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HomeMy WebLinkAboutSUB201600021 Plan - As-built Road Plan and Comps. 2016-01-25 0 OLD TRAI L VI LLAGE 4z � $�m 3 li BLOCKS1O, 16, 17, 18 & 30 a z s rtl.a 4,,,... AS-BUILT ROAD & UTILITY PLAN �z SITE DATA I , . .-) ^ _ ,, r O0t ' OWNER/DEVELOPER MARCH MOUNTAIN PROPERTIES LLC CONTACT: RAVE BROCHMAN /I \ r _ �• y'V'"I�� ;,1�_�' i i -Z /, al 1005 HEATHERCROFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE r , '1 � ' 7A � SHEET INDEX O m CROZET VA, 22932 CELL: (702)-985-90BB i /� �� ,' 4, i/ , Qr deveVoidtrailvillege.cem ----` _/4p ,k "C' � /^, /- 1 COVER SHEET � W PLAN PREPARER ROUDABUSH GALE, &ASSOCIATES \ ., �' I .,lC:I• PT'I;, :'^.: /'\ 1./ IL2914 MONTICELLO ROAD / r�l� '�` i'� �`' '` • � ' , •N (434) 77-02LLE, VA. 22902 -� -C\ \, '-. % 'i';r. _ J*'\ *NC (RY,XXXI� t 11 (434)-977-0205 - Y \ \ \` `L-__$ r'T`.yi'-.`.- , - :�C� Ill TAX MAP PARCEL Mr A PORTION OF 055E0-01-00-000A1 \ ,/ '��;;"? t:z���� `�j�' ;'�;_*r�, � ��� *�>Sk30�FCPK>CY.XXH R�IiII' ill aW �:---- ��-i ,�- �vi',_,'�.>.�G�-..��iii, / �../;fir. .� •:i *N1C CE:CY.Y.YH a RI ZONING NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE HI7H PROFFERS �;+t111' 'r' �e`` m OF ZMA-2015-00001 APPROVED ON FEBRUARY 10, 2016 \ x I l (Q E ,T ,"",, r� ,Z \ *NICi Q z USE BLOCK sD: L i ,%' �' "`�'Godrl�Ttt 1� �'. z ,: Q W ,7 25 SINGLE FAMILY ATTACHED UNITS /~i�l' \ ' ` f )fit"' '' �• ' "�.y .1 *NK�i `/ BLOCK 16: 'i \ \i ! /• -_I; - \ .. _ SHEET® GRADING PLAN a 7 SINGLE FAMILY ATTACHED UNITS I t\.. \ \ I 1 i r Ti '�7 �/`-•t.is L -T �- \ i i�L`� (TV,\Ii _E 24 SINGLE FANILY DETACHED UNITS \,, i I -T 2 -.c,- t- -"`vvv BLOCK 17: _,.. y'. _ _ m - SHEET QA AS-BUILT ROAD PLAN 14 SINGLE FAMILY ATTACHED UNITS 7 \ �h.'�� --;\ '' ' i�_•%4-.. I - 7- �8B AS-BUILT UTILITY�� REVISIONS 20 SINGLE FAMILY ATTACHED UNITS BLOCK 18: ,% ' , •+ _ , I, ,.)1 �..c,"' '-, L A•___1 \,.. .\ �`?`�:�- SHEET 1� GRADING PLAN �2.�e BLOCK 30: .{ ��i l -C.,:, '.I ri� SHEET 10A—AS•BUILT ROAD PLAN icm.e.is 14 SINGLE FAMILY DETACHED UNITS /f --- ` �/)`•"' SHEET LOB—A$-B(�ILT�JOI,i�(PLAN / �Oonnb PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY DETACHED DWELLING=2 x 37=74 SPACEStmaHAI -_ J r7/1 i,i, SHEET 11—GRADING PLAN AMA NN 2 SPACES FOR EVERY SINGLE FAMILY ATTACHED DWELLING PLUS .,,,\_____, "}' ' - ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDES= (2 x 66)+(0.25 x 66)=148.5 SPACES _ \•,„ ,� �;. \11 ia' �.' SHEET 11A—AS-BUILT ROAD PLAN �T TOTAL SPACES REQUIRED-74+144-223 SPACES - --- \ ��;\� 'i , rlt SHEET 11B—AS•BUILT UTILITY PLAN KAN PARKING PROVIDED: 202 SURFACE SPACES+202 GARAGE SPACES=404 SPACES PROVIDED r� - _ \ •�' , i ��. SITE 7--.,! _ *WIC C - 1 7 ADDITIONAL PARKING AVAILABLE ON THE PUBLIC ROADS=APPROX. 181 SPACES _ �__-' i �" // --,r - MAGISTERIAL DISTRICT: WHITE HALL MAGISTERIAL DISTRICT I ,���\ , ', \--_->„ _�_-_ -J='� - * C - S70AMWATER MANAGEMENT: AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN m -1 ! / �� '�� �! ryV /_ �\ *N) - WATERSHED: LICKIN6NOLE CREEK '1 /••R� .<' 'am \. [ /.� SHEET 16—AS-BUST ROAD d�UTILITY PROFILES TOPOGRAPHY: LOUISA AERIAL SURVEYS AUGUST 2012. - - \ I ~ _ '-, ,,,---;,--..),A,} . �I' BLOCK 13B ROAD 6 UTILITY ASBUILTS 11/24/2015. BLOCK 14 ROAD 6 UTILITY ASBUILTS 04/24/2015. _ ` •1 y i `W . I SHEET 17—AS-13MT ROAD b UTILITY PROFILES TOPOGRAPHY FIELD SURVEY 03/03/2015. •, `, I ( i✓`f�r C\� ".`'�-"?,+ .\ 'j I'I i_ SHEET 18—AS-BUILT ROAD&UTILITY PROFILES DATE DATUM' VERTICAL-HAVD BB, HORIZONTAL-HAD 83 '�-' _`� I E :'• "y'Q(• � .�� r -- -_r SHEET 18—AS-BUILT ROAD&Ui1L(iY PROFILES January 25,2018 J „'- • C��� \Y 1' �'f, SHEET 0—AS-BUILT STORM SEWER PRORLEB CRITICAL SLOPED NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. �.r-,' �;•'�' i `, �/ i `—L i :., SHEET Z1—AS BUILT STORM 8EWER PROFILES j 5 — =.. _ ._ SCALE FL00DPLAIR THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN. LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP. (7 ��--{_... • 'i, - _ SHEET 21A—AB-BUST STORM SEINER PROFILES I( COMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE: FEBRUARY 4. 2005 Z :%i I - /'• \�1 / j * I ASSHOWN ( g' 111 LANDSCAPING SEE LANDSCAPING PLAN FOR PLANTINGS SCHEDULE AND SPECIFICATIONS NOTES AND DETAILS ' �.�' i V. `� \ / \4 J/ I a .! :`! *WIC LIGHTING 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. - �,- J Imo\ • \ ' !. 2. EACH OUTDOOR LUMANAIRE EQUIPPED HUH A LAMP THAT EMITS 3 000 OR MORE INITIAL LUMENS SHALL � ! 1-- a ! * /CONTOURN� BE A FULL CUTOFF LUMANAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM / \' �1 p'! Rte 250 I. �` SHEET 25—TYPICAL SECTIONS,NOTES&DETAILS ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. / J 1 �__ l _ -- N/A 3. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING Z /h, /- • , ,I RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. /"-' j i�/ !, I 1 ('"[" I I � � *NIL' 'B'N j. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. -' \ ` -� �,: {Ir -I F-y * ` -_ v... tc► tii:' -s '�_, - %I- +. t .ti THE STREAM BUFFERS) SHORN HEREON SHALL BE MANAGED IN ACCORDANCE WITH " . \ Lj--,�,n _ 1 4 ,'!,fj' I 1// -"'- *NC MR XXkQy J Z THE ALBENAALE COUNTY HATER PROTECTION ORDINANCE. , -,�A _�, , ��! IJ\ I' ! \ *N IC>SH��A30C+ CIAN�. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL-FORESTAL DISTRICT. *N)C>SkIEE6CATk+HeCkAN kAlN' THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC HATER SUPPLY RESERVOIR. VICINITY MAP *WIC>43HEEKIIIK44E3( W p a ROAD PLAN APPROVAL IS DEPENDENT UPON THE APPROVAL OF THE OLD TRAIL STORMWATER MASTER PLAN SCALE: 1*�1000 FEET AND STORMWATEN MANAGEMENT PLANS FOR BLOCKS 10, 1a 17-18. WHICH ARE NOW UNDER REVIEW. *WIC••NOT INCLUDED Z � LEGEND Jr~ 5 GENERAL CONSTRUCTION NOTES EXISTING INTERMEDIATE CONTOUR ,-'------32-.-.___.. PROPOSED TREE 0 IL>,- • I. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION EXISTING INDEX CONTOUR - JO EXISTING WATERLINE W/TEE _H— CO/� TO ANY EXISTING ROAD. A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF PROPOSED CONTOUR —z0 PROPOSED WATERLINE W/TEE W - C Q TRANSPORTATION(VDOT). THIS PLAN AS DRAWN NAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF o 4+ THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. DCISRNG EDGE OF PAVEMENT -—CC AP- - EXISTING FIRE HYDRANT W g O Q 5 VOOT MUST BE CONTACTED AT LEAST 4B HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND PROPOSED EDGE OF PAVEMENT EP PROPOSED FIRE HYDRANT O"- > COO i STANDARDS OF VOOT UNLESS OTHERWISE NOTED. CSR's SHALL BE SUBMITTED TO VOOT FOR REVIEW G EK CAS � - APPROVAL. EXISTING CURB AND GUIIFJE =___ _ EXISTING WATER VALVE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE 0 Y al APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR PROPOSED CURB AND GUIILN CG-B PROPOSED WATER VALVE -�W U OTHER CONSTRUCTION. CG-6 ROLL-TOP O bIB 0) 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. TRANSITION FROM CG-6 ROLL-TOP - PROPOSED WATER METER .M,6W Df J 0 J 6. THE MAXIMUM ALLOWABLE SLOPE IS a 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, FX?S R� EXISTING REDUCER ► �} d'C —I LESSER SLOPES OF 3:1 OR BETTER APE TO BE ACHIEVED. EXISTING STORM SEWER - ,1 6. PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REWIRED WHEN IN THE OPINION OF 16'RCP PROPOSED REDUCER —0.W O m 7 COUNTY ENGINEER, OR DESIGNEE. IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE PROPOSED STORM SEWER mall=x-ffi_�Cz= s. /M� CHANNEL. HANDICAP RAMP(CG-12) LY 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL EXISTING SANITARY SEWER - —o— - — TB, TaN pT vmr �� JimmyL Taggart L DEVICES. A�N/L� B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE-CLASS III. PROPOSED SANITARY SEWER ��t•— � u.Nu 99 V/ HPOE PIPES HAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294. PROPERTY UNE PARKING INDICATOR 1© 1, 22041 a44, 9. ALL E%CAVATION FOR UNOERGRIUNO PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR �uTFs lfe 1nu� s P1YO0 ESS10NLl E�4 CONSTRUCTION INDUSTRY (29 CFR PART i9261. EASEMENT UNE BENCHMARK 10.VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. CENTERUNE - CRITICAL SLOPE OMITS OF CLEARING AND/OR GRADING - -"1. SIM'TB eE 5®EU.HAD®s WXED EXISTING SPOT ELEVATION +12.0 VEHICLES PER DAY COUNT APPROVALS DATE FILE NUMBER PROPOSED SPOT ELEVATION .12.0 1_ p�ApTNQfT OF OOpUdUMIy pEVp,pFMp1T gDa9 UMRS OF DEMOLITION XXXXXXXX- PROPOSED STREET NAME SIGN T I , EXISTING FLOODPLAIN s-s-s c s b EXISTING SIGN v PLANKING/ZONING STREAM BUFFER n'®'m ®.©,m PROPOSED SIGN T L3401NEF9;MG EXISTING TREE DRIP UNE v.r..''''"''.w.lv SANITARY MANHOLE IDENTIFIER OA - ,,��f{��, FIRE RESCUE EXISTING TREE 0 STORM DRAIN STRUCTURE IDENTIFIER SHEET WW N.BEMARLE COUNTY SEAIACEA4lLHOMY VA DEPARTMENT OF'TRANSPORTATION 1 of 18 `\ 2AN C GFC41THFGGj,CLGTVAL.ECT:LFLCC.:IC L IM:.E.rtUE30!e..AsEun:tscs IIFL:L 17 I IC TE TV AG's., r\ \\ \ \ 7 \ \\ \ , \\\ \\ \\\ \\ \\ % \ \ \� \\ \ \ \\ \\ \ \\ % \11111rAlldr, N 1 \\ \\ \�\\ o 41+00 Y O 0 4 \ ___\„--- -- ,- 0.1 ‘ .111101111111111WV4440% --- 16 (4. co cs / / V IP UI / ..-- „-- p'0.os 9 411111‘ :' ,8 / / 4 - y ,� o V 90 crt ,c0 �� ml 19 y SO vo tie)18 -C) ...,,,) .0 0 eft AG�� JO <lb Co i 510 0 A nm c,„ , ,,;„ . \ 43 div fr,f p � 1GHGp`TE R�IW ��/ Ti: 126 tiow • 219 U iii017ik--o \ i )20' ,6. 1M:t3+00 . �i O. p �'+ m � z ;L0 O Mill _OD L,4 ill ol "II c� \! no i ,,... lik t. tq+00 � y 5 ....'''..'''''''''''''''''''''"'''''"''''''''''''''''' 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STA. 10+00 + + 6363i 21+33 16 UPLANC DRIVE PI 0 675.25 PROP. 900I BEND yin / C/L ELEV.-G75.:}675.69 DGt t PVC STA.10+25.00 NI o PVC ELEV.C71.30 + m� 6751 0 .42 0 �I ri.;- 0' n. r I INT. STA. 19+87.90 0 675. 9 i.. I 42+27.46 ROW:RDSS ST. 676.52 H 6TA. 19+83.90 BEGIN CONSTRUC-ION- _ C/L ELEV.=C79.37 (ACD) f"JC ETA. 9+90.00 N zs I,> L o TIC INTO C%. 0' - aI PVC ELEV6�6-4� o mD p-Iu + 470.84 W/L CUT IN 1 b76.49 m o 0 676.3e PVI STA.20+t5.00 + � PVI STA.1 t+00.00 12Xig' TEE, 12'% PVI ELEV 6i6�•3 6i6.x6 •!;.'-'j PVI ELEV.EPd-4t B" R=O., B" G.J. 676.79 ,� c tC g 6n.tz JO 675.90 I PVT STA.�0+40.00 _ + ` PVT ELEV>d"7�7 e� <9 677.+9 PVC STA.'2o 50.00 Ew o Co 677.89 ' PVC ELEV.67677-89 e70.93 - f9`.no 'p n9. Fs '^cz\ ^' pvRC STA.11-75.00 j m-1 PREP--ARV- ro`I�' PVRC ELEV,O;;.7t 3^e 1 , b 44 PVI S114.20+95.00 G7 nn mmnr 676.05 + 67@ib- C3 zm j 'iq P�4 E4N.6-037 + $� �� n-a+.~.m = g e70.x7 0 @s y now c7 S�' 678.30 p oa O 579.2 f o n i m Z S 676.86 r No ---.an /"1 Gett m mcm PVT ;TA.21+40.00 m /A, Z p 676R6- m$ rn�. :::-...0. PVT ..577.56 N5.^ a ARV Y WI PA ETA.12+5-0440 = /'1 677.23 .-P o Ul �F \1/ n 67e.3x 679.77 p D 1 0 8780.2 N > m 4 O N ` / 2 n I Z M 8 8750 /b � � + 638a6 'VT STA.13+;5.00 --in pi e7e.51 >�EI�.677.46 O /V /. 5 0 n TT (//., P1 O �' 674.E9 ! 1NI. SIA. 22+5/. U Z N + m S f O7 0 673.16 3'88" TEE /1 �7 15+09.5) HIGHGATE ROW to / 676.m T�'C STJ_1dlEb.3C v 3-8' G.V. _bb�� / C/L ELE J.-6672.01 -0 o n ( 1 F VC ELEV.C75 88 674.65 878 27if- M I • I Ny w r 0 j �" 0 67�1005 , . o / 7d.Di T E r v rn 0+ 6673.10 w m 1I 'n $6L, PM STA.14+33 96 + PVC STA.23+50.00 8"X6" TEE. m PI I ELEV.67+4. 0 6i&26 PVC ELEV.66,26 + 8" GV, FH x -'��i; 671 SD 669.4D .xu 668.40 O 675 ZF �c)I• C�ifo G -9 A \\m n �� _TNT SR A VA+03 In U' E o ,-� 3 m4 oo o_. 15+111. i AULER51 IL HOW '6+ $ > PM 51v+.15+1J98 S.00 C/L ELEV. LL7.C1668.03 ^/0o PVI ST•.24+25.00 572,254 - PM ELEV•666.29 w of PVI EL EV.6,2 NT. STA. 15-28.96 + 13'XGV,TFH o -or) 667.68 8'XB' TEE - 2-07.70 GOLF URINE + 3-8" G.Y. = C/L ELEV.-^C72.01672.15 0 68�7a T' o m I �i. g' U m m m m c� o en o tan I PVT)1TA.25+00.00 0 687.34 8"X8 >+' TEE WI SD.25+18.07 PVT LI�667.324 3-8' G.V. ,y. ` WI ELEV.64744 N m m m m m ,y 867.4BINT STA. 25+,36.07 o en o in 34+06.30 ROWC ST. '" °' °' g $ to uF n/L ELEV.-5E7.57 INT, STA, 10+00 0 0 4*AB. 0 22+75.9E UPLAND DRIVE Q' n a�' .O1i .D'i °' o �;, PVI STA.10+13.00 �' g' y �' o N o E o a C/L ELE1.=669--v� PVI _LEV.669.28 670.21 0 tail be + 1 o fie' 570.44 I PVC STA.10+63.00 1 PVC ELEV.672.28 = 670.51 a�' a 877118 �F F2. x 29 oo PPVVII E EVr17113..000 .�(1 r71.52 + R0 �6 672.77•072.70 P -' PVT STA 11+63.00 5 PVT E66J.673.99 673.75 PI ,,,t o 874.40 > PVC STA.12+25.00 0 PVC ELEV.:75 71 675.25 U I- 076.0.7 - N t+ tl ' PVI STA.13 00.00 51 0 + 6 - - (/3 411066 o e7e.37 . I 676.37 5 / Z M $' 6694+ m T 675.27 M 'Ili PVT STA 13+75.00 v O PVT ELEA/S344U j 674.19 S s73.08 0 63.09 Y/ / PVC STA.14I-28.51 1PVC ELEV.F 4,66+ + 671.81 //67D.e2 'r�� W5o 'VI STA14+78.51 VI / 1'0 'VI ELEV.669-}+ moo` 56969 o 6I&87 / L..66 PVT STA.15-28.51 PVT ELEV.4E8.1i + 668.36 TOP-667.90 0 6e.sa owe PVI STA.15+68.51 2, " WI EL V.667.34 I INT STA. 15+81.51 24+03.89 GOLF DRIVE m C/L ELEV. CC7.C1 +0 667.92 0 p1 U 40 cy, J m N V m�m b ISD to o U o to 0 N O N ° ea 04 " - I-, m s > P V .