes erne - OP MI dHtIMCr. f ofl a dnarrnrwa a/ Rio a..Rav horn 11IIes cadtllon. wi.. M..a mws tin y rlpRW..iiany on qbl al.eiw C-'°r� r boo rnppal.ow I.MC .me nONw b Frraaran «e 51-a �?I-T ,son a4.e•arapfnr a mono. ',2"Cc 'o All coif nP.te caerelw bas Gaar 43. p..Mt wllrnwl,r. n i- of dwAs a 2'.4-ngcn nay D. orwiMd Slope n acmr°ao with St'd. ST-I ere to ors Provided .I+wn arr«wm'•H•a A_0" a peatw Sae Structural T 01- 3, 4 ortion" desp• STANDARD DITCH DROP INLET SPECIFICATION REFERENCE VIRGINIA DE(ARTMENT L 241 104 21 TRANSPORTATION 503 f 4�I '!S 9/ 1 A . f :�40 . .a..,4..... I- _ A . A. A A A try I A .'A- . �• ' .A . A- . I - A- a ° -4 L . I . I . 7 A. t A. I' A 4:' •. A .11 A . LA ` '_ _ _ ` _ _- TTw Donom of too curb and KzW:-, " I be constructed parallel to the slope of sub- . �. I 2,-O, ��surfcrca coursesdepth provided a - I" minimum depth Of 7" Is TTiis Ana may De CarKTeI maintained at too option of too contractor This curb is to -be use tAen design speed is 40 MPH or lass an Rural highways and 45 MPH x . less in developed urban 8 suburban areas. . Nate: Coma orb a gutter havkrg a radio of 300'or less imp faze of orb) moll be paid for as radial Combination curb 8 gutter. This item may be precast or cost in place Cahcrele to be Class A3 of cost in place, 4000 PSI If precast. - SPECIE IC:AIWN 11 REFERENCE COMBINATION 6 CURB &GUTTER 05 VIRGINIA DEPARTMENT 502 Of TRANSPORTA:`ION 20103 Shoot I at 2 Neadvoe to a b ".led in as areas .xcap E W- 6 S - conflict where a corct wroth ,nvart or wingw.46 occur. s i \L\. \\ Bevel edge Is r.qufsd m M. h-dw.e at the In no case shall top of end." project '. \\ -3 `\\ \\ area end of the, culvert I whirs the now, enters above fill slope, ditch slope, � shoulder. i\ \ \ I. \� \L\ the cut~ ). Neither square .dg. or bevel Vie_ culvert may be At Cast n ploce Conaeh to be Os A3. Fair precast See Sheen 101-I& \ \ \ T Quantities given am for One Erdwall. , I ---� --i- +------- All dknensbons not given n ficbe are sown \ os YfloN fa Single ErdedM !a font! sin - \\\ \\\ ;\ \ I Ones hallow fills, wfwrre erWsdls are !' or are. below shoulder line, In. tap of fM edwall shall ba constnidW 0"I41 to too grade of too rood. 0 - V -- c Thai Hem may M place. Y precast ltea9 N - V4• Charnhr sates bar provbed wd9.A. an as expoaW `` �- '�..� L 30L �`ShwP. R. D. bsvaro F -530 D /cam,- . Ro-w G t C�4G For Decade d Bevel - - Standard Ew-2.2A e _ sn.N tot.oa _- _-_ This Sid to be used with skews 6' to 37e 30''. a- 1.25• ± / foot alternator ( Do ,wI bowe eay.n - - , bar 1'/toot diameter �- FOR CONCRETE PIPE . FOR CORRUGATED METAL PIPE DIAk1ETER D OF PIPE G S SW Coftaen beast b One For Fusin L30 I EDouble , Additional PipeI 4 D 0 OF Pf I G . S I S30 L30 ColiDrele Yteiet>•e b One Ira Epcn Do1bl.�tanai EnalaN r - 4- D 12' ( 2'-0' 1 1'-to" ! 2•-i '1 W-�'! 0.336 10.101 I o'.r D'-i itat 12' 1 2'-0' 1'-7' 1'-LO' 5'-IO" 0.354 0.i00 0-T o f ter•! 8' 7- 3' 2'_-7 '�T-7 ', 0.68e 0.207 d-r Q-t LIP /S' 2'-6' C-11 ' 2'-3+• 7•_3i'1 0,714 o-r 0'-t Vd• I• IB" 3'-a' 12•-8, 21'or 24 4'-0 1 Y-6' 13'-1' 4;-0'1 - 9'-1' 1 0.962 IV-O i 1 794 0.293 a.512I T-2vr O.7 0'-1 t,? a-r is' 24' ! 3'-0° �., a'-0' 2'-a' Y-i' 2'- 'I 3'-6 -r-i-i'-6i' _0.201 8'- 1.005 0.278 i.6B2 O.SIO r2Ya 30 5'-O' 4'- 4' S'-O' 15'-0' 2.769 1 0.765 1 ill 7-2 t/r zY «inn 5'-0' 7'-,O' 4'- •' 14'-51 2.929 0 775 g12'Vas UrIltror 36' 6'-0 I T-2' Si-Tlr1,17'-Ili 3.495 1.048 dl lli' _7.3' 36' 1 6'-O` 4'-7- 5'-3' Ir-5J" 4. 153 1 075 . SPECIFICATION -REFERENCE STANDARD ENDWALLS FOR MULTIPLE PiPE CULVERTS 105.04 12"-36" PIPE - 300 SKEW 302 VIRGINIA DEPARTMENT - TRANSPORTATION -- - lo,I3 DETAIL I - FMr. SECTION A -A F.bnc SECTION 8-8 e Loss Typical Section .fawn ere .law . .Tyne ad. Grow, canon .Mtn, and aapn a abrwr, arch or nerve 9rpn4 SPECIFICATION DETAIL 2 DETAIL 3 A 11 4 J i M » ;j i , ���� Florae SECTION A -A � OE/nf SECTION A-A-0-,*-f ssea for twl-1 wHNbIaM R• a,�ay.�we�r fib, meow per.rwe b era Ni cad eas -9N f. n.11er .e..tw.,wt-a alreere, . 1. 1pwer. � -- -cab !M dnan,.i wiwwlso o. aet s.mm.rr Ra wwwtal- re.t.w wee twee rya «1ar.."o an4.11 p .as«I- �. -t-ss alar.caw,vetr to or w ., acew.mu wi,n D.wi :.awe aseew G.°re+a. lepna 1° PA neblNs ,.ill as rote, - .bra ..-P.- win Ile s°ac,fi.-are Dry Rip Rap M1K DEPTHI ieD Rap 11 Cases I r l7ess t 1 3' REFERENCE 1 STONE FOR EROSION CONTROL 204, 303 -1 VIRGNI,A DEPARTMENT 245 114 01 4i4 TRANSPORTATION MH-1 I Sheet I of 5 Shoes 2 d 5 - MM- 11 - HALF PLAN VIEW Note' The letters V.D.OTae optical, it <-9' • ■ Wall Thickness) 1 F^ism used fM letters on t10 Df cost n 2 ) '-9}• too depression In top of --� Dinlans,on I{,� �� jy co.er 1' wide mo rased 7a" }� `!' I wgn as shown. ❑ ❑ ❑ . I� I'1 ❑ ❑ ❑ ❑ O Mxtlna } Mbtfarhe 1 1 r A ❑ LJ ❑❑ ❑❑❑ I I, A •Ms. SW St'd.SL-I fW oppaoa' ''y el.awlY 1db.. - LL- _8+---------'-""I a o Qe V. I Ndn: The toe Of r....rre 1. to b rN SECTION 'A -A Lemnnq 0plydl ❑ � ❑ wuffictify law IN towneo cossar -ow- -- --- 4} sad. MN -I F- 6 IMOI .I e.«r ad f- to urea by � -� t _ 8 � (� EqE'' eM, id E .Dina .. ar«tes _ - _ I i ❑ ❑ ❑ ❑ by I I - -t-v _ -T- - _ 4 ❑ ❑ a s I All ,we tar ..Claw AJ. , Al oar a b b nor awe ,aP ere eta we m sue r- APPROXIMATE WEIGHT TOP C � to MN-2 may a su6erMtes 1. rapa.ed I"€ sechon .own o.erwwe by too EngrMar. . CAST ' IRON FRAME 239212 LBS. Q! woo sceabed on ,ford me -1 1s No I - / �' r �� COVER 137 S 7 LBS be Somali °.cadard win Sladad I j \ I A - 91 A Pam TS-1 \\ _ - I d r- �, HALF SECTION A -A ! PLAN \\ - ! \ i _ -- 0 - (WITH RAZE M COVER of(MOVED) I ) A m -- __ BRICK CONCRETE e a Q -I e m 1 ( }"■ 1 } slat ` 2 U HI - t °i - - ,Q Concrete = Foot.Q > •• - Dameter • 4'-6' a (2 I Wall TMcknasa SECTION B-B BRICK CONCRETE CONCRETE BLOCK ♦ Q.amifie, fno.n a. for e,wyw - -h.ut wows. Ties anion dis.rc.d - _ by P,a.s i 0 be deected r oa- _ - ---r ,On �_°.anilf.ae - - r A base INcknwas of 9' ea wee -I 1" ['_w' rr�i_ FulrryleQ . I } as conipufng co r. ,-I'll... I-Ifr-------r-8 fr-, I I` I. }xl Sip MOcnwse MOCNrw a''A. Q t ,-,--ass ,o W added ,or roan oaatgnat loot err depth. ,9R I, _--� R %6 F Malelo day oar arcs, co'.�ela •r .,sa..d -lorov monser back. I I` - N blatke - .ses 11a ..wnlr,t r----------------__ i-}- sectMs. ,,f as- n . ts. 5" Crow 1 I r`^ r-7}- - -- - ._-----', 1 tk'<rnws.. on.. 1. contra. Io eon I~5'---•ram-�,--- 2'-�,L ...r.- 5.�9} -- ----•I """"' "°'n for ` SECTION B-B BOTTOM MANHOLE FOR 12 - 48 PIPE CULVERTS SPECIFICATION WECI I A I N REFERENCE REFERENCE STANDARD MANHOLE FRAME AND COVER - 302VIRGINIA Of DEPARTMENT PARTMENT 302 22224 VIRGINIA DEPORTMENT 106 01 TRANSPORTATION TRANSPORTATIONof 106 02 N0.6 GALVANZED STEEL STEP c � �2/� i b Art i A Naas I Alrrwsrn Seat . So- s'M or onto" d n .,.,*-. ��'t{r: { will, A9TM B221, Ali" 60LE-TS - 1 r 'IM Pram a "w 1r1-,-itn . r. -" soy C. unbrtrly coake,fina �. De'rnieie. fahwtf 1TM. awMfk. fsea '/i, an-4, lagras,lwd -wq canon -iv . ro rlderpi Spvahcal- TC-C-00498A 3b> yR a TYPICAL SECTION lz TABLE OF QUANTITIES e DEPTH . BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS 1 War YOS. 1 CU.YOS. - 4 0.5 0 785 1.437 0.7 0.785 1.699 6 0.9 0.785 1.961 7 I.0 0. 785 2.223 e 12 0 785 2.485 9 1 4 0 705 2,747 L to 16 0.7.e5 3,009 11 19 0.970 3.433 12 2.2 0.970 `3 e17 13 2.5 0 970 4. 179 14 2.8 0.970 4 341 S 3, 1 0.970 ! 903 1 6 3.4 0 970 S.28S 17 4.0 1.173 6.032 INCIENE 0.45zz 0.78z Not.: •4, Closer50, renarcrtq lfad encased a can oa.on .ntml ruaber a other metery appr oreA Oy Ine Enq-., Cp,ps- Rrasbhf Mia.0 No 4 faerleeaq Red TYPICAL SECTION 10>1/ •°`^ (Mm,mi r roar qy rn I . nwbbssldl deagH ' . zi;. IUr r, I \ \ mar very win r,w.AwdlM \�- OwMpl.IAn-.1 3'-beanienl I adh a aedll or 4'-0" . he Plats - -4. I.