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HomeMy WebLinkAbout10-05 Kernstown Commons - Commercial - Shawnee - BackfileCw m o O`p o \�J. I a rn -o 0 41� n c, E o � i,, , n o xo- O <+ OrT_i � Qj < ! v I � xl i x n KIP anod 31S 'VA —min—...,--� _ ._��_ �sr_—.--.•_�.,,_�..--•_„_ �_ — S u ROUTE 11 IMPROVEMENTS SHOWN _ HERE ARE FOI: INFORMATIONAL -` PURPOSES ONLY. A SITE PLAN R THE PROPOSED IMPROVEMENTS ALONG ROUTE 11 INCLUDING LANDSCAPING, HIKER/BIKER TRAIL x AND ASSOCIATED DETAIL§ WILL BE l SUBMITTED SE�PARATELY� - z !�?-1 d 06 4 A / �,�.,a.�n � '�:M. �.t� ....�.w, ..�ww.2 s�3�� v. Ex ,�.� :�,� ,frk.�. ,�..�a. a,� > V/I P 1. REVISED PER COUNTY AND FCSA COMMENTS 5/8/05 BTN 2. REVISED PER COUNTY AND FCSA COMMENTS 6/27/05 BTN 3. REVISED PER COUNTY COMMENTS 7/18/05 BTN 4. ADDED SIGN EASEMENT 10/04/Ot BTN 5. REVISED COUNTRY INN SITE LAYOUT 5/01 /06 BTN I --t- NO. DESCRIPTION DATE CHKD REVISION I rn v C ` NV VOLUNTARY LIMITS OF "USE" PER PER LIMITED J1_ FUTURE LIMITS OF — PARKING LOT UPON ACCESS AREA OF 1-81 LIMITED ACCESS AREA OF t-81 BEING - - -- - -.. - - _ 50' BUIl01NG SETE3A �. ACQUIRED BY VOW / �: ---- ._--------- - - - LOT 1 3. 1 2.47 I L 1 EUTUR �cn .04 A DEVELOPM NT I SEE DETAIL THI SHEET o FOR CONFIGURAT N IF - S BR - 95 � LIMITED ACCESS CG , � � � of _ i IS NOT GRANTED s s t 20 FT. GATE OF 2003 INfERNA FIRE CODE t I PARR 0103.5FUTURE TS OF i ,_. PARKING U1 0 UPON \ PROFESSI NAL SEAL H OF BHAKTHAVATSALAM THIRUMM AWAS No. 036261 z S�ONVAL _PRIVATE — — — — ACCESS ESMT. PAD PROJECT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 14,400 S.F. mrI -w -�` 14, 62 4 S.F. mil GEOMETRIC PLAN ryb I■■.���W► � •�� �i� :fir ' .r 'y F z a Patton Harris Rust & Associates,Pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 I I I I r I I I I (I 1 1 O I I ' N TI F,TI 1 TE l FI NA MATCHUNE I I , 1 I Y I I � i (J O FTI C)o 1 �1 _ S I EWALK ;ION TO OE 'ED N F TUR LAN I I Er 5� DESIGN SURVEY JJD/BTN PHR+A DRAWN DATE SSJ/JJD FEBRUARY 21, 200 CHECKED SCALE BTN 1 " = 50' SHEET FILE NO. 4 OF 30 12814--1--0 '�1 / � .;, r• . 3s ,■ III 1 • � ��� � t..��,,•�. w. .: , t��4� III _ III 1 � lr�� ,'�'*tip ;r��w-tL �ti'. rwl'"d•.{�f� ''��'�"' .��. rl �� � \ t ` •#, ,� � ,�• +� �.�" ;� •�T �`�� � � � III III yt :, ' � I � • • � • ,/ •. of �rdi� ;�Y! a_it,� •.�`� �\ � � �`y,. � / `,`�/ �' � � 1 �1' II ` ) 1�� • �� _ S Ca l' f , ak .' c i '.r •• -i�r i nsr:, ..-:.,•:: s `s ,r,.,,, scrn I \ .�� � \ .Ili.. a• '+. � ..,_, C ,:; , , -:; .,., : d .. � .'k ,..,'.....A,., , s >€'..r. 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DESCRIPTION DATE CHKD REVISION SEAL BHAMVATSAI" TMUMALAINIVAS No. 036261 1IONAI. �� PROJECT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA GRADING PLAN Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY BTN PHR+A DRAWN DATE SSJ FEBRUARY 21, 200 CHECKED SCALE BTN 1 " = 50' SHEET FILE NO. 6 of 30 12814-1-0 / LIMITS OF CLEARING „2 AND GRADING —\ _ FA ti 2 i a 7 g� / X 1. REVISED PER COUNTY AND FCSA COMMENTS 5/8/05 BTN 2. REVISED PER COUNTY AND FCSA COMMENTS 6/27/05 BTN 3. REVISED PER COUNTY COMMENTS 7/18/05 BTN 4. RE—ROUTED WATERLINE PER FCSA COMMENTS 9/15/05 BTN 5. REVISED WATER AND ROOF DRAIN ENTRY TO COUNTRY INN. 2/01 /06 BTN 6. REVISED STORM SEWER DUE TO COUNTRY INN REVISIONS 5/01 /06 BTN NO. 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Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 f O L IV \ AIN I HAS1 fRADNN(, lAS BEI PS BEE THE P 2-1 kTIVE y 4 1 SHAJE OF Ziff D 3.1 DESIGN SURVEY IVM PHR+A DRAWN DATE SSJ/IVM FEBRUARY 21, 200 CHECKED SCALE BTN 1 " = 50" SHEET FILE NO. 8 OF 30 12814-1-0 20' CL ' 6"-21A Aggregate Surface 1 f I a Compacted Subgrade Emer enc - Access Roaftay Not to Scale I � f � � I 11 r S I i R LLLRSSS� e11 r 1 r J / 1 11 V IN v, = /05. 97 n (m�+ Q Ln IV ( t; U7 In 0 L 1 — ------u---------X— ---- <-X0 ! C N -- 3 ` '. O , � (D � I I x <�N D ���= Q o � � ? Z \\ � / • {{// Oro KgyIlnN • 31s •dn �9 83 Z NOTE: m ROUTE 11 PROVEMENTS SHOW —�RE ARE -OR INFORMATIONAL PURPOSES ONLY. A SITE PLA OR THE PROPOSED IMPROVEMENTS ALONG ROUTE 11 INCLUDING ' LANDSCAPING, HIKER IKER TRAIL x AND ASSOCIATED D LS WILL BE SUBMITTED CSEPARAT Y. I in _ z 0 0 t� i 9. REVISED STORM D10 T COUNTRY INN REVISIONS r15I / 8. REVISED FORCE N LAYOUT 31 0 73 m P f v Oto o �7 b U /1 19+49.a 7 -9 Z" S57WATEREfNE"t1 .. PROP. ELECTRIC , 8 330 " X o0 i ROP. ELECTRIC �rs of 46 1 — — / — — — _ — — — 50' BUILDING sETBAC ° / _ - - -- - - - - - - - - - / I nRED TRANSFORMER — X — _ — _ _ — _ I2�6 PVC (TYP.) 40, CONDUCE ' Ir 1 I I 40, (1 IS FUTURE) ESMTR• . ti L R. Q I 7S --—— --— — VDOT LASS U RIP —RAP O X x � I L 0 T 1 °° 2.4 / AC D \ c U T U R� 1 e a , — . r A r- ,, 1 _- C R. n5 • ' r . ••MAINTENANCE Id:'' '• rn wa � ;'fir �.,. �4a , �,■. '' �; �, \ � .�'/ a ,,y �� •� VESMT €3 , . �. r •..�. � � "ram■ .. �� fi. •31 ACCESS ESMT. •1 ' r "Imas T IT fig 14787 } ;' •' 's•r I ' {�FLOW 't(a p. •Ir f_%CVIJGU VwtAIr_R NIVV TCVVr VTSHIIV r-INIMT IV lrVUNIICT IIVIN. L/VI/Ub OIIV 1. REVISED PER COUNTY AND FCSA COMMENTS 5/8/05 BTN 2. REVISED PER CONTRACTOR AND CLIENTS COMMENTS —PHASING 6/1 /05 BTN 3. REVISED PER COUNTY AND FCSA COMMENTS 6/27/05 BTN 4. REVISED PER COUNTY AND FCSA COMMENTS 7/18/05 BTN 5. RE—ROUTED WATERLINE PER FCSA COMMENTS 9/15/05 BTN 6. REVISED PER FCSA COMMENTS 10/04/01 BTN NO. DESCRIPTION DATE I CHKD REVISION 114+ 'ORMI JUNC BOX 141 •• � i t . • . 4 WHEEL SIDEWALK A02% MAX SLOP Y •'. • ,. ...n4.. •_•.Y lt.. t.5:1 s _ •• 3MN a.... i3 i� r" �,�. �1 PROFESSI NAL SEAL BHAKTHAVATSALAM c� THIRUWI AWAS a No. 036261 r�vAL l�s PROJECT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA ?e. 0 C LINED TRI\\rA/LE 15k ado IT 446' 0 70% F RE LYYyyI . OF (S D IL S ET 26) - P IN fit] UPON LI D A ESS AREA :1 BEING AC J ED BY VDOT LOCATION 1k OF SAN. SEW. ®f. UTILITY LAYOUT •' DETAILS SE, r • .� .. O 1 kS , 1 N T 1 _ DT WA R SERVICES (DOMESTIC ANDI FI E) SHAL BE ET\ E Aft EACH SHALL HAVE A DOU$LE H CK CK . P EVENTION ASSEMBLY. 1 2_ CS \ HA REVIEW THE MECHANICAL JDR I GS CO ` AINIG E DOMESTIC AND FIRE SERVIC ETERS AND BAC LOW P ENTION DEVICES, AND APPRO E1�11) HE SIGNS AND �4TERIAL . 3. REF\ TO CSA CONSTRUCTION NOTE 1 11. 1 4. FOR ATERI L REQUIREMENTS REFER TO C A ST DARDS' & SPECI ICATId S- SECTION 2, PART 2, PA A RAPH 7 & 1 r 1 1 I 1 1 Z1 r Zy 1 A I � k 5 FT ORIZONTAL + j EPARAnON I 3.0' MIN l covER i I I I 1 f w» r., nit I ( . I 1 I .- .. 1.�11W{['w'islti�l�� t..r.ataw��.twr�.� t■t��tt.n vi„iif>.�iiiniiii ■ Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD/BTN PH R+A DRAWN DATE SSJ/JJD FEBRUARY 21, 200 CHECKED SCALE BTN 1 " = 50' SHEET FILE NO. 13 OF 30 12814-1-0 WATEIRLIN1 PROPOSED GRADE 4' MIN. COVER i W TER NE1 9 % CO PACTED EXIS 1 G GRADE � PROVIDE JOIN RE TRAINTS J f m m Q d Z X Q — w z � w� z z z 2 � s z 0o m m m � m a a w � � Q W [C m Ql + N � in � � M � N + in � w �" ~ r N N N N r coO r W 00 to N II II O x > O O p� II O 11 N !i r It O II 00 II et II`D O O II � N �. IIN�p �' 06 II n 11 tp ca II N 11 N O O O s� +- O c� O) N O N st N d- 0 'n n to M O cs� N _N + '- r a0 + + + + + + + + � -}- co a0 I + it � N h � O I I I O r N O N� N I I M� �Z M O to Ob a}' to e} •el- (O h h �['1 If'f M M N O o O O Q O O O O Q n n n n n n n h EXISTING GRADE 720 720 710 710 700 LU 700 w Z J W Q 3 LE LX N + 3 d N Uj h O Uj m 690 amo ki + W to M O w DATUM ELEV + °' ap I ^ s > 690.00 ppW8> X G� COONNs I TOO r�i DATUM ELEV r r N r 685. 00 n d 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 n 10+00 11+00 12+00 13+00 14+00 15+00 730 F- )$ 720 720 710 710Uj 700 It I Ld w 700 It X DATUM ELEV M 695.00 n LLI 10+00 11+00 12+00 DATUM ELEV I 690.00 h 0 n 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 7 PP\nccn WATMI IAIC Donrn r ni it Tn nni IKITDV WKI DC1nC`In AIc c in, inLI MTAI RESTRAINTS WATERLINE WATERLINE I i PROPOSED GRADE � / 4' MIN. COVER � 4' MIN. COVER 1.5' MI / — �� NICE G 1' NCE CLEARANC� � 8" SDR-21 WATERLINE EXISTING GRADE �. 95% COMPACTED FILL ROVID JOINT RES RAI TS J (n UI x a z o �> a w a� w Q z_ � � "v w = w 3 co m m ©� o `° � cp � � o � o M w w n n �p °$ c*i N �i-c� N O_ �' h-- W x �, r N N In r. +wWw II I i N� C.4 II N~ NO � o0U � d�l9 O O � cNOZ u�z a1z O ao oz M I� Z � c� N c0 Ul � O to O tD cp Vl corn O� +°p + +� +o + +o + +o � � O I r m N� N MV ^ �U � (D (+U� + 00 to t0 00 N O O to n O M c0 c» N d- M M M M M M •- O O O r r N N N N N N N N WA TER INE G PRO OSED GRADE EXIS ING GRADE _ 4' MIN. COVER CLEARA 8 SDR-21 9�5% COMPACTED W TERLINE iLL PROVIDE J INT 1. REVISED PER COUNTY AND FCSA COMMENTS 5/8/05 BTN 2. REVISED PER COUNTY AND FCSA COMMENTS 6/27/05 BTN 3. REVISED PER FCSA COMMENTS 7/18/05 BTN 4. RE-ROUTED WATERLINE PER FCSA COMMENTS 9/15/05 BTN 5. REVISED PER FCSA COMMENTS 10/04/0 BTN 6. REVISED WATER AND ROOF DRAIN ENTRY TO COUNTRY INN. 2/01 /06 BTN NO. DESCRIP11ON DATE CHKD REVISION PROFESSI NAL SEAL H OF Gf BHAKTHAVATSALAM 'M � THIRUMALAWNAS � No. 036261 slol!vnL �� ATERLINE"I' PROPOSED G DE _._ 4' IN. COVER � --- i 1.5' i 1.5' � � CLR � CLR KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA WATERLINE PROFILES Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD/IVM PHR+A DRAWN DATE JJD/IVM FEgRUARY 21, 200 CHECKED SCALE BTN H:1 "=50' V:1 "=5' SHEET FlLE N0. 20 of 30 12814-1-0 720 710 32' VDOT CLASS II RIP -RAP DEPTH=3' 700 DATUM ELEV 690.00 IM (o O r- \ ' ! 2 3 C5) 6 (7� C8) 9 10 11 0 —1— 000 rn o _ . -- -- -- 6 hC M (6 0 hit 06 J O p N mh hhr U 0ria -� m . UM W O J OI it J O �oJ J ;2o I Oi oo / �Oa f PROPOSED GRADE -' I � i 1. -- i CLEARANCE / EXISTING GRADE / 18 / 122.13' 1" - - - / 19 .69' 24" CPP Cep 189.50, 24" CPP @ 0.50% 27" CPP Cal 0.50% - - _ - - 133.43' @ 0.50% - � 30" CPP -�`-_ @ 0.50% 6 �.08' 327.22' 1- 132.66' 48" CPP 30" CPP 34.60' 48" CPP @ 0.54% @ .55% @ 0.50% COMPACTED 60" CP EARTH FILL 0.50 O �^ '6 00 00 00 a) iv o o.-. -, o `_2 _0 i� .- 4'M00 h� 0)a) M0000 n U _ N 0 N Ito -t M d c0 (0 (0 00 (h (r) 0) .- p� rn o 00 V_ N oho �O �00 to � 1 N OO I O� �O J cflh� + II 11 it h0 + ~ II II + if It + F-- z 000 II h h I + f— (y,, 3 CO l� III- � h ooZ 0�'II h " _-Z N-pzz M�0Z_ U��zz (nc) - h.- 0 ZZ -_ 00-0 o0O °O � ONO_ O-D ENO_ r- r- c~nt~i�Z I ic~i�Z Z Z F-� Mn Z Z �r cn cn Z Z cn ZZZ �►¢- � > Z z �__ Z o + I �g>> L z z Of< _ _ _ _ _ _ _ V) to cn to � N z z M d h L6 O 6 (6 (p h h (6 Ll7 4 M d (0 (6 (0 00 h O O d 00`- O h O h O h O h p h O h O h O h O h O r, O h O h ^ 0) p N M N N N N N N N N h h h h h h h h h h h i vrvv IAru- 9 91 29 730 724 71( 70 DATUM ELEV 695.00 I Z+UU 11)+UU 14+UU 15+00 16+00 17+00 18+00 19+00 20+00 31 -_0,32 2 26 27 - 30 30A 0 �o+� N�-OZZZ ��ZZZZ N CN 0) N (6 d -L6 h II�O f� h IIrU- Ilm- cIt O Q J — 0 If }-OJ o f HOJ EXISTING GRAD PROPOSE GRADE i 1 i j 68.00' 166.47' 7" CPP 30" CPP 0.69% (� 0.50% �N M o M _ `- t� r- �d u' 00 V)00 N N N r h `ham lr, G? � u0 � h c-, �o P OQ00 3 ram' 0) h O r- N 0) 0) � O rh 011hhh � 00 O *- II II II coZ ((6IIr- +� II it MIIhr +� It it Cc' .-OZZ M�OZ z I +o ��» j �� : Z �� �ozzz F-(nZZ O M M O 00 �t d- (t� N N N N N N M 4 10+00 10+50 11+00 11+50 12+00 1. REVISED PER COUNTY AND FCSA COMMENTS 5/8/05 BTN 2. REVISED PER COUNTY AND FCSA COMMENTS 6/27/05 BTN 3. RE-ROUTED WATERLINE PER FCSA COMMENTS 9/15/05 BTN 4. REVISED ROOF DRAIN ENTRY TO COUNTRY INN. 2/01 /06 8TN 5. REVISED STORM SEWER PROFILE DUE TO COUNTRY INN REVISIONS 5/01 /06 BTN NO. DESCRIPTION DATE CHKD REVISION PROFESSIONAL SEAL H OF BHAKTHAVATSALAM U THIRUMALAINItrAS No. 036261 TONAL .�� km 73 72C 71C 700 DATUM ELEV 695.00 ct> L6 0 h 1 V) W 8.00, 21 " CPP @ 0.50% COMPACTED EARTH FILL 00 N 0) T� W h 0 + u)DO M.-O � Fj U) U) Z 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 o NOO �I o01;wLn Li hO nU � A h -Q�LO r- Z 11�- Ilga Ia- 11�� IV C)< OO� a- 1 0O-1 00 00 L_ L_ PROPOSED GRADE I EXISTING GRAD l i .-- @ 2.09% 192.82' 9(4.17' - 103.77' 42" CPP 36" ®0.51 CPP- oo` iv 42" CPP ® 0.50% �`, =-•= • �-,�• 00 00 (� `t W Jo �I'- cc! (0 t0 O ci ^ O) � .- N �qNO O +�hh J w ��h�-t-o O 1011 h "(�00 0) 11 r`h� M11 OOP- h h h 0) T ii it Z Z ¢ N+OZ N O Z Z Z NCO Z Z Z G)II od OZ �(jZcli 00 � jZ Z Z N Z � cn cn Z Z Z Z + �r Z Z Z Of <J> Z z - - - - to cn - - - (n 0 (0 N 00 M o0 M a7 to N 1,- O 00 (O 00 O O O O (6 O (O O r_ O h O o6 n 00 O 0) O d) O O �- 1- �- e- N •- v-- r N �- s- r- O r (065 h h h h h h h h h h h0 PROJECT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA STORM SEWER PROFILES 21 +00 22+00 10' CPP 50% 31 31A 0) h U 11 M- f0 I 730 � 0 _jH L'i 720 PROPOSED GRADE \-- EXISTING GRADE 710 8.00' o- 21 " CPP Q 0.50% 00 0 0) qMM h ONh O y V O00 0 v� h h O 0 II fl N0 _+~ it it Q+� "--O t j M-OZ Z nZ �Qjjj w`Lj DATUM ELEV c i can z z z z 700.00 00 N h h 10+00 Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. PH + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY IVM/KMR PHR+A DRAWN DATE IVM/KMR FEBRUARY 21, 200 CHECKED SCALE BTN H:1 "=50' V:1 "=5' SHEET RI F NO. 22 of 30 12814-1-0 From Struct. To Struct. # Structure Type Drainage Area acres Runoff C Factor C * A Flow Design Profile Top Elev. Increm. C * A Accum. C * A tc To Pipe min. Intensity "I" (in./hr. Q Increm. c.f.s. Q Accum. c.f.s. Pipe Diameter inches Slope % Mannings "n" Factor Maximum Q c.f.s. Flow Full Velocity f. .s. Length ft.