�o � _ ff4 v`.%Q "p r. \\ 1 S r _� ff ff AS-BUILT ROAD&UTILITY PROFILES k ROUDABUSH,GALE&ASSOCIATES,INC. a z OLD T RAI L V I LLAG E I t ,�QW gI ENGINEERS,� SURVEYORS AND LAND PLANNERS R. L'i c BLOCKS 10, 16, 17, 18&30 8 6 ' p ' p'ieif0 2 II,, A PROFESSIONAL CORPORATION rJ ; ilI I� �� SERVING VIRGINIA SINCE 1966 ° i AS-BUILT ACSA UTILITY PLAN az " + 814MONnCELLORO .CHARLOTTESVILLE VIRGINIA22902 ° r AIBEMMLE COUNTY,VIRCRIINIA 0 m PHONE 434-977-0206-FAX 434- 68220-EMAIL INFO@ROUDABUSH.COM UPLAND DRIVE BYWARD STREET cS (25 MPH DESIGN SPEED) (25 MPH DESIGN SPEED) 4 q m a v 8 2 2 Lt nO ^oo cmpm oymm rc mrum will hm'O .o .O ei- '+m'r+'m'D+- o ON+a '� ; hm o + m oec0oCO on- M za� g ig + .N 0 0. 0 0 a) rr �O) g d d�.I .a o ry 3 _ ��o _I Io a ,_ p Fw>. �Ci-�u�iw of�o om n o ¢0n _ad L3 e m t do Cr »`_55 N °+r Nee m¢ mFr ma om o OU 695 crir aa��aa a ro+ •mdf'a w.. a)am rm 695 695 .dZi� '' ..r. r'1i CO - 695 4 ¢v -C.O:C U r¢~nw L�� rn 0c0O •nv n¢ eoi m �arninw w d +c .4 �'° �� J m z 10oD�030• 5r ism+i o +y o x w C� 17 UU cn < 0,A h� h Omh h Nm i[l Q3 m ya>a>->>->�a O .1,7w ^h �- •-n 0 �C.1 :�i �• SS Q.Q.a-w 01HU0 h NJ O CONO r0 ,m a2 > 55 m O m I\•IZ0N F O.a s. m m�P nl •QI.O n _ S OO.-o a: •��2d om iO �� Vt +J'+ m� SB.O",10- Q O> •;Y M Q o>O dr + a aN> + •-- C n �,? II • 690 a.necn cA ii-,,i:n 1'''• ripm Q�+ W Q I-aL�i 690 690 o (yin c+nSD 30.+OVC yio 690 "V CO J2 r ^ m •� 2.J'Y. 'AA I..r1 '=K-Val It -°i a tin Om J L ow ti7 owr`!, ra•�u•�w r 356.•750 ro � t� mz rpJ in L.. •ro+J< 'nw F+J a • 1S.12. Vol •cc d�,I 1Q X3 I-mw DCL) Zo'\ c>>I>o> Zoe w S5 H.� <. �w � (nw ' • �¢ m .J U Ra • U ka ,IIU CO . t7,d 685 1-•O1w <cHo 685 6$5 �+ �a 55 a� 6B5 m; OTC H00U 01(0 le . SD H'- 0) 1D 1.:'A 1C5a0VC ci rue gLL �i.' 'Ad 202.60SD ILZ -4- =1.e01( Val o O, 680 _ �3"� - _ 680 680 ii1 .__-. 680 W (Cft FIRE HYDRANT -� - 00... W 4WASSEMBLYI -675 Hj 675 675,.. .. `-_ -� 675 pi W i31 a �� 0 04 m• J E- L 52 DI W/L CIIIII1MkW"EIIIILLIIIIIII S3 j nJ ®e �. Wjl�367D u) 67D 670 � 670REh8pN8m w Elw ' 11I OS�2 w 0 SAG STA.2E 1 11.01 FIIIIIIIII o 0 G ELEV46B.B9 x> TYP W/L S RVIC �• Oo rlrtb >w mr, CONNECTIONS CD-i I r..4aote 1' CURB STOP Pr Com�rC� 665 ¢E' 665 SCALE 1•=5'VERTICAL 665 O. m (SEE DETAIL) 665 .Aq 14 t7ata p I- I 0 e W/L ' AS-BURTPLAN 0 %-INS U ia� z 0 xi ¢ 18 HOPE DBhBh7 x• m w r Horizontal Seak 1:50 -ING 660 m 10 0 660 660 wIf, i Vertical Scale=t:s 93 ;, 660 Horizontal Scale= 1:50 ao) Q,. A FEET y U Desiy.Grade CL - Vertical Scale=1IB ao Z As-BuiltGrade CL > Design Grade CL a aSCALE I'-50' HDRI2SNTAL A a w As-Built Grade CL J a m m 655 655 655 a a 655 � 8 m $ lei m r m o e • + r January?5,2018 ira m a o IN v o o ui DATE SCALE 0 FEET w D9ry as 00 < v> I 19+00 +50 20+00 +50 21+00 +50 22+00 +50 23+00 +50 24+00 +50 650 ¢a N m I. 650 \ PETYWARD LANE r. PRIORY TERRACE o m o 6 m m a R[JIF H:1•=60' 3(25 MPH DESIGN SPEED) mM� mOov] (25 MPH DESIGN SPEED) V:1•=6' O rho Po Oh o r.r N o h oI 10+00 450 11+00 +50 12+00 45D 13+00 +50 14+00 +50 15+00 q oeo•~ ' r2 No .A+TUN qoN o m <o EL., CONTOUR@RHNAL N .vim) :Id a a �yo_I'o.•-. O4u) O+ O ouOi_ q m+-OD N/A •),+-..>'m 8-8'•T •. g -Agw ±arc n ro n m nhp$ O.h 0Uo l.I N N' +r r »N_55 Fr) 1-i +' n OO�^w r+v ar 7 m as��as UU Nw0��w ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS W 690 7.ro a� E�a ����N 69D 685 - �� 387 93 VC a ��SS 6(1,5 z l7 in IN UVS S� Y7309C54 K 46, "` 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY.INCLUDING CONrECTION W iLRTO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF _ iJl �>a 1 00. VC 33 -tgg 9 TRANSPORTATION (VD07). THIS PLAN AS ORAMN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS a.• 27.0211 y..l OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL LL W 0 /� K = 36.33 O GOVERN. Iy o m 00 OOSD 2. CONSTRUCTION INSPECTION OF ALL PROPOSER ROADS WITHIN THE DEVELOPMENT MILL SE MADE BY Oct`�co 685 6B5 680 THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5061) 46 V�sS K = 21.68 HOURS IN ADVANCE OF THE START OF CONSTRUCTION, r4A �0 3. ALL MATERIALS AND CONSTRUCTION METHOOS SHALL CONFIRM TO CURRENT SPECIFICATIONS AND a F� STANDARDS OF ROOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH Y cnw OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ION CFR PART 5926) Tri 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE 680IIIIII 680 675 APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING,GRADING OR n LL 675 OTHER CONSTRUCTION, 7 r 5 '� 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SLEERAXE, THE 'T D �Bilii...;•;';L-'- 1 CONTRACTOR SHALL HAVE CDR TESTS PERFORMED ON THE SABSUAOE SOIS. THREE (3)COPIES OF THE 3 J 206°•�••�� ISTEST NOTEOBTAINABLE. AEREVISETPAVEIENT THE DES GNCOUNTY. SHALLABE�MASE BY SOIL THE DESIGN ENGR OF 10 INEER GREATER AM Q SAG STA.Y1rJS.0J SUBMITTED KITH THE TEST RESULTS FOR APPROVAL. �' T �jg�� SAC' dE\'63�`2B '� 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZER, SEEDED AND MULCHED. THE V� 5675 _ 675 670 �C 670 MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, Q 0 J E B' W/L . 6 e O A LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. T 0 CD-1 CO-So 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR QS 1� 4" o WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE L 2 I -- CL 53_DI W/L CD-1 TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. O r Y CD-1 B. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH. LOCATION ANO APPROPRIATE END `Q TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL r 670 _1 ���-ri 670 665 865 GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE 0 lu DIRECTOR OF ENGINEERING. OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN 1 , F>„2m GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM 71E EDGE OFJ J 6 m ¢ NPAVEMENT TO THE FACE OF GUARDRAIL. AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO Om Mli•• D! TYP W/L SER ICEmill .