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HomeMy WebLinkAboutSUB200600058 Plan - Approved Road Plan and Comps. 2006-12-11\ QILOT 1 ,'\ � � 102• 2f-' , 1 -1.; \ � , PERMANENT ,\ � \ � \ \ � �4-'-�c_15'_ CM PIPE \ 00 • `t `\ DRAINAGE �\ \ ` `\ EXST�IJJG (2) ES -2 - - - - - - cn , , �1^I , �\ o ? GRAVED � 'C21-EC:1-•CLASS-1------- �. � r - \ EASEMENT\ rn _ ` I \ is \ . ` �- ,,,, 6 '4 F3 \ <ql ', \ ` Q \`\ �A1�(E' _ •IRV_IN=659------------------ T+ 00-------- ^ `\ \ ` �' \ \incl r• \\ \ �\ \ \ \ \ \ 4\ _'` \ _ 1 — — } �T/�AIDQRD\\ �` �;o------------ -moo >� , -"-- ONLY, CUT `\ \\ \\ `SPEED E70---`I'�---------�5 \ �\ o EMIT _ o S" ` \- - - -_PERMANENT �_ 4 _ - --- �- - ---- - - - - -- S\IGN / ,' __. , - W URAIr1AUE --�- - - - _qM • � ., � "� t :.,\ �'' � � , , _. - - - ' - - - - - - - E k•SE•ME Pd T- - - - _ _ _ _ - 1 0 _ FOOD pLARN EXISTING 42" CM PIPE (2) ES -2 EXISTING (2) EC -1 CLASS 1 ENTRANCE SO, rsT4r p4 FM�,°sF qy E T / giw�gSqO�T A?I STANDARD %Sg�40 STREET NAME SIGN SYCAMORE CREEK CIRCLE -t• I 100' TAPER GUARD-RkVL TO BE RELOCATED PERMANENT - - _ �' {-rf �o P �' _ _ _s-,,� r_� •:,. CP DRAINAGE/J�4. EASEMENT J �O BASE : 6" DEPTH AGGR. BASE MAT'L TYPE i NO. 21A SURFACE : 2" DEPTH ASPHALT CONCRETE SM -9.5A W/ PRIME COAT OVER BASE STONE DESIGN SPEED - 20 MPH +00 11+00 12+ syFFr 2 NOTES: 1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. 2. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM V.D.O.T. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 4. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 5. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 6. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 7. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL) WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ZCHIEVED. B. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY V.D.O.T. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO BOUNDARY' LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 9. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF V.D.O.T., THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCIEASED TO SEVEN (7) FEET. 10. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TG VDOT CG -9 (A,B, OR C). 11. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. VICINITY MAP 8/ 00, 0 712 76a 8 29 SCALE : 1" - 4000' I 12. PAVED, RIP -RAP, THE DIRECTOR OF OR STABILIZATION MAT LINED DITCH MAY BE ENGINEERING, OR THE DIRECTOR'S DESIGNEE, REQUIRED TO STABILIZE A DRAINAGE CHA44EL.,VH'7F'4 IT IS DEEMED NECESSARY. "N T'r D OPTNTON OF V.D.O.T., APPROVED by the Albemarle County 13. A MINIMUM CLEAR ADDITIONAL CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL R;'SIDENTIAL ZONES MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. SUBDIVISION STREETS. Community Development Department # 14. 15, COMPLIANCE WITH SHALL BE STRICTLY ALL REQUIRED SIGNS THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON Tl';E TYPICAL ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. E%CEPTIONS WILL (STOP, STREET NAME, SPEED LIMIT SIGN, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE PAVEMENT SECTION DETAIL, NOT BE ALLOWED. DEVELOPER PRIOR TO ACCEPTANCE _ V 2. ptld &ctd Plniis SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAIMING AND PROPERTY NUMPERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF .ALL SIGNS ARE SHOWN Ola THE PLANS, THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR T0, ACCEPTANCE. THE SPEED LIMIT IS TO POSTED 5MPH BELOW THE DESIGN SPEED. 16. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION, SHOIULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 17. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALILED BY THE DEVELOPER, WHEN IN THE OPINION OR THE DIRECTOR OF ENGINEERING OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AID CONVENIENT ACCESS. 18. USE VOOT STANDARD CD -1 OR CD -2 UNDERDRAIN UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRAUSITIONS AND GRADE SAG POINTS. 19. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VOOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT, IN ADDITION, IF HIGH-DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE BRIAN S. AX No. 2281 SYSTEM IS INSTALLED, Inc CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. PLAN Si PROFILE ' 20. ALL DRAINAGE EASEMENTS WILL BE DEDICATED TO PUBLIC USE, OF PUBLIC ROAD TO SERVE PHASE FOUR SOUTH FORK FARMS LOCATED ON STATE ROUTE 710 SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE I" = 50' HORIZ . DATE : JULY 25, 2006---'-'- I"= 006-_1"= 10' VERT. REVISED : OCT. 6'. 2006 FOR GREG BALDWIN ROGER W. RAY G ASSOC., INC. 1717-18 ALLIED STREET CHARLOTTESVILLE, VIRGINIA 22903 434-293-3195 SHEET 1 OF 5 13119 ROAD PLAN PHS SHEET 4 LOT 8 ------ . � `�`" / 's 8E ItN 10+75 -2-,- -i v 1 ,// //S r( Ie. ,/'� cv 52; -z�15" CM PIPS"_- - , STA �IARD r' �� -CC 0 (2) EC-1 C ASS 1 Lo ,' -jt EET i' i� ,' " o m INV I N=.72. 