(ft.) Foll Upper Invert Lower Invert 11 10 DI-3C 1.50 0.90 1.35 1.35 5.0 6.90 9.32 9.32 21 " 0.50 0.012 12.10 5.03 18.10 0.09 712.87 712.78 717.52 10 9 DI-3C 0.70 0.90 0.63 1.98 5.0 6.90 4.35 13.66 24" 0.50 0.012 17.32 5.51 122.13 0.61' 712.53 711.92 717.74 9 8 DI-3BB 0.10 0.90 0.09 2.07 5.0 6.90 0.62 14.28 24" 0.50 0.012 17.30 5.51 194.69 0.97' 711.67 710.70 720.00 8 7 DI-3C 1.20 0.90 1.08 3.15 5.0 6.90 7.45 21.74 27" 0.50 0.012 23.76 5.97 189.50 0.95' 710.45 709.50 717.93 7 6 DI-3CC 1.00 0.90 0.90 4.05 5.0 6.90 6.21 27.95 30" 0.50 0.012 31.49 6.41 133.43 0.67' 709.25 708.58 717.93 6 5 MANHOLE 0.10 0.90 0.09 4.14 5.0 6.90 0.62 28.57 30" 0.50 0.012 31.46 6.41 327.22 1.64' 708.33 706.69 718.00 18 17 DI-7 1.60 0.90 1.44 1.44 5.0 6.90 9.94 9.94 21" 0.51 0.012 12.24 5.09 49.15 0.25' 713.51 713.26 719.03 17 16 DI-3C 0.20 0.90 0.18 1.62 5.0 6.90 1.24 11.18 21 " 0.50 0.012 12.17 5.06 189.04 0.95' 713.01 712.06 718.59 24 23 DI-7 2.20 0.90 1.98 1.98 5.0 6.90 13.66 13.66 24" 0.50 0.012 17.27 5.50 100.67 0.50' 717.00 716.50 723.59 23 22 MANHOLE 0.70 0.90 0.63 2.61 5.0 6.90 4.35 18.01 27" 0.50 0.012 23.69 5.96 74.21 0.37' 716.25 715.88 722.06 22 21 DI-3C 0.20 0.90 0.18 2.79 5.0 6.90 1.24 19.25 27" 0.88 0.012 31.50 7.92 147.48 1.30' 715.63 714.33 720.90 21A 21 DI-7 1.50 0.90 1.35 1.35 5.0 6.90 9.32 9.32 21 " 0.50 0.012 12.15 5.05 63.87 0.32' 715.15 714.83 719.76 21 20 DI-3C 0.30 0.90 0.27 4.41 5.0 6.90 1.86 30.43 27" 1.28 0.012 37.99 9.55 58.50 0.75' 714.08 713.33 719.34 20 19 DI-4C 0.40 0.90 0.36 4.77 5.0 6.90 2.48 32.91 36" 0.50 0.012 50.90 7.20 130.98 0.65' 712.58 711.93 1 718.58 19 16 DI-4C 0.70 0.90 0.63 5.40 5.0 6.90 4.35 37.26 36" 1.24 0.012 80.39 11.37 70.29 0.87' 711.68 710.81 717.88 16 15 MANHOLE 0.40 0.90 0.36 7.38 5.0 6.90 2.48 50.92 42" 0.50 0.012 77.40 8.04 77.34 0.39' 710.31 709.92 719.21 15 14 DI-4CC 1.20 0.90 1.08 8.46 5.0 6.90 7.45 58.37 42" 0.50 0.012 77.08 8.01 149.98 0.75' 709.67 708.92 718.20 14 13 DI-4BB 0.30 0.90 0.27 8.73 5.0 6.90 1.86 60.24 42" 0.50 0.012 77.00 8.00 36.07 0.18' 708.67 708.49 718.57 13 12 DI-4CC 0.60 0.90 0.54 9.27 5.0 6.90 3.73 63.96 42" 0.50 0.012 76.94 8.00 194.67 0.97' 708.24 707.27 1 717.86 12 5 DI-4CC 0.70 0.90 0.63 9.90 5.0 6.90 4.35 68.31 42" 3.01 0.012 189.13 19.66 44.17 1.33' 707.02 705.69 716.99 5 3 DI-4CC 0.20 0.90 0.18 14.22 5.0 6.90 1.24 98.12 48" 0.55 0.012 115.16 9.16 62.08 0.34' 705.19 704.85 715.99 4 3 DI-3C 1.20 0.90 1.08 1.08 5.0 6.90 7.45 7.45 18" 0.50 0.012 8.06 4.56 105.67 0.53' 707.88 707.35 714.22 3 2 DI-4CC 1.00 0.90 0.90 16.20 5.0 6.90 6.21 111.78 48" 0.54 0.012 114.64 9.12 132.66 0.72' 704.70 703.98 713.86 22 56 DI-3C 0.70 0.90 0.63 0.63 5.0 6.90 4.35 4.35 15" 0.50 0.012 4.95 4.03 55.43 0.28' 713.04 712.76 720.16 56 55 DI-3C 0.30 0.90 0.27 0.90 5.0 6.90 1.86 6.21 18" 0.50 0.012 8.07 4.57 29.79 0. 15' 712.51 712.36 719.90 55 54 DI-3CC 0.10 0.90 0.09 0.99 5.0 6.90 0.62 6.83 18" 0.50 0.012 8.07 4.57 52.47 0.26' 712.11 711.85 720.58 54 53 DI-3CC 0.10 0.90 0.09 1.08 5.0 6.90 0.62 7.45 18" 0.50 0.012 8.05 4.56 175.69 0.88' 711.60 710.72 720.25 53 28 DI-38 1.00 0.90 0.90 1.98 5.0 6.90 6.21 13.66 24" 0.50 0.012 17.34 5.52 183,77 0.92' 710.22 709.30 718.00 28 27 DI-3C 1.40 0.90 1.26 3.24 5.0 6.90 8.69 22.36 30" 1.02 0.012 44.77 9.12 109.32 1.11 ' 708.80 707.69 716.18 30A 30 END -SECTION 1.10 0.90 0.99 0.99 5.0 6.90 6.83 6.83 21'5 0.50 0.012 12.14 5.05 8.00 0.04' 711.28 711.24 30 29 DI-3C 0.25 0.90 0.23 1.22 5.0 6.90 1.55 8.38 21 " 2.09 0.012 24.83 10.32 106.13 2.22' 711.14 708.92 715.89 33A 33 DI-3C 0.20 0.90 0.18 0.18 5.0 6.90 1.24 1.24 15" 0.50 0.012 4.95 4.03 116.00 0.58' 711.82 711.24 716.43 33 32 DI-3C 0.37 0.90 0.33 0.51 5.0 6.90 2.30 3.54 15" 1.37 0.012 8.19 6.68 19.69 0.27' 710.99 710.72 716.71 32 31 DI-3B 0.20 0.90 0.18 2.71 5.0 6.90 1.24 18.69 27" 0.69 0.012 27,89 7.02 68.00 0.47' 709.72 709.25 716.27 31 A 31 END -SECTION 1.10 0.90 0.99 0.99 5.0 6.90 6.83 6.83 21 " 0.50 0.012 12.14 5.05 8.00 0.04' 109.79 709.75 31 29 DI-3C 0.70 0.90 0.63 4.33 5.0 6.90 4.35 29.87 30" 0.50 0.012 31.38 6.39 166.47 0.83' 1 709.00 708.17 714.94 29 27 DI-- 0 0.31 0.90 0.28 5.82 5.0 6.90 1.93 40.18 36" 0.51 0.012 51.59 7.30 94.17 0.48' 707.67 707.19 716.24 27 26 Di- B 0.50 0.90 0.45 9.51 5.0 6.90 311 65.64 42" 0.50 0.012 76.91 7.99 192.82 0.96' 706.69 705.73 715.62 26 2 DI-4CC 0.22 0.90 0.20 9.71 5.0 6.90 1.37 67.01 42" 1.11 0.012 114.74 11.93 103.77 1.15' 705.63 704.48 715.43 35 34 DI-3C 0.66 0.90 0.59 0.59 5.0 6.90 4.10 4.10 15" 0.50 0.012 4.93 4.02 245.90 1.22' 711.22 �710.00 715.33 34 2 DI-3C 0.53 0.90 0.48 1.07 5.0 6.90 3.29 7.39 15" 4.54 0,012 14.90 12.14 69.90 3.17' 709.90 706.73 715.33 2 1 MANHOLE 0.00 0.00 0.00 26.98 5.0 6.90 0.00 186.18 60" 0.50 0.012 199.51 10.16 34.60 0. 17' 702.98 702.81 716.00 508 50A DI-3C 0.20 0.90 0.18 0.18 5.0 6.90 1.24 1 1.24 15" 0.51 0.012 4.99 4.06 88.57 0.45' 713.23 712.78 718.57 50A 50 DI-3C 0.20 0.90 0.18 0.36 5.0 6.90 1.24 2.48 15" 0.50 0.012 4.97 4.05 77.30 0.39' 712.53 712.14 718.91 52 51 DI-3C 0.30 0.90 0.27 0.27 5.0 6.90 1.86 1.86 15" 0.50 0.012 4.94 4.03 102.28 0.51' 713.96 713.45 721.58 51 50 DI-3B 0.50 0.90 0.45 0.72 5.0 6.90 3.11 4.97 15" 0.53 0.012 5.11 4.16 199.15 1.06' 713.20 712.14 719.80 50 49 DI-3C 0.85 0.90 0.77 1.85 5.0 6.90 5.28 12.73 24" 0.51 0.012 17.44 5.55 108.64 0.55' 711.39 710.84 716.86 49 32 DI-3C 0.19 0.90 0.17 2.02 5.0 6.90 1.18 13.91 24" 0.50 0.012 17.33 5.52 123.98 0.62' 710.59 709.97 717.28 57 53 DI-3C 0.60 0.90 0.54 0.54 5.0 6.90 3.73 3.73 j 15" 0..50 0.012 4.95 4.03 24.00 0. 12' 712.75 712.63 717.00 58 28 DI-3C 0.20 0.90 0.18 0.18 5.0 6.90 1 1.24 1.24 15" 3.73 0.012 13.52 11.02 36.18 1.35' 713.28 711.93 717.53 W bi-1 mo,%t,aFtE!D FLAP- ptpe i^ !h ' ;. I No. 036261 _ t huaazwj,-2�,: PROJECT KERNSTOWN COMMON 730 720 710 .DATUM ELEV 700.00 Q0 O N n 17 18 r 0) N to 0) W 00 .-J r h• O I� U < OaJ I EXISTING GRADE -- ' PROPOSED 49.15' { 189.04 21" CPP I 21" CPP Ca? 0.51 © 0.50% N 1.5' MIN. CLEARANC ED - n 00 N ' t (0 - 00-0 3 vz0 0 6 CO N tr r i Kl pj o et o ll h � � > 00 I� O o+ � II II II Z Z 00 «, r } II 00 r- O Z Z - z z z +o + �� l > cn cn z o W V) ? to 00 <- (14 T C,4 N 10+00 21 740 731 721 � 71 DATUN ELEV 705.0010+00 M a GRADE 720 710 •s M V� II f� N� -0 cc >; n Z DATUM ELEV 690.00 6 O r 4 O 00 M nU 0- 00 0dJ P OPOSED GRAD 105.67' 18" CPP @ 0.50% COMPACTED EARTH FILL EXISTING GRADE r u-0000 O v.✓ d 00 to 4 r * oll�� o + � II II O Z Z >> F- v~i v~i z z z N 0) O O 11+00 12+00 10+00 22 23 24 o O o NO 11+00 � " 111nxi.: s 2ro �ll,yll i kr. ,. ;; ..ems hr xxdk cer.. t� h �' a•. � 1 ^ tn, '.fl � mn.�.�" W�� 13+00 L Q 1. JCE N N r' U dM00 ©�J 00 OD �o of +o Q> Uz c0 r O r- 11 +00 aj h II ram- 11 M' alp a_I� O- II O- II 730 - 720 71 XISTING GRADE PROPOSED GRADE 24.00' 15" CPP @ 0.50% M N (. C0 C_7 N II N II II II +_ 07 -O ja0 I- Z Z Of > l- - v) z DATUM ELEV 700.00 N a) O o6 10+00 28 58 2 zao LO (6 IM- IPO.. a- ('0 a - to 11 730 F- � o 11 720 /PROPOSED GRADE r-EXISTING GRADE - .1 6 �$ 710 - d' Lo'_ N- � ONO M 07 00 t) o0r' O�� 00 +�h� O 11 II Z) 00 ) Z) N.--ZZO tn�0 Of z z z �Q> z D-4TUM ELEVU') �~r, V; U; 700.00 10+00 77 STORM SEWER INLET COMPUTATIONS GRATE INLET COMPUTATIONS Inlet Inlet Road C/L Road C/L Station Station Drainage Drainage Area Area acres acres Runoff Runoff C C Factor Factor C * A C * A C ' A C * A W W I I in hr in hr Q incr Q incr cfs cfs Q Q carryover carryover cfs cfs Q gutter Q gutter cfs cfs S S gutter gutter ft ft ft ft Sx Sx cross cross ft ft ft ft T ? s read spread W VU ft ft W W T Sw Sw ft k ft ft Sw Sx Sw Sz Eo Eo 10 10 a = a = 12W(Sw-Sx 121N(Sw-Sx +LOC. DEP. +LOC. DEP. S'W S'W - = 0 72W a 12W Se (ft/ft) Se (tt/ft) = = z + S'WE x +S'WE Lt ft Lt ft P Effea P Effee. Length Length ft ft - L Lt L Lt d d ft ft E E 16 16 h h ft ft Q Q intercept Intercept cfs cfs d h d h Qb Qb Carryover Carryover cfs cfs Remarks Remarks Number Number T e Type Length Length ft ft 3 3 DI-4CC DI-4CC 8 8 - 7.00 1.00 0.90 0.90 0.90 0.90 - 4.00 4.00 3.60 3.60 0.00 0.00 3.60 3.60 0.0010 0.0010 0.0430 0.0430 6.17 6.11 2.00 2.00 0.33 0.33 0.0833 0.0833 1.94 1.94 - - - - - 11.60 11.60 - 026 0.26 - 0.458 0.458 3.60 3.60 0.57 0.57 0.00 0.00 SUMP SUMP 4 4 DI-3C DI-3C 8 8 - 1.20 1.20 0.90 0.90 7.08 1.08 - 4.00 4.00 4.32 4.32 0.00 0.00 4.32 4.32 0.0010 0.0070 0.0230 0.0230 12.91 12.91 2.00 2.00 0.15 0.15 0.0833 0.0833 3.62 3.62 - - - - - 71.60 11.60 - 0.30 0.30 - 0.458 0.458 4.32 4.32 0.66 0.66 0.00 0.00 SUMP SUMP 5 5 DI-4CC DI-4CC 8 8 - 020 0.20 0.90 0.90 0.18 0.1$ - 4.00 4.00 OJ2 0.72 0.00 0.00 0.72 OJ2 0.0010 0.0010 0.0100 0.0100 8.99 8.99 2.00 2.00 022 0.22 0.0833 0.0833 8.33 8.33 - - - - - 11.60 11.60 - 0.09 0.09 - 0.458 0.458 OJ2 0.72 0.20 020 0.00 0.00 SUMP SUMP 7 7 DI-3CC DI-3CC 6 6 - 0.40 0.40 0.90 0.90 0.36 0.36 - 4.00 4.00 7.44 1.44 0.00 0.00 1.44 1.44 0.0010 0.0010 0.0200 0.0200 8.09 8.09 2.00 2.00 0.25 0.25 0.0833 0.0833 4.17 4.17 - - - - - 9.60 9.60 - 0.16 0.16 - 0.458 0.458 1.44 1.44 0.35 0.35 0.00 0.00 SUMP SUMP S 8 DI-3C DI-3C 8 8 - 1.20 120 0.90 0.90 1.08 7.08 - 4.00 4.00 4.32 4.32 0.00 0.00 4.32 4.32 0.0010 0.0010 0.0200 0.0200 14.84 14.84 2.00 2.00 0.13 0.13 0.0833 0.0833 4.77 4.17 - - - - - 11.60 11.60 - 0.30 0.30 - 0.458 0.458 4.32 4.32 0.66 0.66 0.00 0.00 SUMP SUMP 9 9 DI-366 DI-3BB 6 6 - 0.10 0.10 0.90 0.90 0.09 0.09 - 4.00 4.00 0.36 0.36 0.00 0.00 0.36 0.36 0.0200 OA200 0.0380 0.0380 7.73 1.73 2.00 2.00 1.16 iJ6 0.0833 0.0833 2.19 2.19 1.00 1.00 3.09 3.09 0.129 0.129 0.167 0.167 4.40 4.40 - 7.36 1.36 - 1.00 1.00 0.458 0.458 0.36 0.36 - 0.00 0.00 GRADE GRADE 10 10 DI-3C DI-3C 6 6 - 0.70 0.70 0.90 0.90 0.63 0.63 - 4.00 4.00 2.52 2.52 0.00 0.00 2.52 2.52 0.0070 OA010 0.0400 0.0400 5.88 5.88 2.00 2.00 0.34 0.34 0.0833 0.0833 2.08 2.08 - - - - - 9.60 9.60 - 0.24 024 - 0.458 0.458 2.52 2.52 0.52 0.52 0.00 0.00 SUMP SUMP 11 11 DI-3C DI-3C 8 8 - 1.50 1.50 0.90 0.90 1.35 1.35 - 4.00 4.00 5.40 5.40 0.00 0.00 5.40 5.40 0.0010 0.0010 0.0500 0.0500 6.89 6.89 2.00 2.00 0.29 0.29 0.0833 0.0833 1.67 1.67 - - - - -- 7 7.60 11.60 - 0.34 0.34 - 0.458 0.458 5.40 5.40 0.74 0,74 0.00 0.00 SUMP SUMP 12 12 DI-4CC DI-4CC 8 8 - 0.70 0.70 0.90 0.90 0.63 0.63 - 4.00 4.00 2.52 2.52 0.00 0.00 2.52 2.52 0.0070 0.0010 0.0160 0.0160 72.95 12.95 2.00 2.00 0.15 0.15 0.0833 0.0833 5.21 5.21 - - - - - 11.60 11.60 - 0.27 0.21 - OA58 0.458 2.52 2.52 0.46 0.46 0.00 0.00 SUMP SUMP 13 13 DI -ACC DI-4CC 10 10 - 0.60 0.60 0.90 0.90 0.54 0.54 - 4.00 4.00 2.16 2,16 0.00 0.00 2.76 2.16 0.0010 0.0070 0.0100 0.0100 76.82 i 6.82 2.00 2.00 0.12 0.12 0.0833 0.0833 8.33 8.33 - - - - - 73.60 13.60 - 0.17 0.17 - 0.458 0.458 2.16 2.16 0.37 0.37 0.00 0.00 SUMP SUMP 14 14 DI-466 DI-4BB 6 6 - 020 0.20 0.90 0.90 0.18 0.18 - 4.00 4.00 0.72 0.72 0.00 0.00 OJ2 0.72 0.0710 0.0110 0.0208 0.0208 3.89 3.89 2.00 2.00 0.5T 0.51 0.0833 0.0833 4.01 4.01 0.95 0.95 3.50 3.50 0.146 0.146 0.759 0.159 5.00 5.00 - 1.20 1.20 - 7.00 1.00 0.458 0.458 0.72 0.72 - 0.00 0.00 GRADE GRADE 15 15 DI-4CC DI-4CC 8 8 - 0.50 0.50 0.90 0.90 0.45 0.45 - 4.00 4.00 1.80 1.80 0.00 0.00 1.80 1.80 0.0010 OA010 0.0375 0.0375 4.42 4.42 2.00 2.00 0.45 0.45 0.0833 0.0833 222 2.22 - - - - - 71.60 11.60 - 0.17 0.17 - 0.458 0.458 7.80 1.80 0.37 0.37 0.00 0.00 SUMP SUMP 17 17 DI-3C DI-3C 6 6 - 0.20 0.20 0.90 0.90 0.18 0.18 - 4.00 4.00 0J2 0.72 0.00 0.00 0J2 0.72 0.0010 0.0010 0.0210 0.0210 4.85 4.85 2.00 2.00 0.41 0.41 0.0833 0.0833 3.97 3.97 - - - - - 9.60 9.60 - 0.10 0.10 - 0.458 0.458 0J2 0.72 0.22 0.22 0.00 0.00 SUMP SUMP 19 19 DI-4C DI-4C 8 8 - 0.70 0.70 0.90 0.90 0.63 0.63 - 4.00 4.00 2.52 2.52 0.00 0.00 2.52 2.52 0.0010 0.0010 0.0265 0.0265 7.82 7.82 2.00 2.00 0.26 0.26 0.0833 0.0833 3.14 3.14 - - - - - 11.60 11.60 - 0.21 0.21 - 0.458 0.458 2.52 2.52 0.46 0.46 0.00 0.00 SUMP SUMP 20 20 Dh4C DI-4C 8 8 - 0.40 0.40 0.90 0.90 0.36 0.36 - 4.00 4.00 1.44 1.44 0.00 0.00 1.44 1.44 0.0010 0.0010 0.0160 0.0160 8.92 8.92 2.00 2.00 022 0.22 0.0833 0.0833 5.21 5.21 - - - - - 71.60 11.60 - 0.14 0,14 - 0.458 0.458 1.44 1.44 0.37 0.31 0.00 0.00 SUMP SUMP 21 21 DI-3C DI-3C 10 10 - 0.30 0.30 0.90 0.90 0.27 0.27 - 4.00 4.00 1.08 1.08 0.00 0.00 1.08 1.08 0.0010 0.0010 0.0160 0.0160 6.62 6.62 2.00 2.00 0.30 0.30 0.0833 0.0833 5.21 5.21 - - - - - 13.60 73.60 - 0.11 0.11 - 0.458 0.458 1.OS 1.08 0.24 0.24 0.00 0.00 SUMP SUMP 2 22 DI-3C DI-3C 6 6 -- 0.20 0.20 0.9 .18 .18 -- 4.00 4.00 OJ2 0.72 0.00 0.00 0.72 0.72 0.001Q 0.0010 7 0 0.0160 7 6.37 2.00 7 0.31 6 0.0833 1 .21 -- - �- - - 9.60 9.60 - 0.10 0.10 -- 0.458 0.458 OJ2 0.72 0.2 0.22 0.00 SUM SUM 26 26 DI-4CC DI-4CC 6 6 - 0.23 0.23 0.90 0.90 0.21 0.21 - 4.00 4.00 0.83 0.83 0.00 0.00 0.83 0.83 0.0010 0.0010 0.0360 0.0360 3.11 3.11 2.00 2.00 0.64 0.64 0.0833 0.0833 2.31 2.31 - - - - - 9.60 9.60 - 0.11 0.11 - 0.458 0.458 0.83 0.83 0.24 0.24 0.00 0.00 SUMP SUMP 28 28 DI-3C DI-3C 10 10 - 7.20 1.20 0.90 0.90 1.08 1.08 - 4.00 4.00 4.32 4.32 0.00 0.00 4.32 4.32 0.0010 0.0010 0.0200 0.0200 13.35 13.35 2.00 2.00 0.15 0.15 0.0833 0.0833 4.77 4.17 - - - - - 13.60 13.60 - 0.27 0.27 - 0.458 0.458 4.32 4.32 0.59 0.59 0.00 0.00 SUMP SUMP 30 30 DI-3C DI-3C 6 6 - 0.25 0.25 0.90 0.90 0.23 0.23 - 4.00 4.00 0.90 0.90 0.00 0.00 0.90 0.90 0.0010 0.0010 0.0435 0.0435 2J2 2.72 2.00 2.00 OJ4 0.74 0.0833 0.0833 1.92 1.92 - - - - - 9.60 9.60 - 0.12 0.12 - 0.455 0.458 0.90 0.90 0.26 0.26 0.00 0.00 SUMP SUMP 31 31 DI-3C DI-3C 6 6 - OJO 0.70 0.90 0.90 0.63 0.63 - 4.00 4.00 2.52 - 2.52 0.00 0.00 2.52 2.52 0.0010 0.0010 0.0300 0.0300 7.84 7.84 2.00 2.00 0.26 0.26 0.0833 0.0833 2J8 2.78 - - - - - 9.60 9.60 - 024 0.24 - 0.458 0.458 2.52 2.52 0.52 0.52 0.00 0.00 SUMP SUMP 32 32 DI-36 DI=3B 6 6 - 0.20 020 0.90 0.90 0.18 0.18 - 4.00 4.00 0J2 0.72 0.00 0.00 0.72 0.72 0.0140 0.0140 0.0208 0.0208 3.51 3.51 2.00 2.00 0.57 0.57 0.0833 0.0833 4.01 4.01 0.97 0.97 3.50 3.50 0.746 0.146 0.162 0.162 5.40 5.40 - 1.11 1.11 - 1.00 1.00 0.458 0.458 0J2 0.72 - 0.00 0.00 GRADE GRADE 33 33 DI-3C DI-3C 6 6 - 020 0.20 0.90 0.90 0.18 0.18 - 4.00 4.00 0J2 0.72 0.00 0.00 OJ2 0.72 0.0010 0.0010 0.0300 0.0300 3.40 3.40 2.00 2.00 0.59 0.59 0.0833 0.0833 2J8 2.78 - - - - - 9.60 9.60 - 0.70 0.10 - 0.458 0.458 0.72 0.72 0.22 0.22 0.00 0.00 SUMP SUMP 33A 33A Dh3C DI-3C 6 6 - 020 0.20 0.90 0.90 0.18 0.18 - 4.00 4.00 0.72 0.72 0.00 0.00 0.72 OJ2 0.0010 0.0010 OA160 0.0160 6.37 6.37 2.00 2.00 0.31 0.31 0.0833 0.0833 5.21 5.21 - - - - - 9.60 9.60 - 0.10 0.10 - 0.458 0.458 OJ2 0.72 0.22 0.22 0.00 0.00 SUMP SUMP 34 34 DI-3C DI-3C 6 6 - 0.50 0.50 0.90 0.90 0.45 0.45 - 4.00 4.00 1.80 1.80 0.00 0.00 - 7.80 1.80 0.0010 0.0010 0.0300 0.0300 6.26 626 2.00 2.00 0.32 0.32 0.0833 0.0833 2.78 2J8 - - - - - 9.60 9.60 - 0.79 0.19 - 0.458 0.458 1.80 1.80 0.41 0.41 0.00 0.00 SUMP SUMP 35 35 DI-3C DI-3C 6 6 - 0.60 0.60 0.90 0.90 0.54 a.54 - 4.00 4.00 2.16 2.16 0.00 0.00 2.16 2,16 0.0010 0.0010 0.0300 0.0300 7.07 7.07 2.00 2.00 0.28 0.28 0.0833 0.0833 2J8 2.78 - - - - - 9.60 9.60 - 0.21 0.21 - 0.458 0.458 2.16 2.16 0.46 0.46 0.00 0.00 SUMP SUMP 37 37 DI-38 DI-3B 6 6 - 0.20 0.20 0.90 0.90 0.18 0.18 - 4.00 4.00 0.72 0.72 0.00 0.00 0.72 OJ2 0.0200 0.0200 0.0208 0.0208 2.94 2.94 2.00 2.00 0.68 0.68 0.0833 0.0833 4.01 4.01 0.99 0.99 3.50 3.50 0.146 0.146 0.165 0.165 5.90 5.90 - 1.02 1.02 - 1.00 1.00 0.458 0.458 OJ2 0.72 - 0.00 0.00 GRADE GRADE 38 38 DI-36 DI-3B 6 6 - 0.20 0.20 0.90 0.90 0.18 0.18 - 4.00 4.00 OJ2 0.72 0.00 OAO 0.72 OJ2 OA200 0.0200 0.0208 0.0208 2.94 2.94 2.00 2.00 0.68 0.68 0.0833 0.0833 4.07 4.01 0.99 0.99 3.50 3.50 0.146 0.146 0.165 0.165 5.90 5.90 - 1.02 1A2 - 1.00 1.00 0.458 0.458 0.72 OJ2 - 0.00 0.00 GRADE GRADE 39 39 DI-38 DI-3B 8 8 - 020 0.20 0.90 0.90 0.18 0.18 - 4.00 4.00 0J2 '0.72 0.00 0.00 - OJ2 0.72 OA225 0.0225 0.0208 0.0208 2J5 2.75 2.00 2.00 OJ3 0.73 0.0833 0.0833 4.07 4.01 0.99 0.99 3.50 3.50 0.146 0.146 0.165 0.165 6.70 6.10 - 1.31 1.31 - 1.00 1.00 0.458 0.458 OJ2 0.72 - 0.00 0.00 GRADE GRADE 41 41 01-38 DI-3B 6 6 - 0.10 0.10 0.90 0.90 0.09 0.09 - 4.00 4.00 0.36 0.36 0.00 0.00 0.36 0.36 0.0400 0.0400 0.0208 0.0208 7.52 1.52 2.00 2.00 1.32 1.32 0.0833 0.0833 4.07 4.01 1.00 1.00 3.50 3.50 0.146 0.146 0.167 0.167 5.40 5.40 -- 1.71 1.11 - 1.00 1.00 0.458 0.458 0.36 0.36 - 0.00 0.00 GRADE GRADE 42 42 DI-38 DI-3B 8 8 - 0.20 0.20 0.90 0.90 0.18 0.18 - 4.00 4.00 0J2 0.72 0.00 0.00 0J2 0.72 0.0400 0.0400 0.0208 0.0208 1.97 1.97 2.00 2.00 1.02 1 AZ O.OS33 0:0833 4.01 4.01 1.00 1.00 3.50 3.50 0.146 0.146 0.167 0.167 7.20 7.20 - 1.11 1.11 - 1.00 1.00 0.458 0.458 OJ2 0.72 - 0.00 0.00 GRADE GRADE 43 43 DI-38 DI-3B 8 8 - 0.40 0.40 0.90 0.90 0.36 0.36 - 4.00 4.00 7.44 1.44 0.00 0.00 1.44 1.44 0.0120 0.0120 0.0208 0.0208 6.08 6.08 2.00 2.00 0.33 0.33 0.0833 0.0833 4.01 4.01 0.81 0.81 3.50 3.50 0.146 0.146 0.139 OJ 39 7.50 7.50 - 7.07 1.07 - 1.00 i .00 0.458 0.458 7.44 1.44 - 0.00 O.aa GRADE GRADE 49 49 DI-3C DI-3C 6 6 - 0.19 0.19 0.90 0.90 0.17 0.17 - 4.00 4.00 0.68 0.68 0.00 0.00 0.68 0.68 0.0010 0.0010 0.0150 0.0150 1.83 1.83 2.00 2.Oa 1.09 1.09 0.0833 0.0833 5.56 5.56 - - - - - 17.60 11.60 - 0.09 0.09 - 0.458 0.458 0.68 0.68 0.20 0.20 0.00 a.a0 SUMP SUMP 50 50 DI-3C DI-3C 6 6 - 0.85 0.85 0.90 0.90 0.77 0.77 - 4.00 4.00 3.06 3.06 0.00 O.Oa 3.06 3.06 0.0010 0.0010 0.0400 0.0400 6.69 6.69 2.00 2.00 0.30 0.30 0.0833 0.0833 2.08 2.08 - - - - - 9.60 9.60 - 0.27 0.27 - 0.458 0.458 3.06 3.06 0.59 0.59 0.00 0.00 SUMP SUMP SOA 50A DI-3C DI-3C 6 6 - 0.20 0.20 0.90 0.90 0.78 0.18 - 4.00 4.00 0.72 0.72 0.00 0.00 OJ2 0.72 0.0010 0.0010 0.0180 0.0180 5.66 5.66 2.00 2.00 0.35 0.35 0.0833 0.0833 4.63 4.63 - - - - - 9.60 9,64 - 0.10 0.10 - 0.458 0.458 0.72 OJ2 022 0.22 0.00 0.00 SUMP SUMP 508 506 DI-3C DI-3C 6 6 - b.20 0.20 0.90 0.90 0.18 0.18 - 4.00 4.00 OJ2 0.72 0.00 0.00 OJ2 0.72 0.0010 0.0010 0.0350 0.0350 2.91 2.91 2.00 2.00 0.69 0.69 0.0833 0.0833 2.35 2.38 - - - - - 9.60 9.60 - 0.10 0.10 - 0.458 0.458 0.72 0.72 0.22 022 0.00 0.00 SUMP SUMP 51 51 DI-3B DI-3B 8 8 - 0.30 0.30 0.90 0.90 0.27 0.27 - 4.00 4.00 7.08 1.08 0.00 0.00 1.08 1.08 0.0700 0.0100 0.0060 OA060 17.33 11.33 2.00 2.00 OJS 0.18 0.0833 0.0833 13.89 13.89 0.72 0J2 3.86 3.86 0.161 0.161 0.122 0.122 6.80 6.80 - 1.18 1.18 - 7.00 1.00 0.458 0.458 1.08 1.08 - 0.00 0.00 GRADE GRADE 52 52 DI-3C DI-3C 6 6 - 0.30 0.30 0.90 0.90 0.27 0.27 - 4.00 4.00 1.08 1.08 .0.00 .0.00 7.08 1.08 0.0010 0.0010 0.0300 0.0300 4.45 4.45 2.00 2.00 0.45 0.45 0.0833 0.0833 2.78 2.78 - - - - - 9.60 9.60 - 0.13 0.13 - 0.458 0.458 1.08 1.08 0.28 0.28 0.00 0.00 SUMP SUMP 53 53 DI-36 DI-3B 10 10 - 0.40 0.40 0.90 0.90 0.36 0.36 - 4.00 4.00 1.44 1.44 0.00 0.00 1.44 1.44 0.0150 0.0750 0.0100 0.0100 8.73 8.73 2.00 2.00 0.23 0.23 0.0833 0.0833 8.33 8.33 0.76 0.76 3J6 3.76 0.157 0.757 0.129 0.129 8.50 8.50 - 1.18 1.18 - 1.00 1.00 0.456 0.458 1.44 1.44 - 0.00 0.00 GRADE GRADE 54 54 DI-3CC DI-3CC 6 6 - 0.10 0.10 0.90 0.90 0.09 0.09 - 4.00 4.00 0.36 0.36 0.00 0.00 0.36 0.36 0.0070 0.0010 0.0100 0.0100 6.42 6,42 2.00 2.00 0.31 0.31 0.0833 0.0833 8.33 8.33 - - - - - 9.60 9.60 - 0.06 0.06 - 0.458 0.458 0.36 0.36 0.13 0.13 0.00 0.00 SUMP SUMP 55 55 DI-3CC DI-3CC 6 6 - 0.10 0.10 0.90 0.90 0.09 0.09 - 4.00 4.00 0.36 0.36 0.00 0.00 0.36 0.36 0.0010 0.0010 OA350 0.0350 1.83 1.83 2.00 2.00 1.09 1 A9 0.0833 0.0833 2.38 2.38 - - - - - 9.60 9.60 - 0.06 0.06 - 0.458 0.458 0.36 0.36 0.13 0.13 0.00 aA0 SUMP SUMP 56 56 DI-3C DI-3C 6 6 - 0.10 0.10 0.90 0.90 0.09 0.09 - 4.00 4.00 0.36 0.36 0.00 0.00 0.36 0.36 0.0010 0.0010 0.0350 0.0350 1.83 1.83 2.00 2.00 1.09 1.09 0.0833 0.0833 2.38 2.38 - - - - - 9.60 9.60 - 0.06 0.06 - OA58 0.458 0.36 0.36 0.13 0.13 0.00 O.aO SUMP SUMP 57 57 Dh3C DI-3G 6 6 - 0.60 0.60 0.90 0.90 0.54 0.54 - 4.00 4.00 2.16 2. i 6 0.00 0.00 2.16 2.16 0.0010 0.0010 0.0500 0.0500 4.24 4.24 2.00 2.00 0.47 0.47 0.0833 0.0833 1.67 1.67 - - - - - 9.60 9.60 - 0.21 0.21 - 0.458 0.458 2.76 2,16 0.46 0.46 0.00 0.00 SUMP SUMP 58 58 DI-3C DI-3C 6 6 - 0.20 0.20 0.90 0.90 0.18 0.18 - 4.00 4.00 0.72 OJ2 0.00 0.00 OJ2 0.72 0.0070 0.0010 0.0350 0.0350 2.91 2.91 2.00 2.00 0.69 0.69 0.0833 0.0833 2.38 2.38 - - - - - 9.60 9.60 - 0.70 0.10 - 0.458 0.458 OJ2 0.72 022 0.22 0.00 0.00 SUMP SUMPRMA 1. REVISED PER COUNTY AND FCSA COMMENTS 5/8/05 BTN 2. REVISED PER COUNTY AND FCSA COMMENTS 6/27/05 BTN 3. REVISED PER COUNTY COMMENTS 7/18/05 BTN 4. REVISED STORM SEWER COMPUTATIONS DUE TO COUNTRY INN REVISIONS 5/01/06 BTN NO. DES IPTt®N DATE CHKD �� �,; iX'm �r 4 uY "ham W k d k IONIC` Number Number F T e T e Drainage Drainage Mea Area acres acres Runoff Runoff C C Factor Factor C• A C* A I I in hr in hr Grate Desi Grate Desi n n Remarks Remarks Q Q cfs cfs Grate Grate Perimeter Perimeter ft ft Areo Area sft sft Depth Depth ft ft 18 18 GR4TE INLET GRATE INLET 1.60 1.60 0.90 0.90 1.44 1.44 6.90 6.90 9.94 9.94 NPE III TYPE III 9.60 9.60 1.625 1.625 0.49 0.49 50% CLOGGED 50% CLOGGED 21A 21A GRATE INLhT GRATE INLET 1.50 1.50 0.90 0.90 7.35 1.35 6.80 6.90 9.32 9.32 TYPE III TYPE III 9.60 9.60 1.625 1.625 0.47 0.47 50% CLOGGED 50� CLOGGED 24 24 GRATE INLET GRATE INLET 2.20 2.20 0.90 0.90 7.98 1.98 6.90 6.90 13.66 13.66 TYPE III TYPE III 9.60 9.60 1.625 1.625 0.61 0.61 50% CLOGGED 50� CLOGGED 27 27 GRATE INLET GRATE INLET 0.41 0.41 0.90 0.90 0.37 0.37 6.90 6.90 2.55 2.55 NPE I TYPE I 6.00 6.00 1.175 1.175 0.27 0.27 50% CLOGGED 50� CLOGGED 29 29 GRATE INLET GRATE INLET 0.22 0.22 0.90 0.90 0.20 0.20 6.90 6.90 7.37 1.37 T'PE I TYPE 1 6.00 6.00 7.775 1.175 0.18 0.18 50% CLOGGED 50% CLOGGEDPH ----:� e4 taan�a` t'uI J ^� �C�r �, 13 � x RII♦'.. "Y E �1 Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. R Leesburg, VA 20175 l' 703.777.3616 703.777.3725 WG )\`0 .�0U - pvPR ° a ' SPLASHPAD t' �, c -t T-U 61 SP PAD CPP @ CPP @ � /1.18% .607, < s c I NV C P � . C 714.20 .0.W C.O. 2. 6„ ,0 /NV _ `Z INV.— C.0 s .....:w: r.t .fit 4. INV.= �1 713.7 = I NV. = 5, pp 15.00 713.90 (6'� g/ (8) 1,5 '<� b Ole KOJ v/GIV 55' 833 �71 .23 CPP 3111 CPP @�4G . > 1.4 .j Cl) 00 66' 8" C CPP Q C.O.�� CPP INV.= / 4.0% oo 3.9 C.O. I NV. = lb 5 00 C 1/ c�� Dc lei � � Q. � _.w' �� I �_- ice/ • M -- -- -- -- - NINE, �p, Sm 0010 '� .��! •'•1.•i.���- �i �-� • .,�•,-•a�,isIC11��Ija•_I��%�If�•Ii1�1��1ii�1 Ii�1i�1�•I��f711�•Ii��`• -_� •• • •• ;51 CL U CD , (D N C� to : m U �L •� N 0ca U� � M 0) Q 0 > � �, N �c� n 10 QD O � c w L c LO LO oCcht- u• U)vj C) 'L `o • L � _U + O i • a. w blJ Z Q � CL 0 Q Z -J Q Z W CL 5; -0 W C CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia 7La Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. AM fm 10 The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall contractor prior to be innin the work. The Engineer eer will approve all cut sheets, be verified in the field by each c p 9 g g pp 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDERICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.feso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority s maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c} The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d For all 1 'h" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. in case of a discrepancy or conflict between the Standards or Specifications and Regulations, the mosbtringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. J. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VOOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of the VOOT Road and Bridge Specifications. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. 5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. 6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference shall 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. 8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. 9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All waterand sewer lines within existing or proposed VDOT right-of-way shall hove a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. 12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of 13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VOOT and that testing shall be performed in accordance with all applicable VOOT standards and procedures. 14. All roadway fill, base, subgrode material, and backfill in utility%storm sewer trenches shall be compacted in six (6) inch lifts to 957. of theoretical maximum density as determined by AASHTO T - 99 Method A, within plus or minus 29 of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VOOT daily, unless specified otherwise. 15. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. 17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. 18. The developer shall provide the VDOT Residency Office with .a list of all material sources riur to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. 19. Aggregate base and subbase materials shall be placed on subgrode by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-1'0. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. in addition to checking stone depths, a VOOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. As>ohalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road c. id Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. 21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger sholl be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. 22. Approval of these plans shall expire three (3) years from the date of the approval letter. 23. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. 24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.Q.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 REVISED"I Pa :y kust .0 epc Y 72604 Engineers. Surveyors. Planners. Landscape Architects. P.O.C. Tim Hackman Tr j� EASTERNS AUTOMOTIVE GROUP 1650 TYSONS BLVD., SUITE 600 MCLEAN, VA 22102 PH # 703-790-1000 Piccadilly 117 East Suite 200 Winchester, I iM RESPONSIBLE LAND NAME: CERTIFICATION DATE: DISTURBER: THE RESPONSIBLE (AND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX COVER SHEET 2 SITE PLAN 2A FUTURE ENTRANCE CONDITIONS 3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 SITE LIGHTING & LANDSCAPING PLAN 5 SANITARY, WATER LINE & STORM SEWER PROFILES 6 MISCELLANEOUS DETAILS 7 MISCELLANf-OUS DETAILS EROSION CONTROL FIRE LANE SPECIFICATIONS 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public 1. Fire lanes shall be on all plans or drawings, if applicable. works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to 2. Fire lanes are to be a minimum width of 18 feet. issuance of the land disturbance permit for the subject project. 3. fire lanes shall be designated in either of the following 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the ways. approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. A. Double yellow, six (6) inch lines with approximately 3. Prior to release of building permits, the following items shall be completed: a three (3) inches between lines shall be used to mark a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, paved areas. curb and gutter, sidewalks, channel linings, vegetative cover, Ste.) b) Submittal of certified as -built of thr subdivision which contains the folsawing items: stormwater conveyance system, curb B. Painting of curbing yellow. and gutter, drainage channels and ditches, stormwater pond. A letter from the shall be included with the C. By painting of yellow hatch marks of six (6) inches in as -built which states that the subdivision has been constructed in accordo:;ce with the approved plan. c) Individual subdivision lot be by the bu lder the rime the for width with no more than ten(10) inches between hatches grading plans shall submitted of of building permit application each lot proposed for construction. on the entire area being designated as a fire lane. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia 4. Signs shall be twelve (12) by eighteen (18) inches with a Erosion Control Guidelines and local ordinances and to be utilized during thII period, 5. All erosion control structures shown or as required during construction shall be continuously maintained white background, with red two (2) inch block letters with the throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed wording, "NO PARKING FIRE LANE Authority of Fire Chief". at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days Any other color combination or wording needs to be approved when construction is not in progress, by the Fire Chief. 6. Contractor to clean up and restore disturbed areas immediately upon ce pletion >.i pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, 5. Signs shall be posted on all corners of the fire lane, arid then fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a no further than fifty (50) feet apart along the remaining length good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions, of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top FIRE & RESCUE of sign shall be nine (9) feet. Any other height needs to be 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. approved by the Fire Chief. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited 20' fire hydrants. 6. Any existing markings which will be within the fire lane within of Fire Hydrants are not to be obstructed at any Mime. area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall shall include repainting on lines or curbing, replacement OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance signs, etc., as deemed necessary by your maintenance personnel or the Fire Department, with the desires of the undersigned owners, proprietors 8. After the establishment of the cited fire lanes, local and trustees, if any. law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Date Date Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval BOL -o c O3 t� L 77 <i C. 0 oI 0 0 0 a. �I c S� a- 00 N L0 N N_ O O N T ul 3 I- 0 0 U U) c d cn W 9 'v co vo• +l+ U Q) 0 '50JJ IRO��y�A Po g3i O000 GRIQ "X 4 i;ARKIiNG r CONNECT TO EX. FORCE MAIN. PROVIDE 2.5"x2" REDUCER & GATE VALVE sBOL ASPH. BO-ROAQ 7ft& BOL VANCO, LLC 75A-((6))-(B)-41 V ZONE: 132 RIM=746.83 DB. 696, PG. 1197 INV. OUT=741.93 (MINI STORAGE) El,, �Rqp % 31-0�1! OFF r. 1 1 ---CONNECT TO EX. 8" WATER � 311.79' ....---� 10 1-8"x45' EL. 1�16 - co p� bD N25'42'53"E - INV. =735.8 ' w 10 GPM OIL INTERCEPTOR I ' 1,TERCEPTOR000 GAL SAND/SOLID IN g �oPcENCLOSUREO PROPOSED DUMPSTER WJ 6'-6' BOARD ON BOARDD $ g 1-FIRE HYDRANT ASS'Y. I t .. I112 1..$ XO.:.. fP' `,.'f. :.:..,..a`V x.. .n , :.,. "I"i # crtL " r'wCDia3::i•,. r .. . y ., h. 47 S n i`• ti, --^.:. ;�.. v .: r 5 <.:. 