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SUB201500123 Bond Reduction
raii ROUDABUSH, GALE &ASSOCIATES, INC. A A PROFESSIONAL CORPORATION g p LAND SURVEYING Serving Virginia Since 19)6 ENGINEERING LAND PLANNING ENGINEERING DEPARTMENT SURVEY DEPART VIENL 172 SOUTH I PANTOPS DRIVE,S'UE.A 914 MONTIC ELLO ROAD JIM L.'G\GGARI',RE. CI IARLO I I'ESVILLE,VA 22911 CI IARLO'FLESVII.LE.VA 22902 WILLIAM I.LEDBETI'ER.L.S. PI IONE(434)979-8121 PI IONE(434)977-0205 DON FRANCO.P.E. RRI:1N D.1,IMItiON,L.S. DAVID M.ROBINSON.PE. FAX I433}979-I681 F:\X(434)296-5220 DAVIT)A.JORDAN.I..S. A\1MY M.GEORGE,L.A. INFO'u ROUDABUSII.C'OM KRIS IOPI TER C.WIN I ERS.L.S. Albemarle County Street Acceptance Submittal Contents • PROJECT: OLD TRAIL- BLOCK 27 o OWNER CERTIFICATION OF COMPLETION • o AS-BUILT CERTIFICATION LETTER o AS-BUILT PLAN o FINAL PLATS - o IN PLACE PERMITS o VDOT OFFICAL 45 DAY PUNCH LIST o GEOTECH REPORTS -CBR -EARTHWORK -CON RETE -ASPHALT o PIPE VIDEOS o PIPE VIDEO SUMMARY f Certificate of Completion This certifies that I/We, MARCH MOUNTAIN PROPERTIES LLC developer(s)of OLD TRAIL VILLAGE-BLOCK 27 Subdivision, have completed installation of all subdivision improvements and all construction conforms to the requirements of the Albemarle County Code and to plans as approved by the County of Albemarle,and any discrepancies have been documented and approved by the County. UWe also certify that that all of the construction costs for the improvements,including those for materials and labor,have been paid to the person constructing the improvements. By:. Vit 20/Ci' ignature) (Date) (Print Name) (Print Title) State of VIRGINIA City/County of ALBEMARLE The foregoing instrument was subscribed and sworn before me this I( day of .a( ' ,by e4 /? dd era b R OA' I Notary Public My Commission Expires: M 13(la'a-/ Registration#: oa CATHERINE H. FITZGERALD NOTARY PUBLIC 2/6/08,Rev.3/16/09 REG. 252832 COMMONWEALTH'OF VIRGINIA MY COMMISSIONEXPIRES OCT.31,2021 Certificate of Completion This certifies that I/We, MARCH MOUNTAIN PROPERTIES LLC developer(s)of OLD TRAIL VILLAGE-EAST VILLAGE(BLOCKS 10,16,17,18, &30) Subdivision, have completed installation of all subdivision improvements and all construction conforms to the requirements of the Albemarle County Code and to plans as approved by the County of Albemarle,and any discrepancies have been documented and approved by the County. I/We also certify that that all of the construction costs for the improvements,including those for materials and labor,have been paid to the person constructing the improvements. By: - _- gnature) (Date) 5.. .v . Lconks '(Print Name) (Print Title) State of VIRGINIA City/County of ALBEMARLE The foregoing instrument was subscribed and sworn before me this /6 day of Ike— C94672 ,by 6(4 "pc- 3. Y171016-1 ray-(4 Notary Public My Commission Expires: )'' 131 I a-II Registration#: a s a 3 CATHERINE H. FITZGERALD • NOTARY PUBLIC REG.#252832 2/6ro8,Rev.3/16/09 7. COMMONWEALTH OF VIRGINIA MY COMMISSION•EXPIRES OCT.31,2021 PHONE(434)977-0205 FAX(434)296-5220 lk; INFO@ROUDABUSH.COM ROUDABUSH, GALE &ASSOCIATES, INC. A PROFESSIONAL CORPORAYTION SURVEYING Serving Virginia Since 1956 iNEERING 914 MONTICELLO ROAD `PLANNING CI ARLOTTESVILLE,VIRGINIA 22902 WILLIAM J.LEDBETTER,L.S. BRIAN D.JAMISON,L.S. JIM L.TAGGART,P.E. DAVIS A JORDAN,L.S. DAVID M.ROBINSON,P.E. KRISTOPHER C.WINTERS,L.S. AMMY M.GEORGE,L.A. April 27, 2017 Albemarle County Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 RE: Old Trail Village Block 27 As-built Road Plans I have made an inspection and performed as-built surveys of the roads in Old Trail Village Block 27. I certify that the roads have been built in accordance with the approved construction plans. As-built public road plans dated July 1, 2015, and last revised on November 29, 2016 were prepared based on field surveys of the final constructed improvement locations. The plans have been submitted to the Virginia Department of Transportation and County of Albemarle. The as- built plans show both the final horizontal and vertical alignments for the roads, the locations and elevations of storm drainage pipes, the locations of all stormwater conveyance channels and easements and all public road signage. All horizontal and vertical variations between the approved plans and the as-built features are indicated on the as-built plans. William J. Ledbetter, L.S. SITE DATA \ 0.(1,) m ` owe?/DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT.' DAVE BROCGMAN CRDShTE VA p �1W :�(702 98CE5-9088 OLD TRAIL VILLAGE -2 oe ,. tleroOMltro vlllogemn I PLAN PREPARER: ROUDABUSH,GALE,&ASSOCIATES 914 MONTIGELLO ROAD S F O S (434)-9 7-02 5 VA.22902 BLOCK 2 7 (434)-977-0205 o t~ 1 O aw s TAX MAP PARCEL No: A PORTION W 055E0-01-00-000A1 Ta. °1) , ZONWG NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE NTH PROFFERS J 4Z = W ZMA-04-024 APPROVED ON SEPTEMBER 14,2005 u)0 Qz 3 USE 9 SINGE FAMILY DETACHED UNITS AS-BUILT ACSA UTILITY PLAN ° 16 SINGLE FAMILY ATTACHED UNITS =y 1 ° SETBACKS ON OCTOBER 7,2015, THE BOARD OF SUPERVISORS APPROVED A SPECIAL �V 0 (? EXCEPTION TO AUTHORIZE A VAR/AVON FROM THE CODE OF DEVELOPMENT TO Q 20 REDUCE SETBACKS IN BLOCK 27, SUBJECT TO THE FOLLOWING CONDITIONS: , 1. LOTS 10-25 SHALL HAVE FIVE FOOT FRONT, 0 FOOT SIDE AND FIVE FOOT .,=-mar )•• SHEET INDEX °¢ 11 REAR SETBACKS. - Q, ~. ;.' - 0 �j 2. LOTS 1-9 SHALL HAVE FIVE FOOT FRONT, SIDE AND REAR SETBACKS. /I ROB ti t-- .. j '` Z SHEET 1 --COVER SHEET Et O x LOT AREAS ON OCTOBER 7,2015, THE BOARD OF SUPERVISORS APPROVED A SPECIAL •- / "_ NJ' rr y,� (i lye LL EXCEPTION LO TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT TO �' - ate �6-�^` .NIC Y� WE20C�PIIMIOC�S C- y Di �Z PERMIT LOT SIZES BELOW 4,000 SQUARE FEET IN BLOCK 27, SUBJECT 70 THE --- FOLLOWING CONDITION: ' • '` 'I 1. NO LOT SIZE FOR A SINGLE-FAMILY DWELLING SHALL BE BELOW 1,500 '.' ��-�T. 1 1.1 i- '� `"#r •NIC �W 02 SQUARE FEET �_, -. .- _ , ..F ."'r. 2 aW SHEET 4 AS-BUILT UTILITY PLAN W Y AREA SUMMARIES LOTS 1.714 Ac E _1 - < to OPEN SPACE am Ac ;�� *NIC X`<XX�7A�1CR7[ X7Cpl- 0 w PUBLIC R-O-W 1.025 Ac ! + , • I, - "'NIC $I�CADOO<XXAMI�1 N O ILI Sr� I PRIVATE R-O-W 3I6 Ac. Z i �t _ jr- "NIC a ]DIAL AREA J.16 Ac I ___ �,4 (r/,v .\ •.. I., > '. SHEET 8 AS-BUILT ROAD PROFILES REVISIONS yJ-- GROSS RESIDENTIAL 8.0 DWELLING UNITS PER ACRE t (_ , DENSITY, ! _ _ • _ -r 'NIC SN '.tEWIEE tCPiOIRpCILN- spE20.21M5 PARKING REWIRED: 2 SPACES FOR EVERY S IGLE FAMILY DETACHED&ATTACHED DWELLING=2 x 25=50 SPACES \ \ Ibr.18,2016 ONE(I)WEST SPACE PER FOUR(4)UNITS SHALL BE FRONDED=0.25 x 25=6.25 SPACES 0 _-_ T I SITE v ,- SHEET 10 AS-BUILT SANITARY SEWER PROFILES Mg.a s TOTAL SPACES REWIRED=50+ 7=57 SPATES Pa j _ ` PARKING PRONGED: 50 SURFACE SPACES+18 GARAGE SPACES=68 SPACES FRONDED -- _- \ �-t. ^. �.,. v %-. *NIC .K)Q7I�Be OOOC.RI1 iB)� ®I7.HBC .S- NM VA 1I MAGISTERIAL DISTRICT. WHITE HALL MAGISTERIAL DISTRICT - �, ` t....: J� � \ •NIC -, 2.a0•. ♦• .tn:y ..•.1'= 4• �?)EX ii - Fob. 7 DRAINAGE DISTRICT LICYINGNOEE CREEK -- Rood 5 Ugly - , • I: *WIC S►IHH4C7[ WATERSHED: LICQNCJIOLE CREEK _, _ _ _ '�C TOPOGRAPHY LOUISA AERIAL SURIEYD AUGUST 2012 `j / - :_ .%�' *NIC WOK MIPAIMPO4 D?QS- DATUM: VERTICAL-NAVE 8a HORIZONTAL-NAD 83 / - CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. a • 'NIC-.NOT INCLUDED FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN � -- .-1 DATE LIMITS AS SHOWN ON FLOW INSURANCE RATE MAP p COMMMUNRY PANEL NUMBER 510006 0237 D. » .hrJy 1,2016 EFFECTIVE DATE FEBRUARY 4,2005. Rte 250 EROSION CONTROL PHASE I&II EROSION CONTROL PRONGED BY THE EXISTING SEDIMENT BASIN &SNM: ADJACENT TO OLD TRAIL DRIVE(CONSTRUCTED THROUGH WP0201400004). ---- '- WP0201400004 PROVIDES WATER QUALITY/QUANTITY COMPLIANCE. LANDSCAPING SEE LANDSCAPING PLAN FOR PLANTINGS,SCHEDULE AND SPECIFICATIONS,NOTES AND DETAILS VICINITY MAP LIGHTING 1. ALL PROPOSED UGH SAG WILL NOT EXCEED 3,000 LUMENS 2. SPILLOVER LIGHTING ONTO PUBLIC ROADS AND RESIDENTIAL PROPERTY SHALL NOT EXCEED ONE-HALF SCALD: 1"mi 000 FEET FOOT CANDLE 3. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS k. NO EVIDENCE OF A BURIAL SITE WAS FOUND CH THIS PORTION OF PARCEL Al. THE STREAM BUFFFR(S)SHOWN HEREON STALL BE MANAGED IN ACCORDANCE KITH THE ALBEIMARLE COUNTYWATER PROTECTION CWDINANCE THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL-FOI:STAL DISTRICT. THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. w a 0 LEGEND �g—IN 1-5EXISTING INTERMEDIATE CONTOUR "---32---__- PROPOSED TREE 0 FP ` COSTING DEX ao EXISTING WATERLINE W/TEE _1 I OPOSEDN CCONTO°NTWR _20 PROPOSED WATERLINE W/TEE _ V// C) CO EXISTING EDGE OF PAVEMENT - —EX.:.E — - EXISTING FIRE HYDRANT '\- Ili - O �+ PROPOSED EDGE OF PAVEMENT EP -. PROPOSED FIRE HYDRANT 4- Y,1 EXISTING CURB AND GUTTER c ER G o EXISTING WATER VALVE O I— co J Q PROPOSED CURB AND GUTTER COG PROPOSED WATER VALVE 9 TRANSITION FROM CG-6 ROLL-TOP CG-6 ROIL-TSP PROPOSED WATER METER Q U 0 J Ex16_RCP EXISTING REDUCER ► EXISMNG STORM SEWER PROPOSED STORM SEWER — 15 - PROPOSED REDUCER ► -- OCO T HANDICAP RAMP(CG-12) ! V`^ EXISTING SANITARY SEWER - �- — — � na��r ' PROPOSED SANITARY SEWER —0-..-.— + PROPERTY UNE PIA KRKINGI MYER INDICATOR OFrola.PAteow SPAas 0 EASEMENT LINE BENCHMARK S CENTERLINE - CRITICAL SLOPE UNITS OF CLEARING AND/OR GRADING - m'."Tc.t®m,•a P•T... EXISTING SPOT ELEVATION 42.0 8MyTR Op PZ F NUMBER .14.0 PROPOSED SPOT ELEVATION VEHICLES PER DAY COUNT 1,234 VPD �6+4 �0 A N.J UNITS OF DEMOLITION PROPOSED STREET NAME SIGN + s U EXISTING FLOODPLAIN - . EXISTING SIGN PROPOSED SIGN T Jimmy L.Taggart STREAM BUFFER .. .� Lt No. a EXISTING TREE DRIP LINE O a O N ♦� SANITARY MANHOLE IDENTFlER 4 EXISTING TREE EX 15'OAK STORM DRAIN STRUCTURE IDENTFlER © 'Pto*V`�` SHEET WWW 1/14 L�--- - i • I I II LS SS YM F• II I r /-* 16-- - ----- x��--*�N 4 W m - g S CC YR f TOP882.51 I `-/ EX.,GSA SS ESMT TOP883.18 AC I.I.-671.73(4•UT.) LL-67p.91 (4-UT.) I OR a70A�G Tea IL______, w2 ZO ` \ t t I.I.-671.73(4•LAT.) 1.1. 670.91 (4•UT.) I --- ------ 0 VO 1 TOP 6 4 1 LL-67 1.4 (0) © i.1..670.806 (E) 1 / 4 -- II -) q 11 \\ 0 \ TOP-684.06 'I L0.