+r onSEVEN (7) FEET. N1WCONNECTIONS ¢ ZD ra 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL Ln r 665 1" CURB STOP 665 660 J 660 CONFORM TO ROOT CG-9 (A. B. OR Cl. N ,/7/�� SO.WHERE RURAL CROSS SECTIONS ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL o (SEE DETAIL) o)r7•-- CONFORM TO VDOT STANDARD PE-1. _ w ¢ SSA _ O Zu' SS.PAVER. RIP-RAP OR STABILIZATION RAT LINED DITCH MAY BE REQUIRED TO STABILIZE A Q Qo. ¢ D H n o 3'q amj a� DRAINAGE CHANNEL WHEN. IN THE OPINION OF THE DIRECTOR OF ENGINEERING,OR THE DIRECTOR'S + - + .h +rcr.) +_1, DESIGNEE IT IS DEEMED NECESSARY. o . ivNr mo-hnHorizontal Seale 7:50 x ^¢ wu m Vertical Scale=1.5 .m,H N 12.A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE B60 m O r. 680 655 •1 i• tL p Bra MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13.COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS.AS SHOWN I:.I Horizontal Scale= 1:50 •1111111111111111MCC I-aw 1-11W Hama ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILLty1H Opm VerticalScale=1:5 N m o W m P W cn m l< NOT BE ALLOWED. }41' Aj$ htl 14.UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY o O FILENUML7ER r O+J E-•+J PropoedGrade I•+ THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS ANO THEIR INSTALLATION SHALL CONFORM ZDeignGradeCL o Zo-. N'� N TO 'ALBEMARLE COUNTY STREET NAME SIGN REGUIREMENTS .THE DEVELOPER SHALL BE RESPONSIBLE As-Built Grade CL Cr ...ICJ 0 Fxiseng Grade CL FOR MAINTENANCE OF SIGNS UNTIL ROADS HAVE BEEN ACCEPTED. 1? J/ a 8053 655 a • 655 / \ 15.RDAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL 7 � m ohm E. $ o $ $ PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECOfl0A7IONL THEN APPROVAL OF THESE my L Taggart PLANS SHALL BE NULL AND VOID. U.No. SB.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS AND BARRICADES SHALL BE INSTALLED BY THE 7mr) We lea Ft• DEVELOPER WHEN, IN THE OPTION OF TIE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S '➢al +�' DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE ANO CONVENIENT ACCESS, ALL YEIIRNAL Rae` +50 1D+00 +50 11+00 +50 12+00 +50 13+00 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH 'THE VIRGINIA MANUAL FOR UNIFORM - TRAFFIC CONTROL DEVICES•. SHEET ......"1.41 17of1B C YC41T4FFC.CCLG TRAIL-EC'_3ELCC I,ICE I:V+s-B.i'ts)Ea2,Cr asEuPts cry,1 CCCIL17 2 1)27 FP,0Lecr5 ROWCROSS ST. r m (25 MPH DESIGN SPEED) I (20 MPH DESIGN SPEED) I (25 MPH DESIGN SPEED) 4 F2 I wz ZO 1B- om sOpjp g(1. l' 0. 690 gl oa 51 N � p '� g • v��A o. m o �, 2d�1 2 V 0 0 •V N ISO Q� 5N 5W CD e. On N.,p I�Yllllj�PBP 0t1 C V Et(O �/-I rIO OU' O S .'' as �Fcw 26. Q >� IC>�•,� N0.•4to 0 2 g LJ O HRI � m SNN $ �` to J NJ 70 C A VQ nm • H 8&5 GA ��`� C'iT d�>y on: O1 _ - w r,� �mw' C y .!2 EE •of E.:, rn6 S v S Mug m 5-1�.{ J1.C':tt'.Lt N,0 la,la �� '�J 6 OZOU 350.70VC CO•nJ �� '� 4 + m (VU �� �y p 320.37SO man m m nco 5 ro WO '886 Co Q� 680 -��77.22-C-Val I-+_J + 0 •- Q 4.0 - � v IA ¢ � x - 22c.Icvo LL UI 3D 24, ,ut n, Cr) er 0. it F 675 - e.ee,e ¢0 1 �01Cli ALI IL W IL Li 2 LU ZttDm FIRE 670 HYDRANT '�'- -t (+-1 Q W A11 a A ASSEM9LY Sob} J w/ `• �' ®'� 8` CL 5t DI H/L SAG ELEV64 F�1 1 0 5 - Ex' 6' N/L ! -❑-] Y' - ii-Q REN8gN8 / 52 0 4" LAT. 16" CLEAR 11 I2.10 G� X-IVG CLEAR � E 2016 660 CI M/L SAG STA.4Bi•68:� ' ,. . CLEAR I AIMv' 14•"'-' X-ING AS-BUILT PLAN 18' 24" HOPE 4"LAT. CLEAR X-ING 08/1B/17 X-ING • 4'LAT. TYP W/L SERVICE I 855 15" HOP EV r,X-INI; CONNECTIONS • Horizontal Seale a 1:50 X-ING 8 (SEE CURB STO P DEAIL) Vertical Scale=1:6 15' HD'E Decsg Grade CL AX-INS / 6� As-Built Grade CL 650 31' HOPE 1 _ _ .a _ _ d-ING _1 U. LT_ DATE a AAm 0 cc January 25,2016 co o 0 645 7'. z z in an is w co co w al8011.E LA o S min 1-- Vi. Ii'l-- H:1'=617 w n a CC a x U SC • 640 ¢ ¢ CO CO o of ' CONTOUR QQIERYN- N/A 835 Ili S z 16+00 +50 17+00 +50 18+00 +50 19+00 +50 20+00 +50 21+00 +50 22+00 +50 23+00 +50 24+00 +50 25+00 +50 26+00 +50 27+0D +50 28+00 ' wino J ff° Cl- It 05 a.503 - z GENERAL CONSTRUCTION NOTES FOR STREETS MANDATORY INSPECTIONS AT THE FOLLOWING -Ir -I g 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE PHASES ARE REQUIRED FOR ROADS THAT ARE _1- _I- 5 BY THE COUNTY. TEE CONTRACTOR MUST NOTIFY TIE DEPARTMENT OF COMMUNITY DEVELOPMENT T (295-5832) 4B HOURS IN ADVANCE OF THE START OF CONSTRUCTION. PROPOSED TO BE STATE MAINTAINED: 1 D 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRAOE. TME CONTRACTOR SHALL HAVE CER TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. -W T Q OF THE TEST RESULTS SHALL BE SUBMITTED TO TIE COUNTY IF A SUBGRADE SOIL CON OF 10 2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN TIE RIGHT-OF-WAY BEFORE BEING Cl) OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN COVERED. ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VOOT FOR APPROVAL. 3. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF 0 O / 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-MAY ROADBED BASE MATERIALS. 4TH OP v OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS 4. A FINAL PAVEMENT DESIGN. BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS. ARE TO BE LOCATION TOE BOUNDARY TIME OR A NATURAL, LOCATION. AND SHALL BE COMPLETED AND APPROVED ID BEFORE THE PAVEMENTDHSTRUCTURE IS PLACED. o O V 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, APPROPRIATE END 5. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED 4 i TREATMENTS WILL BE FIELD VERIFIED AT THE TINE OF CONSTRUCTION. ADDITIONAL GUARDRAIL PAVEMENT DESIGN. PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES. FOLLOWED BY FIELD NAY BE REGUIRED AT LOCATIONS NOT SHOWN WHEN. IN THE OPINION OF THE COUNTY ENGINEER DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAYING COURSE AS SOON AS POSSIBLE. �'- /�% U FOUR (4) FEET OFFSET FROM THE EDGE OF PAVENENT TO THE FACE OF GUARDRAIL AND ROADWAY 6. CONSTRUCTION OF PAVEMENT. INCLUDING DEPTH AND DENSITY. UPON COMPLETION AS PART OF THE 7 ~ 0 SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. FINAL INSPECTION. mmy L Taggart 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL 7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VOOT A MINIMUM OF ONE WEES PRIOR TO EACH U.No. J CONFORM TO HOOT CG-e(A. B. OR C). OF THE ABOVE PHASES OF CONSTRI.ETION TO SCHEDULE AN INSPECTION. q� 12551 r4. 5 O m 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL B. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTINGiii CONFORM TO VDOT STANDARD PE-1. OF THE ROADS AT THE DISCRETION OF VOOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR FSSIONAL ERG` en 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH. SHOULDER WIDTH. AND DITCH SECTIONS. AS STATE MAINTENANCE. maA SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED TO. VJ B. ROAD PLAN APPROVAL FOR SISDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. N SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN Q APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY SCALE 1'=5' VERTICAL NUMFFIING NTRINANCE AND MANUAL. 