- at st-t- Steps mall .wefatd o m-krn roflsod 300 Polydr e an wtetdwd 4Vj' flan Net hoer N the .am, Slope are ,o low ..'kah akPed ad uilbrnfy fo.ae b Ma arbor decal d any -tickets. •Its. In prvi:oo -6 His '" ors wet on place, torkied "I. halve .of drd Pit der ,mn,aly,ar dittaii Sias diffem9 n,k,- e,, cml,quflloTa mdr.oas noon ,new show, ,not, °boo .ses -40d Merl' .war fl. r.we'sm 'aew.meas foal ,wean and 'tie CaMNcb ,ve fur,.artea n. F11gI.r etn Wash are a<nFad ass recta. -1oh. vac.sed aksakllr and rlls -'evad . Win approval tram h Endo- b .. uw d scn soy M slaas 1'MtOWe shall bar crowded ekh sap rmrstant .0 hoc ea loco os cal MI 1ml.d to. corrugated, knurled.. draped -'-'it 'IS./ ALUMINUM STEP SK cATM - - STANDARD STEP. EREaff VINICS" DEPARTMENT of TRANSPORTATION NONE 06.179 - ALTERNATE END -SECTION 12'- 60" PIPE ES -I took Are err a.11r aw-raa. . i7z: x Cawef t ro be E Concrete to be 4000-PSI Min. - - 4000 PSI Men PLAN PLAN) . i- c + B� �c e farawll J./ I 3pfirr� 1 -' T / __9MM_faDri nlrtNCYM. _ f- p� 1 -+ D -A I' -- 11 711 (E -- i - -' 0 I I---E i SECTION X-X END VIEW SECTION X-X - END VIEW 1 REFEF END -SECTION 12'-60' PIPE Nina onauam and-welons - a.M Pr, «al talbeeetbrl. 7 1I ' - END -SECTION DONS OU1M. A B ' C I D E l2" 4" z-oii I z- Cr I d-d 2'- Or is" 6 z-3' I'-9' d-d z-e let sr 2 3" r-9" a•-d 3-c1 24' "' 3-7` z-6" 6-1" 4'-O' 3d 1'-d 4'-6' 1 I'- V-1 ' 6-O" 36' I'-3" .6-Y 2'-10 8 I ' 6 d 4Y 1-9" 5 2 6Y 6 " 48" z- 0" 6 54 2'- 3 1 3 -R ^I 6 .o 4 V O-V G-L a' d 1 2 2" 8 2" r-O' i 2-6 1 5-0 -3 II -3 I B-0" 5 2-9#' 2 " B l r- 6" - �C a� - 1 NOTE Pier iergll..Mwn .won... b.sete a E-S.c1- *.W .Mee on .ee felt 11tie canlrac,on affect. -� -�--- - ro.aw rid anlMlo.eepn shl..n an M rtgd,reglle tin M raducwd or Mr of fwlee n-ew't.".ian -D'. SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT - IV TRANSPORTATION - ALTERNAT= CONNECTION - Connector SeCt'on For . - SDon --,�/ - All Sizes r- / -T ,_ _ =� 2' -'- r 3,ae �u9 _ } -- - ' - - - q\ inreooee \ ! Gowon,zed 1 8 Metal Notes . S I _ \', Toe plate )c be punched to match hales orskirt lip . 3/8' goty Dolts to De furrvsned. Lenoth of Toe plate is W + to" with g I Rise of 17' 10 29' incl and W+IS' min with Rise Of 33' to 47• Intl, ° kern forced Skirt Sec Mon with Rise of t3" to 24' Incl. to De mode in one piece rlI '�,-Eage r Skirt Section with Rise of 29'to 38' inel may be made from lwc sheets pined, by riveting or bolting on center Ine. is Skrt Section with Rise of 43'to 47'rfi01. may be mode from three rg I I\ : pined ed by riveting o, bolting at equal distances from center line. Connecty Section., Carrier Plate and Toe Plate to be some sneer thickness as Skirt and same type of material as culver,. 20°ADDEax ✓per _ W !t _ ' St'd. Coup" Bond ` PLAN Where Flared End -Sections ore , I ::I 1 I, Approx. 2' ,I Slope to ON used worth asphalt IL : ; •'., cooled and paved mewl Dice, I 1 ' end sections do no; need -J7 i.l to be coated or paveC. I 1 e Indicates pipe arches for wllictl r I 1 I dimensions for either Corrugation 1 1 1: may be used within fill neighl ]imdahons TYPICAL CRCSS-SECTION T\ - L ;. \ PIP£ -ARC•. DIMENSIONS DIM N51ON5 \ 3"xl"pd5-y'"Corr 2 x r2 Co r 1 , 1 RISE 1 PAN .I T- ET THICK- so Et l Hl ., ,, 'b �- W RISE' (SPAN RISE rid !kw.:I'Tol. 'I9t12' NESS - ST06 UMaa_M _ , 17 I3' 064 .kook 4a' 91! 6-'. t9' 301, 1 - TO1 - - 2'' 15 064• .06C 52 I-- E• 23•. 36' . i _ - - 24' IS' .064 .DEC 67 , E' 2e" 4T Plate , 11 - - - 2e' 2C ' 064- .060 "I,A- E- Ni 48 --- -----L`___-_-_-__ ------- --, i 3`.'" 24- 064'' 075 a •f 16` G' 3an' 6C' i$ s �I Toe Holes on 12' Centers -Max I , Rate ELEVATION a 0'. 3'' 079 aT' 29 p64' ,105 10- 3 - 47" ,� 46 r 36' ' 079' 49' 33' . 109' 105 i 12.1"t 20- 9i'- 54° e`_- 33 1 41' 11 0,9 t 5- 3e` 109" IM 14' 22 11 ' 63 --'-- 60 46' i .079• 6r•- 41 l09` i-H 115 1 2 101'-70 I12" 86 .1 S'' 079' 7' �4-" 13e' 135 117; -: 24 1247%12E SPECIFICATION FLARED END -SECTION FOR METAL PIPE -ARCHES 302 I 13"-4711 RISE VIRGINIA DEPARTMENT OF TRANSPORTATION IU2.03 W I S F R 1 l � I �RCHCECTS ,:::� i�.- P,0-BOX 678, BRIGHAM CITY, UTAH 84302 - (801) 734-6474 I FLYING-J TRAVEL PLAZA1-1 STjT III: JAtISTERiA?i�INjtii;Y-.1L ---------------- - --------- Drawing Title ---jj � Ili Harris,Smariga&Associates,Inc. VDOT DETAILS Planners/Engineers/Surveyors -- - _ -- Z 41 East All Saints Street, Frederick, MD 21701 Sea.( Drawn DLS Project NO. � (301) 662-4488, Montgomery County (301) 831-4048 6552-0-FLYJ CL Checked CAD Fite No. ~ RE VISIONS: REC � / o comIsol V rs NGILT &�'c C Reviewed Drawing NO. i`n 6D CL Date .�,APR) L. 1996 C-9 0 Q' Sc AS SHOWN 9 Of too a CG-7 CG-2 CG'12 Toper curb trlgfy down o _ TO 0 of INS point or Pay Une aE conflrue of full leiQll C6-12 2 6 4 PermissoDie wrote appl/cONe. `^ _ Mln- _ Construction Jold _ . o• o• o• o• o• . Mini gDarJ O IZ C-c �. o•o• lo•o•o•o•o P - - - - - - - - Coverrvm Cwncfpe .>: o Va(.3' Mir, coo di, Une CG-12 .(' - "T Ppy Lin, CG-12 Vor.w/Glh Sidewolt Vi - • o• o. o• o•o• o or Sloewolt Space o• o o a•o p0000•o � vdr. Pc Va .;art, Min Cansrructlon Joint o 5`0-0/k Pay Une CG-12 Sl2 otSate � - Q TYPICAL ALTERNATE RADIA: PLAN I•f FOR uSE AT APPuCADLE 57-REET 'S x *B Dors c r2 cc CONNECTIONS ANO COMMERCIAL wrat Corvnercio/Errtonce 5 concrete ENTRANCES. Itfeayy Trutt w Ttaffrc s•lclodreo I see Standard CG IJ shed ?03J0 RADIAL PLAN Cover 1 %7' r A tin Per missoble - ` Construction JWrr Jo J p• B I , _ Va/. lain I�' ocq• B coo Doc, oc, Sld .0/1 or�I i�Oo 1 $ o d • ' c. c' o�' o�• 00 Sloewol, SA7peae E �•o ® o •o, �• o• o o•o.l o•oO. pC.o o• ^ .oC _ o. •o. o•o� o Slope 12r1 Maximum A —J TANGENT PLAN 6•c. ISOMETRIC VIEW ®7•wnere Srd.CG-J CG-7 Is used. NOTES , 7'-4Is Ire mlnlmum Curb romp flora' 1a be Class A-3 Concrete (Class A 4 If Oreccsl) wl !n Slip-re5istonr /ntegr0/ Ir— Sidewd/t Area requirement to deleclobie wornii surface ccwerlfg ire entire widrn a( ire romp floor tramp (low 170, De twirl) orwNnxf buffer strip) ocNeve o 12.-1 slope VeCoSt Or cost In piocel. Tre aelOGoble warning snarl De provided by on exposed oggragole Sra.CG'2 e6 7'-4 Ilnsh Romp Stoll not exceed 0 OIGAImum slope of 12.-1. or CG-6 J j% Max rlored slats of curb romp to pe poured mo olllNcolly with romp floor or by using per- 9. ` INssoole construction Joint w1m.raqu/fea Dots. ff romp flow is press". haICS -most be provided fordowel bar$ so ftdf od/oinlrg tiered sides con Oe COST In pOce offer 'ocemery a prowsl romp f/owr .Pfecosr Cofe/e droll - Dr Goss A-t. p SECTION A -A Tills Item may be Required Dots ore to De No.5 .r O'yoced I. tenet' 10 cenlu slog Own sloes a Inc ramp precosl or cost In pion flow, mid-aean or romp flow. M/nlmum concrete cower I %?'. - curD romps win be moosured Gre paid for or Ire com(act unit prices for Ifyoroulic Cement •5 x e Dors o 12' cc Conctele Sloewort grid £.posed oggregdle sioewou. canpele-in - PerMssable ConsrrudlM - ���SOW-cMoxlduan Jan Cur.D/curt Geld QUner Slpce Irorsslllon5 adjacent to curb romps ore lnduoea In pdymeN for curb/curb, grid Queer. o.o.o.o.o.n �••^'^""'r'r wren used In confincuon wlrn Sronoard CC-3 or CG 7. 11r curb tote An tNs S,ondord !s • - - Io be od/usred IQ match Inc ono nloble curb configuration SECTION O_O m Accessible roule 15 defined as o continuous 'Curb RompS ore to be Iocofed 05 Sria n an lie dons Or as dlfKled Dy rfle Engineer. t U U unoDslrucle0.51o0le.flrm and slip reslsloN Trry ore to be provided of lnfersecrton5 wretever on occessaD/e rgJre [E wUNn ire rigfr4• o •o• Limits of Exposed oggreQde Sidewalk porn Connecting a//occes5ID)e elements of a way of o Ngtwoy foctilry crosses o curb reyordless of wlelrer sldewolt Is existing. fociliry Ina: con be Caaroocred.enfered one proposed or nonexistent. trey may De offset from pedestrian Cr05Swait5 as Strewn On pions IF Treormetn wrere widrn g( swwo/l of5ioewo/l used D! Oe"50ns will) moN iry lmpoitments. or as directed Dy Ile Enginee.r.LN srauld Cal De loaneNU d benitic, vee stop lines. space IS less Than -t Existing figtr poies.tlre fydrorns,drop /nets. et:.w!l/g/so Offectprocemen. CURB RAMP' SRCGrKxlgv Rf rLRLN,-L (PERSONS WITH MOBILITY IMPAIRMENTS) 502 504 20.-3.09 VIRGINIA DEPARTM£M OF TRANSPORTATION Ra lscd 4 26 9320 — ---1---- - - - -- --- --------- - — ------ ---- -- U64 Pored Shoulder Pavenwry� - ,iuOMs�uolevlal for Ina el __ r, Sdecl Malerldl �-�-, • • c Slool/tzea Suagrade--�r.':':':':'�'Y •t �`�""� — - - _Ao1C Plae Sudgrode S I% Grode (Lks)rgdet or ? s+Georexlie Oralrnge Foorle Agq,eWe Varlabile !Edge d Pored Strider, --1 e r-if no srootRlad morl.ls used If slobllited marl,15 used - PAVED SHOULDER SECTION NOTES Oullef does are to ae InVolled of 45' UNDERDRAIN OUTLET to `""`'drain P(m PARKER DETAIL aortm of undetdroln /rercn to be 4• beicw emom of subgrode. a /� or LeJP urn Sled Aluminum or ' DB0 Imp Min seed rlvds or wrens pgssl0/a axlEts ore to be provided Aluminum Plate balls comccalblei of 250lnteryoI5 using f Unnderdraln and surfer w/fn post material pipe. If / =sory. outlets mov be prnvlded ar �ove+tvv Ra yaafti� et • 4•{�• uo to 5Cri Irrervo/s using 6' undefdroln pipe •l= for o19orces pre- 259 and S aurfoll pair_ 1.31 iwlft.w ubbose ✓ eNvq--3- ........ Aluminum Aljq• 'Drdndde moletlWSMlIIWe o tMrlrrsxn ! 6063 T6 0 '8 1 of X1 mcldlal oy we/gN firer Cron standard Pipe lJxfJ. Steve Nazoo SuoptadeCrode SledposIs and plafes to be pointed w,VoB Aggfrowe) ! ganoNled /n ottnrdor" wun t.•e t*rf drolnode mo/efld is a slabidred onv, eeGdotexl/e Dralnage Fowc spec. If pointed Ire firot croon shall graded drainage layer maler/oi.faolc must wrap be .voJJ aluminum point or Noil cornoefety ofatrrd 'fr unlerdro/n rrefrn ono lop 'a Seed Mareflal or Stabilized /? wN/e p,lfe. lZ' are Ile r40 oI drainage /Dyer. Suoq,ode Material _ Marker to be Plocrd of out'd end of • - - an un-fefdraln /nsfollollms barring s l000rloru wtere underdrela Is /led Wit Other dfo/roqe stf ucrures w as CURB AND GUTTER SECTION dire red w rrr E g)roet. I i e LONGITUDINAL PERFORATED PIPE' I NON -PERFORATED OUTLET PIPE Type of Pipe CrusNnr✓ Strength LA'S/LF -e r 61D. Vitrified Clay I ow law Porous Concrete WnN Coo Ion cancre/e I 1500 I ,500 Cw�_ed Sled 0521 Corrugated AlunVrvm I .48 . - As£vlon F, of 1200 1400 Smoom wall PVC J 53 C 'CwrurX,red P!. e+I A4;Nr0 M-252 1 AAS fro 2t2 • wait rntctness rminFlrcles. • e Coiled ludrq a)1P•M In 4• dlome•tet OfW. 5PEC1FCArxw _ RE FCRC NC_ 24() 2S9 501 701 Type of Plpe Crusting Strength LDS/IF e r.r. 'r ID. w r, 6' tD. Vitrified Clov cx coo Concrete 1500 /500 ' Carruyored Steel 052 Car nd NUM 0.48 Aspen Fiber 12X 1400 Smoorn w� n Pit LOS J53 Sm•,otn won PE - 70 PSI ■ s 70 PSI 0 I M - • 'Nqn rhtciress imin}Ircnes. e+ 7esled oacefdlrg fo AST 014212 or 57 de0wrlen I - STANDARD PPE UNOERDRAIN - FOR PAVEMENT EDGEDRAIN VIRGINIA DEPMritfitr Or TRAllSponrAr/0.v - lOHnS �, ! ,h G �rQ'c� L, � ,r� 7"Co r r7e � 51-1a Pov Lines I The Droce w,re to be placed rounc�oosls wl'h one wire on eocn side „ (Exclusive of fcbrlc) I of brace were to be drown 1cu by twisting between Drcce and each -.-6 6" post. This coolies to aft brow wires. ? -3- Diogoncl 4" xcces to be p'cced in direction cf pull. x4'Gciv Steel Dowel e a• Post to be notched for dicgonal 4"braces. All 4"diagonal braces to 1=cEndali,Horiz-. races, ,r c I �. 5, nave two galvdntzed 12d nails a4 each end. 12"- FE-W21 4 Point Borbed i F -� I '�" i-�' b ( -►•� If EJ' J • i,r.� �-G,� Wife 6, 01 1 Min 4" -' t 9 Wire Twisted i_ 1 / Brace F, 0„ �i 4 Ground L IY It �-_-Comerp ost r= � 3' 2=O" Pay Lines ;"~-"Brace i ('ice Typical Soocitr• all Line L (Excluswe of FoDnc)` Hoses \L Pasts =� Pay tries---i me Pcst (Exclusive of Fabric) IF NOT -OTHERWISE NOTED DI MENSIONS ANDDES(9RIPTIONS SHOWN ON ONE DRAWING APPLY TO OTHER DE7_I`S WITS TN- SAME PCST T YP- Wove, 1,<.11re° rabrle �2,~— 5" 2' R rn � d. e I"'t I,nR ,' !' A. s' A: - A: ,'A. A. P. .A. s, • _1L :a. e. e, a `A . a: I The bottom of the curb and gutter may be constructed parallel to the slope of sub- 7 2 -0" surface courses provided a _ - minimum depth of 7" Is maintained. This area may be concrete = at the option of the contractor This curb shall be used when design � hen combination mountable curb and gutter is speed is greater than 40 MPH on used, the Standard Entrance Gutters or Standard Note: Comb. curb o gutter having o radius Rural highways and 45 MPH in Connection for Street Intersections are to nave b paid f less (obng ace n curb) snail developed Urban and Suburban the mountable curb configuration Incorporated. be Id for as radial combination curb & gutter. areas. When this standard is to be tied into existing This item may be precast or cast in place. barrier- curb, the transition is to be made within 10' or :he change in standards made at regular Concrete to be Class A3 if cost in piece, openings. - PS; -G000 if precast. 1 ON COMBINATION 4" CURB B GUTTER sRECIF FERE TIE REFERENCE VIRGINIA DEPARTMENT 105 of 502 ?OiOQ TRANSPORTATION X)r Street approach some {� IRod-es to be as A surfacing os mainline shown on plans) "I roadway C ' (Radius to be as ' Radial q>mbinot'a shown on plonsl r2" \ / 1) curb and Butler (� 6 T. 6. i ^ I X 6., Class A3 (H.E.S. e' b �. p • . p, ti. _ - _ _ - - - ----- w OptionolFlow Line Concrete E.ponsion nl I •' I i r - Expansion Joint A ,_.J ✓I SECTION C-C Note: Width "B" 7`0" ar as Mainline iood.oy ' shown on typical section. PLAN VIEW , IIJ Construct Grode changes with o poroboic curve. Edge of Shoulder r 1C' Poraboric Curve D I pf opbOnal Flow Line-as----ai slope Change Ma,nLne Rooaway - - - - - - - - - - - _ - - - - - When St'd. CC-11 is used for entrances built in conjunction with VDOT projects, please Slope Change r - - - _ _ _ D note the following D XX Mainline pavement shollbe constructed ' ' 40' Min. for Street ClRnection o the R/W kne (except any suDgrode 10. slabiiizotion required for mainline 20'Desirable for aommer ciol Enlr. pavement which con be omitted n 5' Min./ the entrance.) SECTION A - A A Rodlolcurb or combination curb - and gutter shaUmol be constructed beyond the R/W' fine except for replacement purposes. Guidelines for Grade Chore e D When used in conjunction with Standard 9 CC-3 or CC-7, the curb face an this Standard is to be adjusted to match the . Entrance Volume Desif able Ma.irnum mountable curb configuration. High (more than 1500 VPD) 0 % 3 % See Standard CC-12 for Curb Romp design to be used with this Slondcrd. - Medium f500-1500 VPD) < 3 % • 6 When the entrance rodFconnol accommodate the turning requirements of anticipated heovy - Low (less than 500 VPD) 6 % - e % truck traffic, consideration should be given to increasing the depth of adjacent proposed - sidewalk to 7 inches. XOpllonaf floHlne may be used lot entrances / in cut sections. Optionalflowlne may require warping o' a portion of gutter to preclude ponding of water. SPfCfICAf*N METHOD OF TREATMENT- R(f(pENc[ CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT Or TRANSPORTATION I 203.06 _ 4" 2'R A', d. cD Concrete to be Class A; cast in place,4000 PSI precast 21 This item may be precast or cost in place. Subbase 2" Rodiu• �\ \\• � — This curb i s to be used when design speed Iis 40 MPH or less on Rural highways and Note: Curb having a radius of 300 ft, or less L ' Su to, 45 MPH or less in developed urban and (obng face of curb)will be paid for as radial suburban areas. Ii � 1 C-:5E DEstct� � a `:.�: curb. a d �;PzC.05 SZ'D CQ,.7 nit•• 1 y �ic,utc;CD The depth of curb may be reduced as much as 3" + • F. 05"depth)or Increased os much as 3"(21"depth) in order that the bottom of curb will coincide with the top of o course of the podement L substructure Otherwise the depth is to be IS•• as shown. No adjustment in the price bid is to be ACCEPTABLE ALTERNATE mode for a decrease or an Increase in depth. IF CURB IS EXTRUDED SPECIFICATION REFERENCE STANDARD 6" CURB 105 VIRGINIA DEPARTMENT 502 0/ TRANSPORTATION 201.0i CG-6 4" 2.R d : .d A d'. d I d. •d. d °. A 4. d °'_ • . ' ' The bottom of the curb and d ° -_ __ gutter may be constructed parallel to the slope of sub-- -*- 2 -0" surface courses provided a L-6"minimum depth of 7" is maintained. This area may be concrete - at the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or Note: Comb. curb 9 gutter having a radius less in developed urban & suburban of 300' or less (obng face of curb) shall .areas. be paid for as radial combination curb 81 gutter. This item may be precast or cast in place. Concrete to be Class A3 if cast in place, 4000 PSI if precast. SPECIFICATION REFERENCE COMBINATION 6" CURB S GUTTER' 05 VIRGINIA DEPARTMENT 502 of TRANSPORTATION 201X FLYING — J TRAVEL PLAZA Drawing Title ---— - _ - -- - _ ---- - ---- STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA DETAILS Harris,Smariga&Associates,Inc. VD� Planners/Engineers/Surveyors --- _ j --- -- - - - - - - --- - - 41 East All Saints Street, Frederick, MD 21701 Soot Drown DLS Pf10 NO. (301) 662-4488, Montgomery County (301) 831-4048 ' 6552-0-FLYJ Checked REC !CAD File No. REVISIONS: I E S E R Reviewed Drawing No. A R E H I T E Dote JULY 1997 C — 9 A P.O.BOX 678, BRIGHAM CITY, UTAH 84302 - (801) 734-6474 Scale Of AS SHOWN TYPICAL STEEL REINFORCEMENT FOR 200 ALL 4 WALLS TO BE #4 BARS Sp ACED 8" C-C BOTH WAYS, MIN. 4' TOP SLAB TOP SLAB. SEE Y CLEAR FROM ANY EDGE MH FRAME L COVER CENTERED IN WALL -\ DETAIL 1HIS MEET VDC1T STD IC-2 \ \\ /TOP TOP SLAB EL 196.33 -T SiAB EL. 196.33EL, 196.33 HIGH STAIR TRASH RACK TO �- BE PROVM ON FRONT AND BACK 195 OF RISER. SEE HIGH STAGE 6' ZD TRASH RACK nETAIL THIS SHEET HIGH STAGE WEIR EL. 194.5 HIGH STAGE WEIR EL, 194.5 • MH STEPS VDOT STD ST-{ 8' HIGH STAGE ORIFICE !NV. 190.2 r 8' DIA HIGH STAGE T'_6• 190 8" DIA. HIGH STAGE ORIFICE TRAM RACK SEE DETAIL THIS SHEET. - 1'-6' 8' S'-0'� 8' 36' RCP V-6' ORIFICE INV. 2902 BARREL #4 DOWEL O 8" 02ff'ICE PLATE V/ 1 12' 9CCMP TYP. ALL 4 WALLS 4' DIA OPENING `�36' INV. EL. 199A RCP (SEE DETAIL) BARREL � Tf-l qA - 6 la, BCCMP 185 J EL 189A A. mu -se c _-_-.