-671.48 I LQ670.64 © I r� r �y4,� II d t� �Gj LL-6n.n(4•LAT.) (sE.7)v SS Yw Q li 1=-17•, / �o G`' , 1.1.-672.81 (EX 16) ss ESM. i �Rr�.� P O np�y� �W `(� I.I. 672.53(E%. 11) Er..A, a -p9 105.0' 8•PVC O b.B3>< I ge "" LL670.33 _`�+ /t / II OI.O.-672.50 -/ �_ I; • ► _\ T LA670-29 / L�}'$� iI 4z S / ���� CC NH fX 16 \ O, ./' -E•� _� $ p/O p• \ _��---' Q Uq TOP-68S.40 \ 12].7? ~� / I 1:1 .zpla /� �C tN lH 1-17 - ir:': ! • TaP-674ae t t L0. 879.50 •�' I R ,:[ -�� LL-669.22 (Q J ram ` 5!5ss �'� a i�"-:. LO�eao2 I 2 •w u a� - _ �r II I �nr+ J IIT. CC . .......... I/ prt. :e lit. \ r�N /� %� ` / � SA1L U �► • aA , / eov II ¢ of \\ <`��� M /'���� TO YH Ex it (TIP.) II II W 4W r).---( ) TOP-fi8163 Y • L1-fi73.76(EX 12) r EX.ACSA W/L ESN'I / �/ j/ , 10 I.I-673.4 (EX L}1 1-19) V�41 EX.nw W xa II 'I ? tq O W \\ / /=j' / . / --____ '... `�� \ \ t \\m \ I.0.-673.4d 1Y,6•T$ II 1,\ e` Y ;:‘,/ /- i \ � 3 4 5 <18 \ / ' , --- //'' ��� l s* -� \ ` itii, . 1 2 r %/ 6 GV II 1 \'. Q W"' • \.J fir', '�� !J'yJ/ ,-/ I II OLDHAM DRIVE I- ' vte • II REVISIONS ��' i` • / 1;V_J� ` ` I I I //- 806.01,80111 Ner.10,9016 / %„6. / � .."= %// • r .... . �1 II 11 Neval,2018 Feb.13,�'17 ': - \ f ,. • ---(`2> I I I r a UMW \ 4 1 ssNHE><t2 < I IIII i I / �� '` \ r� \ _���` 1 ,3+ev I 1�-6 456p a 13.ap \\ ��-- o- •.I I LO.-874.70 \' 3 o- G I IN a 7 8 9 1 FUTURE BLOCK 7 ii u.l I �� / \ \\ w:1'"• SSS OHe%s4 > Juy1.2o1a / \ \ C/) i • I' I.I.-675.82(8) 11 C // -- -- � 'I 1. t.1.-675.67 EX 13 I- '' Q I 11�� ( ) -:��::: \ 2 \ 1�� :$ O.0.-876.82 EX.PAN.SS ESN'T EX.PRA,W/L ESN'T .:::::::: DB 4704 PG Sea J SCALE \ \\ I :::::::i...:.::: °i Da 4704 PG Sea I _ IIQ v v 4 4 + \ I LY I-... OPEN .I Z I Lv 1I \ 1 \\ /%' I I 1w/ -• IN Ot.Ere W.Eget - I +.. - -- V . EX.ACSA. 349�"(87) E%.PRN.S Su'f \ //� �E J (S1J oe 470.PG sea \ (f20)Il DRs470i PC 389 L :: ,' • ICe II I \I - Z D _(159 I(J7, (64) ,i(86 (121') (143� (163) Q-._• a' ':':: I I 9 II \\ q m j° el 1171.0'I- 6•PVC 0 2.43>< 1 ;z a II0 I I I \ 7, - I �p 10 i l 12 I 13 '0P- '87Cfr - II II \ ///ppp. ` 11.-660.36(4•UT.) - N- Z / \ ----J}:-- I <5 I O 1.1.-680.17(4•UT.) `O '" L0. 679.97 I I II J / \ -- SS YR F7f 13 - -� - - - - of '\ TOP-688.62 I---(13> 1.1.-678.42(EX 10) 14 15 16 17 I I( Z W - �- - `�� �Q -� I f • �� LL-878.24(EX. 14) I i S 0 r L-(`0) I - ve TAPPN99ffYE • ,. ♦ v 1T' -1� II II a.5 ^ J I I I I 1g 4 a r y w s r�-W 4 1Y GV e, / II 1 J (V F" 1 ' •At ..__ -Y :.¢ �7 _ ___y TI i S /6NVTH op y, „ 1 � ' 1i I �l �� a I °; 4� II p111 JUQg 13 12 11 `FENNEL ROAD I I ° 1- 15 i 14 24'Private RNV r �I li l O (� '{ �.. ET.ACSA W/L MIT 12•E'TEE, Jimmy L. Taggart ,\ /�� <i I I I wn Cs ae 1704 a 3 fFH- E'• 6- j,. Lnut 444 \\ ] 1.1.1 rArmaI µ3 ,n�x 4°eroeA,.04• m 0 J o -18 19 20 21 22 23 24 25 \ N 0 W_ S1N.LAT. Q -- I -- • (TW) n m _ ' � a 1 / fA M rJ V -Y__ I A, M I --_ -�_ - d, M--� M _ ASHLAR AVENUE_ _ I Y � _i- _ - _--- - A - 8- - -- - - 8 8 )E2dsllnp 61'PLt>Ic R/W ; 8 8 ---:- ' \ I FILE NUMBER f,________ __ ( _. {65). (9f5) {120J-(143) (1tS9) _ �, /f IM -- ___ri; Ex.ACSA sssuY 169.2'-8•PVC O 0.925 • -- --- -� . 47G4 PG 3e9�-_6_- - 3 1 // OW \ r SCALE 1• -30' Ex.AEU 55 173 `--(14> YH EX 14 TO NH A O s ,e o m �/ SHEET -f�--`¢ I DB wssb PG 173 �� I.I-877577 1. 6798(4-UT.) Gv.- I L0,-877.27 10-679.1 2 12 BOV mow erxa 1A FEET 1 lI / 4/14 1 K=65.35 AS-BUILT GOLF VIEW DRIVE '� 10•VC 700 DESIGN SPEED= 25 mph 700 _ n, q9 a AS-BUI GRADE :r.I: cFi' SAG STA.14+06.91 =Ill ,]•;�+ 0— — DESIGN "ADE 1.' �$ SAG ELEV.682.91 Z�Horizontal - . r=50• � s � K�3s.60 AS-BUILT ORION LANE �sD� K=9.43 2 �n69s dw Vertical Sc•e: 1"=5• Its _ _ 1 695 104C - K�17.67 tip' �Q S a g� .-. FR.FOGS OFF DESIGN SPEED - 25 mph ���� 705 Z 1111 NS �• .'.:.. PAVEMENT �irn o SM. 'ems g ci. e' ¢a �,a - - PROPOSED GRADE Q oUa ui + — EXISTNG GRADE +��� n+ • 5 S of ofrc 2> +i Z 690 Ell. TA.23+• � �?'a w 890 4 �w Horizontal Scale: 1"=50' o �� �n � � liii Ii * FIRE HVDRAN 4 iw Vertical Scat,: 1"=5• - ••-• a5 ,a• 1S' 700 (/�2 ()� g-1 1 .� ASSEMBLY �d 5a. .m o^ � ja >a o 3 ^!'y UI K=28.81 II a a w -'a a a `"s' y J . 685 51 m...ion= �i.€ �„ ROAD DC aow ',* "J 69s cr ?? 5 . FlRE ew R O O _ ■.- ' �" ANT ASSEMBLY + ,vr�i�n n In/d� oor,��n p<jaQy _ COPPER �� 05 a6 n>i+>m Unne mN �¢ O~ SERVICE( ') • NS <><io av°'i++> v `� ¢x` 680 MAINTAIN 12"CLEAR 680 aa. ; ;y-'1 �2DI WA. 8 — 35MINW COVR 690�IIiiiii. III ' 'Iz " PVI STA.106613. 4:89% W ¢a• O 675 �_ 675 PVl ELEV.68B.88 685 Z 40) 4 it, „Ari AL) 30 HDPE m ca w.o PR�, �� 0.965-0• Q t m W . .61:_r g 1: _ rr` 12"cl. 52 OI K, _-3e--- O/2 670 11..., E a IFW''.-x 670 / U®H.CLEAR L el 680 0 W�A GO a 2 & / o a 15 HDPE 12"MIN.C a - g i im EE is OE iay ig 0,1 i i w 15•HOPE 03 ^ REVISIONS ® 12' N.CLEAR 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 1 > J 36•HDPE 675 �41•"30.4015 - ' I5 Nov.15,2015 i•n +V�t. ' mwv Noe.ec 1&2116 lit ti W 1 •cw Dec.e.2016 Nov.o aa,201e gM I 8 a-w 670 Feb.13.2017 As-Bu18 N o a a o ° n o Road 6 Utility (DC Dm (DC A em m raa �m Eo era n 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 +BPy qc TH Op 1, DATE July1,2015 rAl F 1"=5'VERTICAL o % SCALE 1•=50 HORIZONTAL e 0 Jimmy L Taggart SCALE �e 5,41E II MET ID�� 1. e AS SPECIFIED �' Ms e REr +++ OW,OL t� SAG STA.10+16.48 SAG STA.12+49.67 N SAG STA.12+34.61 SAG ELEV.684.01 SAG ELEV.683.67 SAG ELEV.687.41 K-3.69 1+4.142.AS-BUILT OLDHAM DRIVE 1 ff K-6'31 0 VC AS—BUILT FENNEL ROAD *-7,4&K-5.82 7D5 N P . = 1 m•h 705 Z 705 DESIGN SPEED= 15 mph �25'�p'— 705 0•:= r4,0 r,o:._ mini 1 ig �g[E, 8 N':co m 8 r... ON • >i cn u o + + CO t 700•� >d I;, 1 Q ., < � 70 -I Lii ^ w 700 v?"' ,w se ' w 700I fill ilk 5 a..a S a as aa as as cc n LL � 05 895 L 895 1 J N •T ST 11+4• =•i - 895 .^, ^°d1 _ss 695 '', -;ST E V.6:- ep Q J Y Q �w 0 � 111 O_ VC(.13 8j Di I CREST STA.11+04.61 U S0'VC CREST 1 B04 6 N S rc +> 690 K= .72 690 �▪504C 5 a W+-,,,,, 690 •m �� O �� 6-1.�0 97�1.368 n y ui . 'lil. __- aw 885 M nw885 2Rnp 4" CL. 53 DI w1 685 u - �6 D ��+Iln LLJ "1`12"MIN.CLEA• iAlit Q 0�/3� 1"COPPER W/L E�1d680 660 CO E7L SERVICE(TYP.) ® O WIy 680 S/L— MAINTAIN 12" 15"HOPE F g80 $ k PROPOS[D GRADE 1coo 6 ((..,.�ry� — EXISTINC GRADE iv Y 875 675 675 E.DS 0 _Vertical Horizontal Scab 1",5• 675 0 Horizontal ale 1"=50' EX. "S Vertical Sc• 1"=5• FILE SER ca e » m'm a PROPO`D GRADE 8068 m E.m $g.00 'gym ^.10 m 670 EXISTIN( GRADE 670 10+00 10+50 11+00 11+50 12+00 12+50 13+00 pp a rmj PO ,,,,1 Ar m 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SHEET / 1 8/14 U U fr g u o o N 1 F.I. § u g 0 0 N O ti 0 n n •� •?x y. m >e N PROP. DO(110USE M.H. a g T EceCG75 STATION=0+00.OD o ININ. g 863.07 CX. 91W 660.88 CX.8" 'VC) pMA-682.96• O +686.76 79 21.4 T� �- - ill STATI. =0+00.00 O TOP-tI3.53 8hi1Y�1B 662 il�}31i�1i1 PROP. D• HOUSE M.H L0,670.29 1 Ni6N1}K4ri"irh- � - TOP=8.7.54 I.I.-670.33 m 1.0-6 6.62 I (n o O"� c ' p I1-675.82(8) m o g 682.51.92 7 +I Z +IX=6B7.10 LL=675.67(E%. 13) aIII I_ 1ma n• STATION=0+60.08 a m Ip orho +IX-salts *44+*� I TOP=BB2.51 O D cp �' O ' Z z 11 T g 682.40 1.10,670.64.=670.91 (4`LAT.) 4 ^N+ Z O M O °' z II I.I.=670.91 (4`LAT.) o 6 O I.I.=670.80(E) tr o� t' II Ir�, Anv D Til � L0-679.97 N m PI eIX�" I.I.=88017(t'LAT.) _�-,nie�O e m 9YG�r.m.:•:: .71 N STATION=1+89.99 0 RN4-66d'14- O m _-__ +8 683.066 , i TuP=6113:.8 m + I.0.-671.46 E I e e e mN eft e , I.I.-671.73(4"LAT.) N N o @ g o u S 1.1.=871.73( LAT.).) I I-1..671.63(0) Je a oe pm pep u Jp +D(.BN.11 I O•11 1 .. O p 0 O N O U O 663.46 71 I.0.-672.50 0 r I.I.-672.73(4'LAT.) c m 1 1 } x ',....,,,,,i, I.L-672.61 (EX 18) PROP.DOGHOUSE 0 g 683.91 1.1.-672.53(EX.11) 86 1 DROP MANHOLE T ot.6a7s0 - _= STATION=O+Or.•. e l STA7IO4=3+17.08 ' "' R9A-664:43 m Q 8 1.0.-877.27 EXIS SAN. M.H. 0 TOP-664.06 m I.I.=677.57 a MI T0P-••7.97 I 8(.867.91 O V I CIO F VIEW IMMVE O 0 L0.=673.43 e E.1 +IX.a860a e N 1.1.-673.78(Ex 12) k'a 7=' S 8 �{1 III z g I.I.-673.53(EX.LH 1-19) N $ EX. DOGHOUSE M.H. 3 0, 4 E4(--INN-67331--�f•N.-8-PW6) ` __ ;1 STATION=3+90.11 Ng 8 Ta'.1..9-+ n t y 11 o IX�88 T i ?N O I a 8 O I N PA iII oN„ I R_•o m z T. _ <=p I y � A g''-', z_ II I N 'o O m e e g$ eae a rn m m +_330489.36 m o cii $NNN I.I.-679.48(4'LAT.) NI ID 1.11 g i E(4y5,00 eau-asra:,• _ STATI• =0+00.00 8 I4NS0(41 o EXIST G SAN.M.H. I.0.-874.70 r .TOP-B. .00 061.-674.60 I: . Y 9_ p }DF-06S94 I•• • O U• L."c d II 897.1 1.0.-678.62 I NII I.L-675.82(8) .. +0-886.90 I.I.-675.67(EX. 13) - o 8 uunuii�y.. .is6 99� ��- _�:m[SYAi.0 O O OK�'-'8 }39iOn r 1 1 PROP. D. HOUSE M.H. i NI otas iti wasiw YM _ I Q "S°. TOP-6.7.54 1 111 +L%80.89 MM. .. g v M1M944 W8l10MMti YRri 7�+ m EXISTI G EXTERNAL -.A.1.0.-8 6.10 I I o� DROP .TACK N.H. COw I.I.-876.42(EX.10) r,o, z< TOP-...62 gE7t=e6I.9e I.I.-876.24(EX.14 x.'g I I ' ME -4 r 111 Q Al 4. A o J O o i� 1 0 171 o ca i i 0 1T 8 N 71 9Ilf. PROP. DOGHOUSE DROP MANHOLE }o Ex-6a1,13 INV.(M)-8-3.00(4'LAT., STATICN=0+00.0 O 8 684.2 II�114 I �a. I RIIA.•8/4.•2'- TOP-5 M.06 (n I.0.-672.50 / I I� 1.1.-67'473(4'LAT.) � \\ M GG o I.I.-672.61 (TX. 18) g m o +\\ I +EX.68458 11-A79 S{4EY 11 A� ., m 2$' \\ I 33 GN 13 v1\\\ 1 I G =II +E..865.03 y\\ O N g \\ 1 1 INN.OUT=619.50((EX. Mi 16) - J EX. STD. SAN.M.H. + 1NV.(IN)=679 70(ER.MH 16) - _ STATION=1+40.6 O 9.30 S g RIM=665.40 1 =o DI 1\+'?"1 S1 I 1 11 i & 3 1 1 a a IL 2 I �N I $ o3 t g Ni.'-1 X O N N ,A O_ 0 1�� e e 4a y c4..0,L+P S.o 0 F. _ r Y�r m , 9i 7 �a AS-BUILT SANITARY SEWER PROFILES m p i g ROUDABUSH,GALE&ASSOCIATES,INC. m OLD TRAIL VILLAGE I c i i1 f?I g ENGINEERS,SURVEYORS AND LAND PLANNERS C O o'%8 yI9°3")S Ii A PROFESSIONAL CORPORATION A �i BLOCK 27 11 j ��r� � -• SERVING VIRGINIA SINCE 196E -1 AS-BUILT ACSA UTILITY P LAN 1mn a 4 914 MONTICELLO ROAD-CHARLGTTESVM.LE,VIRGINIA 22902 ALBEMARLE COUNTY.v6KGWIA V PHONE 804-77-0206-FAX 804-296b220•EMAIL INFO®ROU DAB USH.COM SITE DATA ` y. ` OWNER/DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT DAVE BROCKMAN 4. g 1005 2E a 22932 E TG �100 CELL:��2dowOoldtro)-9 908e 0 L D T RA I L VI L LAG E 77z 2 I PLAN PREPARER: ROUDABUSH, ✓r ASSOCIATES 0 Wf CHARLO SVILLE VA 22902 F,lW (434)-977-0205 BLOCK 27 a - K TAX MAP PARCEL No: A PORTION OF 055E0-01-00-000A1 2 DU S LL ZGNNG NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS Il Z 3 i OF ZMA-04-024 APPROVED ON SEPTEMBER 14,2005 CE -1 USE 1 SINGLE FAMILY DETACHED UNITS AS-BUILT ROAD & UTILITY PLAN W 2 ON 16 SINGLE FAMILY ATTACHED UW is Q 0 C W. SETBACKS: ON OCTOBER 7,2075, THE BOARD OF SUPERVISORS APPROVED A SPECIAL KI T0 11 EXCEPTION TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT TO �? REDUCE SETBACKS IN BLOCK 27,SUBJECT TO THE FOLLOWING CONDITIONS _ O Ze U I.LOTS 10-25 SHALL HAVE FIVE FOOT FRONT, 0 FOOT SIDE AND FIVE FOOT t l "7-tT,. +< :,. - SHEET INDEX 0 0c 9 REAR SETBACKS. 