5 10.DEVELIC CONTROL IN OTHER REGULATORY SIGNS OR ENGIIEEDES SHALL BE INSTALLEA BY THE DEVELOPER WHEN. IN THE ROIIIEN OF TAN COUNTY IENINACC, S. DESIGNEE. THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE ED SAFE AND CONVENIENTSGN RAREST. 2.5 - Fi 11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN RLE NUMBER SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12.VDOT STANDARD CD-1 DR CO-2 CROSS-GRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE BAG POINTS AS SHOWN ON THE ROAD PROFILER. 5 8053 13.13. A VIDEO CAMERA INSPECTION IS REWIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE M•'c DI NET DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE _ CONDUCTED IN ACCORDANCE WITH VOOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VOOT OR COUNTY INSPECTOR PRESENT. SCALE 1'-50' HORIZONTAL - - 14.14. INSPECTION D TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VOOT FOR ACCEPTANCE INTO THE STATE SYSTEM. -= , 50 a 0 M 000 BIDET WALE n1 FEET 180118 C IRCAITMFUOJCLG TRAIL-E0'TELCCII IT&IR,-B.100Ezns,Ce Ao.EI1s 0w0 I i6G:017 2 11 4:'FM,PGec.0e 7( s F, o E o a o tn o A MATCH LINE SHEET 18 to t PVI ELEV.LC3.70, 2 0 + O :4y + Y' N O 82 S _3_ PAT STA.29+7500 PAT ELEV.670.�2 671.04 1 PVC STA.2R+87.50 G PVC ELEV.670.+8 0 67678.+ 671.19 + 671 Bi 671.56 PROP. ARV 9 0 2, w - PVI STA.31+U0.00 25 67 PVI ELEV 67'.OI P 67 .42 • 6703e 676.78 1 I x CD c67pp B'X6' TEE,6" DV, FH "N I Y PVT STA.32+12.50 'o r. 1 E PVT ELEV°ZG669.92 I PVC STA.32+25.20 PVC ELEV.R64 a' + ,}a ° 669.71 ° � 659n4 Go i s.o V + '", � 8 - A • -. p 867.67 6l „ g-m o ai o PVI °TA.33+75.00 PP m PVI LLEV,666.35- A> 667.96 +6674+ INT. 3TA. 34-0G.30 S 666.03 25+36.07 GOLF DRIVE T C/L ELEV. GG' 87 N 8°X8" -EE, 3-B° G.V. 66E.05 O � 664++ , zm 66850 D. o 4, l l i m 7:1 ▪ 666r46 [1 O 86. 8 651 ' G) x m z 1 PVT STA.35+25.0 0 Z 1 ,A PVT ELEV.4. 6.69,8F- (n IL// + ai 70.17 v m _ 4k -O 6i+6+s706x rn C v 8 1 \ + 672. P \ 672.34 N o , + ti= k 0 673'64 8'X6' TEE,6" DV, FH mm t k ° \ 0 ....1 + 675,16 8 675.35 :1 H na mm Pi' m ut▪ 676:6+ a { .... 676217 { `! 0< Fif"n v i E' RI m m f�''+:N + 678A+ Y fA iZ�i ni , 8 emu o -, `'�Nn F 71 .< P/C STA.38+35.00 + ., ' I P/C ELEV,63C-36 � ,� 679.52 0 67941 PO 11U PV STA.38+85.00 1. `' N� PV ELEV.6896E + 6aa� rnOr. M1V ' 660.27 8 680.13 t' P/T STA.39+35.00 P/T ELEV.679.C3 + 1 679.75 676.52 t' 8°X6° TEE,6" DV, FH I I J. x I 44844. D m p 675.55 ,{ Gs X� g + I ° 1 0 676,35. Z v d' m p +▪ 67 678636.63 `a N y 1 a PVC STA.41+09.50 .o PVC ELEV CpC.1C m F,FI 6d6.42 . 4. / F m P 675:6+ r 10 676'°° Q r, PVI 5TA.41+64.50 •• t'; PVI E LEV.6P5-66- �= VCMOVC CX. O.V., REMOVE 0.0.V. !a1 !AA'i 675.63 0" N INTALL 12°<8" RED. E(TEND 8° W/L Iu 131 IT + 676,67• \ V. PVT STA.42+19.50 n o 678A2 _N l PSI ELEV.CAC.ECI 1 bT q X ETA. 42+15.5 END CONSTRUCTION TIC INTD C.. 12' W/L �l IfVI• STA• 4Zi�.4b .bJO, = 1A •19+b7.90 GOLF DRIVE/FIELDING RUN Fi Aond ( }by�� 12"X I8"1REL.. 8EEG.V I I` 67534 "�_llJ r" C/L ELEV.-67C.37 (ASB) S '' y? �1 o I I Eo ii H ' do r m gv m P•o e ^� l e u (� �A �ppe p� mm ,p f9 % +efR o v���~ 8 N N O N O IT O Si O O s AS-BUILT ROAD&UTILITY PROFILES _ k ROUDABUSH,GALE&ASSOCIATES,INC. 3 OLD TRAIL VILLAGE •• 5�>I ENGINEERS,SURVEYORS AND LAND PLANNERS Q inn Y ; BLOCKS 10, 16, 17� 18&a3� 8 6 6 j 61 0� � � � rr SERVING VIRGINIA CORPORATIONL N 95 m la �i g AS-BUILT ACSA UTILITY PLAN ' $In tat ® ' ® , 914 MONTICELLO ROAD•CHARLOTTESVILLE,VIRGINIA22802 6 P ALBEMARLE COUNTY,VIRGINIA m PHONE 434.977-0205-FAX 434-2968220-EMAIL INFO@ROUDABUSH.COM 1 STORM SEWER PROFILE #1-#23 STORM SEWER PROFILE #1-#43 r..j 2zos MH-1 DIn-2C DI-2C MH-1 DI^-2C DI-3C DI-3B DI-3A MH DI-3C DI-2C DI-2B DI-2A MH^-1 DI-2A DI-2A DI-2A DI-2A MH-1 DI-2A DI-2A to ga Q o0 sp A / 3 l ! J 1 / . , 11 13 15 i6 17 19 21 23 / ' \ A 31 A AA .. si A g q ,e-Q Mu go Ti N YIMa M�� ^np O 1� n N m ^ 'NNN rM N�t� O F. O `,1. t 1•IM �1 n S,i a Olt Na 'An ul Ul r4. OU u -- m•- 1� q .oi m 1`!ri O 1� < o "� ri ""� m or.°:.- ria m ri y 42 = I'rn onn nr m m M m m NCO Nm NNN m ri O mmM m \^ V} mm +vm mu; +mm { m } m } m n+n+ n r+ 3 + n { n - n m+ + m + + r +nr r} + nOOmmI ^mm m ry m N m mM mM m mM O am Qm M m 1p ^ 'p N 9 Nm9 BM M 6B0 �O ODD1 ^I 1 ^ 1 B ! I 1 1^ 0 1^ IT 1 1 680 o i-� ^e0 D a a a s Ala a ♦ 6B0 660 a Ci ^ a F.; - a ^o p ti N a o w w I-1- r m ^•1- o U N m o O 20 K J U K1 675 _ _�' 67s 675 -? 675 $ 0t 8 AT. it o ,�F1.1� N ¢ SERV. d /� V a W� Pe wa X-I NG d U E. , f0 Qi QQ L 670 ¢ _ 670 670 - XW/NG 670 eF...�r-i wz 2, IV HDPE I // . I W/L V rn id 1�t 0' V J O 14.4R '/// ` ,/= X-ING Q 4�� W ¢R © _�,,,,I{ 4v--ierz /, .;'i%//, 4�6'- 75.5' - 15•HDPE W/L d ./ / /%7 Z 0 "Ri 665 8 W/1- ill 1� ✓j - O 1.97% 665 665 X-ING '"- 665 'c m w ♦X-ING ��j l �,{i �5=-NBf£ % l// 34: -A. e .•y.. 0 110.9' -24'HDPE / 3 - - ♦z /,\ _ a>=_z _--:7 / �;'," ���, 36.8' le 43.5' O 2.99% //�/' 4a=++eaE- 69.2'- 1B' a F / 'i"X/j ��j/� aiF.,w- - 15' 26.6' - 15• �" .,' /• / �q:FJ+� �•e`etac a-+sePE-tt F DP z 38.0' Sr a 680 /��! ;G,'', Y. ._ HDPE - 15' HDPE 660 660 i% ;; i % x fig• 660 o z Yj// -- - at-d5elc .;- O HDPE 3.47% 1 //i x,,rNe 79.1' - 1B' �9.2' HOPE s HDPE O 34.8' O REVg10N8 -m __ ,_,,,E w-e:5�c 6 3• 15'HDPE 3.0 R - 18' 1.39% 8' SOR 6 _ 24. O 0.02% 0 � 0.90R 18' HDPE �,X�e 36.0'4-A 34.9 37.4' 81.6' S3 X-I6� �I1''30• 34.9' - 44• -2q' H PE _ HDPE 0 Paw Comm% ,N4�18 65g ..•HOPE - 24' HDPE HOPE 655 655 0 0 52 R 2' -8 S 2� O 3'0 HUYG O .. OA2X 8' SDI 26 HDPE Prw�b SS X-I 6.17% - �' O 1.681 0.28% SS X-I NNGG'' O .Itb149)f0 HDPE 0,20% ��M h! 1 n H� m nm M10 �" M• n 650 650 i 3.1 ~2 ~ lib Hn I 1,'.'0 650NN%jr•IM Nilal ry164- M mCQ On �G aDUtPOQ�mt,') W1Hli 00 1`!1 MM_•QY 111-.1!'.4. M .1 � cNV oM rrDD by)�n I el0 1p� mm m^� N m mmV mrc mjrpAmia. A mmmm br0 mmm n. mmm mmD my 33= m0O°ggi q- !An :> 6 0:-0 10 ¢CC LLi. �O A pl ��.ti q� T.I. �B' # DINE 10+00 +50 11+00 +50 12+00 +50 13+00 •+50 14+00 +50 15+00 +50 16+00 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 January 25,2018 STORM SEWER STORM SEWER PROFILE #Ex. 9-12-#57 STORM SEWER STORM SEWER STORM SEWER STORM SEWER NOTES: PROFILE PROFILE PROFILE PROFILE 1. ALL STORM SEWER STRUCTURES DEEPER THAN 4' WALE REQUIRE STANDARD STEPS, VDO7 ET-R. #31-#33 #53-#59 #13-#25 #15-#27 H.1'=sa 2. ALL STORM SEWER STRUCTURES DEEPER THAN 12' V:1'=5' REQUIRE SAFETY SLABS, VDOT SL-1. 