---------__. . ,� d ° A-" 12' PERF. BCCiP � y _ . p; ►. - ------- - POURED CONCRETE BASE TO Bt PLACED UN APPXDVED SUBGRADE 9' -4' #4 BARS SPACED 8 C-C TOP 7'-4' 180 & BOTTOM, BOTH WAYS, MIN. 3' CLEAR FROM ANY SECTION A - AEDGE ... FPONT VIEW CONCRETE RISER DETAILS - 175 ASCALE, 1" " 3, MH STEPS I STD. ST-1 ADDITIONAL i 4 Vol FRI I 9 A TOP VIEW PLAN TQP SLAP PROPOSED POND BOTTOM I - T-MTN . - -.---.-._ _._ 12" PERF. BCCMP S" MIN CLR FROM ANY EDGE (TYP.) ALL STEEL TO HAVE 1-1/2 (XR. FROM 70P ANn BOTTOM OF SLAB. I v ADDITIONAL 04 REBAR VDOT NO. 3 AGGREGATE N Z r• NIZ -12 WELD STEEL CAP TO END OF PIPE PERFORATED PIPE TO BE WRAPPED WITH FILTER CLOTH - - - PERFORATED END PLATES WELDED TO BOTH ENDS OF TRASH RACK . ONS*UCTED TOP DAM El. 1 199.( - -- -- L_ S ETLED TOP F DAN EL. 197.5-1- Tr%o. Q� 1kAP9R)A0I I� COR� ;;L,-JL4 -- - - t---F -- i -- E IST. OUND I I - - --- IN 36 RCP --= �-- - 1 i � 18 .53 I I I MI COR (SC, CH, GC TR CH1"",48 MATT Cl Z W= O 0 L) I I I I Z CO O s LLJ CL l ( I I I i I I ! i i I j I I I I W i M g Zr + 3� C4 I I I I I I I i I O -Ia I 1 { t 4' O.C. GALV, EXPANSION BOLTS (TYP) ZD 0 0 0 0 0 0 #4 BARS- 0 0 0 0 0 12 I2'C-C 1' DA IHaLEs e EACH WAY X ` 0 0 0 0 0 4' O.C. BOTH WAYS T HROl1GHC'JT ENTIRE 0 0 0 0 o TRASH RACK 0 8' DIA. ORIFICE --- o Z�C, u o 0 o � � 3' MIN 0 0 0 0 = 31I 18' MI N, 3' _____-PERF. END PLATES TD BE WELDED TO BOTH 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1 +50 PROFILE OF DAM ALONG CENTERLINE SCALE: 1 "=50' HORIZ, » f VERT w 0 eo IN. rl ENDS OF 18' BCCMP 9' MIN HALF 18' BCCMP w/ I (� 1' DIA. HOLES 8 4' ILC. BOTH WAYS , BLTED TO WALL VERTICALLY w/ SI DE VI EW GALV EXPANSION BOLTS 1 +00 0+50 1 -5 - PR❑VIDE ASPHALT JOINT FILLER of MATERIAL BETWEEN ALL CONCRETE SURFACES EXCEPT BETWEEN PIPE AND CRADLE N - -- - - - I W_ � V) 36' RCP -- -- - 1 0�- -�- - N BARREL REI NF❑RCED 200 CONCRETE ICONSTR CTED f0 OF D M EL. 98.55 VD❑T CLASS SETTLE TOP 0 DAM L 197.8 O _ y- -°2 -� A3 GENERAL FRIJEBOARDj= 2.0' I IMPER OUS CbRE. EXtEND M ►' (A 100-YRi WSEL 1 5.54 I I TO 10 YR WS L (SC,gL,CH, 4 #4 BARS 195 ! GC M TERIAL) - @ 12' C-C I I �? ;'HREATIr LINE CONIC. EACH WAY 2-YR EL t9 .06 ANTif-SEEP OLLAR CRADLE ti --r- 1 DUMP -- -- L& I AIL)-- 7_ 14 z:ZZ-t 8' 3' �- `EX. DET! WSEL 0.2 I �ONCRE END ECT10N� "y/pD T A II FRONT VIEW (CENTERED OVER Er ORIFICE) GALV. EXPANSION BOLTS (TYP) 3/8'x 3' PROVIDE ASPHALT iu JOINT FILLER 8 I� 36' RCP BARREL IN WEIR TRASH R'A(=;K DETAIL 12" EM�NKMENi BCCMP VARIES i I CONC. I RISER OUTFLOW •� •i �. .. , .. .. . �•. fad •. _. ORIFICE PLATE WiTH 4" DIA. ORIFICE HOLE. PLATE TO BE WELDED TO INSIDE OF 12" BCCMP (SEE DETAIL) TWO PIECE FLANGE TYPE CONNECTION BAND TO PERFORATED PIPE SHALL BE BANDED TO LOW FLOW PIPE AND HAVE METAL CONNECT 12" BCCMP TO 12" CAP WELDED ONTO OPPOSITE END. PERF. BCCMP PERFORATED PIPE SHALL BE COVERED ON ALL SIDES WITH 12" MINIMUM VDOT NO.3 AGGREGATE. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED. SET PERFORATED PIPE AT INVERTS SPECIFIED ON STORM WATER MANAGEMENT PLANS PRINCIPAL SPILLWAY PROFILE. X - F ENDED_CUE_I E-__NTIION POND DE'vVATERING DEVICE N.T.S. NO SCALE .. CONIC. CRADLE �.- C❑NC, ANTI -SEEP COLLAR CONCRETE ANTI -SEEP COLLAR DETAIL N. T. S. PROVIDE THREADED INSERTS IN TOP SLAB TO CONNECT STD. 5/8" TRASH RACK BOLTS #6 REE:ARS FACED A 4' x 1/4' PLATES TYPICAL TOP AND BOTTOM 190ES- INV.18-11---�- - j -- 'POND BOTTOM L, 189. MATC, EXIST.' GROUN I 20 L.F.12" P RFORA D BCC P - EXT. ETENTi DEVI SEE ETAIL. I ROMP 30 CLASS I ___ _ RIPRAP VDOT�S SII DEC- i 185 -- --- - - NC. CRADLE-- I -- - ORWICE PLATE W/ DIA. IK E DETAIL HOE WELD D TO I SIDE I I J I OF 12" BC MP. PRbViDE CORE TRENCH MIN. 4' -r-� - -- 12" PERF. PCCMP I S= 3 I Q10 8.4 Cf MATERIAL (SE� DETAI) BAS RISER i Vp10 9.0 F S I Leo j----- - --rt- - - -}- - --- __- -- - -- I 3 RCP ASTM C 361 C ASS C 25 O 2 63R -Q1 00 1 ds-- - ! --- o - Vp 10 ! = 14. F S I 1 I I + I+ I I 175 ii I O 0 PRINCIPAL SPILLWAY PROFILE SCALE: 1 "=50' HORIZ. 1 "=5' VERT. ps REBAR PLACED INSIDE VERTICAL BARS TO BE SPOT WELDED AT ALL CROSSINGS STD 5/8" x 2 1 /TH B01 T5 WITH \ I I - -- -� ET WELD 06 REBARS 1d LOCI( WASHER IN THREADED INSERTS PLATES ATES iYPICAL i0P AND BOTTOM PRECASTED INTO RISER WEIR AND TOP _ SLAB SPACED 3" AT EDGE 1 PAINT ALL STEEL wftH TWO COATS OF TYP 1 /4 HOT DIPPED GALVAN7ZMC, AT SHOP. /4 2) TRASH RACK To BL USED ON FRON I AND BACK OF RiSER. 3) PUNT TRASH RAG!( ASSEMBLY BL.ACI(, TRASH RACK DETAIL FOR HIGH STAGE WEIR NO SCALE LE VD❑T CLASS A3 GENERAL LOW CRADLE BEDDI NG DETAI L N. T. S. 4' DLk ORIFICE HOLE CIIT INTO STEEL PLATF STEEL ORIFICE PLATE WELDED TO INSIDE OF 12' DIAMETER BCCMP PIPE 12' BCCMP PIPE TO BE CONNECTED TO PERFORATED 12" BCCMP PIPE WITH 2 PIECE FLANGE TYPE CONNECTION BAND. W ix 0 Ir U Z N O 5 W CL 82 0+00 SWM POND C❑NSTRUCTI ❑N Structure Backfl t t SPECI FI CATI ❑N,a BackfI t t adjacent to pi pes or structures shall be of the type and qua( I ty conforml ng to that speci fi ed for the adjol ni ng fl l t At references to ASTM and materl al. The flit shalt not be AASHTD spect f1 catl ons appt y to the pt aced i n hors zontat t ayers not to most recent versl on. exceed 4' In thickness and compacted by hand tempers or other SI to Preparati on manually di rected compaction equipment. The materl of needs Areas desi gnated for borrow areas, to fl 1 t compt etet y at t spaces embankment, and structural works under and adjacent to the pipe, shot t be cl eared, grubbed and At no time during the backfi t t strl pped of topsoil t . Al I. trees, operatl on shot t dri ven equi pment vegetatl on, roots and other be at I owed to operate ct oser object) onabl a materl at shot t oe than 4 feet, measured removed. Channel banks and sharp horl zontol i y, to any part of a breaks shop be sloped to no structure, Under no steeper than 11 1, cl rcumstances shot t equi pment be driven over any part of a Areas to be covered by the concrete structure or pipe; reservol r wl t l be cl eared of at l unl ess there I s a compacted fl l L trees, brush, togs, fences, rubbi sh of 24' or greater over the and other ob jectl onabl a Water! at structure or pl pe. unt ess otherwl se dell gnated on the pt ans. Trees, brush PI pe Condul is and stumps shah be cut approxl motet y ! evel with the ground At l pl pe4 shot 1 be cl rcut or 1 n surface, For dry stormwater cross section. management ,ponds, a mi of mum of a 50 foot radius around the I nl et Rei nforced Concrete Pipe - At t structure shot t be r-I eared. of the fot I owl ng crl tort a shot t apply for reinforced pipet Al t cl eared and grubbed materl at sha) l be dl sposed of outsl de and I Materl at s - Rol nforced bet ow the l I ml is of the dam and concrete pipe shot( have reservoir as directed by the owner bet( and spigot jol nts with or his representative. When rubber gaskets and shall specl fI ed, o. sufff cl ent quantf ty of equal or exceed ASTM topsol l wl I. i be stockpl t ed f n a Des! gnat) on C-361 . sul tobt e t ocati on for use on the embankment and other desl gnated 2. Beddl r.g - At t rel nforced areas. concrete pipe condul is shalt be told In a concrete Earth Ff L l beddl ng for thel r• enti re I ength. Thl s beddi ng sha! t Materl at - The ft I I materl at consl st of hl gh sl ump shall be taken from approved concrete placed under the