'n1O r '� Jai _ > 3 2. LOTS 1-9 SHALL HAVE FIVE FOOT FRONT, SIDE AND REAR SETBACKS. - AB-4°R C �. `�. 1 r.. r SHEET 1 — -COVER SHEET Crj 0 ¢c LOT AREAS: ON OCTOBER 7,2015, THE BOARD OF SUPERVISORS APPROVED A SPECIAL = P'A - i- �' '�+r O 0.. EXCEPTION TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT TO ` "\ "' *NIC XXX,�CXX�OIQ.9( OC KHi�E-9RC18SIP4131�CNDA K- ^ N WZ j�p PERMIT LOT SIZES BELOW 4,000 SQUARE FEET IN BLOCK 27, SUBJECT TO THE - ���� 4 i) I ''7'-''''-`: FOLLOWING (� 0., Owj tI33 FOLLOWING CONDITION: - - i_ (I) ZF 1.NO LOT SIZE FORA SINGLE-FAMILY DWELLING SHALL BE BELOW 1,500 '" l ,t ":r` • *NIC kI�eVAIfC 1..+W (ZEE) O SQUARE FEET. '�,� \ t ':> / -1 8 ` WW (Liu / - ,, >! '* *NIC SB{�TKAX XXX1T 7( AREA SUMMARIES LOTS I.714 Ae /, ..,],'" ✓t - 0Lt :( -� 2 Q% m OPEN SPACE am Ac. ,' / A" ! �y *NIC BNEf�K,SX YaE�fkx[11C�X BLAN- C� w PUBLIC R-O-W 1.025 Ae _ Oro+ �y W 5 r f r J Y I; - , SHEET 6---GRADING PLAN PRIVATE R-O-W 0.244 Ae Q 1 / ,.1r ,_,1 - \ay ' -- X TOTAL AREA 3.16 Ac. —_-- ��<' h SHEET 6a4--AS BUILT ROAD PLAN �- 1.. SHEET 6B---AS-BUILT UTILITY PLAN GROSS RESIDENTIAL QO DWELLING UNITS PER ACRE I - \; y�i\j' f i _ B DENSITY`, t ,1:... ` -° ,`I _ '-._._--_,[-'--- SHEET 6C---AS-BUILT UTILITY PLAN Sept 50,2015 PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY DETACHED&ATTACHED DWELLING=2 x 25=50 SPACES Z -.r .-- ''„ SI IE A,1W.l'` (- -------1( Nov 13,2015 ONE(1)GUEST SPACE PER FOUR(4)UNITS SHALL BE PROVIDED=0.25 x 25=Q25 SPACES __. - W7W W G T� *NIC �6387EaR�X Nw.t&2016 TOTAL SPACES REQUIRED=50+7=57 SPACES / s s` \r L Dee.0.2075 PARKING PROVIDED: 50 SURFACE SPACES+18 GARAGE SPACES=68 SPACES PROVIDED -_-,� \ : J " ; i- 1 �// SHEET 8---AS-BUILT ROAD PROFILES No+.2g,2016 MAGISTERIAL DISTRICT.' WHITE HALL MAGISTERIAL DISTRICT _r 'I r ti�i (1c 1„� \- + As-BUR[ _ F-C.ryV..; # a ; 1_1 ,y SHEET 9---AS-BUILT STORM SEWER PROFILES DRAINAGE DISTRICT: UCKINGROIE CREEK .-/ y— = .-� r.4_-„-' • -4,4, %..> _.. �, _ .._._' Road unnry WATERSHED: UCYCWGHOtE CREEL( �,,, -r r a',y;., J- 2' *NIC SS1 X. X i-XS NIT. CSIBWE 17PMI RItE.S- TOPOGRAPHY ioulSA AERIAL SR/lEYS AUGUST 2OI2 --- - `' a- ,... SHEET 11 TYPICAL SECTIONS,NOTES&DETAILS DATUM: VERTICAL-MOO 88,HORIZONTAL-NAD 8J ./ .- i/ = *N IC ;>SUE{FAT.XC1a Ye}CAD )Si.YGCXKD 6KDCB?g.RAaK:11. CRITICAL SLOPES NO CRITICAL SLOPES E70ST WITHIN THE PROJECT UNITS. �Q FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN PLOWPLAIN �\ T �a *NIC 51l�TOQSXXX.X>!�7PXA'DE- 1 LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP : •..� �� J CONMMUNI7Y PANEL NUMBER 510006 0237 D. - Rte *NIC CX -X-XHY X €OIQ POIONS' - Jury 1,2016 EFFECTIVE DATE FEBRUARY 4,2005. •_- Ira 250 EROSION CONTROL PHASE I A II EROSION CONTRA.PROVIDED BY THE EXISTING SEDIMENT BASIN &SWAN: ADJACENT TO OLD TRAIL DRIVE(CONSTRUCTED THROUGH 1WO2014000O4). - =-21x' - '`_ *NIC= NOT INCLUDED WP02014O0004 PROVIDES WATER QUALITY/QUANTITY COMPLIANCE LANDSCAPING: SEE AND DETAILS. VICINITY MAP LANDSCAPING PLAN FOR PLANTINGS SCHEDULE AND SPECIFICATIONS,NOTES . i LIGHTING: I. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS - 2. S ILLOVER LIGHTING ONTO PUBLIC ROADS AND RESIDENTIAL PROPERTY SHALL NOT ECM ONE-HALF SCALE: 1'=1000 FEET FOOT CANDLE 3. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOMMIG i RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. -` THE STREAM BUFFERS)SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE 1117H Z THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL-rRAESTAL DISTRICT. 5f� THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. Fi LIJ CI Ds LEGEND J P 1 EXISTING INTERMEDIATE CONTOUR - -- as PROPOSED TREE 0 PP T v—I\ �`/ Ds EXISTING INDEX CONTOUR ‘'.0 EXISTING WATERUNE W/TEE — _r— CD/ 05>F� Z PROPOSED CONTOUR —20 PROPOSED WATERUNE W/TEE _I CC_ EXISTING EDGE OF PAVEMENT - IX'EP— - EXISTING FIRE HYDRANT {r O PROPOSED EDGE OF PAVEMENT tP PROPOSED FIRE HYDRANT ,- Q EXISTING CURB AND GUTTER =IX'CaG_= EXISTING WATER VALVE 0 0 cocc PROPOSED CURB AND GUTTER C6-6 PROPOSED WATER VALVE 0 L TRANSITION FROM CG-6 ROLL-TOP C1-1 ...1P PROPOSED WATER METER C U EXISTING REDUCER ► J EXISTING STORM SEWER E5. RO' ....1 O �� PROPOSED REDUCER --�- CO PROPOSED TORM SEWER HANDICAP��.P,�RAMP(CG-12) EXISTING SANITARY SEWER - — — .,v�""kuP�i �% PROPOSED SANITARY SEWER —0--• PROPERTY UNE PARKING INDICATOR M vac m� t2 Q EASEMENT UNE BENCHMARK 6 CENTERLINE -— CRITICAL SLOPE UMITS OF CLEARING AND/OR GRADING - 1'K'ro E smm.1'1'1'«ua® EDSTNG SPOT ELEVATION A2.0 46FETP op `' . RE RUMMER ,I VEHICLES PER DAY COUNT 1,234 WD PROPOSED SPOT ELEVATION .12.0 +, LIMITS OF DEMOUTION PROPOSED STREET NAME SIGN + y' 2 0063 EXISTING FLOODPLAIN EXISTING SIGN . O a. J STREAM BUFFER J. - - s r L. PROPOSED SIGN T Jimmy L.Taggart EXISTING TREE DRIP UNE O 228.1 (Tt� SANITARY MANHOLE IDENTIFIER 9 �c EXISTING TREE IX.15'OAK STORM DRAIN STRUCTURE IDENTIFIER © ",, "'' a^c SHEET \\ 1 1/14 I, II 1;7 ci ,I 1 II 4 F2 4. W c� EX PRN. O II Z jr G)`, /� I 11 IsIt!1I`� �1 2 ';; 1 tI_:::: ii III rh Q.112. .: 11et0 \ g. \ , \ / a - AS-BUILT ROAD + � \J II co d �z \ \ �i� / $ I` CENTERLINE _� �_ siREEr sl= �� / 7 I Qa EC \ 1', CENTERLINE DESIGN D cc PUBLIC s704 MA O Y' .� II I� ? n� I //i 'STOP•SIGN DB 470{PG MA �� II P m ui :.":::-.::... SMELI SIGN \ ;;,1 - / \ 2 3 4 5 j ; TfOr�, I N� O ;;N 8 �/ ,.\ \ 1 `" II a \\ \ AS-BUILT ROAD II CENTERLINE OLDHAM DRIVE i 5 CENTERLINE D 24'Private RAN STREET SIGN II I REVIBIONB /- / 'No DB 4704 P 359 - PMKINC� O O r II I � tiv�905 s o / Nov.tA>+DI6 15 it o, p1 Nov.mom ��i \ adit \ �\ 6 �- __ __ fn II Road 8Utility / /' \ \ t, STOP-sr++ T� II \ 4 1\ 1 -----' STREET 5>t D.P08 470R P 3MDT89 I II \ \\ �_ I �a.°D II AS-BUILT ROAD \ 3 \ PARKING w ` ""'E"L'"E FUTURE BLOCK 7 11 / \ \\ \ SIGN C/ S11^ 6 8 9 - ,� DESIGN CENTERLINE D LLJ 11 ' ' DATE \ \ c 1-- e n. • 419' II Q I July\\ 2 --_ LV IX.PRN.STORM ESM'f - IIE 1\` \\ \\ \ O r DB 704 PG 389 / 'I LL1 1 �_- 8 O OPEN ` ' -1 Z I L� I oDNrouR.rrewA� \ /� � \ -- -- SPACE 11. � It II ,FOOT 1 • w Z,DD s a I I _J I I \� BLOCK 28 9 STREET EEf 5N °0 ,Z II O 11 Z l �\ 10 11 12 13 O o II II I :I• II II g _ O ZUJ EET 5N 4 I c _L-- -- -- 4 \ e'SIGH/ G 399 SMT Nl r AN II III J L 1 I e` E%.131. R 1.5 r4 E9YT -SLOP'SIGN w DB a]w PC 389 liv -1 Imo_ POLL-TOP -11 N Elm;: J' 1 n p-J N �1lEl� 1 1 ' pT> Y06 15 I 14 I 13 12 11 41.- — / FENNEL ROAD L�) �$ I I I I ND DE ENT ROAD 24'Private R/W 'S B °� J g O , V CENTERLINE SIGN I c+ s L O " -~� STREET SIGN OB 4704 PG 389 6 r c/�o► PAR SIGN SPEED UMR AS-BUILT ROAD • Jimmy L.Taggart W 101 SIGN CENTERLINE IV I Lk.No. Q 5/39 18 19 20 21 22 23 24 25 I RI STREETSIGN `?ea z�n Ro'♦ Q O . L K. J 'STOP'SNT� SINttT SIGN -STOP'SIGN IX.PUBLIC STORM ESUY De ]a w Ch �— ASHLAR AVENUE_ / / Q v a 8 8 Ex sung 61'Pubic RAN 8 g ;h °!f' - -- OB 4556 PG 173 o RUE NUMBER n-- i 11053 \I I SCALE 1"=30' SHUT I m u a ET erul nsm OA/14 I II cans t ." f II ii - V m I li TOP=68268 iI 4 I •W i 2 LL-673.18 �� TOP-661.90 IX PRN.ST pAY I I 1.0.=673.08 ref O TOP=683.24 LL=874.72 oa ao4 Pc 3as Z 2O \ I.O.=674.65 1 EX. 1.0.=675.H 01p \ 1 I.O.-675.29 - SS \ 22J ' ALLLIJJJiiiiii�-6►►1• I.I.=674.09(221) Ii g . r�84�`� 5• 2' A 1 1.L=674.09(225) / 1 0 ¢WSG \ 5 \ 1.0.-87a49 I/ I OU .)O \ 711."11141111a1111- _� 3 11 I 0 QWJ CLZ c` \ \ I ••••••:_...., ....l. -.--.----6V-AZZAV . � \ DB TEMP.STORK ESwY 11 1 ,; AL \ De no4 Pc 3B9 J2 \ \, o¢ N 0) < -_ TN.STR.221 - \ II W ° OIL \ j , TOP=68211 A i ,/, II I y 2 \\\ \ 18 STA19ii� A / I II\, {�j .. LL-674.35 'IV 4704 Pc Aii -���� I� �1 Z • /` ' �� ,.�. I.O.=674.30 i�, II Q w \\ i o =o%"'�— �� 2 3 4 5 .. II 1,\hil \N O W a \/ I \\ CENTERLINE ROAD 1. 674.722 I OLDHAM DRIVE I.O..674.67 roP'6Bz7B II � 'L -OESIGN ROAD j p.6677.�2� ,/`' 5 CENTERLINE 24'Private R/W I1 I _ REVISIONS �c________,-- DB 4704 PLC 389 v — E A Ned 15.2015 II �f Ndr.16,2O15 / % / �/� 5� \ de 4zm6 '� j/' / - \ :\ 6 �,, -- -- _c �'i TOP=684.O1 II I 8 ��, LL=677.00(209) I ROW a ,��, 4 :€6 • II2• Miry \ 13 Lo.-676.85\ \ —� •il \ 1 \ Lo.=snso DESIGN ROAD FUTURE BLOCK 7 II 1 \ 1 \ 3 rid 6 7 8 9 DESIGN ROAD LJJ \ n :.: �� CENTERLINE \ I �� \ \\ \\ 48 i 678.844 09 I /E I July 1,2015 \ -- - �� ' 1��o I TOP-684.97 L0.=678.69 II 1, ht \ 2 \ , I W'IQ . I.G.=679.57 IX.PRN IISTORM ESMY ° 1 SCALE DB 14704 PG 3B9 \ \ a I �tOl � . 1 W TOP=685.47 I I J 1 1'=30' \ \ 8 �I OPEN �' I .1 Z 1.1. 678.46(203) 11 L►' I • \ I -- -- 1 �[ SPACE 111 qo.=678.51 CONTOUR NTEMAL ` � TOP=685.4s D � � I �n II D II T FOOT w;z+oo I.o=sBG.GS a I - I I 1� \\ BLOCK 28 9 1 0° 1 Z II 0 II �\ l \ 10 11 12 13 1 I o I I I Z / 10 II U II z 14 15 1• 17 I 1 II III zLLI � �- -- `I r9919. TOP=887.46 Cl.// ' I I i IX PRN;SfIXd ESMY v� A I� O I.I.=6BG.55(25.? II I J OB aD4 PG 3B9 �A. I.I=680.50(205) 11 II I I I I 3 I _ ti 1 1.0.=680.46 J N I 4 I J " I e aD !`lyre o1 o1 J N� 13 12 11 I FENNEL ROAD .k I ill — V Q 'I� , 15 I 14 I I DESIGN ROAD [ o O Q CENTERLINE 24'Private RNV I P 0 o DB 4701 PG 388 TOP=687.46 p I TOP-688.59 J J 0 AS-BUILT ROAp I.O.-68116 1•L-66244 Jmmy L.Toggart M I.0.=68229 Lk.No. LY I 4• CENTERLINE .1�, �' z254t 4�4 M Q CC 18 19 20 21 22 23 24 25 '' ae,o 4�t•°' �L�Yw■ J r D4 PUBLIC 389 ESMY C•O 3 I L is I * DB 4704 PG 399 -- -- Q m SWALE DETAIL. - �` �� Q ASHLAR AVENUE_ EX TOP=69040 44 EX LL=68280 �C GRASS LINED +— — �c.00 = II 1.o.-BB2.8O _ g SWALE SECTION — $ 8 — 8 g 8 DITCH DEPTH=6" Ftlnp6l'Pubic R/W A OB 4556 PG 173 00� --- � ALE NUMBER 8068 - -- -- -- -- / ___ GRASS LINED SWALEE/ \ / SCALE 1'=30 m u 0 s m 11MEMIN SHEET - s:ur<nrm / 68/14 N. Kg I11 ♦ 4 ! z2 ♦ M1 0o' il ♦f 11 a ." 