3. ALL STORM SEWER STRUCTURES WITH A 4' OR DI-2A DI-2C a GMH-I DI-2A DI-2A DI-3A DI-2A DI-3C DI-3B DI-3A DI-3A DI-3A GREATER INTERNAL DROP BETWEEN THE INVERT IN DON<OUR BRERVAL A ® ® ® ® ® ® ® ® ® At A AND INVERT OUT ARE REQUIRED TO HAVE INLET SHAPING, VDOT I-S1. PMA 4. MINIMUM WATER MAIN COVER HAS RECENTLY BEEN o M •o o •.•n a In - •n o o •o n o o .. Fa REVISED TO 3.5 FEET OF COVER, WHICH HAS o ,M o m M o o o BEEN REPRESENTED HERE FOR DETERMINING THE o �ro o 'tri : ••ro o •H M o•:ec M••.. nm+ CLEARANCE BETWEEN THE WATERLINE AND OTHER + •1' .. + •n + r r + n + +••m + 6 UTILITY LINES. o e .B o .o o .'0 p o •0 0 4- •m o. B80 '.a i'a 680 690 ^- d d a 690 690 ^' _ 890 •a - 680 in680 i 5 �WGa 675 675 685 111 I 1E1111 685 685 III 685 675 II 675 CC OS .. CC I o W� 1- ge 670 670 680III 6801 680Ell 680 670 670 670 alIIl 670 D 5 ', B_ N6 CO_I p 1111111111.1 B' W/L gals" SCALE 1'fi 5' VERTICAL *' 8665�w�� 665 675 I'll®-I..-_,I X-I G 675 675 11111 675 665 11111111. 665 665 665 Q ,d Q 9 15' I 8" W/L I 1 LL r O 5115• HDPE © 8„ W/L %D I X-ING `1 -. z.s Q N LL W HDPE15111111111,110 O / ; X-TONG i i;• 15.B4R © ' CO O /..'. 1�/� o 0 1- 660 IN 1.94% 660 670 `` ♦ ' t%:i j 670 670 670 660 660 860 660 swE m EEFr I© �pl// '.. sw6. 01011111 6IHTE 8'-SOR'2fi II' li./' I - 335" m O m D NG' % %' � �' 726.1' - 75'HDPE 47.9' m�{rp. 0.66% SCALE 1°=50' HORIZONTAL SS X-I � 15'HDP 0 1.65% HDPE ---- HOE l m 655 655 665 Epp 665 665 - 665 655 2.53% 655 655 655 50 a 0 so 100 Q Ida IIII HDP, SCALE IN FEET Cl) m gigi EN: O r.. f„ 75 q11 ��jjI 'Y, �4,�R' �'• �WrrMin 'I,; rammvl'• vim iLI .� Gr 680 a 860 850 650 m }. 0,i. .0 ". N },^ t I�. i. �. � M i..m I•:I .� G •t� : • u FILENUMBER `uillii "jo I _ JMo^_ Flo o p [ D-- •- 655 �__--- 655 645 2'YLT aggart » 645 um 41 : J __- xZ�Z( ?A� ZZB41 1,,,W W %A owM.°''''s. 10+00 +50 11+00 10+00 +50 11+00 +50 12+00 +50 13+00 10+00 +50 10+00 +50 10+00 +50 SHEET I/ 200f18 C 1RGArn.IFRCJ1CLGTFAIL-E[131ELCo•II&1EWs-Eii.tsE.sts.ASEulls cAg 11,2.0172 11 Al FN.,AGeorce # 4 STORM SEWER PROFILE #60-#78 STORM SEWER PROFILE #62-#96 STORM SEW R PROFILE U• 222a ES-1 DI-ACC DI-2C M -1 DI-2C DI-2A DI-2A DI-2A DI-3C DI-2C DI-2A DI- CC DI-2A DI-2A DI-3C DI-3C DI-3A DI-2C DI-2A .P Q 2O si BO 62 84 4 66 � 70 72 74 76 76 62 � 90 92 Ix t' QQW d�, m m cry OIN mmN no Ing 4^m mom. roN n n n •m +om o••m y2 OZ --*- . o wi m T .ilr mm d,aA eo T o ,o .'0n cJ .R of !? n N.N ro JQ 7Wa, m m m0 mG one nm O•:� Cd m•O ••O d •G mMh+ + + m+ + +nn+n W $n 3 +n + ,m n+ + ^o + n + n nn S',. 0A O 1 1� 1 � Nm .,., m0 mm O1 1^ . _ 1 N .1 N ..- n�Y O 1 a'� S_I 680 II 1 -tl rc 1 63 LO go 0 0 ' 1 E-m CI. c 680 .u a -•n a ao680 -'a �• OQ r: r ..r r .r -..r .r E=r 3 OQ w s N ri W4 y J z 84 675 675 675 _ n_ 675 675 � III o AT. o ¢ O U Z O �1.I 0 , X-I/L X-ING V f03 O 670 cJi i// 670 670 U -- U I 670 670IIIIII. 670 j•�y�01 �III? / %��� ; �4E-^•1` 4" WA_ WAT. L O� F a B' W/L //i/ ���•'/f-; ayy W/L X-ING SERV F•� J 665 ,_,,, ••1,9 'Ti 72 - 665 665 '�/, 665 665 B85el QZ LL :%'"'�/ ! /,:' . - a, 15'HDPE 'z/'//• - a5uo- iiiiIIIII. Z O Ui z 53.8' i /.''/i%SS';Y '�� Q 89,S - 15'HD.E O 1.97R ✓/ j'' / //' '/// b7:4^ 1398'- 15•HDPE �pl ��• O W �' a a a 9 HDPE''2/ �/ 448,„ ..„„4 8' SDR�eo7' O 0.03R - .• - S-1`• +gF�E O 1.72% l� . ' 15" g M0 +IBPF NGG"" 79.3' - 15'HDPE 37.4' H "PE �eg44* o w 660 O � p_g,7etr SS X-I O 3 51 i 660 6fi0 O-iTaa11' Q 660 660 O 1.22X 660 c *eft" 113.a. - 24•HOPE 15" 0 B' OR Cr': 2 t -g5H1.24.7'� - ® 0 0.54% HOPE 7 S S X-I 0- �' 26.9' m3 /j/. ® - �� -• ••-P- 0 / 147.4• - 24'HDPE •_ HOPE o-a saz 28.5• 3.50% i O 1.23% 24' 4 18' 33.7' 0 - 24• HOPE HOPE HDPE YryF•zrle 655 `;' - 24. 0.40%Aea- 49.9' HDPE 655 655 O O O 655 655 655 MrComote �1ePE HDPE - 44" u 0.61% 0.15% 0.56% -401.- 0 HDPE 1.02% PmComma 0.71% O 7� :15:1; °�' w2.O6R -Z_ Cm NNh !IY .rj /a4AN 650 'rnmrn�o �mnnQmm ,gmnNo . 0 65o 650 'mom$ N r !fi: m ' 65D BSD � mo n m m nma o.- ,.1n u) � anppI � O m m-� M'', LV 1 r2n EpV rci I ma imu _ emu im om nm imm = i'm° e o e ili io c�•�; d 1•° • o°o B• c B• d°°. 2 d A• dd . 645 645 645 DATE 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 10+00 +50 11+00 +50 January 25,2018 STORM SEWER PROFILE STORM SEWER STORM SEWER PROFILE #101-#115 STORM SEWER STORM SEINER NOTES: #70-#86 PROFILE PROFILE 1. ALL STORM SEWER STRUCTURES DEEPER SCALE #94-#98D #109-#1 17 THAN 4' REQUIRE STANDARD STEPS, H:1•_=s' YDDT ST-1. V:,'=6' 2. ALL STORM SEWER STRUCTURES DEEPER DI-2A DI-3A DI-3B DI-3A DI-3C DI-28 DI-1 DI-1 ES-1 DI-3AA DI- DI-AAA DI-3C DI-2A DI-2A DI-3A DI® D�3C THAN 12' REQUIRE SAFETY SLABS. A A A A A A A 101 103 705 10 109 111 A4, 115 A YDDT SL-1. CONTOUR INTERIM 3. ALL STORM SEWER STRUCTURES WITH A 4' OR GREATER INTERNAL DROP N/A to F: BETWEEN THE INVERT IN AND INVERT o N ••o o •m llo ••d m m r mn m m m m n n•'m m m m< m m�N No OUT ARE REQUIRED TO HAVE INLET o m ••• N • o. o E:,1 n,o < o N cm .�NN m n� N m .o SHAPING. VOOT I-Si. 00 h••" ••O N O••O N �O OI U M O.I,N ]•'� O Nm VI MNN �Oo e o • •'n° o e •e +1o12 o + $ + u 2 eu ,+I m mn ¢ v um mo ' 4. MINIMUM WATER MAIN COVER HAS-II tl e tl e p1 tl.- O: 1 1 1 1 a.- o a 1� RECENTLY BEEN REVISED TO 3.5 FEET Z a •a •a a A 111 a 665 a a -c a ^1-aaa3 ' 0 6B5 n OF COVER, WHICH HAS BEEN� - J o o o coo ['+o 0 0 & of REPRESENTED HERE FOR DETERMINING a '•� THE CLEARANCE BETWEEN THE WATERLINE AND OTHER UTILITY II�� ex.- ' W/L 8' LINES. O w O. 675 675 660 LL X-ING 4AT• W/L ,'I 9 _ 6. SERV.4'LAT. WAT. X-ING 660 665 III 665 Q• y L' a a 36.8' I }-ING X-ING SERV.° ,- _ jilloni _ -�• X_rNG a J_ 2 -��t_,I.. >o wHDPE ® W r H870670 670 I 670 655 m f 2 ® O ® i ////.li / 655 680 -�I 860 n S2.72R //,,` //��/� /I ® j/ , //� Vi545� -.RPE -Im WP /.•% See'-�'18` MBP6 i 88.6'/ StePE- a-e,44++ a-e aalu 15•HOPE © I k665 -� 665 665 i//,�_��I%%�///•+%/ 650 / ate- e"&`• O 0.4bR '� 650 6S5 655. . - - - I P"I 0 I •i "` 4' CAT. �.�• yA. 57.3' - 62.6'- 55.5' - 3 15 O ' • 0 4"CAT. g% X-ING �`r 1B'HDPE 18'HDPE 18'HOPE 15' SCALE 1'=5' VERTICAL L lO ..eA X-I INC X-ING •-•ea45 •'''� :�*•. //��O A O 1.59X O D.38R O 2.25% HDPE y N 1�Y 0 B' SOR`.ti7 8' SDR•416 0.29% 0 660 660 660 SS %-I 15• HOPE 860 645 SS K�I _ !. 