desi gnated borrow areas, it pipe and up .he sides of shot I. be free of roots, stumps, the pl pe at( east 107 of wood, rubbl sh, stones greater Its outside diameter with a than 6' , frozen or other mi ni mum thickness of 3', or objects onabt a materi ai s. F! t t as shown on the drawl ngs. materl at for the f mpervi ous core and cut off trench Lnyl ng PI pe -Bell and 3. shall conform to lint fl ed So! 1 spi got pi pe shot t be pl aced Cl assi fi catl on GC, SC, CH, or wl th the be! I end upstream. CL Consl deratl on may he gl ven Joints shot( be made In to the use of other materl at s I n accordance wl th the embankment If design and recommendations of the construction are supervised by a manufacturer of the materl at. geotechni cat engi neer. After the joints are sealed for the entire i I me, the Placement - Areas on whl ch fi t t bedell ng shot t be pl aced so I s to be pt aced sha) l be that at l spaces under the pl pe scar) fl ed prl or to pt acement of are fl t l ed. Care shalt be fi l t . FI L t materl at s shot l be exercised to prevent any pl aced ! n mxl mum 8' thl ck dev! at[ on from the or! gl not (before compacti on) l dyers whit ch l I ne and grade of the pl pe. are to be contl nuous over the The first joint must be entire i ength of the fl i t , The t ocated wl thi n 2 feet from the most perneobl a borrow materi al rl ser. shot L be pi aced I n the 4. Backfi i t I ng shot i conform to downstream portions of the 'Structure Hackfl 1 embankment, The pri ncl pal spi l t way must be I nstoL t ed 5. Other detai t s (anti -seep concurrentt y wl th fl t l pi acement cot t ars, vat ves, etc. ) shat t and not excavated Into the be as shown on the drawings. embankment. Compaction'- The movement of the Concrete haul i ng and spreadl ng equi pment Concrete shat t meet the over the ft ', t shot L be control t ed so that the e,ti re requi rements of the latest edl ti on surface of each t I ft shot L be of the VI rgI ni a Department of Transportati on on Road and Brl dge traversed by not t ess than one Specl fl cation Section 217 Class A3 tread track of the equipment or compactl on shot l be achl eved by a General. N nl mum of four compt ete passes of Rock RI prop c sheepsfoot, rubber tired or A bratory rot t er. FI I l materl at shot l contal n suffI cl ent Rock ri prop shot t meet the '.ol sture such that the required requirements of the I otest edl tl on degree of compactl on wi t I be of the VI rgI ni a Department of obtai ned wli th the equl pment used Transportatl on on Road and Bri dge The fl t L materl at shot I. contal n Speci fi catl on Sects on 204 suffI ci ent moi sture so that i f formed I nto a bat t, I t wi I t not The rl prop shot i be pt aced to the crumble et not be so wet that requi red th! ckness ! n one water can be squeezed out, operatl on, The rock shot[ be Where a ml nl mum requi red densl ty I s del I vered and pl aced I n a manner specl fl ed, I t shot l not be t ess that wl t t ! nsure the rt prop I n than 95% of maxi mum dry densi ty DI ace shot I be reasonaW y vi th a mol ssure content wl thl n f2% homogeneous with the larger rocks of the optimum, Each toyer of fi i t uni form) y all strf buted and fl rmt y .hat( be compacted as necessary to n contact one to another with obtal n that densi ty, and 1 s to be the small I er rocks fl ! t 1 no the certl fl ed by the Engl neer at the vol ds between the larger rocks, ti me of constructl on. Al t FI t ter cl oth shot t be pt aced compacti on I s to be determi ned by under ati. rl prop and shot t meet the AASHTD Method T-99 requl rements of the t otest edl ti on of the VI rgI N a Department of Cut Off Trench - The cutoff trench Transportation on Road and Bridge shut 1 be excavated 1 nto I mpervi ous Specl f! cat! on Sect! on 245 materl at at ong or poral t el to the centerline, of the embankment as shown on the plans. The bottom wi dth of the trench shot I be governed by the equipment used for excavation, with the mi nl mum width being 4 feet. The depth shot t be at I east 4 feet bel ow ex! stl ng grade or as shown on the plans. The sl de slopes of the trench shall be I: i or fl aater. Tire backfi t I. shot 1 be compacted wl th constructl on equi pment, rot l ers, or hand tampers to assure maximum densi ty and ml ni mum permeabl t t ty DES1�:;N c-S, 111�1MIVARY Care of Water during Constructi on Ail work on permanent structures shall be Carr► ed out I n areas free from water. The Contractor shot i construct and Mai ntai n al t temporary dI kes, l evees, cofferdams, drainage channel s, and stream diversion necessary to protect the areas to be occupied by the permanent works. The Contractor shot t at so furnish, I nstal t , operate, and Mal ntal n at l necessary puMPI rig and other equipment required for removal of water from the various parts of the work and for mal ntal nl ng the excavatt ons, foundation, and other parts of the work free from water as requi red or all rected by the engineer for constructing each part of the work, After having served their purpose, all temporary protective works shalt be removed or 1 evel ed and graded to the extent required to prevent obstruction in any degree whatsoever of the flow of water to the spi t l way or outlet works and so as not to Interfere In any way with the operation or maintenance of the structure. Stream all versl ons shot t be mai ntai ned until the full flow can be passed through the permanent works. The removal of water from the requi red excavatt on and the foundoti on shot 1 be occompl I shed I n a manner and to the extent that wl t t Mot ntal n stab) l I ty of the excavated slopes and bottom of requi red excavatt ons and wi L t at I ow satlsfactory performance of all constructi on operati ons. Duri ng the pi art ng and compactl ng of materl al I n requi red excavatl ons, the water t evet at the t ocotl ons bet ng refl i 1 ed shot I. be mal ntol ned bet ow the bottom of the excavation at such t ocatl ons whl ch may requi re drat nl ng the water to sumps from which the water shot". be pumped: Stab) t ! zoti on Alt borrow areas shalt be graded to provl de proper drol nage and( eft I in a sl ghti y condl ti on, At t exposed surfaces of the embankment, spi t t way, spoil and borrow areas and berms shot t be stabl l I zed by seed) ng, l ! ml ng, fertl l ! zi ng and mu! chl ng I n accordance wi th the Erosion and Sediment Control Plan, Erosion and Sediment Control Constructs on operatl ons wl l t be carried out I n such a manner that erosi on wl t I be control I ed and water and of r pot l utl on ml nl ml zed. State and t ocal 1 aws concernf ng pot i utl on abatement wl t t be fot I owed. Constructl on pl ans shot t detal l eeosl on and sedl ment control measures to be employed during the construction process. I ALLOWABLE FACILITY WATER SURFACE ELEvanoN; DESIGN STORM RELEASE RATE FACILITY INFLOW DISCHARGE ( STORAGE VOLUME I (AC. FT.) 2 YEAR N/ A 47.4 3.5 it 193.06/2.34 10 YEAR 11.1 73.9 8,4 194.38/3.60 100 YEAR N/A 108.1 40.6 195 54/4 18 I EXTENDED DETENTION 0.31 N/A. N/A N /A EXT. DET. STORAGE 0.62 AC -FT (� D E'y v'AT E r< 1 1 v v L..J E: 1 FE A.TTENUA., ION �.ORAGE 4.18 A ---�n� /� WATERSHED AREA TO FACILITY 13.6 AC Yy, O R ! ! E P �AT E D ETA I ! DEVELOPEC AREA 15.64 AC ATER ANTITY PROVIDED 2 10 1,100 YEAR PEAK N.T.S. W QU , ATTENUATION. 10-YR ATTENUATED TO 2-YR RATE WATER QUALITY PROVIDED EXTENDED DETENTION FOR 1 /2" RUNOFF - - - - --- -- OVER IMPERVIOUS AREA -- FLYING-J TRAVEL PLAZA Drawing Title---------------- - -- - - o STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SWM DETAILS rII Harris, Smariga&Associates,Inc. �► a Planners/Engineers/Surveyors eS" 1 n PMW No. II /+' Cos! ^III Saints Street, Crederidk, PAD 21701 DL S I 6552-0-FLY,1 > (301) 662-4488, Montgomery County (301) 831-4048 'Checked CAD File No. REC REVISIONS: f PER, CO. COMMENTS Reviewed Drawing No. (� 5/7 97 REV PROFILE OF DAM ALONG CL.to - �Date n C- 1 V �- APRIL, 1996 P,❑,B❑X 678, BRIGHAM CITY, UTAH 84302 - (801) 734-6474 Scale 0 ot� AC CunlARml 10 of 16 CL ul J r���� ((A)) 90 0 V) -4 NOTE: PRIOR TO OCCUPANCY, ZACHARY ANN AN WILL BE z ?