11 O ¢W ♦ 11 oo i1 ♦�N• 11 ! oa1J N III °c 0 11 II ;2 -i11 'II II 2Z It O II 0; 11pII x W° at g UPPER BALLARD POND �� -' II1. • cw 11 • . II II ? 0 _ _r_ 11 = II pw � W .. II A . ..._- IIII <m IIII a Elf' .. ,r e- -, -- s _ _ �� II Awe . I I I I ,► 8 6pt 6D LDl6 .: .- 116V.18,lD16 -.... , ,,_..- - • _ II II I Ma.16,20,6 Dec A MI5 II II I IIDIr 6 II IV Road aUtility EX. STREAM BUFFER II Oil II % so Ills. .°'t II so' 1," ti 90 i iII. II II July 1 2015 , • i i 11 II • �- IISCALE • II __ - -) -- I • f II 1.-SO' • 11�10�16 b5chk �� - II t I 1�, 6. I,. 11 II _ --�� _-- ) r I I NOTE: II 00NT0U11lREMAL •� / 41190, r i i ) STR.82'29 PILL NOT BE BUILT UNTIL ALL UPSLOPE AREAS 1I 2 FEET ` - - - I ,al 1 I DRAINING TO STR.6228 ARE STABILIZED AND THE EX II n' _ - 1 • wig / I, I SEDIMENT BASIN IS REMOVED.PER COUNTY INSPECTOR lI ^� n , ' + i i 1 I, I APPROVAL.THESEUPSLOPE AREAS INCLUDE ALL OF THE II e 3n .y; , 1 61r I I CONTRIBUTING RUNOFF FROM BLOCK 27 AND FUTURE BLOCKS II Z ate`' I 6.7.26 AND 35. II �� 1 I i SCALE 3--30' II • I 111111111 " le II illiMin I9I�, II Z III V MATCHUNE SHEET 4 DESIGN STORM SCHEDULE Dab 9n82015 a 5 J PIPE*FROM TO PIPE DESCRIPTION SLOPE IN OUT 146 146 144 40.2 L F d H P.D.E 24"Storm Pipe 0 55% MOW 683.22 warn.663 00 J t\I DI DESIGN INLET SCHEDULE 14815 146A 114 349 L F ofHP D.E 15"Storm Pipe 0 57% 'MONO 679.25 814(a10)•679.05 y' 155 164 156 150.0 LF dHPDE 36"Storm Pipe 089% minim 676.64 NV1018)-67560 L J V r STR AIL STATION DESCRIPTION IS-1 TOP NOSE H r 200 144 201 37 3 L F of H P D E 24"Storm Pip. 0 80% ONINI. 682 90 NVIG7r).682 60 0- O 0 d m Pi 202 201 203 80 8 L.F H P.D E 24"Storm 2 23% NVI84. 682 50 WW1.680 70 2a1 2.2 10.44.75 VDOT STD DI-24 YES 68898 TYPE 8 648 J J O 203 2.2 11+12.69 VDOT STD DI-2A YES 687 55 11 PE laat6 95 206 207 205 28 7 L F H.P D E. 15"Storm NM MAMMA 0 70% INJO 681 2MAMMA 681 05 205 2.6 12+33.07 VDOT SD D1-34 'YES 687.38 YME 8 6 43 204 205 203 50 8 L F d H.P D E 15"Storm Pipe 0 49% INNIN. 660 95 NVIOUT)•680.70 0 CO CC 207 2.6 12+33.11 VDOT STD 01-34 ND 687 38 TYPE 9 6.13 /1/1 Q 209 2.2 12.3204 VDOT STD DI-2A YES 685 66 r+P6 a 7.06 208 203 209 107 0 L F of HP D.E. 24"Storm Pipe 1 78% INv194. 680 60 liNtOUTP 678 70 LY F 2094 2.6 12+3255 VDOT STD DI-3A YES 685 66 TYPE 8 6 76 /A J YO-1 0.0 VDOT STD Dot NO 665.50 TYPE e' 8 90 1016 YD1 2098 17 2 F.of H StormP.D.E. 15"Storm Pipe 1 74% INVIIN. 679.30 MNIO UrP 879 00 Q 0iii 211 4.7 13.14.56 VDOT STD DI.2D YES 684.21 1YPE 9 7 01 2098 ofMV 2098 209 37 7 L F M.P.D E 15"Storm Pipe 0 53% 014. 678 90 NVIOUTI.678 70 D 213 14.0 12.37.50 VDOT STD DI-3C YES 683 83 TYPE 5 6 18 210 209 211 79.9 L.F.of H P.D E 24"Storm Plpe 1 63% INV716. 678.80 NV101111.677.30 213E1 2.5 10+43.64 VDOT STD DI-34 NO 684.30 TYPE s 5 00 m 216 12.0 14+06.91 VDOT STD DI-2F YES 682.90 TYPE s 8 25 213A 213B 213 189 0 L F d H.P.D.E. 15"Storm Pipe 0 82% 8rv1191. 679.30 IMVIOIrI.877 75 TY Cl)11 217 8.0 14.06.91 VDOT STD Dp4C YES 682.90 PE 9' 8 00 212 213 211 62 2 L.F.d H.P.O.E. 15"Storm Pipe 0 56% INVINP 877.65 warn.677 30 219 4.0 23.88.50 VDOT STD DI-44 YES 682 45 TYPE 9' 8 10 Q 221 8.0 23+42.05 VDOT STD DI-4C YES 681.88 1YPE E 7 83 214 211 216 88.7 L.F.d H P.D E 30"Storm Pipe 1 92% woo. 677.20 014101i11.675 50 223 4.7 23.41.00 VDOT STD DI-3D YES 681 88 TYPE 9' 8 08 VDOT STD 216 215 217 387 L.F.dHP D.E 36"Storm PI 0.39% 6(OM. 67490 Warne 67475 4y6T,2H Op`, 22226 0.0 � � VDOT STD M.H. YES 682.50 TYPE Er9 00 ,dot �p 230 VDOT STD ES-1 NO 215 217 219 4t 1 LF d H.P.D.E 36"Storm Ppe 0.49% IN71NP 674.65 NVIQmy M � 674 45 FILE � O 146A 26 Replace VDOT SD 01-34 NO 684 90 TYPE IT 5 65 220 219 221 40 8 LF d H.P.D.E. 36*Storm Pipe 0 49% MOW 674.35 NV10UT1.674 15 c1 ► SON Jimmy L Taggart 222 221 223 38 9 LF.d H P D E 36"Storm Pipe 0 39% wimp 674.05 WOOD.673 90 Lk.IN. 40 J 22e41Of14 �ea4er 226 156 225 84.9 LF dH P D.E 42.Storm Pipe 0.53% WIMP 675.10 M0r10UT)•67465 at 91'e ofrm 224 225 223 64 3 L F H P O.E 42"Sto Ppe 0 54%. NVI11. 674.55 14VI007)•674.20 227 223 228 36 4 IF d H P DE 48"Storm PIp. 0.55% 6 6IN)• 673 80 NVIOJT1.873.60 SHEET 229 228 23001.B.P.) 1637 LF dHPDE 48"Slam Plpe 049% MOW 67350 eNIDUr167270 / /14 231 228 232 tS.8.) 2000 L.F dH P.O.E. 48"Storm Pipe 0.50% IINIe6. 67350 INVIOU1V 67250 1 so m I K=65.35 AS-BUILT GOLF VIEW DRIVE io'vc -�{t ____- I * 700 DESIGN SPEED= 25 mph 700 4 2 - g "" a.x 1..., .o< 6,,y,..aa ra m ) n - o n o n 5 _ i �•""y m a AS-BUILT GRADE o ~ o • L=o —�• .y 6L 136111�>! m� n!IR —-' DESIGN GRADE + o^ SAC ELEV.68G 26911 w2 20 COMBINATION U10FRDRNI.CD-1 AT LOWER ENO CF CUTS cv ev> Horhontal$tale: 1"=50' N> e) e� K=35.6050'VC�--K=9 43 U CENT LNE SECTION 695 aw dw Vertical sane: 1=s' aw ryAry>m < N 695 10 C AS-BUILT ORION LANE K-».e7 �ov� P °:o l z: Ino �9� dw 6" >d F1L EDGE OFF f DESIGN SPEED =25 mph p 705 Q TRENCH PLACEMENT F O o 5 a ?a .5 5 a F^- a1 PAVEMENT o o.n O 'f 8 m o <'c�a .. Lry , � *�'• m a s a a 5 a a. J`'^ m F a'"'r ae PROPOSED GRADE �.,, vY ,� C) 0 UCENJ 5 (/�•C•l•``l l yam nnr.cr....n � } N $ a /�S `,'• ui + + � — —— EXISTING GRADE �G + ^' �� S os w ed ` 31 ^ "'` ! 690 3 -8i SA'STA.23+4464 Q�y Q sd- d W Q r' O Q P ?r,Mw 890 w� w Morizontal Scde: 1 =50' W N` W 700 E FRE ANT w Verticd Sca e: 1=5' es 685 ROAD 0 4,->: +"> 8 685 yEx ROAD FIRE Z. Nd ir`"NW R 2� ,695 0 2a �r ,m=„ar"..i`sr.r"°`.uein�n=P° - - -_. �9: ''!F Orn HMORAN• 1 a w n'r n n ooh o �Q rrr <.� • COISSNO a•ss vrnw.e a.ro.n°n u°io is. .. • GENERAL NOTES SERVICE COPPER VNL �A o Va~i`j i'+ itg rc �E• ��<( `.r�s cr�c�w`wwrL'"ac.'mbr.usuanr°M e80 ^— MAINTAIN(12'CIE 880 S a r W Z+�� N��'.� o)0 'N� • a,. .•,...,.r�r„•,... �•w°rs2 DI WA 3.5'MIN. WA COVER 12 W __ 6 ,4Jvro R.. Teq_ T Nw 690 j. j D) W2 0.. NON-PERFORATED OUTLET PPE r wcrz q• ,mac c•rMn .�R�,cin no PROP. 8' PROP.t WA- ci / - >a ry a/ CO(� Li' LA y� s.ar na - ° sw.n. CL. 52 Df W 52 IS' �1 pYY�L 12'NIN.CLEAR �' �� 1.87x a a. ¢ 2 _ .»s M.'K`,a': arty °F =I o 2 L' 4 >el PM STA.I°+%. 0 _ +YOB% W a p , '"c A.+,.eauH'*H •.+re-.w.awerz. Mo•w 675 w b � > �" 675 PhI ELEV.6�.58 ill 0.W WpM POLL we w 10.x H.x ° m n xxv CUTLET MP as sass co.rs TO St urc.n.+�a..don..�. m rg g4//LLSDR 35 ma o R' _ -0.48% 685 2 O� .r 9a°,•POLL R .. o'Maroc a.siune:a.o a,.. ~ `TYPIO 30'HOPE N c4. I 1v.`' ...I11, PR _ 0.96% • Q Q < Ce W Ara`s,w'a. '''''we..e 'ay5o r ^N -.a OP. 12"CL. 52 Of 11-..._�,..,_ ' 4 NF=r�2 P00.1010,ccavc w.en o-a.,a.,°:auucm.. ray-PI ..rn.,ccna r°n-aa WKS°..wr¢ 670 F a M 'a $g a a 670 O®MN.CLEAR W W E. ..ray-..r ° .c�oaM a_ - __ 660 04 STANDARD COMBINATION UNDERDRAIN Mo a ^ X e S 15'NOPE a .a Fi n'O m o 12'MIN.CLEAR (A7 LOWER END OF CUTS) g ii mho 'OE gi gED ® 0 12'MN.CLEAR 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 "W 15'HOPE �,® A W 675 �REVISIONS t♦. "'I 30,2015 TERSECTICN SIGHT DISTANCE W e> Nw.15,4015 2, OFFSET FROM MIDDLE OF '; - .., -. -.- ADT SHEET m�rv� °& � NET >T GOLF VIEW DRIVE _ V 56 THRO LANE - 4'OFFS- FROM CENTERLINE OF .. ..:.:.:: :.:.:. '. - BO_GROVE 61141310RN1:::•..:: ::�:.. a s E g• g.v^ 670 • V� I11 •'�1 s �„"^,_ ,._.:116`�/' s �g n N^ a a m o R06ti 8.UHBiy �'- Ii: - 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 143.50 15+00 DATE `$•` 20' RSECTION SIGHT OFFSET FROM MIDDLE OF +4„oft or, 4fA July 1 2016 SCALE 1'=5'VERTICAL o THROUGH LANEGOLF VIEW DRIVE n 4'OFFSET FROM CENTERLINE OF SCALE 1'=50'HORIZONTAL > : ORION LANE K OLDHAM DRIVE _ SCALE i- 24'Private RAN Jimmy L Taggart 1 : " W >s ° rut x Rrr M° +m s`uii A4e AS SPECIFIED • INTERSECTION " _ SIGHT DISTANCE • `t` -- > .. I INTERSECTION SIGHT DISTANCE LIGHT FROM t ,: :r 20'Orracl FROM MIDDLE OF NEAREST - MIDDLE OF : �I ORION LANE THROUGH LANE NEAREST I,'. OLDHAM DRIVE4'OFFSET CENTERLINE OF SAGAG SELEV.684.01 SAG SAG STA.12+49.67 ELEV.663.67 --1GH LANE SAG sTA.12+34.61 K.3,6a if�3,g2 iE•3-fib K=6.31 a'OFFSET FR°" AS-BUILT FENNEL ROAD SAG ELEv.eezal iO'VC AS-BUILT OLDHAM DRIVE 15 Z K-7.4&Km5.82 7os M N P •M = 1 m•h 705 `� CENTERLINE OF FUTURE BLOCK 7 25'VC o _ No ^ OLDHAM DRIVE 705 DESIoGNo.!EED oI.E15 mph g $ 705 N m � go1 r +, g+ x yA 111 5 OO Nli : W } m^ 7 N� -- -- LN'$ } + + N Imo{ 700• aw w < a 'w 700 J Al 0e►AIMP�a�Naa W 700 70,' s a w 700 IIIIII a,.5 Q g J S tt^^ ? >a 5n >a 5a • -- -- J11111111111r t a a a a. a ¢ elm 695 J N m Z 895 .^. g 695y�. . :ST EV6:- -,it WO- CREST STA.11+04.61 a w v, :t• 0' Q J U Q8 o CR:ST DIP-688.91 ��/ OUz i+ ?aN^ 690 _ • 690i Q O a 9 --50VC-- m LLJ690 a690j ry3 eYJ= 3.D u 'MIN.W L COVER 6B5�•, _ _ i•_ •Nw 685 r. pril 1v !'..� INTERSECTION SIGHT DISTANCE / _��- ia ' D J J INTERSECTION ) z�Nw mg 1 '''_'� ��'�� �`+ b T B 20'it- OFFSET LANE FROM THROUCIH°UNEF NEAREST 685 F Ch O sIGHT DISTANCE AL'IIV '' -': :' ' 685 PROP 4" Cl. 53 DI H1/iom 20'OFFSET FROM i:. :: i -- ¢n IIn 5 MIDDLE OF / -... : - OFFSET FROM CENTERLINE OF 1 ---.: MM �- \ FE` L ROAD 12'MIN.DEAFBELGR k'nq Q W NEAREST i'COPPER W/L i THROUGH ST.AN • • , FENNEL ROAD SERVICE(TYP.) ® 0 680 680 N THROUGH LANE 24'Pnvate RAN DC 8' Q I SQL MNNTAN 12' 15"HDPE 680 4'OFFSET FROM 88O 1N _ CI-AR FENNELENEIBJNE OF ——— ' ROAD > / PROPOSED GRADE tv a o. -- - EXISTING GRADE ES-' 675 675 J 675 a'7DS U _Vertical S ba 1'15=50 $ 675 Horizontal e: 1"= H i$- - _ V _ _ P 5 Vertical Sc• al 1"=5' RLE NUMBER et ASHLAR AVENU F L 4 T B a° o w� a°m '�� PROPO`D GRADE e068 m _ u 670 EXISTINe GRADE 670 - - Mira 61'Put*:W W - - -- - 10+00 10+50 11+00 11+50 12+00 12+50 13+00 POOP 81 8 •„q M A -__ __ __ —_ __ _ \) I/ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SNP I 8/14 1 �\ ,A °�O4 a °� $ a § § g o� 3 +d $ u o u 0 Y Vr 54 F o .(NI Olio�. o J� +,42r T1NNO4> g 819 3 INV.IN 5.605 m - RIM.-88STAON-1� '0.0 ; n' i m ,� � 13g66 _ g 682.0 / - ��k 53 P ., / I 1.:5Xli Na $ S $ 8 A- G ,.ue�et-ans H � J M g� � # eu_ 0 7 - A $ � N lilP •q T0P-6854s o K F _Fr al 1.0..680.05 I STATION=0+00.0 67865 p {� m 519 .< INV.(IN)-671.70 STATION=1+63.7 n?.. +Ex4685D •Tp - - Q(n Oki,/ � U.R.P. OUTFALL " g 6855 Ni` /�/ ( ETT.14+320 17.2 LN. ® m IL g.9 N (� a STATION-0+17.2 0 C13 * 1.1..878.84 M- & Al Ea 1.0.