75 N /' `STANDARD Y �INAME "' ,' Z`'� y� \ - w (' / ' Lu Wq STOP w w SIGPf / / PERMANENT - ��\ \ SIGN' v o `rt/// �1` �� �� �// ��-' DRAINAGE ," gym ,r - LOT 3 PERMANENT - - - ld + �/ rr �� �� "EASEMENT_ , w _--0R-AINAGE_ ��\ oo in9 �+ , r EC_ / �' . -�,� m ,' --- EASEMENT ,� �� _. .h cv ��sp - / r 2, _ �. .:x 44' x 15'% L'F1 PIPE c� ;- ,.f ,. r - ,� ��.s (2y ES-2 � � �� �--=�==-- -'N � .' r' � r r S AMORE CREEK D E F 0 ') ' ' - - - " - S27 '95-0 (1) EC-1 CLASS 1--- r INV IN=709.30"--" -" - -� fy s / , / , q,' INV` t In .' ,' /' �� ,\ a: LL '� /� ,' `�` \�• N - /J `-o aiINV 0/l�T= o o o �' '' '\ ' \ \ 26; PERMANENT `, r� Yr cL / \�\ \ DRAINAGE \ \ EASEMENT - ' ALONG WAL 'INV OUT= \.-'- � � 20' PERMANENT .' 708.50 �' I I`, DRAINAGE I)()" p \ LOT 16 EASEMENT 6pp1 1 LOT 17 ALONG SWALE b A0 6(6 \ P � 25A LOT 9 42' x 24" CM PIPE (2) EC-1 CLASS 1 _ INV IN=692.70 _ - - m---------------- ---' -'' + rn �' - - t�E MANENT m W N _ - 7 p0� DRAINAGE \ -------------- Q'?-- - EASEMENT . -� a N ----- _ , --" cin . - "- _- _ SEC 2 - -��� ,' - ' ��.�.«��� _ --' 2 - --- ------ - ----- E 42 8{ 1 , ------- ------ --- ----- ----- �,., INV OUT=.� -_--- - - 69 30 , / 20' PERMANENT %° , '\ \ --- DRAINAGE EASEMENT \ \ ALONG \ LOT 15 \ \ \\\ \ \ S�C� � — — — � N10 r 59 PER4ANENT 50' x 18" CM, PIPE / ,' (2) ESr'2 ,' /r _ / (2) EC-��tLASS 1 _ - - -I+W- IN=697. 40 �fti -- - -- - -" � ' �' I OUTL ___-__ - .' 694.4 _-- - •' ' ' \ - - - - - - ' 20' �RMANEI�T '� ' �� ¢'RAINAG,L EE - - - - -- ASEM�NT ,ALONG,WALE -__-<-��`----------, o��`� , - - - - - ----" '- LOT 14 690-------------- TYPICAL SECTION SYCAMORE CREEK DRIVE SYCAMORE CREEK CIRCLE r4. 25' 25' cr 4 ' 9' _ 91 1/4": 1'Cc �4*DRAINAGEEA�EMENT BASE B" DEPTH AGGR. BASE MAT'L TYPE i NO. 21A SURFACE : 2" DEPTH ASPHALT CONCRETE SM-9.5A W/ PRIME COAT OVER BASE STONE DESIGN SPEED - 20 MPH SCALE: 1" 50' HORIZ. DATE: JULY 25, 2006 1" - 10' VERT. REVISED : OCT.. 6. 2006 750 750 740 740 730 730 ta in rn 11 cu 11 ~ 720 720 PRO 1711 �� 5� mmowmm!n 01 — rn L- 71MUNI 0 _ —010-1111r POO" o uj / - J 700m III CL �w / 700 LL in ..- .., R099DRAIN Gm Pips Km 4 690cn 690 rn> 680 680 670 670 660--- 660 77 H e-1 r1 r1 e-1 .r1 r-1 r1 e"1 �-1 r1 rl Ell t-1 ry -. 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 36+00 39+00 40+00 41+00 42+00 SHEET 3 OF 5 1.3119 ROAD PLAN PH4 TYPICAL SECTION SYCAMORE CREEK DRIVE SYCAMORE CREEK CIRCLE SHEET 3 / 1 r FA 25' 25' 4 4' g. !9. 5. s 1/4,,, 1• 1/4": 1' 1 1• a 2 3 4 __— r BASE 6" DEPTH AGGR. BASE MAT'L TYPE 1 NO. 21A SURFACE : 2" DEPTH ASPHALT CONCRETE SM -9.5A W/ PRIME COAT OVER BASE STONE DESIGN SPEED 20 MPH` / ` �`\ + 1 EC -2 ` 2 � + � �"` •�-a.