> x CHARY > F -4 INLET FUTURErn N BY-PASS CULVERT CONSTRUCTION > 11 �u HIZ Z ORCH,4RO, INC GRADED TO THE SOUTHERLY PROPERTY LINE OF PHASE TO BE PERFORMED WITH INSTALLATION CULVERT INLET PROTECTION _'0 - �Jn)Alrlg; J0 __4 N11 ONE BY PARTIES TO BE DETERMINED. SEDIMENT ANN ANE + 0) 700-)0) og J7J, PC 496 OF INITAIL SEDIMENT CONTROL PROTECTION EW-1 FILTER 11110 fibl' R /W 0 < CORNFY Z DEVICES i. e. SEDIMENT BASIN, W1 STONE SILT DIVERSION DIKES & ROCK CHECK,' 0 > c) FENCE - - - - - - - - - - - tx ZONED.' DAMS.% 9 -Oro-" 4- -3 00- 4 _+Z —2 -7 _7"_ __ 204---__ —_7 4_ 91 HP 03 6-6 — ____4+_4 . 6 u� 02 00- 'CO 02 §-6 71 7) EX UTILITY POLE E PIP. T SEE ETAIL -------------- pl— ESKT. S T__ TO BE RELOCATED L 35 BRL AS NECESSARY Qz 00 PER UTILITY COMPANY 0 C L. ROVIDE TEMPORARY ROCK [W-2 V 2 1 CHECK DAMS @ 100' INTERVALS. xp 05� SEE ROAD WIDENING ROCK FACE I" SPLIT RAIL FENCE SIGN PLAN FOR RT. 669 00-Z 0 X DIVERSION < DIKE -00 0 019 x Nil 1,10 (PROFILE CONSTRUCTION ROCK--' ol, 8-SD 094 STONE CHECK 00 ENTRANCE 15' WIDE & JVC WITH DAM C LO C JCTION 'K CoNSTRI NV.=19 REPLACE STONE WHEN N WASH RA SHALL L_LJ %(T 10.0 C—ACCUMULATED W1 SEDIMENT _J 6 r_1 70 0 K C-) o EL 'HOLDING PO OUTLET STRUCTU 93 r (SEE DETAIL S 93 10.1 10 x NS 9 U0 SWH-2 WASTE OTE LOADING SPACE 10 12')( SO' — SILT TR�ATIMEWT 0 Co y - 1,06 (Z� I - FENCE 0 L AAN T SIG A) < 96 ASH DtIMPSTER' PANE 105 X15-Q r C) CURB PRO COMPACTOR & 04 0 RES F it IN I 00, 0/\1 0 TANK ENCLOSV 14f' x 6" 8 14Z 96 W 11 K q 0< RV Z m -D LOADING SPP •rQ 20*x 95' 0 --A x < k -'s C/o 20 /0 > 95� 96 m - - - - - - - - - - - INV ILI n 95 _19E�, V. —1 2- 8' 2og 2 z > 4.__ . TRAVEL z 92 %-�q C) TE a0c) INV- DIVERSIO 2119 < 2 DIKE PLAZA C�o 0 I It C/o Do .0 N 1!� 10 LF C(.11 L I 5R2,08 F4 .4 4 RIPRAI�kP50=8", 11 12 18� -.7, THO OVER 212.5 1 m UCTION' 0 FILTER FABRIC STONE CoNSTR C 0 E 15' WIDE Ii I ',i I/ I ss :/0 ENTRANCE AS U LI Y C/o m ;0 WITH LI ES TO B EL A ED AF WASH NGWI YCTION Y R N(T .)CONSTRISWM smH_I :E RACK, C/O. LACE STONE WHEN POND INV. > SHALL SEDIMENT APP RENT NVPC ---- FIR IN 210-Q x ACCUMULATED W/ ESM (WIDTH NO DEFINED) LI 0 4 0 4 (J) DB 64 PG.366 IN (T CIO 01 24 8")c 0 T1 t"I r 0 ROCK ------- z K N C fQ CHECK REMOVE SILT FROM MH-1A 41l. DAM DEWATERING DEVICES 8 fm (D 08 0 B Cmp AS NECESSARY 2 5 QD PROVIDE TEMPORARY ROCK 9 IN (14 ROCK CHECK 0 100 INTERVALS. -x I ? 11Q , r7o 20 .2. 24'R �v Ov I 192 JEq 194 W 196 HT ro-V _7 OF u 1.000'- I 1v It Z" ir 4 3 LIGHT 4 L=425.74' (TYF 0' E3RL_ tockh 0 4 198 z 4 4 7z �5 4, 73-R DD 196 20 0 POW' 194 DIVERSION t - C� a, 208 PROPOSED 2 T 0 TO ALLECH /so DIKE �_*09,28' 2 —206 RAMP MENT upw — — " I'ED SEE E ACCESS S 10*40 POW LIN 26" W IT OF LINE WIDENI -.38' L11 I EL PQ2dmDE. NO Ll �G PLAN DIVERSION DIKE AND ROCK CHECK DAMSt.447 150-73' i S 11 '12'48" W. LL HEAD 0 PROVI[�F_ NOSE V I i vl!� I ��i5o 0 SHALL BE INSTALLED WITH INITIAL LAND IN /D LL DISTURBANCE ONE IN PLACE, BEGIN PRO 0 DOWN CURB ( T* y r�-C) 0 -CONSTRUCTION OF SWM POND PER THE 019 m 0 06 SGlv - 26V_ --DESIGN PLANS. SWM POND f6 -HE USED 0 :3 3:sw + Or AS A SEDIMENT BASIN WHEN 26� H GUARGRAlt A0,AJSTWEN tp� IS COMPLETE.O(l PAW_WNT WDGW SHALL BE MWRED V THJ' 5 AREA ACCORDING TO 1-81 UNDER DIRE(RON DF YVQT CONSTRUCTION PLANS BM 2.96 CHISEL AT D.A.= 1965 AC, N(- (Rou T-[-* ELEV.66 THE SOUTHWEST CORNER OF SOUTH BRIDGE ABUTMENT OF CA VUOT DOES NOT HAVE MY LIABILITY RT 669 CROSSING US RT_ 81 THE ELEVATIONS SHOWN ON THIS PLAN ARE 443 FT- BELOW OR MAINTENANCE RESPONSIBILITY FOR INTERSTATE ROUTE THE ON -SITE SWM FACILITY. HAS BEEN SECURED FROM VDOT. US -S ELEVATIONS. 6 (ARTERIAL HWY.) � � I VARIABLE WIDTH R/WNOTE ( .) q 0 - [n) �,At 0 jwp- ABSOLUTELY NO WORK IS TO BE PERFORMED BASE BID COMPLETE OF -WAY BEFORE A PROPER LAND USE PERMIT 0 REMOVEL REPLACEMENT DEED BOOK 306 4' PLA T BOOK 3, PC 48 WITHIN THE INTERSTATE ROUTE 81 RIGHT - HAS BEEN SECURED FROM VDOT. DEED BOOK 286#' PC 374 MILUNG HANT� ALTERNATE NO. 1 In PC 4 7,9 THIS PLAN FOR SEDIMENT M N �ILD OF EXISTING PAVEMENT AND 11 r .v.,_. dA 2' OVERLAY, FROM -STATION q IV Ij .6 i�11 ht�ujl�lujv CIUJVII�UL FLYING- TRAVEL PLAZA 0 00 T T (--I n A 7" T V7 C�T^klf-%AJA I I A A A �IC Tr-nl A I Ml� ?'nIf%Y Ir)rr%r0Id'W /^IT� 1111.11A K I NA1. nr a win > IN 0 1 F g Title EROSION & SEDIMENT CONTROL PLAN CONTRACTOR SHALL OBTAIN A Harris ,_Smariga &Associates, Inc. ppp" m Drawn Project No. 0 Seat 7 7 GRAPHIC SCALE I Akin niCTI 100 A IMIC-EDLAIT C-[Dnk A Planners/Engineers/Surveyorster J 7 F_ F DLS LLJ L_ /-,%14 u LI/ I I-) IVI \ L-) L_ L_I\IvII I I 1\%-/IVI 41 East All Saints Fredoril., ML) 21P)l 1 so 0 100 200 (301) 662-4488. Montqumery County (301) 831-4048 Checked CAD Fite No. I I I W -11 04 THE FREDERICK COUNTY DEPARTMENT I REC In REVISIONS: I U-) HR� �NN LAACNE 40+ 7/16/97 REV. PER VDOT COMMENTS (:T T iII Reviewed Drawing No. I inch= 50 ft. OF PUBLIC WORKS PRIOR TO ANY LAND 8/27/96 PER CO. COMMENTS C I 5/7/97 REV W-W-T.P. LOATIOA R HtI-/ S Date _1 re niZTI 1FP1K1r_ ArTIVITY r./7/Q7 PFV Pomn Hoimc -ATnN APRIL, 1996 I %-I I X L_s I I m I N_/ I I v a I I REV W-W T.P. LOCATION P-mBm 678. BRIGHAM CITY, UTAH 84302 - (801) 734-6474 Sca I 1"=50 11 01F 16 TABLE 3.31-C TABLE 3.32-1) SITE SPECIFIC SErIANG MIXTURES FOR III EDMONT AREA TE,NIPORAR'Y SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES - 1 olAl I,bs. M-11ini"I_S Per A= SEEDING RATE NORTH' - I SOUTH' PLANT 3/1 5/1 ( 3115 I 2111 5/1 9/1 RACSTICS CHATERI - Commercial or Residential 175-2(X) lbs. r�c� SPECIES - .Acre 1000 R- t0 LO to t0 I CO t0 Kentucky 31 or "Turf -"Type 'fall fescue 95-1(X)r"o 4/30 3/15 11/1 4/30 911 11115 t - Improved Perennial Ryegrass U,�/o 'b OATS 3 flu. (up to 100 lbs.. ' lbs. r I X F I X i Use sprang 'iar.eues ,e.;.. Nowe). Kentucky Bluegrass f Avena sauva an not less th50 Ibs. i ' ji gh �i��en lc �1wf_t 7.W 25U lbs. RYE° 2 bu. (up to l W lbs.. I 2.5 ibs. X { X X - I X Use for laze tail seedings, winter c. I. -...air, am less than 50 lbs.) I I cover. :'operates cold and low _ Kvnlnekv T1 nr •hurF-hVr1P. IAII ieSClle IU(1"Jo fSetana ,tal ca' - mites. - _Kentucky 31 fescue 128 lbs. Re(I 'Fop Grass 2 lbs. ' 1'h lbs. X X : I X I I X I Hay be added n mites. Will ANNUAL RYEGR ASS` 60 lbs. I I I mow out or most stands. ' Seasonal Nurse Crop(ja ifu mtln-1lorum) I50 Ills. WEEPING 15 lbs. h ozs. X }( Warm season xrrnniai. Mav bunco. Tolerates hot. dry slopes _L_4w=MAJ_ enane-g_$IoPe_1at�mr_11 all3;-D SS LOVEGRASS I and acid, tafertde soils. Vtay be I ra n a added to antes. Kentucky 31 Fescue 108 Ibs. Red 'Fo 1 Grass 2 Ibs. 1 Seasonal Nurse Crop { lbs. I aQoroz. l'h X X X X Warm season annual legume. !COREAN KORF. l'i ibs. I Tolerates acid sods. Vtav be ! I added to mixes. Crowllvetch : s e' stllwlac�r 150 IhS. ' Northern Piedmont and Mountain egion. Sew Prates .-= :and 3.'_ �. Use seasonal muse crap in Accordance with seeding dates As stated below: b Southern Piedmont and Coastai,Plaln. February Mill through April ...................... Ammal Rve May Ist through August 15th ..................... FoXtail Millet ` May be used as a cover tree with spring seeding. August 161h through October ...................... Annual Rye d Ititay oe used as a cover c oo With fall seeding. November••through February 151h .......,.�........... Winter Rye Y May be between these dots. ?canted tiffoiy�c�bet weep �ese dates. s, •• Substitute Sericea Iespedeza for' Crowuvelc1L.east of Farnlville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All Iegunle seed must be properly inoculaled. Weeping Lovegrass may 6e added to any Slope or low -maintenance mix during wangler seeding periods; add 10-20 lbs./acre in Illixes. , RUNOFF WAIER Wllil SEDIMIi41 CH11 V1,,'I, 11ND `V1RAI MA'S1I DROP IN'1,A7 (S'A'D1A11,,'N7` GRAVEL (12"MIN DEPTH) SE1)1MLIII FIT-IERE.D WA ER WIRE MESfI SPECIFIC APPLICATION Tlllti Mh,T1101) OF INLET PRO'1M-NON IS AI'll LICAIILE W111-:1 :: Ili?AVY CON(:E:NTPA'IED FLOWS, ARE: E;XPE:Cyl-:1), liti'I' NOT WHERE 110NDING .AROUND TlIE SI'RUC'11J1E: MI(NIT ('AUSf': E:XCKS,'51VE: INCONVENIENCE: OR DAMAGE: To ADJACENT ti'IMIC111110:8 AND ONI'ROTE:I" 11) AliE:AS 1 , GRAVEL SIIAIJ. BE VD0T #3, y3.57 OR #5 COARSE: AGGREGATE: TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES 1 1: Unless otherwise indicated, all vegetative and structural erosion and sedinlent'control practices %Vill Ile thnsirticled and maintained according to mininuim standards and specifications of the Virgini4__L.W5!