•878.89 /� I TOP-665.64 N u I m e V.Ex-172.4 i / Y's -,� 0 (y ETA.12+32.5 DRION LN.N> ,•33 8 12 /.Z 3c 2g f g�5B75 STATION-0.54.9 \� N ., e N D 7 n o I C ��N RSA-885.47 r o 4 IA y� o R\<�^ 7 N W 1.1..678.46(203) O i,i ® ul TOP-885.47 r,y 47 - > X .P _ i s•-I R 4 1.1..678.46(209A) N Z a 2 A2 O - + / y �p Q,1���+++ o a 1.0..678.51I $I rH. 8 g • u m t a 8 m . $ Nm °g it � c g g a a a 0 0 -STA.10+43.8 OHAN DR D ID +o Ex46126 - _ STATION-0+00.0 IOU 0VP, 'v" 8 884.3 . . . . ` 04.30 n P e 1.0..879.09 TOP.884.43 N I ` mD g 684.9 I I ��//�, pp C1 A P O O� vp ppV G I O V4 O u O l�l1 lA O N O N m .-1- =STA 18+34.7 ASHLAR AVE. n I $ I -Ex49842 �00 ,STATION=O+•0.0 r, p1- 890.42 RIM-68&4G r o s +Ex46625 I V'3 5 8 EX.I.I.-682.80 P =I•,td I TOP-690. • N u�' g 665.4 _ i i R x$ N •1.a-ee2.60 lilt, ®I I -STA.10+44.5 ORI. IN. L�(, N ,� -i STATION-• 7.3 51 _ \ N . n _ Cl) +Ev-690.Y2 j, •,mac•-•• TOP-698.30 h4 +Fi.ee6.67 f•1 N › -a 2 v 03 g 688.74 1.0.•882.29... e+o I ",D $884.7 1.1.•877.52 M A IIE c..10.. 0' ® 1.0.•877.50 1 I =STA.12+37..OLDHAM DR .� i1 STATION-1 ;9.0 N +E mmo5 1 _ J g 687.92Iteo= -STA.11+25.5 1N110 LN. +al id •• . 1 __ r9 _ STATION=1+18.1 g alp. _ TOP-003.-- N 0 RNA68i36 v �H' 00 -n 1.1.•880.55(201) N TOP-887.48 N j 111111111 I ? 680.50(205) _® N O 76 6.46670 _1.0.-880.48 I .5•10 1-,r-'.y -� -STA.13+14. ORION LN. $687.09 N +g 6=587.5J .4.5m•caA�e4,�..-__._.__ __ IM C04.2 1 2 ® -+p m I.I.-677.00(209) 00 A .0 AI •.-C p -,I I I.L•677.00(213) !l r:o2 > ••0 1.L-678.46(203) IA I I u •• I NI I +EA460.17 .1.L.678.46(209A) II I-1 1.0..678.85I • = 686 g 1.0..878.51 o ,�.'.�,�...�.. / -STA 12+32.5 aaq LN. u o u $ �n iat 82 / r� I STAµ2+TG5.1 0 7>II TOP-885.4 �, +EA411150 / N. a a a a a •= a a 0 -STA.1 FENNEL RD. 4 INV.dil�� _4 SfA 13+,4,8 co. LN. Ex-Goo 1.0.-ea1.1e STATION=0+00.0 �'Es-es7.71 8 687.8 �,26 _ N ( L *K g 884.58 - RIM-g64 Q4 r v m iF CD 4WF.{rNj66i:96 „O$u: ETA.12 3.1 FENNEL RbN W 1.1..877.00 213) = TOP•684.01 r +T I I STATION=0+28.7 17•D o Q 1.1..877.00(209) o g I �(� I RM4-684413 0'cN 1.0.•878.85 A• T Ex-999A7 I.0.-680.80 o m 1 TOP-6e7.55 N w v IV Ex468a0 O w ,• STATION-0+79.5 R I.0.-875.22 ' I =STA 14+0e.e owolL u+. 13 I.1.-880.35(201) a 4�6 c �+ $ x - - I STATION=3+93.7 0 + 'LI-880.50(205) Q •® p �t 0 g6�Bn .__.. .•„ .,. r TOP-682.78 53 f014.444Fn g 1.0.-680.46 UI § §a 8 § g - 1.1.874.72 _ ® ^:^: ^?Ct' -n 1.0..874.87 A 0 1 a -STA 14+08.9 OR1OR-4±.tN. r r INV.IN) 67.76 A g- STATION-4+.32.4 ill ® m _ f .qNA-66640 2 m +Ex4e4.54 - T,�'A., • ' TOP-682.82 it I a ITI 854.59 '1.1..874.35 x 4. X (/) $ 1.0..874.30 M I / -STA 23455.5 GOLF NEW DR. L STATION-4+173.5 ..?� -STA 12+98.4 BELOROVE ST. 4k 0 +Ex482.9 1.1.•873.88 ,Dar--- .® �' o g E.48491 1.0..879 05. _ - STATION-D+oD.0 J g 683.65 -1.0..873.81 �-N > � I =STA 23+44.7 GOLF NEW DR. Na r4 "'R `9' 9 STATION=5+14.3 1 g I.OI.O.-e b �.� • TOP•664.43 m I 3 'AMP: 0 1 r�°4 & r ��r 1 R-STA 13+063 0+341 sr.4`� (n :7 *1, 14 44 ill '1 52.41.1 \ N INV.IN-67;.90 Ex.135 S ATION=O+J4. a =STA.23+44.7 GOLF NEW ORQA INV.0 T) 877.80 rcy )21M-685.00 rq 1Y> 1 2Ex48151 .• N 1• \ NATION=5+,53.2 IIJ O I I 68248 1 RMI-684�6 r o N g w�' ? N W m m $ 1.1..874.00;221 a P I x ie TOP-881.29 1- =`2 o <mi I 1''D • 1.o-873.4 225� ,ro ® r3�N•'® leL7l4,R :I B' (n �,'o O �4. � I.0.-673.40 f- 1 91 r�i sa * STATIO6=5+89.6 m e o iF a f+w'- - RHA849949- ; 0 g eezli'S L1.-o,3 . Ter-eez.eb + m a a QQ�� Q�1 a g o I o1 W 0 1.0.-673.08 ? I =x 0 8 . o u S iF 48 g m v u ja 7_ In .$ 9 q V mr p L''L Z O +Ec-ON.N = uo v o $68322 $m mN A O'4.1! t I F �g I{Ex461.q N • _^ g 684.19 M / C -STA.22+029 GOLF NEW DR. IR // +U=684.14 -� STATION=0+00.0 n> Eart78se > g 663.1 EX 1.0.•67.45 -� 'n'is I IN a $679.56 1.0..675.29 A-n2 I ND p xx }}6• / I I^..11 4 0 pp66 �5 STATION-7+69.6 W u&48T.97 i''s<• R.' I M 33 {p Ex472DD 1.0.-672.26 E S.R.OUTFAL_ p sa2.6 no 77�l TJ O a � g < 1.1.•674.72 $1�� A t�$ I /�, 3 c,�, I I 1.0.-674.65 o I� 1 .STA 22+63.4 GOLF NEW DR i.y/ 0 STATION=0+84.9 =. $8 RIIA-681.10 n 2 (n m I o m `.9. g If o +Ex48192 T+ - I TOP-881 90 + R7 �' A Q g 6822 s 4� m I m D �_. I v 1m• ,i P #!\. ill ® I":". m ozv 1 a y - = • I ISTA.23+44.7 GOLF NEW DR I §008 g NI T ;'• STAn849.24>w0-o + ` ,.oe ' GI 8 kMe g ` I.-874.09(221) -_ ® TOP-881.29 +N � ` o 1.1.•874.09(225) `G o 1.0.•673.49 o zHI m>m + I m m s mg II -•x A a•I m 4 O6 F,,, o m <,v s2 mo a AS-BUILT STORM SEWER PROFILES t p ROUDABUSH,GALE&ASSOCIATES,INC. 111nnn ; OLD TRAIL VILLAGE t - i4 f ENGINEERS,SURVEYORS AND LAND PLANNERS co + BLOCK 27 + ¢ 8 7-1IY PJ A PROFESSIONAL CORPORATION 11 Y SERVING VIRGINIA SINCE 1066 AS-BUILT ROAD & UTILITY PLAN o W 914 UONTICELLO ROAD-CHARLOTTEsvu LE,V1ROMlIA 22902 ' AL,BEMARLE COUNTY,VIROINIA PHONE 8W-077-0206-FAX 804 6.6i22D-EMAIL U+FO@ROUDABUSH.00M NOM HYDRANT MUST BE \ (r] SEWER SERVICE LATERAL CONNECTION NOTES: Y IQUAL W1q AFRO/FR O�W� PRE KENNEDY GUARDIAN(K-BMA) EQUIPPED WTH CHARLOTTES- V CLOW MEDALLION VILLE THREADS WHICX IS 1.WHERE A SERER LEVAI FOR N SER CE TO A MANNDIE MWM MIXTEL 129 - AID NO AVERT ELEVATION THE SERVICE LATERAL B FNOED �` THE LOCAL STANDARD. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL //�x. IIDK.ATED.PE lop(GROAN)ELEVATION0.2'TION CF NE SEPYXE GROUND 7Q PVLY S'WLV.'NAIAD L'FOST PLANTED •� \.\ �OR APPROVED EQUAL 14 R LATERAL PIPE SHALL BE AT LEAST MIER THAN TIE + BWE E INOKI:TE LOCH LDGIRN AS I I I I•_ 1 LENGTH OF BRANCH VARIES r_2 x 1(P(MIORN FIEVAPEN Ef 71E 71E LEANEST PIPE CpNECTED - V TO TIC D.LNRKEA LOCATION IMY L SUBECT I.O CLVry�-�1J'1 70 TIRE M 2'MIN ♦ To WAVY DEPARTMENT MRlWALi vI 2'TO 10' ( Li 2.SEVER LATERALS TAPED INTO AN DIMING SEVER MAN I *S.V I�im somasOP (27vALvE 0, RP NNWH ,KIL b BSMALL T'SFALBIIIC.OR APPROVED EOUN.SADDLE AS MANUFACTURED FlN6MED GRADE EZILCM W; 1191911 LIILtMRIL AND Per 1%.N INITIAL BA(XFlLI s. r Li 10 1 META`(BADE FM TSENORSEANQ CwECDw SHILL Noe �\ 7 CU.IL ld Box •E s"STONE O. ` BE TASALT 4.ALL SERER LATERALS SOUL HAVE A MMMUM • TREATED n11Flm 11. (I I)-�N� •STABLE SQL ROCK O cum !! DIAIETER OF 4"' MARKER - ADATSTAHE VALVE BOX W/UD A ".• oU S ILL SEVER LATERALS SHALL HAVE A BINL94M 6 TAYLOR FIG.NO /905 DUAL SERVICE �/ •SCRAPE 1IN INSURE THE11 OF THE TRENCH. PEON R ALL WYW LAVER R]FEET. 3 .. (SCREW TYPE)CR APPROVED EPA_ 8'GATE SIRES N NSURE PIPE DOESN'T REST ON ROCK AND 42 �� 3fi'MIN THEN COMPACT NE SOL OR PROVDE A 4•®ONO OF (t'r) J 1'IJWP1EVs0x,J/A'MATE PPE VALVE TSB STONE 0 Q 3 Foare d IPPRfAm mML 2 0 RR UN CM CETANED /^ MdA NH Ill IAIWATIWI PLUG END OF _ �' •�\��B ^°I®' 2500 P.S.L CONCRETE FOUNDATION IN POOR SOIL UNDER-CUT CONDITION J $ MAIN SEWAGE LATERAL `vO BASE AND THRUST N LHNE SECTION v, BLOCK AGAINST 2 IbQp( uD,p a RAJ.C•i1E v BLOCK GAIN STABLE 8'%8••, t` SINGLE SERVICE SRL STEEL PILE TEE um UNSTABLERIN INITIAL BANTU_ ION MIME �6e Ir Q� 0 IMES SHALL BE I®a Plc PP[. MNw THE saL IS DISTURBED OR 7AtEN 3/4•THREADED RODS TO , 0 0 : - STONE r'� '►E LIED A HYDRANT IS LOCATED IN A FILL ANCHOR MAIN IN ALL INSTALLATIONS. _____ TRUE / �P/Q d1 �`( NdQ WIA➢E _ THE VALVE TO THE HYDRANT WITH 2-3/4. RODS SHALL BE GALVANIZED Mk. ! �Q1C1 11II=11=:111111II=11- 11 macs 2200 WIES BED OR ASPHALT COATED STABLE SOIL OR ROC( STAFAE SRl OR ROCI( W� I I W N E nE 8W1 0 THREADED RODS IN ADDITION TO POURING II'��j�7 it AAPADAD E t x CONCRETE IF NECESSARY,A STEEL FILE ` IN UER R- II rw5�`I- IwAIRO MFAS SHALL BE USED AS ADDITIONAL SUPPORT 0, N LANE WYE-TEE 1 to W LNG(F �) v- --ail -f .L w Ititeo:6( ?.2T PLAN a FORD N"oa AR--N[ A II II �W ®OA T a NOTE NOTE ( -/ ` ,ICI MmoINL WF T.NO ROCKS SHALL BE ALLOWED WITHIN 24'OF THE WATER LANES F�•� �Q ' 7A 2'BDAPoNGARG No.Lo2-T7 t AC HAW. 'A�t�/ I I I EWN 1.SUPoRWND WEEP HOLES WITH GRAVEL AND KEEP FREE CF CONCRETE 2.NO ROCKS LARGER THAN 6'IN ANY pNENSION SHALL BE ALLOWED W B.W •Ili- 2.MAINTAIN A 3'MIN.COVER FROM THE MAIN TO THE FIRE HYDRANT ABOVE THE INITIAL BACKFILL VARIES TRUST BLOC 0,,,T,...��-: �H '.r.: (INCLUDING DITCHES) 3.THE INITIAL LARGER SHALL BE PLACED AND COMPACTED IN 8"UFTS. 2 B.L A •«uF� -Y 3.VFINISHEDLE OILGRACE SHALL SLOPE AWAY FROM THE ORE HYDRANT AND 4.NO ORGANIC OR FROZEN MATERIAL CR DEBRIS SHALL BE ALLOWED /��1 O W EM SEWER SERVICE _� A5 4.THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND TIE DITCH. IN THE TRENCH. '1,SB Op P �7 mRIG �.R. S BELL HOLES SHALL E DUG OUT IN ALL CASES. 4$ 7 r 4 LATERAL CONNECTION LTXPIRAM0 snip(It 1 1/2•.2•) IT IS NOT ALLOWED IN THE DITRH. ; f,, O W�a MEL.Po N-IS000 S FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP , FIG. S-2 N.T.S. NOTE:IN IDIOTS VALVE BOLES SOUL Form .F .LW HOLES ARE ABOVE THE PREVAILING GROUNDWATER ETEVATON. IF O d EXTEND SIXNRES ABOVE GRADE Amp.EHNN a TD-6 REWIRED TO BE IN NET AREAS,THE BEEP HOLES SHALL BE DUCTILE IRON WATER ► TYPICAL SERVICE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. U • TYPICAL GATE VALVE LATERAL INSTALLATION TYPICAL FIRE HYDRANT PIPE INSTALLATION &BEDDING Jimmy Taggart NTS NTS ASSEMBLY DETAIL NTS w 22841 �,.4' REVISIONS = FI G 16-5W PIG.-5 FIG.W-6 ADDED FEB. 16.2006 FIG. -4 N.T.S. NA-2 �_' 4p6T OHAG LROY 1i .B&7D16 TO-1B TD-19 TD_7 TD-13 Nov.EN. &ffi 1IB NCR.1&2015 3000 PSI CONIC.BASE Duo.&2DE6 iiii. BENCH SLOPED TO FLOW uy- 2ut L Nov.PB ZO'1B WINpEla CHANNEL 7/4' 1'MIN i✓ii :. ME �R� gED 06EN9Rs w. T¢AND w� mi. Flood a y % SITE DP (FEE,: a.Ya 'RAT) a.Ta CG-12 Handicap Ramp-Type BE CG-12 Handicap Ramp-Type'C fil �� �.r... BEND L - N T L H I T yy f / PLUG • 4.t 6. 45 200 2Tb 200 AILS 1.60 woo zee Imo 2m 225 T!D AILS NTS 12" -7,ziriiiir•�1 IR1i�l BRANCH /iif���� II1/2 /4 1.50 200 2S0 a10 06 J z Il Zee 116 sr a46 I ( ) I { p0 i ��:'�. 1 I 2221/2 1AN0 2e0 2M 0 3.16 2C1 266 a32 q 11 I fY• 11 1/4 1.N 216 26T 0.13 •• TFD OOMFS AT � NAX ALL CURB AND ♦ ......k..................2.012I T.D2(LAN.) �,1 2' FOR ALL BENDS FOR TEE OR RYE FITTINGS 1p s ly ,.. 356 z9s 64u,T 167 AOD 2N o.0 .11� 1RAN9PON RAMPS 1�A ES�� 11 I/2 233 2.33 264 0.10 „ -,k DATE i �� MDEN TENCH ro 11 1/4 1.B3 2.33 264 0.16 -4` I / .nIW NOTE V im• ^„waRM00AE i i` �q6 � I // j 5P" July 1,2015 FLEXIBLE CONNECTION II �- REOURED. 1.11MUST SDO15 AM RIMMED WHENEVER TIE RPELNE:CHANGES IIECRON, �t'`'L� I/ 4'(LAIN.) ` ROTH STAINLESS STEEL ALL CONNECTIONS TO X u CHANGES SIM DEAD DOS ND AT VALVES ,�'- B 4'(LAIN.) 2 1)f 250a PAL CRItlEIE BAND EOSPNG MANHOLES SHALL .