645 650 650 31.3' 74.5' - 48.9' in 32.6•_- B. J_J 0 J 15'HDPE 49.9' - _ J 75 1.68R 15'HDPE 15•HDPE - 30" C` 15 -O m HDPEHOPE 6 HDPE ® 0 3.13X 0 0.13% m 655 0.38% 655 655 655 640 0.O3X a .- ' R 64o 6451.223% 645 (n i m Nat° N�,7 N,� 7o • ap� •yQm SCALE f'-50' HORIZONTAL Q CO I ''•• pm �� �mN.; v�i�hyviv�im� vm,�5111., .O m vImmmMtl111 tpmmm tOm 2 NN . 0 •0 •p0O DItom tl tl I tl� tlo �;rl' .. 650 22 • 1 .u 650 0 0_a o_- o_ o°• ; o_ o_4 0 9_i -- 640 SCALE TN MET 50 a 0 m Im FAO! �..: �S Si; .,M Nm •mod - - - - -- - 'mR•mne _ mem tee '• eri ri '•t evi evi v�iy� fFILE NUMBT7ia a • I n e•' Emu 1 •,f eu om .; n o e 1 4soTB Or ofd__ -1E22 d o•- s45 o e l: o�; , o •°; - c __ Ell o; 4� 805'3 - - __ _ _ 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 --- g35 Y " ; - -- 1)., / 1111T1De Taggart e 10+00 +50 11+00 +50 12+00 10+00 +50 11+00 +50 12+0D +50 1a'0D +50 0„ Lie Na a°e BHEEE FgsC ONAI E�'? /// 21 of 18 C IFC,T110FC5CLD TF W LEC7EIELCCI,IC L IEW:.Fv,i1=\Eccm,A&Eunn c.•.e,I ICCl2Gi 1;II'.E FM AC=clee STORM SEWER PROFILE #105—#131 STORM SEWER ' U m PROFILE 4 I • DI- DI- MH-1 DI- BB DI- BB DI-M DI-3A DI-3B DI BL -3CC 1DI,30 DI-3A 37 wiu 0 Z u La Nig � � 6m An \ OS 19 12 29 M 12 A 125 I.�.� 13 Q.O 1W I& {q Z M^ Q 04}lO N14C1 D ubi L I,i Ol CO J V��r M1EN N L O h M +n�+ m C > + m ' O+ <,DI ro �p0 I-� 675^ F o f o UQIT d a - WAT. a u �N JZ 4" SERV. �� Q < i W/L X-INGe Ii 670 I - 670 670 - ^-- 670 0t/ ':4;iii : C- aZ Wo 665 ��.'%(/�/ ® —2• 665 665 yLL?WAT. /./ 15 IIDPC ®SERV. i// a-•bees} 98.5 °�X--ING;�/��� //i / ® 77 5;- 15' HDPE /+�i� / 6491 ��O 1.38x sue— -rs••119.2' H�PE ff'• tfeme a16 660 -- 23.1' 15'HDPE O 560 660 e. p No r / 4-e c y,e 18• 4._ t, c O 3.34% 2.03% 2.5e4 Z _ O ®7 4' 4H 7.77R © 52.© ® ® 0 W";I S leE 15'HDPE 22.9' 655 4 LAY. 14.5' H Y E 655 655 0 0.93% 23.4' - 655 EX-MG 0O0% 0.61% - OP HOPE H O REVEOON8 46.0' - O 2.93% MgR9C19 650 HOPE 650 650 3.96% 650 Ptl Q1mm% 0 ,wo4ame 1.65% P•Oaniwrm N ,►gte,mte N N 1:: �a � s Qu �^ 645 � ASBOB/18/I�LANh Oq b O N^ o>iII1k . ^ Oe0 N NVh•- p0 UVN^^ N n N i.1I . Pji.h Y01OO (ON U�V7 O _f0 tLVnh )0 a] {m tVN VIb0 _ ^ m•'• blVlVdbb a bbbb b 2-bibombDb bbI 1.A B 11 10 0 ) ODB O °,JC_ O- O- a0-_ O _ C _ DATE 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 10+00 +50 11+00 January 25,2018 SCALE H:1'=60' V:1"=6' CONTOUR WHIM STORM SEWER NOTES; N/A 1. ALL STORM SEWER STRUCTURES DEEPER THAN 4' REQUIRE STANDARD STEPS, VDOT ST-1. 2. ALL STORM SEWER STRUCTURES DEEPER THAN 12' REQUIRE SAFETY SLABS, VOOT SL-1. 3. ALL STORM SEWER STRUCTURES WITH A 4' OR GREATER INTERNAL DROP BETWEEN THE INVERT IN W , AND INVERT OUT ARE REQUIRED TO HAVE INLET SHAPING, VDOT I-S1. J 4. MINIMUM WATER MAIN COVER HAS RECENTLY BEEN REVISED TO 3.5 FEET OF COVER, WHICH HAS BEEN I.T.W 0 11 REPRESENTED HERE FOR DETERMINING THE CLEARANCE 0 to(7 5- BETWEEN THE WATERLINE AND OTHER UTILITY LINES. CC v 05 agco z wJ_ri— ° (0'm 03 1 (0_1 r Og0 Q 9 SCALE 1'=5'VERTICAL COI_Y pc 1 5 LL I- U 24 J J O J 0 NmPA Om0 LE IN FEETI W SG o . SCALE 1'• (40 50' HORIZONTAL Q Q eee� 50 25 0 9 100 SCALE IN FEET FILE NUMBER -- /yS1.Ta Op D.eBO I BOSS r 1 jd` my L Taggart Um No n 22841 / SHEET fsS/ONAL EH I 21A0f18 C 1NCA,TMFFC CLL TFAIL-EC.;IELCC V:IL f.FENS B.445 sts.de NNE,11 aCC 11.20,:017 2 i2 02 FM,ACeerae 55' R-O-W \ r...; 4... POINT OF WWW I I C„°ew[ 4CONCIETEI VOOT ST'D FINISHED & VIM ST'D 4CONCRETEI W 7 +1'A 4'3000 PSI CONCRETE C�l I .?1 z - wlll CBS 1. SN-8.5 C 3/ IiC<ESS v0.�icLIEL � �,,���� 1 !:pCESS FRICE 20 12 rT..F- ✓ II1LII=11,,,,,I.11 .�IL.II.IIRII.II / Om or[nrx<eeE � al .....• •..._..yam.: S 1/ _1.�. _ _ _ _ avE6 , ,paVED SPACE s: %i =11_If 11=11 .11��11=11II' z a°se[°::s 0 ,L 2: S c 4'VOOT 21A �5�-. -'� 4• NE SE ! un'-11x E`aar"� STONE BASE BASE 'BERATE(215 5T0TE BAlE -- 4'YOOT RIA E 3 D µ N O ' S•VDOT 21A 4'LE-4 3•EN-25 4•IA-4�- VWTB SA STONE BASE F F B I`v,» E I a 11n z00, STONE BASE UIEFORAIN UTr�AIN STONE 1' 5' 6' 2' 13' 13' ,2' L 6' 5• p• TYPICAL SIDEWALK SECTION aa�s'ax Aa'i t- I-°- = LI✓,s D:PEo.�J 1 „�„v,�r ,. L�w+rs ar°ED 0 �W S CONCRETE RANTING r TRAVEL LANE TRAVEL LANE T PUNTING CONCRETE r N•T.8. '� [` E E 1 LIES ncunp EPsa=_[ u _s ao.rTEC 2 00 SIDEWALK STRIP 0.5' 0.5' STRIP SIDEWALK - -W z Face ar Curb Inver!Une 6' 0 .}a«e w,L.crD w 6 PEDESTRIAN ACCESS ROUTE DETAIL WITH 4 y �? p� -� Face Or Curb [NrcavA S'O ¢ S WITHOUT UNPAVED SPACE r Q 08 a3 27.5' 27.5' ,�r-� /2' 2 [5 al TYPICAL SECTION 6' 2. r r- ` R'z 12 §^ o ice.R�7.u.wA,E <D F,H L»,E 01 GOLF DRIVE,UPLAND DRIVE R•As --,s--I ° )�.. r ELDw Lw J g Ex,EfA OC��o, �a:`e, S • I I �{�y1 CO AJ2 (25 MPH DESIGN SPEED) --FANIMI 1� .D D D T D D•. A _- _E.°<:,Cx Dw, hall K'^y 4. • e.`. .� p '0 1y fL uxu'w } M FT aviKCESA[`J RO PNC'ANCr,CC. ,67.000. •ROWCROSS STREET(18+1 8.1 4-22+19.80) F.N CONNECT..KL,L OE65E ELEEM6.ENTS Cr A 4a=o;e;e;el 0¢ (20 MPH DESIGN SPEED 20+00-22+25) R-A2s' �/' �Y Ec CA Pa Eu NT 4aaa:'C'...-........'......-..'' " ' "`"' ��r1 g 25 MPH DESIGN SPEED 18+18-20+00 a� .. 74 35...aa ti ti GSECTION F-F V q� ceN a (25 ��.` rir% HALF PLAN rs R`us;wN AGCEAs Rwrzs .ra;EEwG I ]-O- , (AQ vrtc,w°.sn.'"nrN:-"a.iiv�v `ssD"Oa'R N.r.s. _ 2' y d1 W2 -1 r c ilk q: fit' R-O-W _I Rolltop Curb Curb Std.CG•6 . „„E w[D�[,.L.,,Jr.,i„Eiwv a<° 0> POINT OF VP I 1 H.T.B. yap �E " av+e • s u.c:wca ioiec E' S'Ito+oc°u.To,,PC W C� J 2n Aix B Source\COT Road Dee Manual.Appends B FSU � i�C wuvr.LLE Nue ccnrwn r,cw .°. NSTI R/W Soutar V00T Roaa Oe� Monal,Appen Ign t eYDOT Si'D 4'3000 PSI III W GMD . VOOT . SECTION EE 1..... 1/4':f' �-f/4•:1' 1/4•:1'-a �-f/4•:1• I. 5•TMNSIrlw _ MRS ,p e. e :,o ns nur.0 ^,la• a IJJ 1 :. .-, tz+ g. EDGE OF PV /GUTTER PAN o..,,-.•.Trzc ey,ye:..:,T.g:;_ <7 '''' l .. _ 3 4•YDOT 21A _` - _ 4•VDOT 21A •! PUT./ 6 AGM itir E 77PE I SZE]® „'^ar„ 0 W I' a. STONE BASE SASE 6•VDOT 21A �4•U0-4 3' 25 fi'SUBBASE 121A) 4•Ilo-4 YDOT 21A STRE BASE I E-D I N D- A yxri or COA,DE Ev,GEFilS/STONE BASE UNIXIDRAIN UN EImRA1N STONE BASEvs vAxscoP[ROLLTOP FACE OF CURB c,[m Kt GUrtER cw..• 5' fi' 2' 8' , fi ' 2 L, 6 g• S' QIIEIrcux>..,L<I� ` I .. ..