(L>__;ind S.C3Ii-UCI)L�LQnLoUlaLir IlIgMk anti Virginia Regulations V'R 625-02AX) Erosion and Sediment Control Regulations. ES-2: 'I he plan approving authority must Ile notified one week prier to the pre- constrltction conference, one week. prior to the conlniencenlent of land (disturbing activity, and one week prior to file final inspection. ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ESA: A copy of the approved erosion and sediment control i,lan shall be maintained on the site at all tinges. ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off-si(e borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval 6y the plan approving authority. ES-6: 'the contractor is resjx)Isible 'fot installation (1f 'any ttdditional elusion control measurer necessary to prevent erosion and sedinleritalion as determined by. the pl, 0 approving authority. ES-7: All (dist£mbed areas are :r drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8: i)uring,de.watering operations, water will he pumped inlo, an. approved filtering device. ES-9: 'ihe contractor shall inspect all erosion coiitrol measures iieriodically and after each runoff -producing rainfall event. Any Necessary repairs or cleanup to maintain file effectiveness of the erosion control devices shall he made immediately. CURB INLI' 1' 1'Rf)YT C?''1ON WI TR_ 2—INCH 'T 4 -.INCH WOODEN WE'111%' SPACOM f X 4' WEIR 27 X 4" SPACER . .. 2' MINIMUM LUJuIll Of 2• X 4" 2' X WEIR --- GRAVEI - SIDE ELEVATION PERSPECTIVE VIEW SAND BAG OR - __ At1ER14ATE WEWl1T } --- T X SPACER WIRE UeSll - SPECIFIC APPLICATIOtf I - TO - — - — - 1 PIPE ItIIS MEIIIOD OF it It f I' PRO I Ec hbil 'is APPIICABIE TO CURB INIEFS WifFRE A STURDY, COMPACT INSTAI.IATION f IS DFSIR(D- EMERGENCY OVFRFIOW CAPAUIIIIIFS, ARE MRIIMAI, SO FXPFCT SIGNIFICANT PONP)nIG WITH -THIS v. MEASUPF•. GRAVEL SNAIL BE VOOT COARSE AGGREGATE N3, #357.OR /5 CONSTRUCTION 014' it rS'1 /A' 11'AW C.'L' (WIT11 61'11z1;' SUPPORT) I Sit POSTS AIM EXCAVAtE A x4" 2. SIAPIE WIRE 1E14CNG 10 flit POSTS IREtI(Ai UPSIOPL NotIG IftE 1.114, .. OF POSTS ) Itl�ii_f �.� fill,. AIIA,11 IfiE FRIER FANRKI 10 H4, WIRE 4- NACK,f,RL Alq) COMPACT fit[ I III, I Atio ExIENO it W10 111E IRENCH EXCAVAIED SOIL ((i(II( r r.ow �= ��(�IIIII s- �I iIIII ExTENSKOI OF fADRW A110 WIRE 11410 111E lRf NClf I N It R I A13RIC It1WIRE ROCK CHECK DAM 2 ACRES OR LESS OF' DRAINAGE AREA: FII.TF.R Ct.Orll (OPTIONAL) %NIP (NOWNS1REAM ViEW) VDOT NI COARSE AGGREGATE. - - - -- • FLOII � � 9 'P -- 10 ACRES OF DRAINAGE AREA: - - _ 7 a' FILTER CLOTH (OPTIONAL) (I)OWNSTREAM VIEW) VDOT II COARSE AGGREGATE.. ---- —_._ 1 FLOW ^,I CIASS A 'RIPRAP Harris, Smariga&Associates,Inc. Planners/Engineers/Surveyors 41 East All Saints Street, Frederick, MD 21701 -A (t �, ` 0.) 662-4466, Montgurnery County (301) 8_31-4v•r•8 „ REVISIONS' o / BJZ7/94, T��Co. 6,,7M6:N�s6,,7mczn�s 4.J" TONE CONA.J'TR UCTION ENTRANCE --_ --_70' NIN--_,___ I Ex IS11t Xi 1 PA VIE I$NI H UNIABIL BERM (OP I it INA4 ) SIDE ELEVATION C(N4kSE AGE.RE GAfE B )RAPPING UE VIII. yl 1 • NUSI ExlEta) fU1.L WIUIII I OF INGRESS Ar40 EGRESS PLAN VIEW OPERA110N f ll ilk CLDI11, -' / SECTION A -A 1__ """.7--77 SECi'I'ON 13-0' Source: Adapted front.12 3 �li![ylililst_ litl?il;aFSl� fi)r_ Sri! Plate 3.02-1 tilu5ioll. w1.e 50iment (yet tul, and Va. DSWC a 111 - 9 ('ON,"YTI ICTION' 0/ A SILT-YA`NCA' (WITHOUT _'�1I1"POPT) I SE:1' THE; STAKES 2 E:XCAVA11, A 4"X 4" TRENCH UPSI.OI'E: ALONG THE IANE•OE' t1� STAKES Hirt =(Ijll fB 4. 3 S'I'API.F: FILTER MATERIAL 4 BACKFILL AND COMPACT' COMPACT' SIFAI(E:S AND EXTENI) THE EXCAVA'l'E:D SOIL 11' INTO 'I'llF THENCII L) (III Illh �r StIkA-'T 1?10W INSTALLATION (1'E:RSPECT'tVE: VIEW) I I POINTS A SHOULD JAL Jll(rlrr;R T JAN POINT` 11 DRAINA(J'WAY INSTAH ATION (I•'RONT ELEVATION) I )eight T fir minin,lnn allowable height n,ensnrerl fj(,m tl,e upslml.e 1i('r of the dike is IR inchrs (ter Plate a.fM-T). �•( Cpn,�I l !",0 In. "tin� ` IIIIII �ll,�itllfllll l X-2"riot�l11Ilil lllf1 INllkl((IIIINII lllillllli 11111i 4 5' m, n Sm(rce: VA nSwf' Play 1 ua 1 Side -Slopes ISA mr. flalfer. almnit u h a minimum hate Kidfh mf 1 S'f�rl I re f'Iale 7IM. 11 Gfade The cham,el behind the dike chill have a IH,ciWe grade to n ctahili7rtl mullet If the channel slr>!,e is Iecc tf,ah mr equal In ].�'r,'nn stahilirntion is regni+ed. If the chyx is R,tatcr than ' 2%, the chnnnel shill) he vnbitixed in accordance with Sid k Spec. 3.17, SIORKiWAIVIT f-(1NVi:YAN('F (IIANNFI.. (i911e1 ' 1. The diverted runoff, if free of sediment, muss he released through a stnhilized outlet or channel. SEDIMENT & EROSION CONTROL DETAILS I= LYING—i TRAVEL PLAZA WHITE HALL BUSINESS PARK STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 1 C no t 0- 0- J (n SCALE: AS SHONM > DRAWN Z BY: DLS CHECKED BY: REC a n A rr - e� vnfl_. APRIL. 1996 M SHEET- 1 0 OF: I a PROJECT: 6552-0—FLYJ i nr-c,T (-`1 II Inr^1 1 -- ' TRANSITION FRAM VD STD C 13 6 Ct1 R B TO -QN — SI CURB & GU TTER EASEMENT IS HEREBY SECURED BY DEED BOOK 889 PAGE 514 FROM INTERSTATE ORCHARDS. x , TMP 23 ((A))- '17 & 19a' N/F THE INTER _�TATE QRCHARDS',v INC. U +019D' bB 202, PG 82 I j `M`� OF p1TCH USE: VACANT/ AGRICULTUJRAL(EX. ORCHARD) Q w 1URBANCE + .b9' (Y ZONED f�A O lU : j > z EX.x UTILII,Y x`POLE ~ ' w L Swp,�E TO BE RE�OCA LL i �� r�r . O z U cv r `y IM o' jog.76' 0. , ; P�C� , \ +li i 40 ,d7 — F— - I -r,,. i 1.4 tezlt� 07 BJ l -X0791' 07 EASEMENT IS H�PEBY" CURED BY DEED BObK 889 PAGE 0507 FROM, FRUIT HILL ORCHARDS STANDARD CG-12 CURB RAMPS (TO BE PLACED C-d THE DIRECTION OF VDOT INSPECTOR.) INTX. RT. 669 STA. —17+62.72 CL. ZACHARY ANN LANE STA. 0+00 — STA. 17+31.45 PROVIDE NOSE DOWN CURB/AND LANE/ > iA TMP 23 ((A)) 17 & 18 N/F THE INTER -STATE ORCHARDS, INC: DB 2027 PG 82 ,-o O O Q F— V) W Z _l 2 U F- Q 3 22-_- O 2" 4° 12' -H- RI ADDITIONAL LANE ALTERNATE EXIST. 1/4':1' GROUND 2 1 VDOT STD. CG-7 CURB AND GUTTER UD-4 (Typ) P OBE EXOC1U E�OCA�ED �0 BE CESSAR� 22�� AS NE o PER Qr 12' 12'LEFI 6T S I N LAN6' E I 1 12' W �J n-, oz 3:: W LJ iz o + . ` Q 0-- C) � + � rn � I I 19 I FLYING-J 1 TRAVEL PLAZA UD-4 —ON SITE CURB 0 AND GUTTER NOTE: EXISTING PAVEMENT ASPHALT . V1NJC IS 70 BE REMOVED SECTION (SEE VDOT STD. CG-7 PAVING SECTION) CURB AND GUTTER TYPICAL WIDENING SECTION RT. 669 NTS GRAPHIC SCALE 30 0 15 30 60 120 1 inch = 30 ft. _Harris, Smariga&Associates,Inc. Planners/Engineers/Surveyors 41 East Ali Saints Street, Frederick, MD 21701 (301) 662-4488, Montgomery Co6nty (301) 831-4048 REVISIONS: 9/16/97 REV. PER VDOT COMMENTS 8/27/96 PER CO. COMMENTS 11 /3/97 REV. CULVERT 0 STA 20+00 3/3/97 REVISED 7/16/97 REV. PER VDOT COMMENTS 8/18/97 REV. PER VDOT COMMENTS E o - � wtRE �N 0000zw �CF Q F-- 0 co0 Z ICE.'f' F ` w Z LJ_J 00 � =0�::D z a UUm (n� I LA o cr)U'W(nZWO cv�C�co0QF= z c0 00 F- Q < _ (Y�Qz> L.LJ LLJ _J O� wiCO W__a_- w 1,wWQaw cia- Q0 V) D�iM mlZ-�O ZIb NOTE TO CONTRACTOR: VDOT HAS RECENTLY OVERLAYED VA. RT. 669 THE OVERLAY DEPTH VARIES. THESE PLANS DO NOT REFLECT THE OVERLAY AND THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD ADJUSTING THE ELEVATIONS. ww � c� 0 -5z W =! �- O zw� �-- W z�oo_oJ Odom 0LJV)Q z_ z -JQQ}-�U.QWW ww =�f-~_ LLJ a: �, �12L �v w�I-�zzwLL- �O(n WQ _J �LI]O LLJc->ZF L, -JU) W O� ULY QW F- OX�t- >WLL ¢zL- MCA wOJF- Oww= <0FT- z>~mW w LLJF�- 'zOw v) YXO�Wzf) W W CF- F-- F- Qw ��N+m�Qn- m Of Q O Q, Q m w o Q E-1 ES-1 I-1 DI-3B 225 u� PROP 0.0 � N EXIST 220 GROUND GRADE PROP DITCH 215 i 60' 15° CL IV RCP It PROVIDE 10 LF CL Al RIPRAP _J 210 D50 =0.9', 18" THICK N -- -W-FILTER- FABRIC - - MN - 205 i PJ1MX 678, BRIGHAM CITY, UTAH 8430E - (801) 734-6474 F- � F- 0 00 0 co zo Oz STORM DRAIN PROFILE SCALE: HORIT 1"=30' VERT. 1 „=5' EXISTING ROADWAY NEW CONSTRUCTION NEW SHOULDER FLYING-J TRAVEL PLAZA d STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA in ID Drawing Title ROAD WIDENING PLAN VA. RT. 669 - 1 Seal Drawn DLS Project No, i 6552-0-FLYJ Checked !CAD Fite No. REC d lReviewed 111rawing No. a, c Date C-13 11) APRIL, 1�996 „-, lcale 1 u 1'=30' 13 0f 16 W Z I U Q -------------------------------------------------------------------------------------------------------------------------------------------------------- I HIGH POINT ELEV = 227.37 HIGH POINT STA = 9+97.8352 PVI STA = 10+00 PVI STA = 12+00 PVI ELEV = 227.60 PVI ELEV = 225,68 A.D. _-1.8403 A.D. _-1.0800 K = 54-3384 K = 92.5926 1 00.0000' VC PVI STA = 14+50 t'V I PVt ELEV = 220.58 ; A.D. _-2.0520 00 (N OLn `D K = 48.7329 0 ° + r + I` 'n O I00.0000' VC O + N N N + N V) W U W P� N - -- - - - ---- - --— -- -W W -- - .