� BELONG AS �� / BE CORED AND A FLDOBLE , REQUIRED moll 1 M OCNCETE STALL E POURED ON ANY PART OF TIE JOLT. nt` •Pi{pr 6N CONNECTION•BOOT 4.11E DRISULINC ENONEER SH,LL1 BE ESPRBBLE 10 THE 1fRIfY THE TYPE I 'R :"44.e- ^ SCALE INSTALLED �, ' SIZE OF ALL 1NRUST BLOO(5. / -�_:.�i T'i 30 CONCRETE THRUST BLOCKS `�" SEE MOTE` , TYPICAL MANHOLE PLAN z'UP MAX. 11210 SECTION 1-1 SECTION 2-2i . Fl Wes] OF CRDED 9JRFACE �� I AI I I„I,ill'Il I I,I'ITTIIIIIII 111111111F'A'-'� OL SHOWING BRANCH TiE-IN _ 1 4'SAN3 --p o ,,+ ap• AREA CF CAGED MACE 1 NTS '- jr. o o-N` 1 ��1•0- 0 FIG.5-I-S OUTLET PROTECTION SPECIFICATIONS �TY W• I--ow.-Z TRIM51Tp DOES "T$I 1 0:0 0.2" TD-2 Pan DALES TRUNCATED DOMES ',,11T---OH-'-GCE 111 ~0.°�� Z TRUNCATED DOVES TRUNCATED DONE$ J (Plon View) (Profile) TEMPORARY STIR 229 •MMENsa6s AVE CENTER To OMEN ACSA GENERAL WATER&SEWER CONDmONS FAIrpay O0 2013 26.7 c.r. cL I RIPRAP STR �L231 ® 26.7 C.Y. CL I WRAP OUTFLOW Notes' Notes: CL W 18'• MIN. DEPTH N OUTFLOW E 18" MIN. pEPTH _ 4-48" IL 1. WL7IC SHALL BE SUBJECT TO AISPECRON BY ALBEMARE COUNTY SERVICE ALIHICI6TY(ASCA)1NSPECT025 N W/ UNDERLYING F.F. - �48" W/UNDERLYING FS N () 92.5 do I THE MAMMON ALLOWABLE 4DEWALI(AM CURB RAMP CROSS SLOPES SHALL BE 2A(II MIN.). 1.THE MA%IHUN ALLOWABLE SOEWALK AND CURB RAMP CRO55 ROPES SHALL BE 2f1(TX LAIN). Q 7{E CONTRACTOR NIL BE RESPOASIBII FOR NOTIFYING TIE PROPER SERVICE AUTINXSTY GALS AT Q 92 S CFB la2 THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5,2 2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5TL } W TIE START Or THE AMC 10 3.THE MAXIMUM ALLOWABLE SLOPE Cr ACCESSIBLL ROUTE CURB RAMPS SHALL B.OS 1.THE MAXIMUM ALLOWABLE SLOPE OF AC'[FcasT ROUTE CUB RAMPS SHALL BE&0S Cn(R rL 2 THE LOCATION CF EXIS7MC DRUPES ACROSS THE LINE OF THE PROPOSED FAYO'ARE NOT AECESSAPoLY 4.A MINMLM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 4.A MINNOW OF 3 FEET CLEAR SHALL E MAINTAINED AT ANY PERMANENT OBSTACLE IN v 910MN ON TIE PLANS AND WERE SHOWN ARE ONLY APPROXNATEIT CORRECT. THE CONTRACTOR SHALL APRON LENGTH = 24' APRON LENGTH = 24' AC®BLE ROUTE(I.E,HYDRANTS,UTILITY POLES.TREE was,SIGN$ETC.). ACCESSBLE ROUTE(LE..HYDRANTS UTUTY POLLS.TREE WELLS.SIGNS ETC). I/1 S QV HIS OWN MTIAMIf LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS AECESSARY. 5.CURB TREATMENT VARIEs,SEE PLANS FOR CURB TYPE 5.CURB TREATMENT VANES SEE PLANS FOR CURB TYPE Vj•E/ (gQE S ALL MATERIALS AND CONSTRUCTIN SOUL COMPLY NM ME CURRENT EDITION OF INE GENERAL WATERB.RAMP,CURE AND ADJACENT PAVEMENTS SHALL BE GRADED 70 PREVENT PONDING 6.RAMP,CURB.AM ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. J N. L- AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALEAMRLE COUNTY SERVICE AUTHORITY. ROAD CLASSIFICATION SCHEDULE 7.TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 7.TPICAL SIDEWALK SECBCN FOR RAMP SECTION CONSTRUCTION. N E DESIGN PAVEMENT B.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN NDTI(EXCLUDING CURSING)A Si A C &WHERE ACCESSIBLE RRTTES ARE LESS THAN 5'IN WIDTH(EXCLUDING CURBING)A 5'A 5' O ROAD NAMEPAVEMENT THICKNESS FUNCTIONAL PANG AREA SHALL BE PROMDED AT INTERVALS NOT TO EXCEED 2D0 FEET. PASSNC AREA SHALL BE PROADED AT INTERVALS NOT TO EXCEED 200 FEET. J 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL RRJt IOU SURVEY. STATION VPD CLASSIF1CATON SPEED WIDTH(A) $M-9.S 8M-2S.O 218 B.EUNNATE CURBING AT RAMP WHERE Ti ABUTS ROADWAY,EXCEPT WHERE VERTICAL CURBING IS 9.ELIMINATE CURBING AT RAMP(OTHER THAN VERTICAL CUIBNG.WHICH SHALL E 5E7 FLUSH) U Si IHE CONTRACTOR SHALL BE RES'WSBLE FOR NOTFYNG'MISS U11UTr(1-BOI}Y2-7001). INDICATED CN THE DRAWINGS TOE INSTALLED AND SET FLUSH. WHERE IT ABUTS ROADWAY. M O Q TO.DETECTABLE WARNINGS SHALL CONTRAST V6UALLY WITH ADJOINING SURFACES. 10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJONING SURFACES. V/ 6. ALL WATER AND SEAR PIPES SHALL HAVE A INCLUDES OF 3 FEET HTFANT L ASASERV/FROM TIE TOP OF GOLF VIEW DRIVE 21+47- 25+04 25 mph 350 32' 1-i 2 3" 6" LOCAL Z H1PE, THE CENTERLINE OF PPE THE R117.I1DES ALL FRE HYDRANT ONES.gRMCE LATERALS P /" AND RATER LAAES ETC ORION LANE 10+00- 14+60 25 mph 1,750 32' 1-1/2" 4' B" LOCAL O J O 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADIE STOWS FENNEL ROAD 10+00- 12+66 15 mph 160 16' 1-1/2" 2-1/2" 6' LOCAL /E� B. VALVES ON DEADEVD LINES SHALL BE RODEO TO PRONDE ADEQUATE RESTRAOIT FOR THE VALVE DURING OLDHAM DRIVE 10+00- 12+82 15 mph 90 16' 1-1/2" 2-1/2' 6" LOCAL L±Q m A++ cc FUTURE EXTENS OF WE V OV LPIE 9. TREES ARE NOT PERMTTED NI TEE ACSA EASEMENT IY qqq �E F 10.THE CONTRACTOR SHALL BE RES'GNSELE TO COMPLY NTH THE NO-LEAD REGULATIUM REGARDING BRASS v' PTIINOS EPEE-CITE JANUARY CIA 2014(SENATE SILL 3874,WH1w MORPES TIE SAFE DRINKING WATER ACT). '1- 4 0 j.C� 61'R-0-W L 24'PRIVATE R/W U m DOSING PAVEMENT I PROPOSED PAVEMENT ,� R` II' .1 _ 1 1 TONNE NT Cf DOSING SAM]IT TFLROUGT! R/W 4"7W0 �' YWT SFD �(RSAD� SURFACE 4'J(XD PSI R,N R/W ROLL10P 4' SURFACE ROLLTLP o/E SURFACE COURSE 12' DOSING SURFACE CORPSE *Et_3. CONCETE Y0CC SYD CREc7E'IE 1 .=.t r,i i CUB CURB f'fA CC-B SM-9.5 CC-6 3 J.7 -9.5 3 1 21G � 1/4'1' 1 4:1' 2% TIE 1' 1/4":1' -.• ' .+ - ..__ - - -- PROPOSED SURFACE COARSE Pt4� ) - -�. ... -: .:>".•...- / 3. W+ 3 �- / AO, /i��" "" 3• 4 SOOT 21A - 4'VDm 21A 1 f 1_ F TP7g4pIATE ASPHAL SIRE BASE STONE BA U 4'UD-4 �. SUB-BASE T 21A STONE BASE BASE SUB-BASE UMERORAIN ACAREGATE(2IA) 4"UD-4 _ LNDERDRAN S7()NE BASE BM-25 AGREEWTE(ZIA) q�µ � 1' S' T 5 7 2' 3' 3 5' P 1' I' 7 B. 8' 7 1' 1' BENCHED PAVE7IEN A CONCRETE • 8'P 'PNG B' 1B TO' B' CONCRETE 8053 .CENT W/A9PH. , SIDEWALK $REP 0.5 PAPo0116 LANE TRAVEL LANE TRAWL LANE PAPoONG LANE 0'!i B SF NG 90EWA11( \FACE 6 FACE Q TACK COAT Z" JCS• - 30.5, CURB WRB NOTE PROPOSED PAVEMENT MUST TYPICAL SECTION TYPICAL SECTION )TIE IN MIN DOSING PAVEMENT GOLF VIEW DRIVE&ORION LANE FENNEL ROAD&OLDHAM DRIVE SHEET PAVEMENT JOINT DETAIL N.T.S N.T.S. •INTERMEDIATE PARIONO ALONG BOTH SIDES OF THE ROAD• 2 11/14 1 1 Instrument Control Number 0221.27 Commonwealth of Virginia Land Record Instruments ��ijl>�r{iJ1�j�r{� Cover Sheet - Form A a r1 1111! I��i'���ij�ij1j��1jj���lf��f��,Jt(t+) `)f+J`1 )t1jrrJf+J1JJ 1 JJJJ 1 ao ID. 000 I�+�l�f�l il��l�+1111I�1��1�11�1 Recorded: 12 9015014022 -Fri lit Fee Amt: $3 2/8:.) Pa a t i 2 :36�28 AT1 ILS VLR Cover Sheet Agent 1.0.83 Albemarle Count Ae 1 °f 22 [ILS Itarshallr�leAk Circuit Court T C Date of Instrument: [12/8/2004 ] 86 PG134` 1 55 A 0 Instrument Type; [PM ] X R P E Number of Parcels [ 1 ] X Number of Pages [ 1 ] E (Box for Deed Stamp Only) M City ___ County 7, [Albemarle County ] P First and Second Grantors T Last Name First Name Middle Name or Initial Suffix [March Mountain Propert ] [ ] [ ] [ ] _ [ ] [ ] [ ] [ ] First and Second Grantees Last Name First Name L Middle Name or Initial Suffix I [ 117 [March Mountain Propert ] [ ] [ ] I ] UCi [ ] [ ] [ I ] Grantee Address (Name) [March Mountain Properties LLC ] (Address 1) [800 East Jefferson Street ] (Address 2) [ ] (City, State,Zip) [Charlottesville ] [VA ] [22902 ] Consideration [0.00 ] Existing Debt[0.00 ] Assumption Balance [0.00 ] Prior Instr. Recorded at: City FT County [ ] Percent. in this Juris. [ 100] Book [ ] Page [ ] Instr. No [ ] Parcel Identification No (PIN) [05500-00-00-07100 ] Tax Map Num. (if different than PIN) [05500-00-00-07100 ] Short Property Description [Upper Ballard Field - Old Trail Subdivision ] [ ] Current Property Address (Address 1) [ ] (Address 2) [ ] (City, State,Zip) [ ] [ ] [ ] Instrument Prepared By [McGuireWoods LLP ] Recording Paid for By [McGuireWoods LLP ] Return Recording To (Name) [McGuireWoods LLP ] (Address 1) [ ] (Address 2) [ ] (City, State,Zip) [ ] [ ] [ ] Customer Case ID [ ] [ ] [ [ Cover Sheet Page # 1 of 1 INIIIIIII ,, Albemarle County A Portion of Tax Map 55-71 PREPARED BY: McGuireWoods, LIT CERTIFICATE OF PLAT There is recorded herewith the attached plat containing nineteen (19) sheets regarding property owned by the undersigned located in Albemarle County, Virginia, entitled "Upper Ballard Field & Old Trail Drive, From: State Route 691 (Jarman's Gap Road) To: U.S. Route 250 (Rockfish Gap Turnpike), White Hall District, Albemarle County, Virginia" dated December 6, 2004 prepared by Timmons Group. WITNESS the following signature and seal: MARCH MOUNTAIN PROPERTIES, L.L.C. a Virginia limited liability company By: (SEAL) ylon T. Beights, Manager COMMONWEALTH OF VIRGINIA COUNTY OF ALBEMARLE; to wit: The foregoing instrument was acknowledged before me this day of December 2004 by Gaylon T. Beights, as Manager of March Mountain Properties, L.L.C., a Virginia limited liability company. My commission expires: onc 30 ZOO(P Notary Public 1\RE:A\236I 63.2 A i STATEMENT OF CONSENT TO DIVISION: COMMONWEALTH OF VIRGINIA 1 .1,RA"oi'c Ia THE DIVISION OF LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND IN 1 CROZET ACCORDANCE WITH THE DESIRE OF THE UNDERS'GNED OWNERS, PROPRIETORS AND (,0•..ri4L[ OF Aa.8L.Y1�• TRUSTEES. ANY REFERENCE TO FUTURE POTENTIAL DEVELOPMENT IS TO BE DEEMED AS J TO WIT: .-�Gyygti sg� THEORETICAL ONLY. ALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND CORRECT ���jj ti •:H+ +� TO THE BEST OF MY KNOWLFDGF. I,Tt'ihif;A A .2,6 b A NOTARY PUBLIC IN AND FOR THE E (PRINT NALNE; S, O1VEN UNDER OUR HANDS AND SEALS THIS 7144 DAY OF , 2004 �I -I /� 40 L..f4,/1}�{ OF 1`,<tbt/F7</iG COMMONWEALTH OF VIRGINIA, �___— t s�. �\ <4 �y -t2 . DO HEREBY CERTIFY THAT: �� FF�, �` n "_"�. (PR NT NAME')MARCH NOUN TAN PR RUES, L.L.C. eAdrle5 H• Ewe S.Y.T B4 Q tCWr�l �/ (PRINT NAu )TRUSTEE FOR BANK OF AMERICA b ���,�Y �-t SAP. WHOSE NAME IS SIGNED TO THE SUBDIVISION CERTIFICATE HAS 5 OaA�C BROwri`S✓���E Gk � by- eAl 5_1,P. ACKNOWLEDGED HE SAME BEFORE ME IN MY ens AND E.S. I:1'00 J.T. (PRINT NAME)TRUSTEE FOR BANK OF AMERICA COMMONWEALTH AFORESAID ^� rTo wArive RO SH ,,SAP yENLEY` TQ_w' r• GIVEN UNDER MY HAND AND SEAL THIS 7t` DAY OF Zeea1tber' 2004 IV ROTURN?I�cE 8 M.S. 1 Cv1iLE l T,ON��� ABLEMMAARLE �1 faL(i�ar LTG AF •vr,Rs tort•... ( NAME(COUNTY OFLBEMARLE DESIGNATED AGENT NOTARY PUBLIC MY COMMISSION EXPIRES 110 �� st�� PRINT NAM NOTES: (UPPER BALLARD FIELD) COMMONWEALTH OF VIRGINIA OWNER: MARCH MOUNTAIN PROPERTIES. L.L.C. T) CI arT+7�it MAP it S _ i TAX MAP PARCEL 55-71 (IN PART) Y 1 N J 1 C.