*u<.w-w wcrcr„c w::wc.r v,,..n,c arcn.w°• CONCRETE PLANTING SO' II' f PLANTING CONCRETE �au,,y ry ca•7 SIDEWALK STRIP R.S. PARKING LATE TRAVEL LANE TRAVEL UM PAIKIS LANE 'LS. STRIP SIDEWALK I °Vi1 E ,,x a z Loan..IXCPECS SECTION of L 1- .E w 6&R FOR W ,a w r hiE aAL REVISIONS _ FACE I '16b) BACK OF SECTION C-C d Y wxrtu DECREASE rLc SUECCFC+6 b.v.Y to wrEPVALs D-D 3G.5' BUST CF CUB REr[XCNCC" �VDOT MR!A21110 TYPICAL SECTION CUM STANDARD ENTRANCE GUTTER AD AND e6CLI STANDARDS PerCom le Am 4?QI! HIGHGATE ROW&ROWCROSS STREET(22+23.07-42+27.4 3) 07'u ]D3.a2 ,�16,MN •INTERMEDIATE PAR1 NO ALONG BOTHSIDES OF THE ROAD• ROLLTOP TO CG-6 TRANSITIONS �] P Ar 4Nr L<i6 5°oPrAi�x "'�"'""' (25 MPH DESIGN SPEED) AS-BUILT PLAN N.I.S. THE FOLLOWING NOTES APPLY TO CG-6, CG-7,AND ROLL-TOP CURB: 0818/17 1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 I-IYDRAUUC CEMENT CONCRETE OR CAST IN PLACE USING CLASS A3 HYDRAULIC CEMENT CONCRETE. 1 30' PRIVATE R/W 24' PRIVATE R/W I 2. WHEN USED WITH STABILIZED, OPEN-GRADED DRAINAGE LAYERS,THE BOTTOM OF THE 11 CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE 5/4•:f' I f/4•:1' SUB-BASE COURSES AND TO THE DEPTH OF THE PAVEMENT BUT NOT LESS THAN THE ROAD CLASSIFICATION SCHEDULE RAI R/11 B/N / �W 'THICKNESS SHOWN.E S{FACE 1 ROLLTOP f 5,SN-B 5 ROLLTON - CURB SUI5AIX RB1TON PAVEMENT PAVEMENT THICKNESS FUNCTIONAL '�; tiy+ `r CIAB 1.5'3l-9.5 CURB ROAD NAME STATION VPD S/44. _^:1• a� W f/4':1' 31 - 3:1 J~-r 3:1 N1DTH SM-9.5 BM-25.0 21A CLASSIFICATION --f/4': f' f/4•: f'-� �-- -�f/4•: S' 1/4•: f'--� ADLERSGATE ROW 10+00-15+07 230 16' 1-1 2' 2-1 2' 6' ALLEY DATE V. ! 3' �-�'- r- �^ •7 DQCIIQI LANE 10100 14131 2C0 76' 7 1/2' 2 1/2" 6' ALLEY January 25,2018 - BASE BN-zs SUBBASE BYWARD BYWARD STREET 10+00- 14+56 140 20' 1-1/2' 2-1/2' 6' LOCAL B6¢ SUBBASE 2.5•BK-25 6'AGGREGATE I211) 2' 1' 2' SO' 10' 2' 1' 2' 1'!' 2' S' B' 2' 1'1' GOLF DRIVE 19+87- 25+36 530 26' 1-1 2 3' 6' LOCAL ' r \ • HIGHGATE ROW 10+00- 15+29 90 32' 1-1/2" 3° 6' LOCAL \ACHE OF FACE OF F CURBF�ACE OF FACE OF PETYWARD LANE 10+00- 12+98 110 20' 1-1/2' 2-1/2' 6' LOCAL \ PRIORY TERRACE 10+00-13+94 90 16' 1-1/2' 2-1/2" 6' ALLEY TYPICAL SECTION TYPICAL SECTION ROWCROSS STREET 17+70-18+16 410 26' 1-1/2' 3' 6' LOCAL BYWARD STREET&PETYWAR D LANE BEECHEN LANE,ALDERGATE ROW&PRIORY TERRACE ROWCROSS STREET 18+16 -22+23 550 32' 1-1/2" 3" 6' LOCAL CONTOUR INTERVAL PRIVATE STREETS PRIVATE ALLEYS UPLAND DRIVE 19+37'-24+19 120 26' 1-1/2" 3" 6' LOCAL N/A (25 MPH DESIGN SPEED) (25 MPH DESIGN SPEED) N.T.S. N.T.S. CD Z A r[PUi-4a �-I A :1G:x. -••s ,..w:.. -i`a' `\� AXE.VoTEN*CCN A P 51SC%`s AN CCCCS ROOT EXCP .RUGiOry •6 .„.e-LONG ,_C-L ."L[ LGNL ,,vgOx - , r 11�F1 L •1'�'1 C0 C C 6 LAv /�iSNi � •wN E D I ; I ` •x�prx 0�!rMEi� `r�w�titt- - a - I „ xi-• A� iRE[7 GENERA NOTES NOR z,a_ p7 'I 1.1 ex ` A Z 1t_ \ . ••�'T air,v sc a<.s 11I I �s ukww"a°aar.:r`s[i�c;c n __ s CO,_ 13 �Cy /``- Mu B \ _ L I ! _ -----° „A-, Eli i / /., . sxDa oi.=�sr + i Gi4 i[oFuniC'x�r,E vAw�ra;[i 9'D o W 1 S J WITH BUFFER STRIP B t �� T' �� ! _ s _� a D.,x1 =,S.�DG 66 P�a.,DaE g� J s L'• . �� TYPICAL DESIGN EYE Tan_ A ' �` • ISOE[ __ s,AtiD.Ro u-+x » W r -.-� rn [r'A �_ �- K"/ anew_ \ Lus.Ee sPAcc r.-,..,-<er.•'u-Ger^-nz-a- A CA O,..'.cs o fLE"';raai�c ou[s D6.iws ..w IN NOTE + _-_J_ - Rea rticERi:.:su.Eve..x°i xicezTzATi,'F„r_ 0 n I EAPANY@ _- °µSOY GrAITED a irC EVRANCE 1 C \r S SACK.Or I art VAX I AB I uxx 1 YwC+a ua,c»r."i �! r__ r y ,61106x dt'ui r,,De cD,N. [w CWB•WJ1e RAW' M Di P AJNMp CL JD 1 xv,,;: • 9ACrt W cuss-, .6 x< WITH BUFFER STRIP .✓Py:.,yyw]:A::,- xJr['At; �]i mG�R>L[5ci .r r+DUw<. IxcEviNioe[rsER<CEr[x, S T OM .1I I "'" A� ` Q� fla`"" .....---.2-- uY_ PLAN VIEW ENTRANCE NOTES N 0 LA --I ! �` ®-- E v ;•p ggt v?, CA'.OA,A CC.rwCJA,E Ix- O O ,..,''c" SECTION A-A _ teens;=iLio ••�_ I��^ SECTION A-A ,. c _ __ <,EG WC- O S�, xnx " .1 WITHOUT BUFFER STRIP ,+h i<N 1 r '`'''-'7'.'-'-' Lrr Rau .a. rE 7 {" 0 0 o,a.2[`.-^....^,. I Y. TYPE A a.(;';W,V,c*' assNw I or r ___ - .,..`_. _ I -- ° .._ o ,, COfAY CC WITH BUFFER STRIP y=-- .. _ --^"a _ 1 xw.x,r NOAo.A _-_1-,£---'----_ -" mRR._ D..:P•_ ._ .,...,L-K..._ W 0 V • Nc SECTION B-B I • • 1 L.,_«.,,, ORas 6,66, ^' �4 -_-_T _ `u cr-.,,- CO r� NC/CS 26 TTR ETEC-IELC NAv. NE ACE.TIC. v_ SECT GV A-E L rtELEfi CI VALES CCC'h CCCCC&3,S�61.E�CE, CO J O N•r r�Lcvrs-Fu,r^.`'•.=',cr.m,-w ._Ncr -ral E,,Nr:, ( r w��y •• '�h 1 • MATRON ENTRANCEINTERSECTION NOTES ACR J O In 7 C.N,1Pr._,Wr S .E*'FIN KiEFi7LNE. CTGEExK e _ a. C.°Cv n NC'C .,P GErfi Cr.NC M,_•ACTF viAF,ix6 5 •KF. rt�bf N'r,,, JY.PLK To a P gi C ,I,E U• Dx S!!ng'L AS.,rvi ",wC TYPICAL PLACEMENT �, Y.CONS...G�CCE Ma•:CiE w /A<dCIC CURVE 1 EC DI�r;NCD w iC''C1F µ,E m til-_--`4",ex ,( N C5x10 GiDL+uec nC A:FN.Nasa,C ifDEvl Se U 1'� _ AA.',UEa L " \,�^ T I CC C CIC 6c • \� Oi.'el i.. s r[ii eEiu>eis•r CC AT INTERSECTION SECTION A- A ,..»\�osi.�•cc'a+n r ikLT aCCCCCCCCCT"'" nC 'T',','wL ;Ra,2 , x"RA+[L u .w WITHIN CROSSWALK NCCCC r c�'rr a°ie o coi�n�f,=aI =�I N sE PauPrR ED6Nn�,. H°NARRACO NmA. ..TYPE B PARALLEL `«` IT. E v cm.�1C .I I C 1 .^AO65NKH°.RSA CTCCCCKR<R[a _ APPLICATION11 D v-Roe ,E..term! � =0, ` 1 STA _ I I ALLOWABLE ENTRANCE GRADE CHANGES r�-� S N A�P[R_xi s u x _ ''^_ DIAGONAL PLACEMENT • • CAME CAA., CROSSWALK ' C�S R I]K 2_ j " `� g,�p,Ii»'\�`_m�- cc,.. . --1 OE...RC u pr P `Y 1 '"` s kN E ss n,w¢vawi o?�,b D'P4+ TYPICAL PLACEMENT pI�ItrD.Ri �s - - Dz / i' r TYPICAL PLACEMENT u kCSSKA!% A��c# A. `�_ ., » ��.-m c:x _ 6Z J .7 FLUE NUMBER - - AT INTERSECTION AT INTERSECTION CROSSWALK _.� vat, /O', V SECTION C-C I Lcw ass rw;sDD vro z[x % Y/I ► WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT 6 u e ,r.rs,..vx AAZA \\ «R"° .evez" ,w; o�DIAGONAL PLACEMENT ° c.cs:N.. l K., _-,wN_ � 8059 (WITH BUFFER STRIP/ WITH BUFFER STRIP WITH BUFFER STRIP IZ: aN a"aI-,T Qic*L6cIw` y L Taggart MEcnu�Av \VD= wVDOT Tc ONE VI7lOT U. No1 Wp CG-12 DETECTABLE WARNING SURFACE R A MIS 60,0 AND SRC.. 61 EP CG-12 DETECTABLE WARNING SURFACE S6EFCRK �REFE?ONCE METHOD OF TREATMENT o Rew AND eRocE s,ANaaRDs ,Oz TYPE A(PERPENDICULAR)APPLICATION R- I MICR, COMM E s Pr E TYPE B (PARALLEL/APPLICATION as ° (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) v,aLv Ca,E ._,, , FOOC ONAL CHa scz vacv.A cERAeTrvr Cr;u.naa+i<,av 7A•• .OJ ONE .Oa c7 •" vaeN,A cE°.R,,,Eh,Co•Rus�6*<i ox 5CE -• v,PGMA DERARTTANT OF.RarscRTaaN D7Au - �_w ca e SHEET - ) 25 Of 18 CIFCC\TMFFC COLC TR4ILEC231ELCCI,IC&IEV•s-Ex,Dz1Ea45,ce CC.ECRC mrg,I14.1C 2Ci 7 212 C7 FM.ACED rce