2 2.. r ' .' a '. ' +�•% "� >� 3 r ;,: 4 r , , a � m s 70 TOR OF „CURB PUN rS 85.8 , r WA T - �. L1' ---'y i'- � ',--- � � '• _ 22.0 `_ " E -- --- --- l t 15.0 M o i �1jr-t NDERGROIUND ELEC ' TELE cu ` T T- A W-.-- E " s� <. 18.0' VDOT CG-sB VDOT CG- _ g McMICHAEL, SCOTT A. & A. MICHELLE `; `= POLE MOUNTED H N IC PARKING p -�€ i A 0- 75- (°� ; a sr,T ())-4 SIGNS INSTALLED R RGINIA 20.0'r.F' 6. U ' I ZONE: 82 STATE cooE SEC -99.11. 18.0' n (FIVE REQUIRED) Z _ 122.7' (CAPITAL MEATS) 20.0' ° .; ;'. - � Z 5' WIDENf 1 .' . In st. # 13523 W i\ � , 20 - s, .0' N fit... (n 2 • � 5r' 4 k 'tiv l' a rn N N -O n I •a V ,x f i V s w #11 802 .a`� � - _ tr y� a �`� � ASPHALT PARKING 1-8"x8" TEE 1-8" GATE VALVE z m 0 Cn W g ASPHALT �xx PARKING xx ASPH. D/W 10' DRAINAGE �� ESMT ® �2' S/W ESMT T - 18 CMP 5`41 x,R.:�X.,,.e'?%"i5�^.{W r-:�.,....... :'s"� -°`r"! M:•.',3 ._ " . ., RIM=72&67 INV. IN=725.07 87 INV. OUT=724.92 - - EXISTING CULVERT TO BE 4" SOLID WHI DRAIN C 21" RCP RIM=721 0 j 8.0' 8.0' 8.0' 1 o HEADER ,N �.0' HEADVDOTtG-12 CURB - TAPER EP TO MATCH _ ! Z 15. o +' � ?;P ?'OP OF CURB OVER 10' STRIPE F0 Yk �x rT1 h i 1-8"x90' >L..: 75 �t, . .. _� �„+ f• G �v `3... ti { d 0 o Q. 0. AS H. � 4 1^FIRE HYDRA'JT ASS'Y Nk a {¢ r_T �'>�. ,'..� y'�a•;�� ��aa� ��„� ROAD ail I _ �k .�� z •.� I T 'li Y a z'.wxr ,;^�. , a �' a t : s ��.� r ,d n k ;i' � 1 s +t� �� a; " `,�• � , p� %, F 35,. 1 S 9.0' 14 EX. Slj2l, ' a 20' IDRA]h AGE V 4 C' , t •�� . ,: ` 3. ,� ;.� ESMT ., o BE REMO D WATER,' ' 4 S28 _3'0$' o NL_ OiiL � �S- i M l a a ti U• 3 try M , M ,v E ��i ��r. � ° �� ;ri Ym , x,. , . �+:s.3w z, uva+F.,,a M,A :.y.:. $ .�...•„» �....... ,a��' ���• �� aid}; f' W/ �r 1 KER E LINE STOP SI BAR & , �; ,,>� r« �„ � ,•.r Y ? : � �� ?� ,, {x � 63 REMOVE EXISTING MEDIAN PR Vi I» N 0 U INV.=732.98 I SIT & BAR D/W INV. 126119 I INV. 725. 0 A PH. D W I JV.=I722.72 CTR.4�H/CSC.4LE 15 0 J0 60 lyFEEf �� " ch = JO ft. ADAMS, T. G. & ROSALIE 75-A-6 ZONE: 82NTI USE RESIDE NTIAL AL DB. 748, PG. 1853 ES-1A INV. 722.04 " MP T EM fi' OIA MH-1 W T-Di-7 TOP AN REPLACED WITH 30" RCP O' 1 A o•�P ' 71' ING GRAY. SHLDR. o DEBRI i FI TAP 0 DE 310 MS-tA W/CG- 0 4 SOLID WHILE LINE ? ADJUST GATE VALVE BOX TO f! TO 8E R `II' MATCN PROP PAVEMENT GRADE ROAD OPr N LANE STOP SIGN & BAR N U.S. ROUTE 11 - _ R/W VARIES) ---� f , •�.� r >g r � .� � 1����x _' ' �,w" �'��;..,a�,�. rb � �� ory � �. ASPH. ND R EX. CONC. ISLAND DAD .: --91.8' OF SEPARATION PROVIDED_ - G 249 1_ SM .. ' ARATTON PROVIDED �♦ _, - _...___.._ _..__. (WAIVER APPROVED) I s - i ___ _ _-.cov ..._ e VALLEY IK (P H _ 4" DASHED WHITE LINE I, 580' SITE DISTANCE (3.5' EYE TO 3.5'08JECT 580' SITE DISTANCE (3.5' EYE TO 3.5'06JECT) -`----._-___ GRAV. SHLDR. � --- 6" CONCRETE 4' STONE BASF Pap= SWUM I 4' SIDEWALKS TO PROVIDE ACCEESS TO HISTORICAL MARKER FROM PARKING LOT. ADJUST WALK LOCATION AS NECESSARY SHOULD SIGNS MOVE WITH ROAD WIDENING. q 3" BM25,0 - 8" VDOT 21 B r- WELL COMPACTED SUBGRADE LEGEND PROPOSED CURB & GUTTER .................................... PROPOSED CURB & REVERSE GUTTER ............................. PROPOSED STANDARD PAVED AREA (8' 218/2' SM 12.5A) ............... PROPOSED HEAVY DUTY PAVED AR%8' 218/3' BM-25.0/2' SM-12.5A) PROPOSED CONCRETE AREA ........................................ ,�.; r 'T .t• PROPOSED GRASS AREA ........................................ PROPOSED EASEMENT AREA ........................................ - - ZONING BOUNDARY ............................................... IB UTILITY PEDESTALS ............................................... m m EXISTING STORM DRAINAGE & STRUCTURE ........................... �- PROPOSED STORM DRAINAGE & STRUCTURE ........................... El PROPOSED WATER MAIN ........................................... --I Wt- EXISTING WATER MAIN ............................................. --------- PROPOSED FIRE HYDRANT .......................................... - PROPOSED GATE VALVE & BOX......................................04 iwi--- EXISTiNG SAN. SEWER AND MANHOLE .............................• - p-- s.s PROPOSED SAN. SEWER AND MANHOLE .............................. -ASSI_...T-;SSF- PROPOSED UNDERGROUND ELECTRIC SERVICE ........................ -E- PROPOSED UNDERGROUND TELEPHONE SERVICE •••••••••••••••••••••••- T PROPOSED GAS SERVICE .......................................... (� TRIP GENERATION ITE, T*H EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 277 T.P.D. USE CODE: 841 FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. WAIVER GRANTED ON 2,/15106 FOR PROJECT SUMMARY �� T TAX IDENTIFICATION NUMBER 75A-((6))-(B)-41 B - I z o d EXISTING PARCEL AREA 2A ACRES z ° W 0 _ 0o 1�z DEVELOPED PARCEL AREA 2.0 ACRES ZONING B2 > ¢ a '�`' o w +LI w o' ADDRESS VALLEY PIKE � CURRENT USE VACANT Of �� 0 4 w 0 0 PROPOSED USE AUTO SALES DISTURBED AREA 2.0 ACRES SETBACKS REQUIRED PROVIDED V FRONT (US Route 11) 50' 122' Q v FRONT (Va. Rte. 839) 35' 122'+ SIDE 85'+ N REAR 78'+ O _c_- PARKING 5' 10' ,r.+ BUILDING HEIGHT 35' (MAX.) 24'(+/-) Q TOTAL GROUND FLOOR AREA 8,308 SQ.FT. •- TOTAL OUTSIDE DISPLAY AREA 13,150 SQ.FT. v Q. NUMBER OF STORIES 1 O U I FAR ALLOWED 1 N in FAR PROVIDED 0.095 N - a p MINIMUM LANDSCAPED AREA 0,30 AC. (15%) Q 0 a N 0 LANDSCAPED AREA PROVIDED MO AC. (33%) -� CifQ r-- 06 U > C6 PARKING REQUIRE D PROVIDE >; d STANDARD SPACES (1/400) 21 21 - OUTSIDE DISPLAY SPACES (1/3000) 5 5 N� in c o 0 AUTOMOBILE SERVICE (3/SERVICE BAY) 12 12 O o in a r- HANDICAP SPACES 5 5 U F-• LL LOADING SPACES 0 0 TOTAL SPACES PROVIDED 43 43 N rn •L PARKING LANDSCAPING L N PAVEMENT AREA 45,698 S.F. L cc PAVEMENT TREES REQUIRED 23 0 1 /2000 SQ. FT. _ + PAVEMENT TREES PROVIDED 23 INTERIOR TREES REQUIRED 13 (01/10 S-1 Cd INTERIOR TREES PROVIDED 13 O TOTAL TREES REQUIRED 36 TOTAL TREES PROVIDED 36 IL w COMMERCIAL ENTRANCE SPACING LESS THAN NOTES: 150' (165-29A(6)) ON U.S. ROUTE 11. 1. ALL. SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. SEWAGE PUMP STATIONS SHALL BE ENVIRONMENT ONE GRINDER PUMP MODEL 210. CONTACT STE/E STATON AT COMMONWEALTH ENGINEERING AND SALES, INC. 804-752-2959 FOR INFORMATION. z• S INV,=715.96 INV.-715.96 24" CMP 24" CMP O �7 FT I O C 2" SM12.5A �- 8" VDOT 218 /- WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale Z. ALL UGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE, 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5 AU FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND T HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE R P VE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. & HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM �:] PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. D 10. NO OUTDOOR STORAGE PROPOSED. M AREL_ANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. -� THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL -{ 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING O CODE AND USE GROUP M (MERCANTILE) AND USE B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2003. NOTE: (2003 VUSBC/IBC WAS ADOPTED �} NOV. 16, 2005 HOWEVER CAN UTILIZE 2000 EDITION UP TO ONE YEAR FROM -1 THE DATE. OTHER THAT ) ER CODE AT APPUES IS ICC/ANS! A 117.1-2003 ACCESSTBLE AND USABLE BUILDINGS AND FACILITIES. 13. THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM IN ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC UNLESS FIRE BARRIERS ARE INSTALLED TO CREATE LESS THAN 5,000 SO. FT. PER FIRE AREA. 14.PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A UCENSED (n VIRGINIA DESIGN PROFESSIONAL AND THIS TYPE OF STRUCTURE SHALL REQUIRE O SPECIAL INSPECTION UNDER CHAPTER 17 IBC. (SOILS, CONCRETE, BOLTS, ETC.) C 15. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO MIN. EXTERIOR LANDING. = 16. NOTE: GREASE/OIL SEPARATOR SHALL BE INSTALLED IN ACCORDANCE TO THE INTERNATIONAL PLUMBING CODE IF WAS BAY OR REPAIR AREA WITH FLOOR DRAINS IS INSTALLED. 17.PROPOSED HOURS OF OPERATION ARE TO BE: RIM=719.85 MON. - FRI. 8-6 INV. OUT=71 7 SAT. & SUN. 10-4 3 0 ROUTE 839 17' U, SAWCUT EDGE 2' I PROVIDE TACKCOAT 15' MILL 6"x1 112" JOINT •1 � E.Y/STING pgyE�/E` � t p•t �l i � EX. EDGE OF i PAVEMENT--r=-.���:::��`�:�:_�Y.-::�:'::�-:- i 1 1 /2" SM 1 .5A VDOT CG-6 CROSS SLOPE= 1/4"1' 4" BM 25.0 O/F MATCH EXIST/NG 8° 21 B EXTEND 219 WELL COMPACTED SUBGRADE 1 fT BEYOND BACK OF CURB ROUTE839 WIDENING � w Cuhrert Slam Inlet Swn . and Sump Wd 000 and Svew Calculation. n(RCP)= 0.013 0 Si mnary n(CPP)= 0.012 STIR top z N ,- thtw/d(9 dc>n nweti sa�d(o1 �a11«�t U.S. ROUTE 11 �" I35r o 4' 10' U.S. ROUTE 11 Culvert Inv. In Irn. Out L(>Q ) ) > Q(des)ds q(10kfs v(10)fps From Cap.Cltk Str. Nm From DA Q(10)cfs irrv. in Inv. Out Inv. in. TOP Elv. INV (R) E C, 2' VARIES SAWCUT EDGE 2' 2' o SHOULDER 1A 716.55 718.42 25,0 42x2T 0.52 RCEP 4140 35.88 8.97 Str.1A o.k 1A 1A 1.95 716.75 716.55 720.6 DI-7 - - 0.25 - - 4.05 PROVIDE TACKCOAT 1 71724 716.74 101.0 027 0.50 RCEP 40.39 33.71 6.80 Sh: 1 O.k. 1 1 2.34 717.44 71724 717A 721.80 MHWIDI-7TOP - - 025 - - 4.56 A 4TCH E( CROSS SLOPE OF PAI,fW-NT VARS MATCH EXISTING PAVEMENT - - -MILL 6 zi- T 12" JOINT - PROVIDE SAWCUT EDGE 2 719.20 717.44 132.0 30 1.33 RCP 51.41 27A 10.48 St. 2 O.k. 2 2 1.92 719.40 719,20 --724.30 DI3C 8 0.0370 0A3 724.73 4.7 5.10 MS--1A SAWCUT EDGE - MILL 6 x-1- 112" 3 719.58 719.40 36.0 30 0.50 CPP 31,48 25.38 6.42 St. 3 o.k 3 3 3.15 719.78 719.58 719.78 726.18 DI-1 - 0.0157 023 726,41 14.6 6.60 W/CG-3 PROVIDE TACKCOAT AND TACK COAT. �'/SIT "1 ' /1 4 T1EXISTING PAVEMENT 5SW9.91 719.78 2&0 30 0.50 CPP 31.48 19Z 6,42 Str 4 oJc 4 4 1.51 720.11 719,91 - 725.50 DI-1 - 0.0100 0.14 725.64 1 %0 5,59 SURFACE 5 721.61 720.11 100.0 21 1.50 CPP 21.06 17.75 8.76 St. 5 o.k 5 5 2.82 721.81 721.61 - 727.67 DI-36 12 0.0259 0.31 727.98 1 7.5 6.06 1 PROPOSED GRADE EX. EDGE Of - ,� 6 722.14 721.81 32-0 21 1.03 CPP 17.46 14.92 726 St. 6 o.k, 61 6 1.17 722.34 722.14 - 726.89 Di38 8 0.0208 0.22 727.11 1 4.7 4.75 PAVEMENT- 6A 72324 722,34 115.0 21 0.78 RCP 1521 13.75 6.33 Stir., 8A o.k, 8A 6A 13.75 - 72324 - 728.67 EXD13B - 0.0233 - - 1.5 5.43 1 1/2" SM 12.5A VDOT CG-7 4° BM 25.0 1 1/2° SM 12.5A EX. GRADE � 1 1/2" SM 12.5A 7 723.64 719.78 193.0 15 2.00 CPP 9.91 2.97 8.08 Str. 7 o k 7 7 1.92 723.84 723.64 - 731.10 DI-3C 12 0.0136 024 730.94 7.2 746 # CROSS SLOPE 1/4 ".• 1 ' 4° BM 25.0 8 724.43 723.84 59.0 15 1.00 CPP 7.01 1.05 5.72 St. 8 o.k 8 & 1.05 - 724.43 - 731.00 DI-1 - 0.0100 0.11 731.11 118" 21 B OR MATCH EXISTING .0 6.57 8° 218 EXTEND 21 B 4" BM 25.0 9 718.92 717.96 96.0 15 1.00 RCP 7.01 4.08 5.72 St. 9 o,k 9 9 0.77 719.12 718.92 - 724.34 DWB 8 0.0208 0.17 724.51 2.3 5A2# , B" 21 B WELL COMPACTED SUBGRADE 1 FT. BEYOND BACK 12"- *CROSS SLOPE= 1/4�1 10 725.13 719.12 123.5 15 4.87 RCP 15.47 3.32 1261 Str. 10 o.k 10 10 0.75 725.33 725.13 - 730.32 DI-3B 8 0.0208 0.16 730A8 2.0 5.19 ,/,/ �/ /� ,/ OF CL/RB OR MATCH EXISTING 11 729.33 725.33 122.6 15 326 RCP 12.66 2.56 10.32 St. 11 0.k 11 11 0.63 729.53 729.33 - 736.60 DI-38 8 0,0208 OA5 736.75 1.7 7.27 U. S. ROUTE / / /TIED/AN U. S. ROUTE f / WIDENING U, S. ROUTE If WIDENING 12 735.95 729.W 23.0 15 1 27.91 CPP 37.04 193 I 3020 Str.12 1 o.k. 1 12 - 1.93 736.87 1 735.85 - 74ZOO MH•1 - - - - - 6.05 w H F- V W W > 0 Z F- �.L. p U (")o !_ (-- Y Cd Y U ir U U W W Lz L0 0 z Q N o _ ^ 0 + M LL O ZD co � (L M g wiI o N o w W U cV -- - N z > iW- W w aC Ld z � a d (0 0 0 co cn C3� o w w � Q 70 03 can 0 w v U z z z LLJ x O ' z ao r-- cp Z 0 W � � U _ LLJ Q -� 0 10 10 LL r-• Q 0 W 17 = 726.87 ASPH. GR� ROAD VANCO, LLC 75A-((6))-(B)-41 v ZONE: B2 RIM=746.83 DB. 696, PG. 1197 INV. OUT=741.93 (MINI STORAGE) Rip �St WA E L '�_ �b Flo , 81-O V OFF c1. 1 r 311.7 "i,. ,,IARs<INc L4 3 UB Ouls N25-42'53"E E I •9 DECK McMICHAEL, SCOTT A. & I A. MICHELLE 75-((A))-4 J U ZONE: 82 1 STORY o (CAPITAL MEATS) BRICK Inst. # 13523 CONC. Ist #11 OLID YELLOW LINE 100' TAPER ASPH. D/W 18" CMP WHITE LINE------` o'l PARKING 111 1 RIM=728.67 INV. IN=725.07 INV. OUT=724.92 m t 101 �,�'�� Ftl i 1� •c�ii • 1 lu. .,'-"'"!i � � tea. .. 1 1 4_ —► INV. =7 I I I rT1 m a C _ rm z 0 O W --1 (A 9 m Co 0 A RO PAFWAWAF INV. =71i WATER • TRANSMISSION ,• - - N U INV.=732.98 INV.=�26119 1 INV. 725. 0 A IPH. © W V. =1722. INV_ 1=722.04 ADAMS, T. G. & ROSALIE I 75-A-6 ZONE: B2 USE RESIDENTIAL DB. 748, PG. 1853 VRHIIV _R ---10' WHITE SKIP LINE 63 SOLID WHITE LINE SOLID YELLOW LINE SOLID WHITE LINE (FULL OF DEBRIS) TO BE REMOVED ASPH. ROADa, M L tTri, rt { i' U.S. ROUTE 11 „ , 7'0 Bk�""�EMbVECl /� \ ..3,, ASPH EX. CONC. IS _ - -- ROAD TO VARIES) SOLID Ow LINE � ��.��,• '�"� ` kj BE _ `N N r C,3NA LLEY PIKE POSTED 45 MPH N ra 10' WHITE SKIP LINE � ev SOLID WHITE LINE f ���1 ✓ // ��� f; f� Ii !%" ,!l if%` / f% ~//�� Y ,_- f� i s . ,/��i�f /,, r - r l! %// / f i PROPOSED TRAFFIC LIGHT SEE SITE PLAN 10-05 50' 200' TURN LANE �24" SOLID WHITE 24" SOLID WHITE O_ 24' SPACING, 45' ANGLE 24' SPACING, 45' ANGLE - - CG-11 STOP SIGN 24" SOLID WHITE LINE ORANGE PARTNERS, LLC. 75-A-10 ZONE: B2 USE RESIDENTIAL INST. # 10118 FUTURE ENTRANCE CONDITIONS CAN BE FOUND IN ROUTE 11 IMPROVEMENTS PROPOSAL . SEE SITE PLAN # 10 - 05 DATED OCTOBER 2005. GRAV_ SHLDR. ,•-SOLID YELLOW LINE INV.=715.96 INV.=715.96 J WHITE LINE LEGEND PROPOSED CURB & GUTTER .................................... PROPOSED CURB & REVERSE GUTTER ............................. PROPOSED STANDARD PAVED AREA (8' 2113/2 SM 12.5A) ••••••••••••••. PROPOSED HEAVY DUTY PAVED AREA(8' 216/3" BM-25.0/4-5+ SM-12.5A} PROPOSED CONCRETE AREA ........................................ ••;: t :: PROPOSED GRASS AREA .......................................... VEHICLE DISPLAY AREA ............................•.............. PROPOSED EASEMENT AREA ........................................ _ ZONING BOUNDARY ............................................... ZB UTILITY PEDESTALS ............................................... m m EXISTING STORM DRAINAGE & STRUCTURE ........................... PROPOSED STORM DRAINAGE & STRUCTURE ........................... PROPOSED WATER MAIN . .......................................... ---1 WI--- — EXISTING WATER MAIN ............................................. PROPOSED FIRE HYDRANT .......................................... PROPOSED GATE VALVE & BOX ...................................... " ! w! EXISTING SAN. SEWER AND MANHOLE ..............................-- PROPOSED SAN. SEINER AND MANHOLE .............................. —St— PROPOSED UNDERGROUND ELECTRIC SERVICE ••••••••••-••••••••••••• E PROPOSED UNDERGROUND TELEPHONE SOME ........................ T PROPOSED GAS SERVICE . ......................................... G 24" 24„ -T-1 0 FT-1 CA 0 _ GA.4PH/CSCWE Jo 15 0 30 60 ( /N ,FEET % 1 inch = 30 ft. RADIAL GR-2 Jono ioaSOW�U'zcnV)LU0WLLLli O U Q Ci7 .� v CL O o N U t- t/1 p CD O d Q O o N O <- -I tY Q Qoo ai Q) s -I >1 d d -- HC � o 0 0 In 0 r- QL U E- u. U7 0 L � L � S` c O a) 40 (D aW w 15 Wnz U) > 55 w �p W 0 � v WW F-- o Q `'/ " U p °d IX W U W � U p f— U W O p G.! 0- N _ N O O Fi Z O `^ V I Q N w N I » h O W U ll LL � d • .. II 0 - C� mz w Z L2 zO aw �U Ld o w V) U (n Un c=n O LLJ cn w Vf W p H O z I/) o w < .d. U 0- o Z w Of LLJ U _ O ` I po z N Z U JE (j) co C) 04 00 L0 4� 0 7 LIJ 0 0 C14 CL Uj 9 00 0 o' CL STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING A PAVEMENT 3 FILTER CLCTfi-" 6' MIN. A R BIMI MOUNTA131LE N 71+ ( OKIDNAL) 0 70' MIN. T B VASHRACK tw f (EPTIENAL-> 10' MIN IL� MIN. EXISTING 410, PAVEMENT t PmrrrVE DRAINAGE VDITT #1 MIN. COLAZSE AGGREGATE T13 SEDIMENT B TRAPPING 'C DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12, MK 3" MIN. MI 3* MIM FILTER CLOTH SECTION A —A J 6'-7- V F REINFORCED CONC E DRAM SPACE SECTION B—B CONSTRUCTION OF A SILT PENCE (07TH 107RN SUPPORT) 1. SET POSTS AND EXCAVATE A *'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH LIPSLOPE ALONG THE LINE OF POSTS. I'A-7,9 FLOW 3. ATTACH THE FILTER FABRIC M THE WIRE FENCE AND EXTEND IT INTID THE TRENCH I'll FLOW 4. BNCKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE ;OURCE. Adapted from hOAUettim of Sim and Fabric 19ter Barriers for Sediment Control, PlAll. 105-1 Ewa a "M SOURCE: VA. DSWC PLATE. 3.20- 0 VANCO, LLC 744.65 7 5 A — ((6)) — (B) �%41­30 x ZONE: B2 743.64 DB. 696, PC. 1197 ---------- 744= _S_TDRAGE�_— 746 ----------------- -------------- ----748 ------------------------------------------------------------------- 748 — — — — — — — — — — ----744- --- 742-- 2X4 MARKING F�Ml STUB 01,041.07 ASPHALT PARKIN98.43 7138,37 F McMICHAEL, SCOTT A. & A. MICHELLE 75—((A))-4 ZONE.- 132 (CAPITAL MEATS) Inst. # 13523 ASPH. D/w MEET &,MATCH EX . -CURB & GUTTER -40000 ADAMS, T. G. & ROSALIE ROAD U.S. ROUTE 11 ;�O__wo �e_ G--- --- VARIES) ASPH. —EX. CONC. ISLAND ROAD .-(R /W C G ------------- ------ - ----- VALLEY PIKE (POSTED 45 MPH) - --------- - - - - - - - - - - - - - - - - - LEGEND DEW STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & WfTER - . . ........ DRAINAGE FLOW - EXtSNIG (MADE . ................ PROPOSED GRADE ............ PROPOSED EASE" AM ........... PROPOSED SILT FENCE ............. SF SF — INLET INO PROTECTION ............... 13@ (3D DRAINAGE M. ............... ROCK FILLED CHECK MM ....... , i CONSTRUCTION ENTRANCE cE 8 STANDARD DITCH SECTION Ditch Detail Summary Ditch 1 Length(ft) 107 Channel Slope(%) 0.43% Ditch Type Trap B = Base Width (ft) 4 SS (xl) 3 d = Depth 2yr + 0.5(ft) 1.3 D =Mimknun ditch depth (ft) 1.5 Lining Type GRASS W = Mmimum lining wkfth (ft) 14.5 Anchors per sq yd NA 2- Year Vel. (ft/sec) 1.64 Outlet Protection Summary LerKjth Width Class 00 (ft) G-IA 10 8 Al C LINING, W 0 M 0 MEET & MATCH EX. PAVM'T 4GR.4Aff1CSC.4ZF Jo 15 0 jo 60 IN FEET I inch = Jo ft. 9_ G W A 1 (30: OL < z 0 wl- 0: 0 LLI D'ow Co uj C' WOW 1w of L'i 7E5 0 a_ Of 0 a- kvmpnv o 0 -1 Cf) j 00 w w f5 z 0 z 0 0 z z w 9w LLJ 0 C/) F_ 111 !INN LLJ > < z Z Cr. 0 Ld F_ :2 �; 0 (/)0 LE C"I Lo 0 Z < 0 N +QM M w 11 0 -r M 0- M w CZ1 z Ld > W LLJ _1 L rn 0 cl� < 0 Ld CD cf�� a. Cf) U) Lo LLJ 05 fY w w Uj C-4 o 0 z 3: LIJ 0 0 < LLI LLI LLI Df _j 0 PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 18 RED MAPLE 2" CAL. 0 6" HIGH AS SHOWN 18 HETZ HOLLY 3 GAL. CONTAINER - 36" HIGH 3' O.C. 57 .9RAP1f1CSC'&'F 20 10 0 20 40 { /N FEET ) 1 inch = 20 ft. SEEDING REQUIREMENTS AIL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ, FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE, ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water �� " �~ °• �' : p' - UNAMENDED backfill soil a Al -` + :a°: ;- r,• -Q Partially backfill, water to Widen and score hole wall . ,-•: •� �'„ •:,'-.. ;. p settle soil, finish backfilling Remove container and cut circling Area for water drainage Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE 11 rail a1,N, ri HAND RUB FINISH ON — SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF r 3 -o" CURB GRADE _- _. 8' GALVANIZED GROUND ROD. BOND TO POLE. #3 STEEL REINFORCEMENT TIES 0 1'-V O.C. #4 STEEL REINFORCEMENT BARS d 14 STEEL REINFORCEMENT BARS 13 STEEL REINFORCEMENT TIES ® 1'-6' O.C. LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. .J ,=n LIGHT POLE FOUNDATION DETAIL LIGHT POLE LIGHT POLE BASE VNTTH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8' 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6' BELOW GRADE TO PANEL NOTE: ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT NOT TO SCALE + UTHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' o& UTHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR UGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED UGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. Q 4 wza Z o ° Lj' XOw v, � �'1'z Q O S UQ U)WC9 N w> w0 o�c0`'' 4 4f o a °ww00 _ !_. _,._, U a � Q rn v Q. co C 0 I 07 u7 N� o O ct Q 0 N o r- J of Q U5 d� �In rrj C:O O C) u7 0 T- r- tL� Q U H u. H O L C L C vi O a) *aaJ it ,C Cc 0) IL Lj � Z z a Q � U ? p 2 Z 0 ;I= w _I F- F- Z Q z � w m 0 � w z 07 1±2 05 o W w o LH a W o L -I`"I-IZ W V) > W o H � U) O a /j Z C U U jr jr W0 C)W U W ci J `W 0 T U) 0 z z Ld Y U U Ltj W T 0 o U 0 o� z W cc_6 77 8 rn c CO O t Q R m Of 0 C3 0 CL =I c Q In 00 O ai CD O O Lf i'- W O O ti W C CL a� c W O co cl O 0- .w C T umm 10 O tDONILS.R LUNG JCWT 9t tatA �l lot '' M1Li� ; 2" R TRIMVCATEO tS SEE %iMT 1 OF 4 FOR DETAILS TYPICAL DESIGN 5 CF t9,1R0 it'll MAX. 41Te1 MAX 20c i :SECI<IaN A -A JCNT SECTION 8-8 4 1 -.1 MAX) ys�. max NOTE- FOR GEtiER& NOTES, 00 THE 3ETECTAIBLE WAANN4G StAFACF_ ALTERATION'S SEE SKEET IOF 4. A 4'4ACtWrE LMIf Alit 41i1i3 TRAiVELr[AY STALL BE C12a1tmo W1TAI N TIRE AREA. & In C = Of a vim,. In CR osswAi f .. ,,... L) G w is TYPIC,!1L 19PlACE ENT OSSWALK TYPICAL PLACEMENT AT INTERSECTION DfA00NAL VA�fAMk'rO£J AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK 4WITH BUFFER STRIP) TMS DESICH TO SE USED TOW CCIr3Tl uC'fv Mr Wt4e ofC0ftfK1RAFf9 WOE* wAyK. L.rre" t48` IDE) RECM9IRfC AT TAP a UR ItAfMi, MINI W Co" MAI f9 kf;W-TH tf RE1 T F`¢Rt tN R C$Ix157AtICTtOW,19 FEET trtiL' ALTTA1e t 9LtfeAIIt1N SWET 2 OF 4 CC-12 DETECTABLE WARNING SURFACE gip; TYPE A (PERPENDICULAR) APPLICATION 7J05 %4RCltA "ARTAWhtT OF TBJWSPORITAT051 ...._. cc-1t n STti F A69t004 SAW A SURFACING AS MAl M Moon TO K 05 3iIDWM1a1 ON Rt.AkSl �: T 144RS to 4B AS a 31rDr11 ON PLAA$1 ! M -�tt •� s,�q M !Y x ac'w,+t, ice• _ .-..... (%PA1t qN d01Mt1 1'3CWAN WN 4W SECTION �r'`�.' HftTE= WIDTH"@" 2'•O" OFt A6 w'' YAl1y,lY4 ROAMOTVAMY FLAN VIEW 0 CONxTi1UGi T,RAIAE *was WITH A PA MD CWVE- ' Tt ENLRNYCE RAtiE�WW MCCN'W? IT ,Tae TRA EO IAEMN OF AM tCNP� HEAVY 1le�w `I'ARy MAIL CUM �y *R� o' }Ite L•THE .°ts M T►sE�1�0 I OPTIONAIL iilor � In `�' TO T ,sr RQ i "- „- ..... — w — — � 'n !� _,. im WT/t %T0PR91 f T 3'tA 1',MAPIIr`M ^ '•� D it TIro"0 Tt1101 Y1MN. �IrrNt �dq�r sT�� t-�•..,, p X1K l**W4p ff0=fq y6I�1� hr 111ilAIICE IF&VIEtliAt RCOMJ x W MMTTLD r PAVEMENT llillGii OA4M SECTION A _ A TIME E►nRAINCE.>t GtADELINES FOR GRADE CHANGE D 'GETMTMIE RJW LW PT RM ED P11si "ES! t>m Um « CONJUNIGmN WITH, l AY tt LNIltmu VOLUMEM7[SRIIIaI E 11Aei{tAlA CC-•f DR 7 Ut OJM FATS: ON $TAMRTNMt9 MMRE AUJttlSTE�D TD YATt01 tit 31iDL111TAt$ IrDIrFNCRMtAT101L ►MiGll tMAtattt THAN vPDo o !S � 9K IiTN+G11r1Q Cti-St r RAMS Of;S1�It IIDp{ili a0G•Mtwo iAPDI s 3 ! 6 Y TO SE USED inTll tH'i+ tCe1 GCS t Tw>op 304 vpo/ s i >< as X FAtAriE&A15 TO MNDIMNIE WHEN CONSTRUMV1111 4EF WQF• OUTWRNTO FRECitWE I't G At�►1iR En i METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCiAL. ENTRMCES 1411G>i1M► aa►# "c"T W TAANiNORTAT1iT4 202,04 I.tr SECTION CAST WON % SECT*4 STEEL J One welded D*d New ae Lca ars o Colo �..y�•• a �- 9tw sheer NOTES i. CIEWFH Al WfT IHa 10 89 SHOWN ON 'PLANS- @'apt DEi'iT11 GN(A'I'>r!! Tl+Ale 7? tA'.! Sl+AN1RFKV �= IA t rot "Ir DfMtM04 S"O Mt ON THE 4TAtCAWO3 ANaI So'f �tj Qlr TIE PLN4S MILL HE IHEAS"FANTIIr IK AN T OF THE OUrFALL ;WE TO THE TOP OF t 5[ALrCTAW PLAN "or 0110EIt"S ARE APPOOlr 00i ONLY FC R ESTIIMAT" PURPOSE'S AM INE ACTUAL 4D+r� r F9 201aT0 Ti1E 3 *Kk SPECirtO C0 1Ht PLARS Ttf N VER7 4 TO BE SH APPEO 04 ACCONDAKE WI11,1 57At4 000 19•t THIS COST OFFLU OW PLiYC11I6 ALL I YATMiRIAiLS 1RCII3KNtFAL 70 11E SrIIMiI1rr IS TO BE INIC LURED IRM THE Cie MINCE rtli! THE NUCTLm 4. eN THE Ewe4T THE MtIIERTg4pI�F THE OLtVA�LL J -SHAPED It�Md �RT 6H1E Nr yStTtiAE PFEVLEiMT STTAV044 {M+ F3�nIG +Jr WAATTERO N THE STRUCTUIE. THE COST OF fURW_9, G AND PLAO% AL4 MATERIALS MC!DENTAL tO +fit F,S I t wCN U[cd INTHE tit ss A�� 5• Crt�OR THE A�TERSO #T Irilr� $'1ENtESMIYH�A�ilfi iDT-' Ii THIS ITEM MAY BE PRECAST all u6r •tN'PLAtE• s. 1iSMOOTH WWMS AT APPRO)AWELY C-C 4M1ya ITN PLACED l ftl. AREAS AD44UNT TO A UITHG CONIMrt 10 PIKVJ NT SETTLENEMT. " LIEU OF DOWELS A ;?')Ia" hpTCM MKY 9E P44ChiUEO SEE STAN IDARD [,�e•3y 4 FCRt API1q ATE OESIllIrL T+/ B. 3" OIAYETER WEEPI 1�t0LE WIN >.2'X V2;W4 HARDWARE CLOTH V' RESIT OR C.ALV E. AIYIWIRE DJMTER 0_03 N4RMSH HAROUARE MOTN Agb!MD FF#ILY TIT IMC OUT`% C or Ot STRUCTW. 6, CAST 01 PLACE rTE IS O ASS A343Q P30. RKCAST CONCRETE 19T 4CW0 'III. P1 ANY ALTIRNATE METHOLIS Or ANG'HCTIAGE REETVIC TOE .APPROVAL O THE ENDWER 1t - - LtML'S tS SrICr NNDeiiRE4O THE CAST SON SECTION A -A �- ,IFS I M `4- CONCRETE OUANTITIES FOR. MIN- ❑EPTH 'a' cowate Am . 1,440 C•t. Yds, tee+trtt4 SECTION C-C SECTiON D-D :4 a$mPltR ppt - r Yrw. Canerrle Sit" &.ancrm POO - 14211 O,_ Yde]. CaftIftte 34" concrete tape - t617 Cu. Yds. Caotrete GRATE C) ~Aft. Add 0-4" Cu. Yds_ per addGo*dtaat ar depth. APPOaMMASIE 'AtI300 C�et4 Irpn Grate X3 t to at STANDARD DROP INLET �`Ifii2 12'' _ 24­ PIPE: MAIXfIb+lI..M DEPTH 0-0 = 10' 233,,,-. M4 Ot MlfeOhliPJ1n^:eENF ,SF 11HMifi),VMFAICN 302 4•,2•' eAsr 4tarf tTKY t - _ 2'-7- "O'clk a Cloth 2•-G" F if wr4p hoe hrlt 4 *'r Ora hale B -_ n_ u, - p �Efl N 0 a3 a E>eidth c 09�90�0 Rim ic o�#f i4Jry 12"46'41' or 24' KL go �l1 & tu go IOU NOTES, L INKS ITElt MAY 9E "ECAST Cit CAST N PLACE. 2. CCRtOgM to DE CLASS A3 IF CAST IN PLKC 4030 PSI f FRE+CASt, 3, COWMATION C JV L CUT" HAxV*4 A RAC OF 3W FEET OR LESS, coLC NG rA7C cr c mea 3NXT- BE PAD FOR AS RADAR fwCW""TNW CUW L GU[1E11 C K011 17SiE; WITH STAW21E5 OPEN-GRA110 11 ORMNAGE 4h ta6G C>AF r OF TIME t8 AVD Gt1TT TdktCTED PAHIY LEL TO � TA OEpTm MpmwN9. 5, T/4S Ctm Milky BE USED WHEN WSW WEED 44 MEIN Olt ESS ON BUkk H,!0ADD D 4t4 L= OR R LESS IN DEVELOPED L"AN i St,fBl✓RBJVM tLi MCAS, R THETE DESIGM SPEED'S ARE EXCEEDED STMIDAPD CG•7 IS R$*MD. ryti� [hC 001ITCY OF THE CURS 90 CUTTER MAY BE CON5TAt•1CTE0 PARALLEL 10 THE SLW 4F s0aw G1"43i5Es. PROVIDED A MfdA MA DEPTH Of Y' i5 t,1r INHEM TITS AREA NAY 1CF� C+G�T� AT TIME C1FTkdN THrE tNACTtIQ COMBINATION 6" CURB & CUTTER 10 5D2 V*Gr4A W#WTWNr OF TRANSPORTATI! • i � 1 IIIIIIIIIIIIIIIIN NEW "As �/ �IlVltl-JA/FR'Iwt,x-.o-+-,.-...w lr ..i 1•.1ar •=•i 1x1, 1 uI■lrilrTl um pir mmiLmminnimolrr�i�Insoni>�..i j::::I*mm r s�I aY tRftMilP■rrr■errrrrsaiY lallM Tel -wool �i�.�.Daley•rrrsrlwrs!■rrr��.+++l++brrsrra■rwrweswrw+ - f♦� ��i�y's*i■.tJ1AlI�u+■at�dlM.u!�! ........�...... ...., . .._...__�._ ..-....._._._ Wf � �� ! Ail ON .. i i-' MIT. !"11>A1 110111111 P"i 1'e'�et`rrilN ltAIAIMIII11Alt ! AL w ■ ! % i - PLAN ICO'VER W-MUIR'EO) A•W-4- 4T2" - 3V PPE) 8-Y-Or' EMS" - 3e` PIK) A-*'-xr 44r vit1 t ��s1 13" rt2 NOTES DIa.7A )Mt L 0" #' INIWET tH1 TO W SNOVMI CN PLANS, 2_ THE •tr tmoc M9gre SHOWN QM THE STI1111100IRDS T �.... ..,.x.. � f� THE imVERTR5 MINI t# TO THE TOP GF THE t WIITFAtL HE $TiILiGTi.,. PLAN "Or" taMAENSK"S ARE APMWX MATE OR LY FOR ESTIIMATNG ftM OS AND THE FACTUAL D 'SNAL% 99 OCCRE Ih1E9 81Y THE CONIRACTOR r#OM HELD CCM 71OWL MAMMI ILM DEPTH 041 TD BE 12'-B- PLAN S, W11A 5ptewto ON :HE PLOM THE MVERT is CC?CVfTt t dvelil TO SE SHAPED IN ACCORDANCE 101111 STANDARD MTF9M*il$�T E1#{TAL TD TT�iA rS t0 DE GRC)tIT MNCLUDED FN THE 90 PFOCEN FOR THE STRUCTURE. CIDiPGRfTf COVE11 CONCRETE IC0"A NEON "yi S 4• RI T1E EVENT THE 1gDUT o tHE OWFALL dFQR OFTALS SEE SttE£7 2 # 31 PiPE 614001 TWYN THE 60TT1t1,M OF THE S1#.7rT 2 or � � ACI�IGATM:. 5TRUCTURE, THE INVERT CIF T ST�TLMRE 'SEE :MOTEA 30"LL AM 31aAACd INUM CE&V11 NO 0011! 10 -AGGRIDUTE. SEE HOTS? PREVENT STANDING OR POINNIC OF RATER Ils THE STRUCTURE- THE COST CIF FuA 4Hr4 EPiNH#O . LaWEEP HOLE. AND P ACNIG ALL MATEMkS "ooK#VAq 10 $Cc h10TE p, P9MCE HE TOE IfIIED NO THE MD r I LIFT Ht7L£S EPS. SEE NeoTE S. r S. fi4i AIRTF OR i 6 �i1el'Tt lx C' T£ iODTW, MAY I,IE a P1tiCAST CM C.ASTIN•PLACE'_ TWO LVIIING D 3 x 1,11000 OF FABRICATORS DESK)* TO BE I PROVIDED Nt PREC04ST FOOTING A, DEPMet AGCIIIIEGAtE t1AT,.oxy.ON MR x W, WIDTH. 8. r DVI METEN WEEP HALE WITH t2i7tt2` PIIASTIC SECTION A -A SEE NOTE 4. eHi R p.O Ht' 1w fM3 V 'CAST IN PEACE' SECTKiN 3-e a n ct of . PRECAST FWikV TO THE WTSIDE OF THE STRACTM. FQ1t tISE TIIYtA 12- to 42- PVfS RECOMMENDED MONAMIN HEIDNR CHART pled um t2" 0 DIMENSION CONC. 2'Ir COOK MET 2'-51 it 3'-0Ve 2'-tt' 2r 3'-314" 3t-2` 24" 31-7• T-5` 27* 3'-Iwle V-r 35' 01 M&- 4' S` 42" 41•tr sNeraceta AexLt� 241 503 140TES tC:I;3NT.�- 9_ THE T YPt Of *LET 4P1�ICrlST 04 CAST IN PLANET, DETAILED KREON TO eE CONSTRUCTED, WILL BE AT THE pPTy�y Cf THE Cr9MMiTRAGTi1ft 1'Ja t7M 7- -x1ND GUTTER to. FOR DETAILS OF CCWMfLrTE COVER, COLLAR AND C8-7A--•--SINrmLE CRITTER WHEN DROP tN•ET CRATE if THE METHOD OF fkJM M APPROACH IS ON 4*AI L, CUTTER S�€.MT 9"T 2 OF 3. sK 3B ------ tZOLMBLE GLITTER eltlrtN DROP tfiET IS N .A SAG BETWEEN TWM) GRADES. !M CAST-INr PLAICE CDNC)R£TE 5 TO BE CLASS A3 IS -TO -BE -- --- - I& FOR DETAILS OF PWCAST DM-7 NOT 94DWN HEREON SCE PlItCALST t"T ASSEMBLY OIACRMI,PAIX 104,01, 12, CGh1g1ETE W11NfiTE5 $HIDWN FQR pMD1CAT[O YE FOR PRECAST GEkERAL NOTES, PACE 103.02 ARE) FOR DEPTH " In'TMMTANT PEES. THE AAlpttT T APPLrGA81E FPMECAST ,fi15E.R AVD TOP DETAILS, PACES 10"? TWW NiRT�.I2. RWI MUST BE DEDtNC1 DEPT TO IT ADR,A11i O B t7tM1r tTE�f lCMt IiLiTS Ip)r TF ftc r n. ORATE BNi6 TO TIE PARALLEL T17 DITCH FLpw- CTf•1-AIR M]EPTfy6 tilt 'w Gi APPp4RATE CtlEit YARDS OF CONMTE FOR Mft r<iJIQT a)I► MJ(PTJI t3. POED DlTCHES ANE TO BE TIIMNSrp WfD To MAEET *LET GUTTER AS :rA d l" IN STANDARD ARID-2A. 14. PROVtDtE SAFETY 5046 W" N SPEC IIKO ON t1$ sa Aays Nt3iEYENT PER FORT OF AIDOITWDAiAL DEPTH 011 # �: a4RD Co, TO% C+1�4',' E! pro SHEET I OF 3 STANDARD MEDIAN DROP INLET 12" TO 42" PIPE VIiC P" OWARTMEW OF IRANSPOl"Aum 104.22 I'M"E 42^ l 70 24" 30 W, 42 wWlfAet x '3.O'i' T" 6lY1 J-lt!]y,- 4'-2- 4'•ipjA- tC .047 70, t.a4} i,'JJ8 AS,33 1.11t 1.92? LDATS CF I MWrS OF 4 AACCE LA*i ACflE'STRtA@I W.AJTE 0 1MEii'-H dt�t�"�5 4"-W h4k- ENT2ANCE --"i +T 1TE 4'-0' WN. .. � W OTH (W EXTRANCE i 0" ?Xk E)asi!m OR � CXPANSION JOINT - y- T' HJfO +� R NDN-TRAWERS LE R 4' 0" AWN. SIXWALtt Idmt 'iM*ALiC 'SPyA�CC ,rX4 .