{ OF 1S.r 11��LILEVELSCALE 1" = 3000' O WIT: ZONING: R-1, BONUS CLUSTER DEVELOPMENT DENSITY: 43 LOTS / 42.212 ACRES = 1.02 DU/ACRE NOTES: (OLD TRAIL DRIVE) L'Ittipaigkisik NOTARY PUBLIC IN ANC FOR THE (GROSS DENSITY ALLOWED: 1.067 DU/ACRE) OWNER: MARCH MOJNTAIN PROPERTIES, L.L.C. 4 i ,PRINT NAME, MINIMUM LOT SIZE 20,000 SO. T. (25% OPEN SPACE RESERVED) pp� � {{{{__� ALL LOTS ARE SERVED BY AN INTERNAL ROAD SYSTEM WHICH IS THE TAX MAP PARCEL: 56-176 (iN PART), 56-1781 {IN PART), 55-83 (IN PART) OF l.Il�lvYtG ���COMMONWEALTH OF VIRGINIA, SOLE ACCESS TO THE EXISTING STATE MAINTAINED ROAD SYSTEM 56-14 QN PART), 55-71 (IN PART), 55 71 (IN PART)• (10% BONUS DENSITY FACTOR) 55-72N3 (N PART). AND 55-72E THROUGH N (IN PART) DO H . BY CERTIFY THAT: USE: RESIDENTIAL ZONING; R-1, RA, R-6, AND R-2 TOTAL AREA 42.212 ACRES USE: RIGHT OF WAY DEDICATION �{7 � rj, AREA IN PUBLIC RIGHT OF WAY: 3.419 ACRES `� TOTAL AREA: 7.670 ACRES (PRINT NAME)MACH MOUNT PROPERTIES, C.L.C. AREA IN PRIVA 24.318ALLEY: RES ACRES AREA IN PUBLIC RIGHT OF WAY: 7.670 ACRES AREA IN LOTS: ACRES WHOSE NAME IS SIGNED TO THE SUBDIVISION CERTIFICATE HAS AREA IN OPEN SPACE: 13.910 ACRES DRAINAGE: CURB & GUTTER AND ROADSIDE DITCHES {ty AND SEWER: ALBEMARLE COUNTY SYSTEM DEVELOPER: MARCH MOUNTAIN PROPERTIES, L.L.C. ACKNOWLEDGED THE SAME BEFORE ME IN MY C. AI WATER: ALEN ARLE COUNTY SYSTEM THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN COMMONWEALTH AFORESAID DRAINAGE: CURB & GUTTER AND ROADSIDE DITCHES ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF DEVELOPER: MARCH MOUNTAIN PROPERTIES, L.LC. ALBEMARLE COUNTY. GIVE NDER MY !HAD AND SEAL THIS i DAY OF 2004THIS PROPERTY IS LOCATED IN ZONES 'A' & 'C' AS SHOWN ON LOTS 33 THROUGH 43 SHALL ONLY HAVE ACCESS TO AND FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBERS THE 24' ALLEY RIGHT OF WAY. 5:00060180 B AND 51 0006 01 90 B. i, -� ALL STREETS AS SHOWN HEREON ARE HERESY DEDICATED TO DURING THE PROCESS OF OUR PHYSICAL PERIMETER SURVEY NO INDICATION 0 RY PUBLIC MY COMMISSION EXPIRES PUBLIC USE. UNLESS OTHERWISE NOTED. OF A CEMETERY WAS FOUND. NO FURTHER INSPECTION OF THIS PROPERTY THIS PROPERTY IS LOCATED IN THE SOUTH FORK RIVANNA HAS BEEN MADE FOR POSSIBLE CEMETERIES. WATERSHED DISTRICT. ALL PROPOSED UTILITY. DRAINAGE AND SLOPE EASEMENTS SHOWN HEREON SOURCE OF TITLE THE ALLEY R/W AS SHOWN HEREON WILL BE RETAINED 8Y THE ARE DEDICATED FOR PUBLIC USE_ HOUEOWNER'S ASSOCIATION. 1 n THE PROPERTY EMBRACED WITHIN THE LIMITS OF THIS SUBDIV1SON WAS CONVEYED EACH LOT SHOWN HEREON HAS THE REQUIRED BUILDING SITE. UPPER BALLARD FIELD MARCH MOUNTAIN PROPERTIES, LLC.. A VIRGINIA UMITED UABIUTY COMPANY FROM p� MARCH MOUNTAIN. LLC., A VIRGINIA UNITED UABILITY COMPANY BY DEED DATED THE STREAM BUlFEKS SHOWN HEREON SHALL BE MANAGED IN St JUNE 3, 2002 IN DEED BOOK 2233 PG. 389. AS RECORDED IN THE ClERK'S ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF OFFICE. aRc1JIT COURT, ALBEMARLE COUNTY. VIRGINIA ,e I ALBEMARLE COUNTY. OLD TRAIL DRIVE ' J(lt THIS PROPERTY IS LOCATED IN ZONES 'A' & 'C' AS SHOWN ON FROM: STATE ROUTE691 (JARMAN'S GAP ROAD) TIMMONS GROUP 5100050113000 B ANDA 55110E RATE 0006 190 8 COMMUNITY PANEL NUMBERS T0: U.S.ROUTE 250(ROCKFISH GAP TURNPIKE) DURING THE PROCESS OF OUR PHYSICAL PERIMETER SURVEY NO INDICATION WHITE H1ALL DISTRICT ALBEMARLE COUNTY,VIRGINIA OF A CEMETERY WAS FOUND. NO FURTHER INSPECTION OF THIS PROPERTY SURVEYOR'S CERTIFICATE HAS BEEN MADE FOR POSSIBLE CEMETERIES. ,mom.. I , ( ,weg •TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE ALL LOTS COMPLY WITH CHAPTER 18 OF THE ALBEMARLE COUNTY CODE. �i/t- �H Op l •. �� THIS DRAWING PREPAe7E0 Al THE REQUIREMENTS AS SET FORTH IN THE ORDINANCE FOR APPROVING ALL PROPOSED UTILITY. DRAINAGE AND SLOPE EA'MFNTS SHOWN HEREON •Z It-G•Of BRA!uCHfYAYQFFICE n4oP8bdnaescauerOlve PLATS OF SUBDIVISIONS FOR RECORDATION IN ALBEMARLE COUNTY, ARE DEDICATED FOR PUBLIC USE. 0 n H TM SI1 x" TIMMONS GROUP Ridnlan¢,VA 23236 VIRGINIA, HAVE BEEN COMPLIED AWTH. ALL MONUMENTS WILL BE THE 20' WATERLINE EASEMENT SHOWN HEREON SHALL BE CENTERED ON THE X Z TEL 664.414.1110 I FAX MS.794.2845 YOUR VISION ACHIEVED THROIYGN OURS_ rm..Pmmonls.am SET BY JUKE 6. 2006. AS-BUILT LOCATION OFALL WATERLINE. HYDRANTS. METERS, AND VALVES J i 2301 a gate•••••••=d lA•NANI4l l tr.AamuNsrei uctwokv+ qt AND DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. Nt DATE: DECEMBER 6,2004 SURVEYS: HTS CAL CHK: HTSG THE 20' SANITARY SEWER EASEMENT SHOWN HEREON SHALL BE CENTERED DATE: AS SHOWN DRAWN BY:J.ADAMS UTILITIES:SC -� 11MMON5 OUP ON THE AS-BUILT LOCATION OF ALL SEWER LINES AND MANHOLES AND g DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. SHEET 1 OF:9 3.N.: 66311 . i 1 JACKIE B. SHIFFLETT TAX PARCE_ /SEE DETAIL 'A" J-Q.Q�A AD1011VERS D.B. 1949 PG. 149 55--71 __ \ /9T �c$' TAX MAP 55-7B 3.67 AC RESIDUAL IN / SHEET 3 / Sro72a,. r4`. C,4p.�g 12 79 Q TAX P ARC E 5 �f' �� 'i Mi U?�' D.Q�j 0 © ti It ALONG NORTH SANK THIS AREA / 55-72C C?� ROE' to- S9>� OLD TRAM CREEKSIDE. LLC PROPERTY LARRY WAYNE RYALLS LOT 15, FINAL PLAT OF UCKINCHO.f CREEK /�� / 55-72E TiROUG.i n. 3 /� Ct3 i27s D.B. 2764 PG. 271 MAINTENANCE SERVICES AND LORA S. RYALLS WHITE OAKS R FROM L98 TO L112 L703 ��55-12M1. 55 72N1, S ® rJ / TAX MAP 55-75 D.B. 2598 PG. 543 D.S 1624 PG. 96 0-8. 1204 PG. 94 ci �5 t0i 7 104 106�AND 55-72N3 9 ``i5rl LOT B, D.B. 2541 PG. 90 7AX MAP 56-5 lAX MAP 56 14T L10• 101- L A g 2 01 LID / .� ,1 ® TAX MAP 55-7031i8L99 1 • L1C9 \ (Q �O/C6 / RANDCLPH F. GAMS, JR. O 20 L98 L110 ti AND IIN,OA SUE DAVIS13 LOT 1, FINAL PLAT a 306EP.T L. BARRETT et" S ! iipprz. /�\ r/ D.B. 1018 PG. 468 PROPERTY AND RUTH A. BARRETTWHITE OAKS RICHARp M. BRAND7 AND h ��,l ir•Q TAX MAP 55-726 MAIN EN4lJCE SERVICES D.B. 827 PG. 723 0.6. 1204 PG. 94 MATTIC= F. BRANDT v !i L38 a \)/ © �vP TAX MAP 56-11A TAX MAP 56-14D D.B. 2832 PG. 2802 TAX �8,4 55-790 PG. 257 ` �5354$ g833?. 9 zrLl7 ife. ,�` RANDOLPHOF. DAYS LOTTAX MA?255�70g 50o i D.e. 2129UPPER BALLARD FIFLD� Ax PARCE_ 55-77 07 f � .1 �4 I AND CORIS S. DAVIS 14 ROBERT L. CLARK AND PARCEL "A" • 127.211 AC. BEFORE DIVISION r�i p D.B. 2048 PG. 5' FINAL PLAT, WHITE OAKS !a SEE SHEETS i1 - 18 ` C!q �; TAX MAP 55-73A THOMAS E. LULL VIVIAN CARO_ CLARK 0_8, 1204 PG. 94 1 975 AC. R/W AND NELDA C. LULL 0.3. 2729 PG. 530 TAX MAP 56-14E L20 42.212 UPPER BALLARD FIELDTax MAP 56-118 0 G 83.02s AC. TOTAL RESIDUE LS �7 01 D.B. 813 PG. 556 PETER S. GOLD AND r- C `�� 1 LOT 1 30 REBECCA S. GOLD m 1. TAX PARCEL MARCH MOUNTAIN 22 D.B. 1768 PG. 388 y ti 55-71 PROPERTIES. LLC SUBOINStOr: OF JOHN P. PATTERSON AND TAX MAP 55-62A 7� 64 401 AC. REA PROPERTY LCT 10 DUANE H. ZOBRIST AND D.B. 2233 PC. 389 THERESA H. PATTERSON 315ON �sS�`'%, gpex THIS AREA SHARON A ZOBRIST TAX PARCEL 55-72A D.B. 17 PG. 1- FINAL PLAT D.B. 1809 PG. 315 TAX MAP 55C-1-1 WHITE OAKS TAX MAP 55-104A1 Fe s 3. O D.B. 1671 PG. 606 r v,• *. ? SURVEY TAx MAP 56-12 OS D.B. 1204 C. 94 ...S. TIE LINE 15 TAX MAP 56-14N O (�,^` ET Op MARK R. TRIPLET' AND 1 J AX PARCEL N � �� 2s6 \ 4,R'� L AND AWSON W. LOT 2 23 v(_UAM M. PATTERSON ............ CI> 76 55-83 8j0j0 /�0 4�`' F- 6 ,;•\ '� 4 ✓ THOMPSON-TRIPLETT SUBDIVISION OF AND JEAN M. PATTERSON MARCH MOUNTAIN • 346'.89' 6"p / �3i���O C� us ,s• i/v. \ G it-!o O¢ �� C g 1743 P . 511 REA PROPERTY LOT it, FINAL PLAT D 8. 353 PG. 597 PROPERTIES. L.L.C. Il `r �@�10 \ §H TROT STSPBSl6ONWHITE OAKS TAX MAP 55-70G D.B. 317 PG. 107 TAX MAP 55-104A ��2 1 �F t le Cy CD.B. 1204 PG. 94 D.B. 2293 PG. t .z �y. � 'c -4- >I V'40Y�� o N0. 2 O TAX MAP 55C-1-2 TAX MAP 56-14P TAx MaP 55-103F e., p TAX PARCEL--------- LA '�Ra °C st �R c� fit a 6 3 TAX PARCEL 55-83 55-71 �) S6�Sq / JAMES H. EWELL AND 16: 24 W.J. KIRTLEY, JR. AND a 196.69 AC. BEFORE DIVISION �4.95 AC. ,'S \3�\ 7.3 /ry 0.07 AC. R/W .Q, RESIDUAL 1N 01. 0 Ip5 ? ` ELLEN L. EWPG. 1 WEATHER HILLBRUCE W. KIRTLEY LOT 12, FINAL PLAT '1 MINUS OUT 0.0: ACRE TO BE THIS AREA �yS y1 ,:;:-:3 � r I gs� F SLR D.B. 1640 PG. 131 HOMES, LTD. WHITE OAKS 0.6. 1803 PG. 140 o ADDED TO TAX PARCEL 56-17Bt pp, �s 2> , TIE LINE TAX MAP 55-70G7 D.B. 2674 PG. 208 TAX MAP 55-?03A o (TRIANGULARHE CAD TH!EREFOR$7 OF �, ipl+� �'�a�l �CIFI�y s �\- ` TAX 1204 PG. 94 TAX MAP 55-89 TAX MAP 56-140 `' 196.61 AC. RESIDUE ' 3 A `�� ° `� v trt Tax PARCEL CICF Ohc yya' L53 O 17 2 33 `� �i3 �a ,0 97 72± AC RF r (CE OF CREEK CLAUDE H. SAJL O © BRUCF W. KIRTLEY AND 7v, r p 70 RESIDUAL 1N rr7 TO CORNER) D.8. 617 PG. 519 WEATHER HR_L LOI 13, FINAL PLAT KREATIVE KONCEPTS, LLC TAX PARCEL THIS AREA `'� CAROLYN J. ROSENBLUM AND TAX MAP 55-70F HOMES. LTD. w1-ITE OAKS C.B. 1910 PG. 199 PARENT TRACT 56-14 q o ` < D.B. 2674 PG. 208 �-- 29.22 AC rp �' rn JOHN W.E 02479 LPG 609 SEES O TAX MAP 55-9 QAX MAP 56-14R TAX MAP 55-:03C r U RESIDUAL IN 9,'^ c) VI �.T TAX MAP 56-1401 8 U 496.64E ACRES ` om THIS AREA G CA \� ^ s O7 CLAUDE H. SAU•L & 18 26 34 L g PATRICIA C. SAUI 7HOMAS J GOEKE \ .�wHIFIN TL OAK D.B. 601 PG. 478 LORA S. RYALLS LOT 14, FINAL PLAT AND LUCY GOEKE TAX PARCEL 56-ta J WHITE OAKS W.B. 97 PG. 44O WHITE OAKS D.B. 1204 PG. 94 TAX MAP 55-70D D.B. 2733 PG. 321 S>s�j 129.41± AC. BEFORE DIVISION r �_ TAX MAP 56-14M TAX MAP 56-8A D.B. 1204 PG. 94 TAX MAP 55-103 SEE LINE AND CURVE 7SBq al'F 2.47 AC R/W - ._.� 90 TAX MAP 56-145 •72. ` t26.94t AC. RESIDUE / NANCY SLOAN LAWSON !F TABLES ON SHEET 3 OF 19 2S s> �® ®r+3 \ D.B. 844 PG. 330 >?. 6,15• Jr ® TAX MAP 55-70C COMPILED PLAT OF THE PARENT TRACT l302 s. ?0?c's°F ( 4;6 1a UPPER BALLARD FIELD TAX PARCEL 56-1731 h l ROE CLYDE ALLEN AND 16.17 AC. 3EFORE DIVISION > ` SEE LIA FARTHING ALLEN C_ le 1_00 r c R/W oo �6 �•• 6s L84 DETAIL 'B' / D.B. 1559 PC. 372 GX �� ADD iN 0 01 ACRE FROM TAX PARCEL v h 1212 55-83 (TRIANGULAR PIECE EAST OF S�p04t� SHEET 3 , TAX MAP 55-70A1 OLD TRAIL DRIVE h 15.13 AC. RESIQU THE ROAD); THEREFOREO.76 AC. EAST ^ j vt�o0E0 63(�Q. JORDAN DEVELOPNEN T tt , ( ``o o FO soS )q CORPORATION O FROM:STATE ROUTE 691 (JARMAN S GAP ROAD) OF THE ROAD AND 4.42 AC. WES. !