- -- m-- -- -- - ------- T > > Q- - _.- - - -- - - _ - -- . - F� - - -- - ---- - - -- -- i---- o c> - - d N LJ W O o th Q) - - 1 ; w _ 4 � I > > c U' w EXIST. BRIDGE I � I 220 I � 1 I I I J 1 LLJ 1 1 4 Og20% w i M 0 ; 1 m I I I I Q I X I N W I 1 ' I I _J 210 1 I O O O O O O O (D C.' O O 0 O O O t'M N O N d tp - rt N t` - N M I.C) O M r tD O cD � t0 O � '`� � C> � O W OtI �-' O M r7 '- O ^ to I� (0 (C) 00ob ONO N`- NN NM N� N� W<p N� CVn C(Vn CJn Nto N 1 N N (N N N N N N N N (V N NN NN NN NN NN rJN NN CJN NN NN NN NN CJN CJN N 15+00 14+00 13+00 12+00 11 +00 10+00 9+00 I I I r----------------------------------------------------------------------------------------------...-.--------------------------------------------------- ---------- - - - - -- - - -- -- -- -- -- ---- -- - - - I 1 I , - I I I I I I I 1 ' 1 i I I i 210 -- --- 1 I I 200 i I 190 ---------------------------------------------------------------------------, I —T - - I 1 PVI STA 1= 17+00 j PVI ELEV = 210.35 it 1 A.D. = 12.3799 I -K 4 2.0189_ I I nW POINT El EV -)n� , I j I vn �� - w„r N 1 00,Qgm VC LOW POINT STA"= 20+28,6211 n PVI STA = 20+.30 P,VI ELEV = 204.70 1+ o 0 - -- A D. = 3.4721Uji '�' Tk�r- 40 + O N N LLJ W - K = 57 6017 Q tO N J I 204.0000 VC Z i 0 w > Q I t` O m m N W r I + t0 _ � > i Z O U LLJ W N Q -' 1 N ,- 1 0 W J - C)I > > I 1 I i I 1 I n n I 25+00 24+00 23+00 22+00 21 +00 20+00 19+00 18+00 17+00 164 ---------------------------------------------------------------------------J R F_<::� T r-"' H I. I IR (--' I ---I R C) Q n F? T �� q SCALE PROFILE: HOR17. 1"=30' "-G' V LI\ 1. I -J PLAN- 1"=30' Harris,$mariga&Associates, Inc. Planners/Engineers/Surveyors v 41 East Ail Saints Street, Frederick, MD 21 /01 i5o2-4•ioS, Montgomery amount ''"'1 T f � f n (3Gi 9 Y Y l �u I � 03 i - 4v'w '1 - / I L � REVISIONS: 11-3-97 REVISED GRADE 17+00 TO 21+80 11-6-97 ADD CULVERTS ® STA 20+00 I \ C �--l T T F C/ P.ubux 6781 i*i&lim LiTY, VIIAIi if�,fUC C:f11l1 %34-6�%� 0- - -- - LO FLYING—J TRAVEL PLAZA 1 > STONFWAtt MAGISTFRIAI DISTRICT FRFDFRIM COUNTY. VIRGINIA 111rawino Title s ROAD WIDENING PROFILE VA. RT_ 669 Q m Seal Drawn DLS Project No. Z «<n ^ " V JJL-V-1 L IV LLJ Checked CAD Fite No. I-, REC Reviewed Drawing No. c�O j Dote JULY, 1997 C — 13A O I Scale LL 13A of 16 a AS SHOWN 1 1 _ 2 I INV. ( '` ` I12' 1 ' s 2 -- 4 210.0 i - �l-1.1CNCNB t I , '15 W •� I I ' N - I I I � cp G G -A 2 N '0 C I4 S S -'A� S 13 S A LOOA o� - Cq r/0 I I -� �0 60I 9 4 6 17 I , -r11 230 220 DATUM ELEV 05. 00 LO LO i2 W L IT OF - �'�r 0+00 z� i ' P R O�VII_P E NO rr' 1 t c ✓ - - �DOW ; -'` _ -A -A� I 2668 . PROVID NOSE Ek 56 i �09 Q: I o ` �___ I �Sr -- 2 p o �� I I O a DOWN CURB RECOC SjCN r — G rE O 2 q �, �, x 0+0 o _ 2so D PER Q -------- r, 7 o J q DD 00r -.. + 7 64 - _f GUARDRAIL ADJUSTMENT- & PAVEMENT WEDGING SHALL BE REQUIRED IN THIS AREA. _ UNDER DIRECTION OF VDOT I �► INSPECTOR - BM E EV.662.96 CHISEL AT -------_ '� Ord THE SOUTHWEST CORNER OF' SOUTH BRIDGE ABUTMENT OF t RT 669 CROSSING US RT. 81. I I I = THE ELEVATIONS SHOWN ON THIS PLAN ARE 443 FT. BELOW I USGS ELEVATIONS. I I I I + � D ATE MA "11 o I \ BANE BID - COMPLETE ` I I REN,OVEL & REPLACEMENT � 1 ' 00 N ALTERNATE NO. 1 - MILLING �n OF EXISTING PAVEMENT AND A 2" OVERLAY FROM STATION 10 10+50 TO THE WESTERLY BRIDGE - ABUTMENT OF THE U.S. RT. 81 BRIDGE. THE VDOT INSPECTOR WILL EXAMINE THE EXISTING PAVEMENT DEPTHS AND WILL BE THE SOLE JUDGE - AS TO THE LIMITS OF THE ALTERNATE. ! • ® • s . Z • - s • 3" ASPHALT TYPE IM-1A 6" SUBBASE AGGREGATE BASE MATERIAL TYPE 1, 21-B 12" OFF -SITE BORROW MATERIAL APPROVED SUBGRADE NTH A MINIMUM CBIR OF 30 PAVING SECTION FOR SHOULDER EXTEND STONE BASE ASPHALT PAVING 165 #/SY TYPE SM-2E 1' BEYOND EDGE OF PAVING 2" A CQU All T TVnC 1►/ _. In _ 15" ASPHALT TYPE: BM-Z 6" SUBBASE CEMENT TREATED BASE APPROVED SUBGRADE 12' OFF-SI It BORROW MATERIAL PAVING SECTION FOR TRAVEL LANE NTH A MINIMUM CBR OF 5 PAVING SECTIONS - WI THIN VDOT R/W IV T S _' PAVED SHOULDER DIRT 6, 1 2 SHOULDER 4' / EXIST. OFF -RAMP ,/ PAVING EXIST. Zr / GROUND \EXIST. SHOULDER TYPICAL SECTION PROPOSED RAMP WIDENING N1, GRAPHIC SCALE 30 0 15 30 60 120 Sol 1 inch = 30 ft. 1 +00 CROSS SECTION STA, 1 +00 SCALE: 1'-30' HORIZ. 1"-5* VERT. <0C T"o 0/_ 110�z 12' TRAVEL LANE SEE PAVING SECTION �S0, / / 220 DATUM ELEV ,210 00 0+00 1+00 CROSS SECTION STA. 2+00 SCALE: 1'-30' HORIZ. 1'=5' VERT. 4' DIRT SHOULDER 6 VED SHOULDER SEE PA CTION / 218 Q r4p 216 Al egNK 214 2,2 TOp e \ 'INK Harris. Smariga&Associates,Inc. Plonners/Engineers/Surveyors I East All Saints Street, Fro.derick, MD 21 /01 (3011) 662-4488, Montgomery County (301) 831-4048 REVISIONS: 8/27/96 PER CO. COMMENTS 7/16/97 REV. PER VDOT COMMENTS R /1 R /U7 RF V PFRynOT CfIGAMFNTS 230 220 210 w w o -4 —O ::) = ( z w 0 l- z w Q . 0- O V) = to 0 CIL-a a w (D 1) a a Uj 0 0 on LaJ LIJ a 0 L,J z 0 x Ld o Ln N N N (V 0+00 1+00 CROSS SECTION STA. 3+50 SCALE: 1"-30' HORIZ, 1"=5' VERT. 1-- -- -- z LLJ - o Lv J z j O0 Z w fz :D = O vl a 3 T_ o 0 220 �-_ > > a a 0 0 0 210 DATUM ELEV 200- 00 00 N 0 N o N N N 0+00 i T F-- n F— F\ W �- L f) P.O.BOX 678, BRIGHAM CITY, UTAH 84M - (801) 734-6474 1 +00 CROSS SECTION STA. 5+00 SCALE: 1"=30' HORIZ. 1"-5' VERT- FLYING-J TRAVEL PLAZA , C TllAICWnI I \I!` AIC TCOI AI nic rolf T COCnC OI!`u !`!VAI ITv \"Orlt.11A Drawing TiVe 1-81 SOUTHBOUND EXIT RAMP WIDENING Seat Drawn DLS ;Project No. 6552-0-fLT Checked CAD File No. REC Reviewed Drawing No. Date I C — 14 APRIL, 1996 I Scate 111=30• 14 OF 16 0 U) n a In u w CD 0 z Ld / N cD a M O 1y a * STANDARD CG-12 REST CHURCH RDA CURB RAMPS VA ROUTE 669 Y/4 THERMO RAW POSTED SPEED 45 MPH THERMO (TYPICAL 4- --- 1 1 O Y DY 4' z \ c� THERMO i u' i PROP. R\W NTH E R M O (TYPICAL) STANDARD V-DOT "STOP SIGN 30" � W 2 4" _ " STOP B A R THERMO z Y Q N W o z4 �XJN l L W = + N �=UN U F- �~ Q �Q�� YELLOW CROSS BARS 2' WIDE 12' APART. C /C W/4"THERMO W/4 THERMO Y/4"THERMO W/24" STOP BAR THERMO II rn z W/4" THEPMO r:�, INTERSTATE EXI T 0 0 MATCH EXISTING STRIPING r- R v r- . r-, \ vv 00 cJ AA O 1IV�I 1 (�0 00 �♦ N �� C THERMO SIGN_` I � U z z W/4 THERMO\G c U) 1 '__40' c c �� �-�� ;z4 \, C - > Z � to STANDARD V-DO - J ff ff L� i z rQ .jc S Tod'_ -SLGN 30 _ L , Q � W 5 g m n (/ r I n YELLOW CROSS BARS 2' WIDE � 12' APART. C/C� 'A X F b A = 1 +f _. z ;�j R A�,F 1P+00 W/4" THE.F;MO 10'- 401 C'/C- V/4 it TH E R M ) R(-P 0 L 17 ++A ► W RAMP W/4" THERMO TO STA. 5+00 -W/24" STOP BAR THERMO y D Y/4,, TH E P M 0 a+GO 44mm8+62.5500 CHISEA- PT BM E�E� 6F'2 �6 C1�RNER OF THE SOU TN W�-'T , �U TI�AE��T OF Rq)GE At sou TH 1 R���SING � S R T. 8 . RT 6E a H AWN ON TI�)NS `� THE Et.F- ARE 44 3 F T BE_Lovq THIS PLAN ,��N�. � SE ,S E LE V A • r r L • • a d • o W 4"THERMO / = — -- y W/4 THERM 0 0 o C/C I 7 ,, ci COY-4 Li a �r�— �I THERM() CDCD CD W/2 4 r nP Rr,ril i P 1. ...CD I TH F R I.A n -7I A (� I I n ' / � A n I IN } &AT { r- _ - FLYING-J TRAVFL PLAZA I T\ r \ w, f`�i• 1 ' i-� STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA Ioi '(U —I I` !� r � � �. ,I __. .__L ..V.-I ...' j• �_ u. uw.r.y ..e i - - - - — - STRIPING & SIGNAGE PLAN VA, RT, 669 a r s� r M&Asgclat+s,. r_ Q A purr cr AT I♦ I-_ � °},'. — VLbL\1 KALA r.-J\ LI LJL J PIOnr - s/' qn ear r.ur .,, ro, � r Drawn OLS Project NO. n F it i 6552-0-FLYJ NOTE TO CONTRACTOR: 30 �s '� f 01) i>62 =48r W, rr a (jO' 9� 40*.� Checked CAD Fite No. VDOT HAS RECENTLY OVERLAYED VA. RT, 669 REC z THE OVERLAY DEPTH VARIES, THESE PLANS DO kT VIS14445 W --- — — — NOT REFLECT THE OVERLAY AND THE CONTRACTOR _ — __ — .— —. — — — —. _ Reviewed Drawing No. � WILL BE RESPONSIBLE FOR FIELD ADJUSTING 1 1 inch = [t 8 27 96 Ps R CO OhOWNT` THE ELEVATIONS. 3, 5/9 RE "S_ED ----——----—--_ _ Date r_ —1 _�R a 1 RIS! PE_R rDO' JULY,1997 Pt'460), 678, ORIGH CITY UTA14 84� (801) 734-6474n/17 47 O PER IDO` Scale — 1s i