� .. uv! rYi'R >t�iC£s iYl'E t r+NartS SPA F F PEDESTRIAN ACCESS ROUTE DETAIL ExPAtas.Ok ,IOINI y yr AAGTICkAL RIGHT-OF-WAY 613E D � TI£ LIMITS k1GTEk+tG50PROPOSED 4flpTC€7STEhF? OETKIhKi -]tF WAY- 1 L �'-0'• CURB Jc"LUDEO IN ENTRANCE ^.LITTER UNPAVED SP.AOE FLOW L2W � PEC£STFOAi9 alCt`ESS ROUTES PMIOYOIE A C N4T�1JCuS e B,. txW0$TTL5"EV' STA51E " M * 'Sti' 4=45TANT P 4 p-cT otz ei4 PATH CON14ECTZ ALIT ACCESSIBLE ELEWSTS O�F��(�bA 4s • o.,s - a. •u T'AC'R-ITY THAT CAN BE APPROACHED, ENTERED NO USED BY PEDESTRANS. ee47TH OF CUTTER EXPANSION ,Hnti1T DESIRABLE WMDTMf SECTiC}f+S F-f DESIRABLE L�MI1itNli ts' A Oui1T£ MN ULW T�" W PEDES RIAN ACCESS ROUtt5 AV KING G'ROVMGED. A M"IA N 4' TRAVERSA *OTH co"_ aF P'AV•EWENT is REOrJIt -D WITH A NM4LX. 2k CROSS SLCOS. Cr' I* HALF PLAN a . WAN USED IN CONJUNCTION WITH S"AAMDNtti CC-3 OR CC-7. THE CURS FAKE ON THS STAAEIARD is TO THE ADMUSTED Tv MATCH THE IvC3tINTABLE Cu" t!S^HOFs6tALAT1C`lhl. *tax To 10% CHtAlH� PARABGL� SECTION E-I` cl VIE FACE OF CUM x 6 ` J SIDEWAI.E SP'ACC 'r 14ORMA1 CRITTER f tX MULAx. Sr<M _ r : x ' 9 711 6 I �' ;a x -- y 6LAM55 AlA W.E.S.) C:CPiG- ��� gam• e•—�'^w� g`! T 9' T'! "'.. } . 6a'w.�,�•�b�w.' �•ni�Y1��.'"AIVC'�.$A.=:�.'r-3-'• -a. 6" AGMR, BkgE TYPE r 517C 2t81 5'-Cr'---- FDR cUI;8 mm tUTTER ONLY # & e� PMT CIF CIL40F CHANCE �, • ti. o. FAR SIDEWALK, C:t RR AND GUTTER ---- BUILT a o�aQo CONCUiDtfNT1 Y i3o+ o$,$' • o. 6 x X Tz x t1.4xii4AAi INCREASE iMt 5t.>;aPE At MiRVtYI.I41 T0' iNTEEtSrlii-5 x a a 3 2 MMIAW "IDEC'REASE N SLOPE, FOR FIRST 10'INTEAVAL AND SECTION ()'•� SECT)ON C-C 8 x MA" JM DECREASE FOR SUCCEEDING i/INdS# M RY INTERVALS STANDARD ENTRANCE GUTTER t>z FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK t< 4Fti NA DEPARTMENT OF TRANSPORTATMI}N 2�3x Mt�•r4... ,, A� � r t1 1 �+! a! Arn;�. may, "'B`-� � � � _ i! �� •'� i J + !- Jul ��•• -.- � ,All:- � lr�l wR - ;..":;; Fire ��•r,M �� ; - � �:-""'a.• -':e i.' ii,�■i .i'- X.■•�.y ii a: ],�./. �.!�• �. if9-M ti�rE��r,Ilfe N� i NYwirwY.+wnwr�.oyy�'"11,.r. =,: y+•. Jim�illl�''��'�% sl-� :.� ,Y-'`� •`�i.. , F � �.�ii1. ■ i y '11 i,. y t= y 9 • i IiYM�il' ,,1, ,- ■1Ii „. �� .ItlfiM�j111,,! er .■�. Iei�� r: � .� i ■ r . 4.#f .-,+#i;Mrl.'If�lIA911N'l,lril.r -if�� s . ��*y9�-,.vr�'�� - •i i II'. � t" i' . 7" :: f y Y i , k -; fir:... ,:. �. •,. 9 I t1T Thmcupllty cam- RQCTed Oata 1@ �Ves'iallNe Veriaeae talaOdw C1oes Irrtit+ e 1r FRs- r 2- R.-, R W1wA rwon r*elth is 3 tatt ar b C,aYA-�.4.�,aaotpqwed a" Y1'=N sm ✓ ra+ i pia torpi 4M•d . $ t rittiD6 etrp_ - t Area 10 Do thm►au" 7 r` �• .� _ PI olluctd Pavement m r • C10stors tF+rc�eev d - 1► £r3sKtp ¢nrtrr►ent s SUCGESTEO CONSTRUCT*N METHOD IF erei. m a�eMivre hWt TOP SLAB IS POURED SEPARATELY Aft-TERFIATE CONSTRUCTION METHOD IF Tar „gry past TOP SLAB IS POURED SEPARATELY 1" � 1a►aed inEa iltrriaKed Ca'1C omwoil 000" a b p _. • :,.,: III AR MIC?SE i1N�1MRA.. 01 5' sYn. iidtl9 tht nmo. 05K7- Dn■rats 0 tY c-c '_ Pe' arreld Key _ w - 4. W^ NCIN-SYYUCtRIICAIL ROSE A The OWth 4M +err4 map Do r*#X, yM A "Wh as 13 W depI a► +nnamled as mini, as - Y, /T5" depti) R ardor then she el9attant MhM e of ¢WO w# C44wot tit* #* top of D ecwir A"Ii" r oiet of cdeclucibpt�14&a 1n be gwavmw} Ibcosn5 slPrt i wr p trr�It 12, 1" dtpm mmou ar be T7' as sha.rt e. on Brtc etef 4 tqr tllpY+ser drld Stte+I bm Drtasilw4kn wo NO Qe1%t*jmwnt in she MIrk4 oW +t 4o Do * n Standto ardDo s occ rdoace milk nraAa Mar a dea+eltsa a an ;ntremla k ftp1h. 'Rif + a w STANDARD SOLID CONCRETE RAISED MEDIAN STRIP SOS riIG00A DOPARTMEW OF TR M PORTATiON rialJ• i3 3 Neat a► REV, Ysp4 2102A3 SILT PENCE CULVERT INLET PROT fflON -DISTANCE IS W MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONES COMBINATION 1.0' i s' FLOW VDOT f3. #357, /5, {58 OR ;57 c .ux Rraw�a TO REPLACE SILT FENCE IN ' HORSESHOE WHEN HIGH VELOCITY OF FLOW IS OWCTED wum.L: AUArILU Rom YDUI 5141100rd Sheets and Va. DSWC 2-W CLASS 1 RIPRAP GRAM CURB INLET a D.W" FILTER ��- - ----___ - -- e,� GRAVEL FILTER r 12' PLATE. 3.08 RUNOFF WATER TITRE MESH :<: 1,• r FILTERED WATER SEDIMENT IIII lug CONCRETE GUTTER 12+ \I— CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB IIdIM WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT #3. #357 OR 6 COARSE AGGREGATE. avuxtas: YA. LSTTG i ismIR *'•. dry#k❑D 4.11 e;•lr ,4! N ►r A►. •ire!» HiE c+:!.ti�; e�rlwt• � 9a. - i! �rett'�'�`~itT��J►� Ix`IItILT�x'+'1►��*'ar�.:�:►�'��� a[�uag . LjjW "rr �e`��iIiMIM��.a�It..« irec�I,ar►rY a r OVERFLOW RUNOFF - WATER WITH SEDIMENT - -J • `-DROP INLET :yY WITH GATE - SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. " GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. UNCE: VA. DSWC PLATE 3.07- PLATE. 3.07-3 Q � r, (n J� _R 4 07 3 Z o Q 0 Wit Lu (rOW 0 i U O X �N d In wco (n ) �� Q to �oow Li O v a d NoNWp0 - 0 W z J W U W I f- f- W Z1"ee`e`ee �'* �0 W� �o v o U Q Y o F_ U w 0 O Q Cfl � cm ` O LO Q N O n Z (n + Q I`r ¢ z ^z I.J.. Ld > cmc W Lu W o cn d 0 F- Q Q Q U w 2 El w O .a F- t Z 0 Z � 0 r � ,:� .- z W � = J e- VBHF177-15513W-11-77 2' custom sorer by PC" cast In place access standard ffM lop door, centered in for 4 dierrWtar top (see note 1) L manhole varies et properly Jere 7 mex� fmistned (tree note 2) Grade I*w roadvisy r CT 5 pwyeenylene �' - �' sectionforN diameter manhole W*V (PEn 200 Pd with CUIOU s w1 Ss inserts at an 4W connections .� minsaddle VAIIII 031 2'I,len.` ��p >-.'..:!rti"`•.ia'..�,-A.l„t. „•+ a mein stone bedding setter+ 12 gauge k suieted copper bell valve cub stop with PJ wire ter fine Nacerg, taped C1444 w/ SS trserfs (ate) bah ends [B44.777 at 10 foot i torvals and MiP plastic plug wl SS Inserts); whh r gate Vale operating nut NOTES: 1. Access door shell be by Halliday Products or our approved equal: S) In non4reRc area- model rat aTFCiQ90 b) In traftb area -model no. HIR2424 $ 2. Water service crossing street a) Encased In b diamster SCH 40 PVC or SOR 21 pips The plpkV aimr nm from one foot beyond sidewalk, aanea OVK to one foot beyond sidemwalk. CUTOUT DETAIL b) Install 12 gauge Insulated copper wire (for Itne ba ing) Iran corp. stop to Into rtre meter box f wrap who around (typkai) carp. atop; wire to be taped to tap of PET at 10 foot Intsmils; cone up Into meter box and twn*vte level wM angle ball vale). 47t4'wM�." WW 43r I' M MML m 0 of O O O v 0 11. I co Q ti 0 Oi (0 O O N 00 un 6 3 F- w 0 O r` c co EL O w_ O OD O `7 i U •O ( r`T 1 1/Y and 2" METER INSTALLATION -8- 6/IMl01.Ox AT MV ISM m BALM II10lQ.EiE1d110I,t STANDARD TRASH ENCLOSURE DETAIL s' STANDARD r 24' Select bad®I ly 1/2 0.0. e` MI( SEP 05 r 2e saw baddl® c All badO to be compacted to 95% of ASTM D698 maximum rl ZV select bac M s' e� CONCRETE ENCASMENT TRENCH & BEDDING -1- awr P aeiard acm 20.D. seP as r d: ,. schedule 40 steel Pipe :Aed vdth corrcnxe and palmm yellow grade consist GOnCraFe er>casxrrent ! BOLLARD DETAIL as required pad 11-W dla. x S' deep Wished grade � W 2' mh. -!i mart. �✓ - W&d tee Ntth B' branch FIRE HYDRANT ASSEMBLY -1a SEP 05 concrete pad. 1'-8' die. x iP deep 16dstned grade 48' min. valve feBiJiinod RW:n igto2P-4 ON 85t 19' soiW blade (for valves 12' and larger) Note: this detaM Is also used for W4ta ft valves GATE VALVE -s- BOUT Joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shalt be restrained. SMALL SIDE J0JNT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP 10' 1Z" 6' 8" To" Tz" 6" -- 40 60 60 -- 20 40 40 8" -- - 40 60 -- -- 20 40 to* -- -- -- 40 -- -- -- 20 RESTRAINED LENGTH OF PiPE (Ft) PVC DIP 6' 8" 10' 12" 6' 8" 10- 12" 60 60 80 IQO 40 1 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- SEP 05 WISED 7,01 SEE STM OAM SL-1FOR APPUCAa41TY Of SAFETY %AHS. STN4}MD 101,1 OV t FIRAIAE E EOYYR Tot h•** Of YA&,04MY IS TO EE iEFT s1p ttl�htT1.Y LOW T6 Pff W PROPER AO.a nN1,1 , e,,+ER Matt FRAW TO GRADE Err tr>E trz Of WORiAR Oil I SRKK AS D GCTEtI Y Tt4r iteronEEll. 1 _ PLAT SLAB TOP AS DET `.itAdlrtAti6 S.w,,,^2 Y Q Q '., Mfl�M STJTUIEO FOR T.APEI 4 5EdT04 WHEN APPROVE rtlE EIt;;OM. STTa ST-1 All Y1" dr A 4,41 1 SHUT I OF S HALF PLAIN VIEW ..r s� !±rssanwlll_�A IF AIAIinrt ell4� ,,a 7i - s Weal lilt itIMM iMtM � ..r01 assr swr arller ins nllslarnW�■ I-r rr r! /i4W iM�;ilRil! •r v ++� /f v!Iii�lrlri •fir/r.R //.tlfI111 rY1R i19�! .. ,..••••-^' - r ,1; 4 TABLE OF OUA"TIES iTEP'M BAK1( BR" FEET TMOtr5A1f05 ARM "OtMI,4:37 6 019 ? 1 1.0 M765 2_123 b 1.2 WINS 2ASS b 1:A O.M -747 10 i.6 d.7A5 3.00 3-4s5 + 2.2 0.970 t3 2.5 O.970 �41 04 2.8 (i.970 15 3.r dI.ffi7Q A.40'J tS 4 t1.970 5. tens 17 a,0 1.t73 TiUJr3 MK.R$MIEAITI { ,*. r L OUANTOVES SN Mil ARE FOR W ANIJOLt *lTHWT PIPES. THE Ati"T M ACEV BY PFES W15T BE DEDUCTED TO dOTAPI TH E CaUUfilrrFES. 2 A SASE T`WKA�,S C,F 9' *,* USED V4 CO PUTNC r.0t1CRETE dTJANTITIES. 3.21CREA"TS TO BE ACDED FOR EACH AWYiOkx FOOT OF DEPTH. .4,1WATIMALS NAtt DE &bC*. C3hhMTE OR APPiiOVM COitMTE NA1M4pc.f BLODC. B.Y MOCKS AK USED THE MIISM m 7tli> KK1133 S TO W 5-- dt iMt ARE r0 �COWOM i$ wAl T3tOMSS tMIRs FXA �tE. B.AIk COMCRETE T4fDE JtSS A}, D. WEN SPECIFE%CON Pf�AHS THE artvERT IS TO tiS+t:r�tu AV AG4'M*M WN STAAF ND VS-1, MANHOLE FOR 12" 48" PIPE CULVERTS VARP.t1Al+1 KPARThANT CF TRA TAw-M 302 aT ^ as . a�•n' *AM y�:4 tt2 WLCTO.r T _; A StArrkp j ,»7iAknG4 R1R unAr 13 #YMAY-- a+Att A corn WACMG �ati1T GRATE "�r•� s1A.n(it4,kt a-►tI:t15+CR a AV ;EC.Ti{ - i" &NAETER eAR 0 t€u68 tsSrFT CA +n NOTES' ' s4 RAW ra L4T 4rTsEt 07,x,.S �Bsrrt tA4tN A•St7,c,t'+cc Sot t. ':{> r2KfttlrL rloIES�MNlCs51 FIIR A7C1^IucJA. aTTte�s_ i7}'." 74' 4 Y., r 7- CCiVCHM COVER A" GRATr KT Tip of T1.6tYrHF[8 C A rsEW 4 A SPWAE U14T +f►t IMC CI�Ea Z126 00 Girlrat �Wt --1- a ,r o � Tn Rr a-4- x V-u 4- GRATE AY OR J'-4- x 1'-tt'fJ- StUwTE 0. PLAt4 'v.t'Vfi +rT n Ct"so" U'Csav Am, 1.6w." 1Cr1UL }1Wt• QYp 1 15£IA a ? ►tA'r %OAF& *914 WKVACTLOER. 0. V, 4� pI'll l 4" 4. ORA1E A rs 10 ft Vitt" it IGCAT OM NOT p e" nv tHE1A L2" A 2' a 2ta`' h3LRNI14Y :JR,Ect TQ TRhFFiG, CL"IlYCC144 !� WtATr B u5 TO i3E 4tttnZED aM t4r:IVTttIrVS SECTtON ,h --A DE T AIL A r4 d�vaL;Y sJr 1(r to TMArnc. OETAL'.y or CONORFTF CC."dFR AND CRATE A a. ALMhAft ►r=iwos Cr-MCHC .was ROM Witt 8E AC4Ek'USLE +F *VROVED 9t Tn.E Er ft. n 7. GRATE ARE! C�7tiA4 A+E T4 BE CALVAMtETA PIFTER �i Y°n5ti' GRATE--�- rAnxs:Ar�ww. D � 13 - / �yt 6. Jowl's ai`WrEw CchrjwTt eavm A1tb 4uTrm 1/4 ExxAR I [V'#kDT:G.7y MAH% Or"LR vaor Ap.ipn E fi IC114pCGEL:.C.IrEYEC tY+ * ..... SAR f3 RE9 D,1 9. CC�Pj'AE 14 9fAtri Ot,'. 4R3p rail itl4.Mi,H1, XX KU E1WM C STEM SHALL Or % ACCeRrM", WITH H` 4�9vx 5 R +t. CAW BOAS AW TO K KS7ALLEb $0 trEY WILL Or 7'•TT/r„ PA+q+ T1AL, E:,.C710N D-D ALIGNEtr PARkLEL TO TK D,TCA F.". STAt4DARa CI.7, 7,A, 7U FOR OETALS Of MTE"R, X4" GRATE WTHW flit fit.ACEMEW. ^JtRNAtt 1�'t*GOS r3r v��t it 4• j� �t� CCNSTRuC-:rt5ry �tI1(F 6191EI �1"n'7 i3iI _ e iN u• AT` mr x^ t.+: ` CLEAN 4'- - PARTIAL SEC710% C-C DETAILS Of LOAD CARf21rM CRATE B " STANI)ARD PRECAST TOP UMT S 2-M 'Pik to CtF°AR W'Mr. Or twun"GRTAD" REV 7rC6 ,. t37,Q+k In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any Joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a teens requirements for Lb. A wye shall be restrained per a lee's Lr and a 45' bends L requirement. RESTRAINED LENGTH OF PiPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 x 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 1 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 1 20 20 20 12 X fi 20 20 1 20 20 TYPE RESTRAINED LENGTH OF PiPE (Ft) RESTRAINED LENGTH OF PiPE (Ft) FITTING PVC DIP DEGREE 6" 8" to' 12' 6 8" 10' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 1 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- 20F3 SEP Ott RESTRAINED LENGTH OF PIPE (Ft) DEPTH_ OF- BURY DEPTH OF BURY 4 FT ,MIN. 5-12 FT: 4 FT, MIN. 5-12 hT. SIZE/IYFE DEGREE Of BENDS Ld (DOWN) Lu (UP) SfZE/rYPE DEGREE OF BENDS Ld {DOWN) Lu (UP) 6" PYC/D/P 45, 225 & 11.25 20 20 10" FVC 22.5 & t 1.25 2D 2D 8" PVC 45 40 20 t0' DIP 45, 22.5 & 11.25 20 ZO 8" PVC 22.5 & 1 t.25 20 20 12' PVC/D!P 45 40 20 8" DIP 45, 22.5 & 1 f.25 20 20 f2" PVC 22.5 & f 1.25 20 2Q 10" PVC 45 40 20 12" DIP 22.5 & i t.25 20 20 0 0STOr O 30" LEGEND, BORDER - WHITE (REEL.) BACKGROUND - RED (REEL.) STOP SIGN _ DETAIL NOT TO SCALE STANDARD STOP BAR 24" WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS t) E'MD 0" WLET E14-Sit no" PLOT 00 4N *qrt END-MC11ON i ... ---- PLAN .,.. /tAYRI�iRsiRt:MiQNY A r L T PAY t0C SECTION X-X SiLOPE DETAIL INSERTABLE SHEET AL END SECTION I�NSMNS SPAN K RISE 23' It M4" 6' Y-S- 4r-r 2'-v 3D' x 19- 9' 2'-W 3'-;r P-r 3'-V 39" x 24" 0' 3'-V 21-6- b-2' 41-0, 42' X 27- f7 V-V T-V 6i 2' 61-0' C-11" 3'-3' 9=?' s'-6' 53' x 34" ram- Sr-3- 2`-1!' 9'-2' 44400 PSI EIt101111 his .f FLARED END -SECTION FOR 23" X 14t' TO 3,,, x 34" � I".MI ELLIPTICAL CONCRETE PIPE CULVERTS a�= iD2 f?t VitCOM DEPAIRTVEWr OF TRQGPORTAT*4 1Pristtad DOWN BEND DEPTH 4 FT. MIN. Ld � UP BEND DEPTH DOWN BEND RESiRAMED LENG 14 Lu Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). VEFMCA1. OFFSET RESTRAINED JOINTS 3 OF 3 -4- SEP 05 T - Y O 2 � O Z Q O 0 wd- oft r U V) r Q r0 w0 WM� a LL_ O c U 0 W H F-- V Uj 4. U to t Q (0 Oo N (J} L0 N -0 O 0 Q p p N O Q a� > � � •ir Q) ._ N C: N + r� C n C O O U Ln O [\ � � n � U IL N Ui O i. >1 L +� (� _ Ui O a� CL Lu W_ _U Z Z�� C� a W o F- � U � U o U w o O CC ty- 0- `0 N 8 8 p Q 0 Q ,• ^ L J O (N .. (/) W LL 0 m © � _ J w LtJ U _ w Cn O > WW �Q _�- Q .. Ll W o � W a o W_ (ten cn C) � d "1 S W a oC3 Q Q U U z o O ' rn cv Z W _ LJ -I Apr. 24. 