■: ..,.cmc \ii-� � + -__< ` ` i99. wk + ' o �\ IN , PERM\ANENT DRAINAGE Q) hro + ' `\ EASEMENT 0 ` LOT 10 n Ar \'� o A `\ `�\ � ., \�� EK\O�Zv �� `�� ` `\ `\ ` LOT 13 LOT ,\ �` ', \ � JA P `5p q,� ,•E 29�' .` �, J\ N{ C' \�\ is + • 11 ,�' .�5, ��p' LOT 12 a k (Ji'� c' , , / / ' 1 ,' SHEEW 1 , do . , � Fes_ t ,' ;� / \ � ` � / I 1 1 + c) \- Lu ` Z + \ \ \ STANDARD ` "+o ' _.,�e ',._, `\ `\ • `STOP ,.IN � SIGN m ` `\ ' ., ��� `\ 21' `\\ P , 31+09.` 4 N62'55'�O"E 16N,24' 11 \ $• t �\ ��� yl �` \ S SPD D LIMIT v �n . ST� N ARD cv \STR ET SIGN �`V. w r '- NAME'; ` `. con`+ SIGN SHEET ,\ w w cve(o', \ `\ \\ Cy LJ `\\��� `\ ,\ CL r . X`\ �, SHEET 3 TYPICAL SECTION SYCAMORE CREEK DRIVE SYCAMORE CREEK CIRCLE 25' 25' 4' 9' 3 1/4": 1' 1 •; 1 . • � 1 3. • � 1 BASE: 6" DEPTH AGGR. BASE MAT'L TYPE 1 N0. 21A SURFACE : 2" DEPTH ASPHALT CONCRETE SM -9.5A W/ PRIME COAT OVER BASE STONE DESIGN SPEED - 20 MPH \ C -sem R _ r = LOT `\ << ` 5'00 'Q 50, 00 196, 35 76 4 � Cu ', tv© i • ''� ' N 4�a •, `\ \ \`� '� `\� Q ,\ LOT 8 4' t � ` ` q S `� 5$, OpF $0 `�\ �� •) `\ `\ 1 I SCALE I"' = 50' 1 " - 10' LOT 0, R=50' ; 0) � 1 ~ HORIZ . VERT. 5 ` `\\ _, `130 �` LOT 6 LOT 7 DATE JULY 25, 2006 REVISED : OCT,. 6. 2006 760 1 1 760 770 770 750 760 In 740 750 k ST v td JUJIU.L-- 1I I ul.+ Ln - - - -730 730 -- 740 A 740 ..— In s 001 uj —Lu - - - - - - 720 ... ,,, 730 am CID Cu =J - r ..0 Ln O 710-- - 720 owl (n r 700 710 E) CD 11 r, 690ui 090 700 700 680 6g0 670 680 Hm z m I coy LD e-1 41+00 42+00 43+00 44+00 45+00 46+00 10+00 11+00 12+00 13+00 14+00 15+00 SHEET 4 OF 5 13119 ROAD PLAN PH4 s \ \ _ / - _ - - - _ \ \ \ \ \ - - ✓ 1 1 / TOPnGRAPH C DATA SHOWN HEREON WAS AKEN FRO A MAP BY LOU SA ARIA SURVE�S, IN)C. 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I \' \ \ \ \ ,.� / / \ I ;\\\I\II""lul IIII i/il / 1 I \ 1� \ 1 \ / / \ \ \ 1 - / // / / / / I l / ) I / \\ `\\ \\ \ \\ "�\\ I \\ \ \ 1111\ 114i4in11hrr// ''I1/ 1 1 I I I 1 I \ \ / ( I 1 / / / r --- - / 1 I I 1 \ \\ , \ \ \ \ 11 1 \ / \ un / I / / / / C I / \ \ \ \I \\11 \ \ \ I 4 f / I I\ `I .i \ \\ \ \k \\\\\\ \�\\\\\\ \ I \ / ',111'11 1 11 1 1 -` \- / � / / / - I - \ \\ \ \ \ \ \ 1111\ \ \ \ I 1 1 / ,� \ \ - - / / 1 \ \ \ \- - "i I I I f / \ / "\ \ \ \\1\\\ ` ` / I / \ \ \ \\\ ``�`�\ \, \ \` \ \ I / i I I \ \ \ / / \ 111`1 `�t \\\\\ \ \ \ \ \ \ \ I \ \ \ \ / I , , // // \ \ I I \ \ - \,\\,\\\ \\ \ 1 \ \ i I / I I I I.,� DRAINAGE AREA MAP ` \ / \ \ I - \\ \ \ \ \ \ ( I I ( �'� ' LOTS 1 THRU 17 \ \ \ 1 I �`__ / / / / \ I \ \ \ /' \\I'1\11 �'1'\\\`\ ``'�\\ \ \� \ I \\ \ i 11 I I I I \ -� # \-- \-r- \ 1 - \ / / / / - - \ \ \ \ \ / If I ' I I I I I I I I,/ l \11 ill \\\ \ `1 l 1 \ - \ � ( I 1 I \ \ \i w w \\�\ PHASE FOUR \ `- - \ ` I \ \ / / / / - \ \ 'i IIII I1 I/ 111 \ \ � \ \ / / I I I \. \ \ I / , / \ � ► / I I 1111 I /'. \ SO \ I SOUTH FORK FARMS \ \ / \ / / / / � / / - \ \ ) I / / I I I 1",''I' l � I\ l \ \ \ \ I- \ \ \ \ / / / I I ( I 1 I \ \tib \ _- -„ , / I / / / / / \ \ I / I ! / o l I I,i;1f r, ,' \ ) \ , \ - _ 1 \ \ / / / a I) l I / \�OCATEO ON STATE ROUTE 710 _ _ --_ - \ // I i \ / // / / / / / ) \ � I ( / / / ) \ \ llI\\ <__\\\ \� -\ (1 / `1MUEL MILLER DISTRICT / \ / / / / / / \ I , 1 / \ \ \ I \\ \ II \\(\ \\ \\\ \ \ \ \ ALBS-ARLE COUNTY, VIRGINIA / -) I I \ // / i \ \ \ \ ` \ \ \ \ \ '� SCALE: 1 2t�0\'• DATE: JULY 25 2006 / / ) \- - 1 /l / 1 ,' / - -1 \ I i )) / / / I __ - \ \ \ \ \ \ \ \ I I \ \ \ \ \ \ \\ CONTOUR INTERVAL \\ ' ' / - - - , I \ / I / 1 II / / I _ _ _ _ \ ` \ \ \ \ \ \ ` _ i I \ i \ \ \ \ � & 10 DATUM : NAVDBB / / I i 1 1 I - _ _ _ _ _ _ - - _ - _ '\ / I \ \ / - _ _ - \ / / - _ \ \ • \ \ \ \ J I 1 \ \ •VI,SEO : OCTOBER 6, 2006 1 I I 1 �_ _ - \__ / / ( II / 1 / '\ \ \ \ \ \\__ -- \\ \\ 1 I \ \ \ \ \\ \\ \ - / r\ I I 1 f) �_1 \ \ \ / / / --\ _ \ \ \ \ \ \ ` \ --- / I � \ \ \ e \ \ \ \\\ I I\ \ \ \ \//�\ - -/ / /i r / / \ \ 1 / / / / \ \ \ \ \ \ \ \\\ \-- \ / i I \ \_.._.\ I FOR `',`1\ \ \ \ \ / 1 \ 1 - / / ,/ ' / \ \ I // / ( - ti / � \ \ \ \ \ \ \ \ \ / / i 1 \ GREG BALDWIN \ \ \ \� \ i 1 \ \ \\ __ ,--/ / / (-_ \ \ \ 1, / \\ \ \ \ \ \ \ \ 1\ /� / / 1 � �O \ \- - \� \\ I 1 \ \\\ -_- // / / / / \\GRAPHIC SCALE \1"=200' 1 i \ t\ \ / r_ \ \\ \\ \ \ \ \ \\ \ \__ / / / / � \\ ~��� -_\ /-\ 1 ', \ N, I \ \ / n / '� I / \ \ / / I \. \ \ \ \ \ \ \ \ \ _ '/ / / / I \ ROGER W . RAY & ASSOC . , INC . - ` \ \ \\ \ I / / L - - -- - \ i -) I I \ \ \\ \ I ( '\ \ \ \ \ \ \ \ .\ \ \ \ \ / / _ / / /' / \ \ 1717-1B ALLIED STREET \ __ \ I \ \ \\_I � \ / � I \ \ I \ \ \ \ \ \ \\ \ \ • \ -\ \ \ \ \ \ / // I � I / 1 / \ \ \ \ \ \ \ `\ \ \ / / / CHTEL�PHONEI434-293-319500 I / \ I 1 \ // I I ( /''-,\ I / I 200 400 f, )J 1 \ \\ 1 \I/ / )00 \ \ \\\ \\\. \ \\ / l I/ �-, � ~\\, \\ / I I / \ I ( I ' r\ \1 I -1 \ I I / \� \\ \ \\\\ \ \- \ \ ) \ / \ � 1 \ \ \ / I \ \\ \' . \ // )1 / // (I \\ I I 1\ \.�/ i I \ / I / \ \_- I I // \\/I / I / // I \ \ i ) \ \ `\ -- `�_ I I \_ - `�\_-' \\\ �\ - - \ 1 \ / \ / / I^r\ \ \ \•, \ \\ \ \ \ SHEET 5 OF 5 13119 ROAD PLAN PH4