2007 1: 07AM 5�' Nerangis Management c. a, ck,ernstown-, Commons Date: To; Fax #: From: Re: Comments: � leA k' 500 c?egasus Court Wnchester, Vq 22602 540-667-1322 Ea.V 540-667-4929 No.3468 P. 1 .d R 2 L jawyenCo, There are a pages in this transmission, including the cover page. If you axe missing any pages or have questions regarding this fax, please call the number above__ No, 3468 P. 2 April 23, 2007 Ms. Candice Perkins Frederick County Planning & Development 107 North Kent Street, Suite 202 Winchester, VA 22601 Dear Ms. Perkins: This is a letter to confirm that Orange Partners will submit a performance bond to Frederick County in the amount of $71,688.00 to cover costs associated with the required additional landscaping and future bike path at Kernstown Commons on or before the close of business on Friday, April 27, 2007. It is our understanding that, should the bond not be submitted by the required date, Frederick County will revoke the temporary certificate of occupancy for Country Inn & Suites owned by Hornestyle Hospitality and operated in Kernstown Commons. Should you have any questions, please contact me at 540-667-1322 ext. 103. Thank you for your assistance in this matter nge Partners cc: Eric Lawrence, Director Mark Cheran, Zoning and Subdivision Administrator Mike Stewart, Department of Public Works Wayne Corbet, Deputy Treasurer 500 Pegasus Court • Winchester, 'VA 22-602 • ph 540-667-132-2 • fax 54o-667^4929 V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. in case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (1PDSH) Rules and Regulations. V3. When working within VDOT right-of-woy, all traffic control, wheather 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 Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shag be responsible for relocating, at his expense, arty and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / pubfic utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or Hems that may be in conflict with the proposed construction oct'W VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any odditionol expense incurred as a result of any field revision shag be the responsib'lity of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall 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. V8. The contractor shag notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall recce 48 hours advance notice prior to any required or requested inspection V9. The contractor shall be responsible for maintaining odequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook Furthermore, access to other properties affected by this project shag be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. VtO. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VI 1. All water and sewer fines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g.. unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work Mall cease in that vicindy until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtains is representative of the location. When soil samples ore submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with oil applicable VDOT standards and procedures. V14. All roadway fill, !lose, subgrode material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AAASHTO 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, density tests shall be performed by a quofified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT doily, unless specifed otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's disuetion. by VDOT on on account receivable basis following the Manual On Uniform Traffic Control Devices. VI& The developer shag provide the VDOT Residency Office with a fist of all material sources prior to the start of constriction. Copies of all invoices for materiols utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregete base and subbase materials shag be placed on subgrode by means of a mectioriical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-1(i. A certified compaction technician shall perform these tests. Certified copies of test reports shag be submitted to VAT daily. unless specified. V20. Asphalt concrete pavements shag be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shag perform these tests. Certified copies of test reports Mall be submitted to VDOT daily, unless specified otherwise. A VDOT representative stall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) imhes and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shag report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engirneer and approved by VDOT. V22. Approvol of these plans shall expire three (3) years from the date of the opprovol letter. V23. VDOT Standard CG-12 Curb Romps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail slag be installed where warranted and/or as proposed on these plans in accordance with VD0T9s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. PARKING AND OTHER ACCESSORY USES SHALL BE PERMITTED IN THE AREA LOCATED NORTHEAST OF THE UMiTS-OF-USE BUILDING RESTRICTION UNE PURSUANT TO APPLICABLE REQUIREMENTS OF THE ZONING ORDINANCE. AND AS DISCUSSED BELOW. PRIOR TO CONSTRUCTION OF PARKING OR ANY OTHER ACCESSORY USES WITHIN THE LIMITS -OF -USE AREA. THE APPUCANT MUST DEMONSTRATE THAT THE ZONING ORDINANCE REQUIRED PARKING COULD ADEQUATELY BE ACCOMMODATED ELSEWHERE ON THE KERNSTOWN COMMONS MDP PROPERTY. EXECUTION OF A SHARED PARKING AGREEMENT, PER THE ZONING ORDINANCE. MAY BE UTILIZED TO SATISFY THE ZONING ORDINANCE PARKING REQUIREMENTS. IN THE EVENT THAT VDOT DETERMINES THAT ALL OR A PORTION OF SAID AREA IS REQUIRED FOR PUBLIC ROAD IMPROVEMENTS AND THUS INITIATES THE PROCESS OF ACQUIRING THE NECESSARY RIGHT-OF-WAY. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR RELOCATING ANY PARKING OR OTHER ACCESSORY USE INSTALLED WITHIN THE DESIGNATED "UMITS-OF-USE" AREA. THE RELOCATION OF SUCH USES SHALL OCCUR AT THE OWNER'S EXPENSE. ANY COSTS ASSOCIATED WITH DESIGN AND RECONSTRUCTION OF THE UMiTS-OF-USE AREA FOR THE PURPOSES OF PUBLIC ROAD IMPROVEMENTS. TO INCLUDE REMOVAL OF EXISTING ACCESSORY USES. SHALL BE THE RESPONSIBUTY OF VDOT. PRIOR TO APPROVAL OF THE FIRST SITE PLAN, A PLAT DELINEATING THE LIMITS -OF -USE SHALL BE APPROVED BY THE PROPERTY OWNER AND VDOT, AND SHALL BE FILED WITHIN THE RECORDS OF THE FREDERICK COUNTY CLERK OF THE COURT. NOTE: ROUTE 11 IMPROVEMENTS SHOWN HERE ARE FOR INFORMATIONAL PURPOSES ONLY. A SITE PLAN FOR THE PROPOSED IMPROVEMENTS ALONG ROUTE 11 INCLUDING LANDSCAPING, HIKER/BIKER TRAIL AND ASSOCIATED DETAILS WILL BE SUBMITTED SEPARATELY. NOTE. THIS SffE PLAN IS FOR THE DEVELOPMENT OF THE COUNTRY INN & SUITES AND OUTBACK STEAKHOUSE. ALL OTHER STRUCTURES WILL REQUIRE A SEPARATE SITE PLAN SHOWING PARKING, LANDSCAPING, SIDEWALKS AND OTHER REQUIREMENTS WHICH MEET THE FREDEREX COUNTY STANDARDS PHASE I P KING REQUI EME S PROJECT SUMMARY HOTEL (COUNTRY INN & SUITES) - 81 GUEST ROOMS ® 1 SPACE / ROOM = 81 TAX IDENTIFICATION NUMBER 75-A-10 TOTAL PARCEL AREA 31.5327 ACRES RESTAURANT (OUTBACK STEAKHOUSE) - 6,163 SF ® 1 SPACE / 100 SF = 62 ZONING B2 ADDRESS ---- FUTURE RESTAURANT (LOT 7) - 6.100 SF ® 1 SPACE / 100 SF = 61 CURIW USE VACANT PROPOSED USE COMMERCW, RETAIL, HOTEL. THEATER & RESTAURANT FUTURE FAST FOOD RESTAURANT (LOT 6) - 3.876 SF ® 1.4 SPACES / 100 SF = 55 DISTURBED AREA 35A ACRES TOTAL PARKING REQUIRED FOR PHASE I = 259 23 FRONT 50' SD' TOTAL PARKING PROVIDED = 477 SIDE 0' --__ REAR 0' ---- PARKING 5 5' BUILDING HEN HT 35 (MAX.) COUNTRY INN - 40' ESTIMATED HANDICAPP PARKING REQUIREMENTS OUMCK STEAKHOUSE - 32'(+/-) MUNTRY iNN & SUITES - LOT 2 COUNTRY INN & SUITES (81 PARKING SPACES) REQUIRED = 4 PROVIDED = 5 GROSS FLOOR AREA 13,550 S.F. PER FLOOR NUMBER OF STORIES 3 OUTBACK STEAKHOUSE (62 PARKING SPACES) REQUIRED = 3 PROVIDED = 5 TOTAL FLOOR AREA 40,650 S.F. LOT 2 AREA 6.04 ACRES FAR ALLOWED 1.0 FAR PROVIDED 0.15 NOTE: THERE ARE NO MEMNG ROOMS OR RESTAURANTS ASSOCIATED WITH THIS FACILITY. C#IT" STEAKHOUSE - LOT 8 GROSS FLOOR AREA 6,163 S.F. THE DEVELOPER SHALL PROVIDE THE FOLLOWING. NUMBER OF STORIES 1 1. BENCH MARKS WITHIN THE SITE ARE ADEQUATE TOTAL FLOOR AREA 6,163 S.F. FOR USE BY CONTRACTOR TO GUIDE LOT GRADING LOT 2 AREA 138 ACRES AND FINISHED FLOOR ELEVATIONS. FAR ALLOWED 1.0 2. AS BUILT PLANS OF IMPROVEMENTS ARE TO BE SUBMITTED FAR PROVIDED 0.10 TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. "FOR LANDSCAPING TABULATIONS SEE LANDSCAPE PLANS 1. REVISED PER COUNTY AND FCSA COMMENTS 5/8/05 BTN 2. REVISED PER COUNTY AND FCSA COMMENTS 6/27/05 BTN 3. REVISED PER COUNTY COMMENTS 7/18/05 BTN 4. REVISED PARKING CALCULATION TO REFLECT 81 ROOMS AT COUNTRY INN 8/ 1 /05 BTN NO. DESCRIPTION DATE CHKD REVISION • PROFESS! NAL SEAL fl a >r, THRuMAAs No. 0301 Ito; S !ORAL GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. 8. Contractor's blasting operations shall include all future building locations, and be at depths suitable to support footing installations for all future buildings shown on this plan. FARE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK MUMiTATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line. a.) The Authority shall furnish all labor and material. b.) The developer/contractor must: 1. Make application and pay deposit. 2. Mark the tap location. 6. The contractor shall tie-in a new sewer line to on existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a.) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b.) The frame and cover shall be set to final grade. c.) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d.) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a.) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b.) An Application for Service must be made and fees paid before work will begin. c.) The Authority shall fumish and install all %", 12" and 1" water services. d.) For all 1X" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e.) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. SEM N 1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION. 303 GROUP A. (ASSEMBLY) FOR THE THEATER AND USE USE GROUP R (RESIDENTIAL) FOR THE MOTEL OF THE INTERNATIONAL BUILDING CODE (IBC) / 2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL. PLANS AND SYSTEM PLANS SUBMITTEC, FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL 2. THIS PROJECT SHALT. COMPLY WITH SECTION 507. UNLIMITED AREA BUILDING REQUIREMENTS OF IBC. FOR THE DISTANCE TO PROPERTY LINES OR AN APPROVAL OF MODIFICATION REQUEST SHOULD BE OBTAINED. A MININMUM DISTANCE OF 40 FT TO THE PROPERTY UNE IS REQUIRED WiTH A TWO HOUR FiRE RATING. 3. ALL REQUIRED MAN EGRESS DOORS SHALL COMPLY WiTH ACCESSIBILITY UNDER CHAPTER 11 OF IBC AND CABO A117.1-98. 4. ALL STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA DESIGN PROFESSIONAL. THIS TYPE OF STRUCTURE SHALL BE SUBJECT TO COMPLY WITH SPECIAL INSPECTIONS REQUIREMENTS IN CHAPTER 17 OF THE IBC. (SOILS. CONCRETE. ETC.) 5. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERiCK COUNTY ZONING ORDINANCE. DETAILS OF PROPOSED SIGNS WILL BE PROVIDED UNDER SEPARATE COVER, WHILE APPLYING FOR SIGN PERMITS. SO4AGE PROPOSED ALONG ROUTE 11 MUST BE A MONUMENT STYLE SIGN. 6. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 7. NO STEEP SLOPE. WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 8. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHAL. REQUIREMENTS. 9. ALL UTILITIES TO BE PLACED UNDERGROUND INCLUDING BUT NOT LIMITED TO STORM, SANITARY. WATER, ELEC. GAS. TELEPHONE. CABLE, FIBER OPTICS, ETC. 10. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 IT. SIGNS SHALL BE LOCATED 3 Fr. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT- 35'. MAX SiGN AREA- 100 S.F. 12. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING. CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHAL. ALL CURB AND GUTTER AROUND THE PROPOSED BUILDINGS AS WELL AS ALONG THE TRAVEL WAY THAT IS NOT DELINEATED AS PARKING SHALL BE MARKED AS 'FIRE LANE NO PARKING" WiTH YELLOW PAINTED CURB FACE AND FRONT ALONG WITH APPROPRIATE SIGNAGE. 13. STREET SIGNS AND STOP SIGNS SHALL BE PROMDED BY THE DEVELOPER AT ALL ROAD INTERSECTIONS. 14. RADII INFORMATION OF PROPOSED CURBS SHOWN ON PLANS ARE TAKEN AT THE FACE OF CURB. 15. FUTURE SIDEWALK EXTENSIONS WILL BE FINALIZED ON FUTURE SITE PLANS. PROPOSED EXISTING ROAD CENTERLINE PROPERTY LINE EASEMENT BUILDING RESTRICTION LINE OR PARKING -- -- --- - RESTRICTION LINE CURB AND GUTTER REVERSE CURB AND�%11 C GUTTER TRANSITION FROM REVERS` TO REGULAR GUTTER HEADER CURB --�� EDGE OF PAVEMENT - - --- EDGE OF SHOULDER SANITARY SEWER ` AND MANHOLES SANITARY LATERAL AND CLEAN -OUT STORM SEWER STORM STRUCTURES: MANHOLES �--- ---- ---= :- = JUNCTION BOX GRATE INLET v--- --'---- - CURB DROP INLET CURB DROP INLET TRENCH DRAIN -`- -� END WALL END SECTION-` -- -- RIP -RAP WATER APPURTENANCES: BEND WATER MAIN DEAD END ANCHOR GATE VALVE WATER METER TEE - W itf ---- vj- tc- -- CROSS W-+- - REDUCER/INCREASER `" AiR RELEASE 2' CONTOUR / . 312' / r" ,...__� 1 10' CONTOUR 310�"\� -ti�; 310 "'_-- FENCE X X- GUARDRAIL ' • ---� TREE OR TREE UNE UNDERGROUND UT - TELEPHONE UNDERGROUND ELEC --- ELEC ELECTRIC\ OVERHEAD TELEPHONE OHTE - -- OHT(_ AND/ OR ELECTRIC 310.10 310.10 SPOT ELEVATION a' UNDERGROUND GAS LINE F-------J BUILDING CONCRETE PAD OR WALKS FLOW UNE WATER FEATURE LIMITS OF CLEARING ----------- AND GRADING SIGN _ STREET LIGHT �} TEST PIT REQUIRED ABBREVIATIONS A ARC PCR POINT OF CURB RETURN AC ACRE PC POINT [I CURVATURE R AT PP POWER POLE BMA BENCH MARK PRC POINT OF REVERSE CURVATURE BLDG BUILDING PVI POINT OF VERTICAL INTERSECTION BRL BUILDING RESTRICTION LINE PVC POINT 13F VERTICAL CURVATURE OR CL CENTERLINE POLYVINYL CHLORIDE C RATIONAL RUNOF COEFFICIENT PVMT PAVEMENT CG CURB AND GUTTER PVT POINT OF VERTICAL TANGENCY CH CHORD PT POINT OF TANGENCY CO CLEAN OUT PL PROPERTY LINE CON CONCRETE PR13P PROPOSED CMP CORRUGATED METAL PIPE R RADIUS CY CUBIC YARDS RED REDUCER XING CROSSING RCP REINFORCED CONCRETE PIPE DI DRIIQ INLET RT RIGHT DIA DIAMETER ROW RIGHT-OF-WAY DNG DRAINAGE SAN SANITARY EP EDGE OF PAVEMENT SEW SEWER ESMT EASEMENT SHLD SH13ULDER EX EXISTING SHT SHEET FC FACE OF CURB SD SIGHT DISTANCE FH FIRE HYDRANT SF SQUARE FOOT FF FIRST FLOOR ORFINISHED FLOOR STA STATION FL FLOW LINE STM STORM FM FORCE MAIN SY SQUARE YARDS GV GATE VALVE TC TOP OF CURB HP HIGH POINT TEMP TEMPORARY INV INVERT ELEVATION TS TOP (IF SIDEWALK IPF IRON PIPE FOUND TV TOP OF WALL IPS IRON PIPE SET TYP TYPICAL LAT LATERAL UE UNDERGROUND ELECTRIC LF LINEAR FEET UG UNDERGROUND GAS LOS LANDSCAPE OPEN SPACE UT UNDERGROUND TELEPHONE LT LEFT UTV UNDERGROUND TELEVISION LTP LIGHT POLE VC VERTICAL CURVE LP LOW POINT W WATER MAX MAXIMUM WL WATERLINE MIN MINIMUM WM WATER METER OS OFFSET WS WATER SURFACE PRL PARKING RESTRICTION LINE WW WASTE WATER PCC POINT OF COMPOUND CURVATURE Patton H arris Rust & Assooiates,c Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. PH + Leesburg, VA 20175 T 703.777.3616 F 703.777.3-125 DESIGN w TN PHR+A DATE rr CHECKED TN SHEET !:! 1 NOTO. OF i ,. � .. a .1 ,�"0,�., o' A� V Vr Q - r r� -� sP LPAD no 121'_ CPP ©6 0- Q SPLASHPAG Win r9AI�� �a � 1 C3 fl. N • rl � L '7 C) 1° Q o �N cl U >' M 'II D) M � N L v r-- LI)Lo U. �Vi U •,;, • L N cc _U c ui + V o • � C. w 3 a. 0 Q Z --� Z tY_ — C� Y Q W OL W N Z g 0 2 0 8 o � c S o Z � W W a z � N o � J 11 � I - o a Q r U U) o Z a o 4 -� or_ o 3 W Control number Date received Date reviewed Date Revised MDP04-0016R 5/3/2006 5/8/2006 Project Name Applicant Kernstown Commons Patton Harris Rust & Associates Address City State Zip Applicant Phone 1 17 E. Piccadilly St. Winchester VA 22601 540-667-2139 Type Application Tax ID Number Master Development-Resub Fire District Rescue District 75-A-10 11 11 Current Zoning B2 Election District Recommendations Shawnee Automatic Sprinkler System Automatic Fire Alarm System Residential Sprinkler System Yes Yes No Other recommendation Requirements Emergency Vehicle Access Hydrant Location Adequate Not Identified Siamese Location Roadway/Aisleway Width Not Identified Adequate Emergency Vehicle Access Comments Access Comments Additional Comments Plan Approval Recommended Reviewed By Yes J. Neal Fire Lane Required Yes Special Hazards No Signature mow•, �y 'P Patton Harris Est Associates l u �� � Engineers. Surveyors, Planners. Landscape Architects. ° `Q Piccadilly Street S € MAY 1 2 117 East Picca y + Winchester, Virginia 22601 w T 540.667.2139emorandoM F 540.665.0493 "' To; Jeffrey Neal, Frederick County Fire Marshall Tohn Whitacre, FCSA From: Ron 1V islowsky Date: May 2, 2006 Project Name/Subject: Kernstown Commons - Motel Site PHR+A Project file Number: cc: Candice' Perkins, Frederick County Planning We have revised our parking layout to remove improvements from the Voluntary Setback Area. While waiting for VDOT to determine how much land they might need and for those improvements to begin we have proposed an emergency access drive around the back of the motel. This would be a gated, aggregate base roadway. In order for Planning to approve this new layout we will need a comment from you. Please call if you have questions. Lf ® ® /,0, t - F-� _fir Patton Harris Rest & Associates Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street PH + A Winchester, Virginia 22601 T 540,667.2139 F 540.665.0493 To: Candice Perkins Organization/Company: From: Date: Project flame/Subject: PHR+A Project file Number: cc: Frederick C.oun Planning Ron Mlslows May 11, 2006 Kernstown Commons Lisa Limoges I have enclosed here the revised hotel location to shift all parts of the building out of the voluntary set back line. The parking layout and storm revisions conform to that submitted previously. I've also provided here the Fire Marshal and FCSA approval of these revised plans. Please let me know if you have questions. ,'XI / , r f / / J r / / / r lam'' / -` / / � r /I / / / I / / I r / lo / / I no ,'FUTURE LIMITS OF ' PARKING LOT UPON LIMITED ACCESS AREA OF I-81 BEING ACQUIRED BY VD T AY 091304.2612 20 FT. GATE MEETING REQUIREMENTS E 11569725.5294 OF 2003 INTERNATIONAL FIRE CODE - PARA D103.5 R 9WCY CCES� S�_` N SCREENED DUMPSTER CONC. PAD J N 7091186.6868 E 11569712.2124 MEN • ;��wcl� 1. .'_ ® � ,. � � �. w� �iw '�-' �.:.:.'. tr• its I'l 1 q., wv _• *. _ i _• ® .� �, 1et J I O 1 6' OUTDOOR FLAG POLE FOUNTAIN FEATURE P-pw ■ 1 ;ll , N W \ Ui z\ O71 X.,1-\ X\ awmi �+� N� FUTURE LIMITS OF PARKING LOT UPON LIMITED ACCESS AREA OF 1-81 BEING ACQUIRED BY VDOT VOLUNTARY LIMITS OF "USE" PER LIMITED ACCESS AREA OF 1-81 6=ml g a� V�1 •00 �N cd U) (an' c Ofl -0 Z 2) M co a 0 8' N 8 J o .�.. o 0 >� c r �_ 0 � LL' a - F- u. vi U •,� • L (ll _) N o -{- ccCD •� a w �Z 3 0 F- _Z:D z �0 Z WW Z •C Q W Z to -o o � L) N Z O O U O Z W Y O W F o (1) U) U) vix W 0 O z O z w �d C3 z� O z o o v �N s / / / / / / / 0 / �r , f / / / / / / / / / / / / FUTURE LIMITS OF PARKING LOT UPON LIMITED ACCESS AREA OF 0'1-81 BEING ACQUIRED BY ' VDOT 1*1 KA .•. �- • . .� 4� 1I E• o. SiDrWALK RAV 0 N 7091304.2612 20 Ff. GATE MEETING REQUIREMENTS E 11569725.5294 OF 2003 INTERNATIONAL FIRE CODE — PARA D103.5 R NC7� C CESS SCREENED DUMPSTER 1 - WZ CONC. PAD a N 7091186.6868 E 11569712.2124 i : 1 •' � � ��: / : i : i : i : EWE op OUTDOOR FO U NTAI N- �;Q FEATU RE FLAG POLE tir ll into ".: M b ° U\ b v,\ V�\ VpJ ` ) a Fq O\ :,� r X a �m� FUTURE LIMITS OF PARKING LOT UPON LIMITED ACCESS AREA OF 1-81 BEING ACQUIRED BY VDOT VOLUNTARY LIMITS OF "USE" PER LIMITED ACCESS AREA OF 1-81 -r. j � N +� Q. g c' u)r 0 •� a N (Sf pl U) ei -0 II M rn Q a V _ c n a? c0 ca o 0 O� C W U �( C Lf) U,) 13 U •L • L � � L _) N + � o � aw V) a 45 (n Q_ ck$o� Z=) Cf) ;:;;o Z WW Z.<*#*e a. F- V) W Z M c �0 qrm z i>u O O i>e F o N OVG W � O Z C3 O 5 Z U Z� z W OD N Z 0 a U av- q r f , ;✓' J fr /✓f f J, /✓✓ r /, ir,r ✓ ,/ fr, r✓r ✓ J,. `'^......� ,'' ,,.'' - r / r , /ram .• /J ✓' ,/� �'' y.✓ �/ r r J,r f ,J �.!' r/✓ ,rrJ' J ` ` ,^'"./ �' ✓f \ it .+..'�"""� J / f F ( ! i fi/ flt / 11, , / ' O / / � F �✓ I ✓ / 4 / f( O r/ � O oC14 !`1O/G / 1 ✓ h / , 00 D d. /, "J Vs.. L ►� otAD r I I Al k' Jar �`"' O - -a 1� f. ZZ ( O D i f ' - f f r 4 � ' r ' r 6./ ,r ✓ ------------------------------------------------ ----------------------------------------------- 4 E\77, IS 000 he � �' \ Vx 41 lo DO 4" / f , � �j �,�G /c, p� x 4.... �j p_ A\ 11 _ ve, 01, { ,�' r� -• � -- fryop X JA Ej r ?V1, v l� Q / i i - t ✓ 6` _ _ A : l ✓ I / n t . i O / <\ 15 777- � AN J D ~�. Y MW VD, TOMS. O y f / J' r lQ \ � "�?i's,�' y`•4. k�°t.�.��'���"^�s: $a *n„��... xz�a�:.tt,.",'� ._ � ;4 1♦ l /Q w _d J rfry ✓'t /y` ff'Jr / j !i �. C/ fla ,...A°4 ^bs,:...' .. ..�'. `...;' ;� ,id#�''Y z :F' ' `'a?-aFiS.... x" °�++'aV w'� .',..'d{is. _• �f' ,:% �. / f 06 LA r r / /! ✓J ff ! N� z: G � \ ! , '� Q7 G ro ►�� �%G zo ` 4f� � � Ci�.4PH/CSCAtE y J y 20 10 0 20 O 40 r O . t�N (/N FEET 1 inch — 21 : , / / i i _ G � Ani 4J a 8 CC3 N :t Rf Q o •� N 'V Q 0 � CID J N Q_ r Sri .CO +.+ C: W �C d' Ct O"> N C C U) to .� � c0 � i7 r U. ^'� N ai U .L • L N _ ( j C (i 4.i o a� d+ � CY) G. w M CL 0 m �— Q Z -� Z �, Z Z C a Q W CL U) Z 5 OLr. V) Z 4 0 z .:C S r o - v W � W a co O o Z V? lt- r- O a. Q O © z Q a a M o LL. o f- z Y z CO Q U Ck �N z Patton Harris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street R+A Winchester, Virginia 22601 PH T 540.667.2139 F 540.665.0493 To: Candice Perkins Organization/Company: From: Date: Project Name/Subject: Frederick County Planning Ron Mislowsk/ September 27, 2007 Country Inn & Suites - Kemstown Commons I have attached a revised plan for the unloading area at the Country Inn & Suites entrance. The owner will be reconstructing this area. We have shown relocating the curb at the side opposite the building to provide a 21 ft. access way. We wanted to provide a copy of that plan here for your records. If you have questions or comments, please let me know. x 7L.' PROVIDE 4" DRAIN FROM DOWNSPOUT TO DAYLIGHT AT FACE OF CURB. ^^ cn 719.00 ^ry 12' FLUME WITH ^ hN, �o� �' '19.02 1&9 c w �.` (�N:r ALUMINUM GRATING N51_ SEE DETAIL THIS SHEET -- - t _ ; c X ' °-� hi ; 11 4' ° ,` CY4� c � tp,' EX. T/C O co,1 \ .N' n h \ r'718.85 v?v G '. 718.26 cd co Lci k 57< of �' r\ r` r\' ^(h /\ co �,� ^^+ it N Q k3 O /� r h TAMPED CONCRETE ^,t SHOULD RAMP UP TO SIDEWALK EXCEED 57a ELEVATION CHANGE SHALL NOT EXCEED 6". PLACE SIDEWALK AT 5.00' GUTTER ELEVATION 5.00' � °o4odnRn OV O o°�°eo°o° D p' N- rn ,' 718.05 71$.15 718 05 ^ 717.38 ^ ,\ c� �� rAo) , « 718.35 T/C T/C-E( IN ^ n 41) r\' " r� '\ r' 4° 718.03 717.71 ry t"^ ^' SAWCUT LIMITS T/C 718.56 \ (5" CURB) CAN VARY TO MEET EXIST. COLUMN DESIGN PLAN VIEW SCALE: 10=10' MILL 1"X6" OF EX. PAVEMENT STAMPED QQNiCRETE 4 a EXISTING �: a PAVEMENT 1.5" SM-9.5A 1.5' SM-9.5A-/ 3" BM-25.0 3" BM-25.0 - 6" 21-A 6" 21-A - PAVEMENT SECTION SCALE: 1 *=10' EXISTING CURB CAN REMAIN IN THIS AREA BUT SHALL BE OBSCURED BY LANDSCAPING MATERIALS. MILL 1"X6" OF EX. PAVEMENT EXISTING PAVEMENT REPAIR/REINSTALL HANDICAP ACCESS RAMPS TO MEET 2% CROSS SLOPE REQUIREMENTS. 2 FT WIDE TRUNCATED DOME SURFACE TO BE SET AT FACE OF CURB TO PROVIDE 36" CLEAR WALKWAY AT BACK OF RAMP. GENERAL NOTES: I. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2_ DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL_ OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER_ 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MI-D-DEPTH OF RAMP FLOOR. WNWUM CONCRETE COVER 1l/Z". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS .DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, F:RM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT -HE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPEy:NG IS PERPENDICULAR' TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-13. COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DFP T H_ 10. WHEN CURB RAMPS AnE USED IN CONJUNCTION WITH A SHARED USE PATH. THE MF�NMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH INSERTABLE SHEET A59 'Tvi Tig,?W�ea G tg�!1� br�szira��� r � MIN 12 12.1 MAXI CO-12 TYPE B ADJUST DETECTABLE WARNING PARALLEL. PAD LOCATION PER PLAN 12:1 MAXI 2 ATY. 2" HIGHER THAN _ EDGEE OF PAVEMENT AT X X , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR 1.6" - 2.+" TRUNCATED DOME C-c o 0 o I 0 0 0 0 o o o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I + 0 0 o o o o o o o o o 0 o o 0 0� 000000000000000� 02"," L 501 - 65/. OF BASE DIAMETER o o o o O O O O O O O O O o O L TOP DIAMETER o 0 0 0 o 0 0 0 0 0 0 0 0 0 01 y_ VARIABLE BASE DIAMETER 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETAIL DETECTABLE WARNING SHEET i OF 4 DETAIL CG-12 DETECTABLE WARNING SURFACE SP6t"Ir-ICATIE REV. 7/05 GENERAL NOTES 105 20,3,05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 6" 3• MATCH EXISTING GUTTER ELEVATION AT DISCHARGE 12" U �n 6" v ALUMINUM GRATING, 18" WIDE LENGTH AS REQUIRED. PROVIDE SMOOTH JOINT. NOTCH CURB BOTH SIDES MATCH SIDEWALK ELEVATION BOTH SIDES CONCRETE CURB AND FLUME \-- 4" 21A SECTION THRU CONCRETE FLUME N.T.S. w a z O 0 U w In R N z >, O o Ca C� OLo o Q rn U > �► W oU i C O c N U) o W V) H LL In .� o L > vi C � O a: '`'r 0) c CLLJ L c J z 0 Q Li �--� � U W z Q� ry 0 �n z(J-) L.d 0 W w W J F_- r~ z Z a U U z Q 0 U D V) CJ Z U Ww O IZ Ne 0 a � C) CV N w 0 L.Lj Z Q LIL O w •- J c o 0 6 z Q I z z Y Z tow Li ri w w 0 ^^ 719.00 N hN'} co`\f : c, '1 9.02 _18.98co I n 40 ,ri '� c Sri a ' r r;`s z� v 4 n �r X n k o�c J x co h N, Avo �`r' to hl o^�4Y / h� A- .'....7:St. a\ 31.67' N TAMPED CONCRETE 0; o :...........:' o `�::• ^w' 718.05 718.15 718.05 n h T C h• r ' �' n' n rp 718.35 y 'PC✓,yG' sT9� Qpip� PROVIDE 4" DRAIN FROM DOWNSPOUT TO DAYLIGHT AT FACE OF CURB. 12' FLUME WITH gam`, ALUMINUM GRATING SEE DETAIL THIS SHEE h ` EX. T/C o .y �,�� 1 • a•' r 718.26 �. h SHOULD RAMP UP TO SIDEWALK EXCEED 5% ELEVATION CHANGE SHALL NOT EXCEED 6'. PLACE SIDEWALK AT 5.00' GU1lER ELEVATION5.00' i L j Dp v¢ +i- " Md,,r-if- o � " NC3 onoro.dnon N DG7Q o°o°,o�o� D p' N" 4N IN IN A EX. 717.38 t„`V ov co T/C T/C-EX r 718.03 717.71 r ` ��, " T/c 718.56 CURB) RB)EXISTING CURB CAN REMAIN IN THIS AREA BUT r\' ^' �' SAWCUT LIMITS (5SHALL BE OBSCURED BY LANDSCAPING MATERIALS. CAN VARY TO MEET EXIST. COLUMN DESIGN PLAN VIEW SCALE: 1 "=10' MILL 1'X6' OF MILL 11'X6' OF EX. PAVEMENT EX. PAVEMENT STAMPED CO<v1CRETE a- 4 v EXISTING _ EXISTING � - � � PAVEMENT AVEMENT 1.5' SM-9.5A 1.5' SM-9.5A 3' BM-25.0 3' BM-25.0 6" 21-A 6' 21-A PAVEMENT SECTION SCALE: 1 "=10' REPAIR/REINSTALL HANDICAP ACCESS RAMPS TO MEET 2% CROSS SLOPE REQUIREMENTS. 2 FT. WIDE TRUNCATED DOME SURFACE TO BE SET AT FACE OF CURB TO PROVIDE 36' CLEAR WALKWAY AT BACK OF RAMP. INSEWFABI,E S11F.ET A59 CO-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETEC-ABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN _ TRAVEL_ OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENCINEER_ TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPE-NDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITK REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4- - 5' NIIN 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG 2 BOTH SIDES OF THE RAMP FLOOR, MkD- DEPTH OF RAMP FLOOR, aaNIMUU t2:t MAX � CONCRETE COVER 1/Z . y 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B ADJUST DETECTABLE WARNING 7. CURB RAMPS ARE BY THE NGINEER.TTOHEY LARE TOOCATEDBE�PROQDEDSHWNOATTNTERSECTIONSHE PLANS ORAWHDEREVERIRECTED PARALLEL PAD LOCA-n NN PER PLAN AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER,AND SHOULD NOT - BE LOCA-ED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, F-,RM AND SLIP RESISTANT PATH CONNECTING ALL 12_1 MAX ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE A.OPROACHED, ENTERED SR N �� AND USED BY PEDESTRIANS. T --- 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' bAN AT X , 2"' HIGHER THAN T HE CURS OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURS OPENING IS PERPENDICULAR TO THE CUR& AT )K X , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOTACCOMMODATE THE TURNING TYPE C TRAFFIC, REFER TO STANDARD CC 3,�COMMERCIAL ENTRANCE (HEAVYENTS OF ANTICIPATED HEAVY PARALLEL PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH. THE MNIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH L6 - 2.4 TRUNCATED DOME C-C ©a o I 0 0 o 0 o o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 I + o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �," 0000a0000aaoaooQ N �� 02 BOY - 65% OF BASE DIAMETER o 0 o o 0 o o o o o o o o o o TOP DIAMETER 0 0 0 0 0 0 0 0 0 o Q 0 0 0 0 � II� 0 9 - 1 4 VARIABLE BASE DIAMETER 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETAIL DETcCTAB WARNING TE DE AIL SHEET i OF 4 CG-12 DETECTABLE WARNING SURFACE REV.7/05 GENERAL (NO I ES 105 203.05 VIRCINIA DEPARTM5NT Or TRANSPORTATION 502 • 6" 3" MATCH EXISTING GUTTER ELEVATION AT DISCHARGE 12" ALUMINUM GRATING, 18" WIDE % LENGTH AS REQUIRED. PROVIDE SMOOTH JOINT. NOTCH CURB BOTH SIDES 3" MATCH SIDEWALK ELEVATION I ,_ BOTH SIDES 6" CONCRETE CURB AND FLUME \-- 4" 21A SECTION THRU CONCRETE FLUME N.T.S. � ti C� A� Q t v�F1�•y`}}1 � � \\fir r� 0 o 9X w Q 0 N Z 4) �;, 0 .(3 0 O o N It 4 L0 z U) C = N O I-- Q >ix U) U N O U 0 D_ i Ln 0 ON cSJ V) t- LL In .N o L i to � O = + z C � O CLi L V z 0 W Li LJ ry 0 �- CL z� w 0 L_,_J w L_I_J Lei Z Z • O + U Z Q3t o= � � O U Z I- U w O w o� se O C) N 0 W r- < �N CL CL ~ Z ILL. •- u) w � a w cf)o � 0 6 z Q N Q Of o r o 1 tij z z z 3 Y 0 (� w