•a A 5 ^ 45 .4 SO r A D.B. 651 PG. 147 m JOHN E. RUSSELL AND OF THE ROAD) V •10 a k aSA'T)4RC TAx NAP 56-14C MAR Tr1A A. RU 'I I TO: U.S. ROUTE 250 (ROCKFISH GAP TURNPIKE) c� °� - • o 't- FO C D.B. 2572 PG. 639 - " LTo -)c Ito <"' " COUNTY aG(>IOOOOL BOARDS6�� \ TAX MAP 55-7062 WHITE HALL.DISTRICT ALBEMARL.E COUNTY,VIR61NIA TAX MAP 56-17A rsm,aA I CARanNA I �,cA R Cosi TAX PARCEL� h •• SEE DETAIL C L835_aE TAX PARCEL 56-173 •� THIS DRAWING PREPARED AT THE SHEETS \ SS-705 "J� Lt18 -. 6.58 AC. 9EFORE D,ViS.Dii •• • SRANQnMAYOFFIC> '�� L5 a S8T'29.55`w r L117 ,_, _ I 0.53 AC. R/h lis Richmond,vwx3as6 P ALONG OF DRIVEaieeft, 2 I v m 7 .'' 6.05 AC. RESIDUE (3.46 •C. =AST GRAPHIC sCAL E ( , Center Dave 687.11• N 1 Cr THE ROAD AND 2.59 AC. %ES- TIMMONS GROUP m - c rr O ,m YOUR Y7SION ACHIEVED THROUGH OARS. '�804.419.1110 I FAX B04.794.2849 istw a I V f G 7HE Reap) e rn .oao aoo sr a�+r�c pwaswl i,rn+e m.•I T°e".er4T *^"5m runs.mm 300.16' TO THE N r O TAX PARCEL _ m� p HILLSBORO LANE 11.11.111 D.3. 2733 PG. 321 L7 S' -1 I 55-104 79620 Y Cs', 94.38' BI�SBtBta DATE: DECFM8t3t 6,2004 SURVEYS: NTS CAL CHK: Km }�� 1 rISX OAP R/YPl1 � L1 1•' 9v 212.80' ~� ( IX FEbT) SCALE: As SHOWN DRAWN BY: ).ADAMIS UTILITIES,SC (as. ft0072 22501 I .nc4 - 500 IL. SHEET 2 OF 19 1.N.:66311 �Q TAX PARCEL 55-72E •'�R�9 Q (� UNE TABLE I UNE TABLE _INE TABLE_ - 3 TAX PARCEL. 55-726 '+, '� TAX PARCEL 55-72J LINE DIRECTION DISTANCE+ UNE DIRECTION DISTANCE UNE BEARING DISTANCE ! 0.66 AC. BEFORE DIVISION ` (?� �Ar sy4A�. , 0.53 AC. BEFORE DIVSION I 0.842 AC. BIN R/WORE DIVISION Li SZ5'42'00"W 1416.71' ` LBO N63'3T1'0"E 217.78' _ L106 641'32'18"E 73.05' 0.21 AC. IN R/W to C 0.07 AC. IN R/W 0.23 AC. IN R/W L69 '. Soo"904'35"E 106.33' I L407_ 55812'38"E 75.95' • / 0- '�AL2 N10.03'46 W 518.59' 0.45 RESIDUE / �g NTH Off 6�p 0.4$ RESIDUE 0.6' RESIDUE L70 - ' ,,' 30 Ni- c• lc'1 Tag% 9d 4 TAX PARCEL 55-72H L3 581 29'S5'W 261.39' i N84'31'3B"E 107.13' L1C8_ S81'33'25�"E 49.93' IO TAX PARCEL 55-72F /r_ L3j L4 T .O O 1 0.53 AC. BEFORE O':VISICN t t` L3 0 72 0.53 AC. BEFORE DIV1S.ON TAX PARCEL 55-72K L4 _ S10'04'OB"E 128.76' L71 N62'03'26"E 132.32' a -09 566'04'S• E I 50.67' _ 0.07 AC. IN R/W / 7, / 2}43,3 STATER MILE r 0.07 AC. IN R/W 0.54 AC. BEFORE DIVISION L5 575'35'18"W 208.9/' _72 N64'596"E i 165.81' . L110 560'10'22"E 69.39' .\ , , R 0 0.08 AC. IN R/w z L73 SOS 23'OS"E 50.00' L111 38'46'0:"E 22Z 60 �� o __ATE 1P OmB RESIDUE L6 509'53'10"E 418.09' , D.45 RESIDUE \, o if? 1s 0.46 RESIDUE L74 581 22'O6'E 22.38' COMBINE TAX PARCELS •8 COMBINE TAX PARCELS G L7 S75'4^^2'00"W 600 6S' L112 546'21'48"E 229.05' SS-77E AND 55-72F �� J �% ?r 55-77G AND 55-72H TAX PARCEL BEFORE DI LB 579.45139"W' 377.70' L75 NI6-39'21"E : 637.22' -L113 51222'01-E 137.35' COa1BINE0 AREA 0.91 AC. 0 �'c, v %� COLIBINEC AREA 0.92 AC. 0.53 AC. DIVISION - L9 N52'38'02"W 203.57 I L76 $8426'26"E 106.7T L114 tv87 S2'S1"E 51.71' o c,2 h� 0.07 AC. IN R/W �O C7.? ^'l 9 . ) v`S ' O5 TAX PARCEL 55-72' 0.45 RESIDUE I,_ L10 _ N86'26'29"W 292.33' i L77 A71.4'.'DD'E 106.17' L115 505'23'44'£ 214.71 , 0.53 AC. BEFORE DIVISION COMBINE TAX PARCELS L1", N2321'48"W 195.29' L78 , S2115'40"W 102.82' L116� 1401'19'50"E 284.40' O ^1.." <rh -� . 0.07 AC. .N R/W 55-77K AND 55-72LL12 N20'11'04"E 335.95' L79 S59'07'28"W 121.26' L'•17 N75'47'5_6'E 226.73'c(. 1. 30 ^�' 4��' 0.46 RESIDUE COMBINED AREA 0,92 AC. L13 y31'3T36'W508,88LBO S32'32'39'W 118.33' L116 i N75'47'S5'E 322.5• ." ?6 vl�8 0 ,? " ••• 1 TAX PARCEL 55-72N3 L14 N53'48'29"W 545.21 L81 N82'4914'W 289.40' L119 N19-3B'49-W 185.87' ® ;Op 7 ~ 3.68 AC. BEFORE DIVISION 9 TAX PARCEL 55-72M L82 N5525''3"W , 289.40' L120 S49'28'04"W 478.02' 0 L15 N07'37'37"W 691.87' ti°��L130.58 AC. BEFORE DIVISION 41 7 9 1. 5 IN R/WWE 0.07 AC. IN R/W L16 N77'47'25"w 127 42' _ I-83 584'5"56`W 86.80' L121 N88'54'51"E 32J3' ti (r?S 3� 1.35 RESIDUE WEST OF R/W - L84 562'C'.'S7"W 13 . 7• L122_ S131Q6'14'E 431.78' 0.51 RESIDUE L17 N70'G3'41'W 91.53' t] 9 c� COMBINE TAX PARCEL 55-721 L18 N152T46"W 348.19' L85 S84'35'26'W 171.96' L123 305'23'44'E 67.73' WITH THE PORTION OF TAX ® TAX PARCEL 55-72N L19 N17'44'36"W ! 591.77' L86 N69'12'28"W 75.62' L124 375'38'33"E 182.15' c°2s LTJ? ^/ -AX PARCEL PARCEL 55-72N3 ON THE I 0.58 AC. BEFORE DINSION L20 N86'22'23'E 469.99' _ L87 563'30'O1"w t05.3T L125� S7530'S4"E 1$4.46' ,� WEST SIDE OF THE R/w 0.07 AC. IN R/W L88 N1312'36''N '3314' L126 N75;30'5a'w 164.30' l�J (r3 0010 v 55-72M" COMBINED AREA 1.81 AC. 1 0.51 RESIDUE L21 N4775'S5"W 439.80' LB9 N1048'28"W 46.47' _127� N75'30'S4"w 184.14' C\^ h TAX PARCEL Eo 7 '' / L22 N171t'32'E 52987' ) 55-72N3 w f L23 N2805'19"E 286.73' L90 N00'32'31'E 50.00' rL128 N75'30'S4'w 183.98' -� o C 24.6 L24 N55'21'45'E 451.06' _ L9? N15'37'31"E 53.00' , r L129 S75'27'07"E _ 193.35' "ti ? TAX PARCEL t l5+ �T3? S72N1 L25 N14.39'23"E 378.94' , L92 N28'15'S0"E ' 54.65' L130~ S75'25'16 E 184.48' `e?T o TAX PARCEL L26 N14-35'33"E 125.36' I L93 N38'12'36"E 51.75' L131 575'29'42"E , 203.20' �a -� t 55-72N3 L8 L27 N14'34'41"E 531.78'^ L94 N40-13'48"E 173.72' L132 N75'2,9'42'W 203.20' 1.73 RESIDUE _28 S74ro0'16"E 59.71' L95 N35'44'40"E Sa.54' L133 N7524'42'W , 203.20' � EAST 0� R/W L134 ! N14'30'18"= 658 2b' lc' 0 L29 S75'S8'44"E 75.72' L96 N16'30'36"E 38.85' 535.95' pL30 578,8'22"E 73.50'• L97 J'.0'4T18"tY 31.81' L135 N18'34'O9`E 298.73' n° ' L31 587 54'Q3"E _ 77.b3' L98 N70'00'54"E _ 99.95' L136 N14'30'18"E 299.52'9_..3 �07"fL32 S84'S2'35"E 75.35' L99 N5324'13"E 55.3Y L137 N75'29'42'W 134.35_C, L33586'S6'40"E56.35' U00N34'41'36"E _ 58.63' L138571'ST41'E24.70'CDETAIL "A• O� L34 518'34'12"W 118.90' L101 J2420'S2'E 120.65' L139 57t'4T41E 24.70' `J (NOT TO SCALc) Py L35 571'57'41"E 124.28' L102 N5219'06"E 158.15' SEE SHEET 2 OF 18 � L37 + S15'27'34"W ' 814.84' L103 N74'33'35-E 51.46' UNE AND CURVE vto 138 589'32'07"E 23.72' L104 S83'48'29"E 65.58' ONLY TABLES FOR -+ L39 N88'54'38'E 488.44' L105 N74'55'29"E 86.23' J SHEETS 2&3 ep L40 N19'53'31"E 92.29' - �� L7 L41 N27-16'17"E _ 494.74' CURVE TABLE DETAIL CC■ L42 N14'34'36"E 409.68' - CURVE RADIUS I LENGTH DELTATANGENT CHORD BEARING CHORD (NOT TO SCALE) L43 S89'36.0rE 29.28' SEE SHEET 2 OF 18 L44 S14-34'34"W _19.64' Cl 40.00'_ 35.37' ,50'40'08" 18.94' _S 59'15'44" w 34.23' L45 S27'04'16"W 495.65' 02 455.00'�111.31' -14'00'59' 55.93' S 88'22'35- E_ 111,03' L46 S19 53'31'w 78.53' C3 505.00' 153.33' 17'23'46' 1 77.26' N 62'59'07- E 152.74' C4 50.00' 74.96'_ 85'54'12` 46.55' $ 62'45'40" E 68.14' L47 N86'18'37'E 478.08' t L48 S10-15'06'W 200.90' } CS 505.00' 27.08' 3'44'21" 13.54' I S 82'54'16" E 27.08' �it,o L49 554'50'22 E 200.00' L50 St0'14'48"W 189.09' UPPER BALLARD FIELD -G"p , L51 S8$'47'04'E 14.98_ C68 `Bg 1_r L72 _ s)' w . I-52 s1014'53"w 1336't OLD TRAIL DRIVE y}+,fa1 1_70 L52 1302.88' SURVEY TIE LINE �t� '� 1.53 502'08'57`E 46'� L54 S40 29'33"W 270.94' FROM: STATE ROUTE 691 (IARMAN`5 GAP ROAD) La7 48 LA4� OAI9S U41r Sc.' L55 506'44'39'W , 320.68' TO: U.S. ROUTE 250 (RO:FISH GAP TURNPIKE) S Lc L76 C3 *� L56 1 S3832'54"E 223.66' 48► L77 Ym L57 51977'23"w 221.31' r WHITE h1ALL DISTRICT AIEMARLE COUNTY,VIRGINIA 'offer C`z> ' S24'49'36'E 375.63' + 1 noauwx. rFsrvuwnca t-"1g 4)1' H OF ` L59 543 45'27'E 210.2D; .���• THIS DRAWlHC-PREPARED ATTNE L6 {8] Q "iL50 S21 1043"W 216.05 . • RR NCHWAY OFFICE r �% 0 SO 12-b o� p� • L61 57430'40"E 38 64' 114oa 5us+r+ess Cer to Drire�,yDETAIL.8' o sff Igyy S ENO= L62 S21'15'33'W 168,07' TIMMONS GROUP .vA 23236 (MOT TO SC.3LE) O HO. 2301 - L63 S84'S4'33"W 231.17' rots1rla�Ao+Ilver1xleouerlouRsTfL 4:riww.1O, FAX 75+.zs+5 $EE$HEFT Z QF 18 J afl '' L64 N85'24'25"W 91.04'' sx� TE: D«el n•tl �tLIT�J( ctraiosy L65 S75 D8'33'W 91.04' DA E: OECEMBER 6,2pp4 SIfRVEYS: H CAL CI<. NTS qd` L66 54821'36'W 148.03' SCALE:AS SHOWN DRAWN BY: DA 4S UITL111E5' SC , L67 N76-35'34`W 464.87' SHEET 3 OF 19 3.N.:66311 i 4 \\---.1 OLD TRAIL DRIVE SHEET LAYOUT INDEX C----sj--) SCALE 1" = 50f,'' WO,g3 ,ARGOA''' VINE NA CC ) '''') ' .1,'; A. N",\ \ s\ c\iicOr 3;;, 009 a,_, , siii.ri Ilic........,\ 01 a) O4:::;/;1111( CO .z, \,.____.-----'-----\ hl ----- SHEET 5 OF Tg /.,g 1 a 2\7:____0 F ilp g c.,401111044 Z. 7)1 UPPER BALLARD FIELD & vlpr OLD TRAIL DRIVE � 'lO7 1 i/ FROM: STATE ROUTE 691 (JARMAN'S GAP ROAD) TO: U.S. ROUTE 250 (ROCKFISH GAP TURNPIKE) WHITE HALL DISTRICT ALBEMARLE COUNTY,VIRGINIA GRAPHIC SCALE ` r'— &II. p b-of we •�� rw�a► I ragas�xkaw I rrtsr verar;A soo o V. soo coy rootRRANCHWAY ?I •. % MIS CRAWAN PREPARED AT THE l a SOT STUMM • • n 11400 BuRness Geer OFFiOrme CE y o 2i0. 23ot •-. TIMMONS GROUP R+ch°iMo,YA23236 ( EN FEET) 0 4.4 o - a YOUR VISION ACitEYEO TE L 804.419.1110 I FAX 804.794.2895 inch a 500 EL �`/] %' sea w�I 4Iteemat ea e!Tec nwwr W W.pnvf4K.00�C1 <(WJ 9 aggi# DATE: DECEMBER 6,2004 SURVEYS: KTS ' CAL CHX:KfS SCALE:AS SHOWN DRAWN BY: 1.ADAMS UTILITIES:SC SKEET 4 OF 19 1.N.:66311 TAX MAP 55-70G l' TAX MAP 55-70G1 f FUTURE DEVELOPEMNT- "BALLARD FIELD" TAX MAP 55-70F +, R07HWELL LANE (15' ROAD) 12' ROAD LINE TABLE t 0 B 331 PG. 383 Li DIRECTION DISTANCE42.64' C , D.8. 260 °G. 269 �� r I r- - t 12' RIOT OF WAY - Li 551'4�'t8 W 42.64' 1. + I 1 { L2 _ 521'21'45"W 33.50' / t ;D.B. 2754 PG. 271 -14 r + l L3 5771.0 20`E _ 23.9b' • r , I 10' UTILITY E MT. o <` TAX MAP 55 72A I (..i._.-.eB. . 399 PG.5sa-�'; ' I `'t\ 11 - La s1z-35'23'w 40.00' �', t l (TYPICAL) 10' UTILITY ESMT_ } L5 , 53$'t2'29"W 72A0' TAX PARCEL 55-72C t ,� t t 1 1 t D.B. 399 PG. 568 cop t 1 L.31 N'27'14'47"E ,�7.88' 1. I r ~ (TYPICAL) z sji;2GItitA 1 '\ , L32 N31'49'49"W 41.54' I r I ; t 14XD S- t +, 1 L34 N78'09'57"W , 28.79' L4. ' LOT 11 LOT 12 t t ', _35 N75'40'19"W 100.02' --�_____-N. t -, + 3 I L 1 _35 N14'34'4'"E _ 3Q.13' J i 1 - - - - -I ''�10' UTILITY ESMT. yea 1� 1t L37 $7400'16"E 59J1' - - _ n r i r , --J t^sn t ; L38 S75'58'44% 75.72' 7 r----__ I t T _ D.B. 399 PG. 568 _f ttt---���1 L39 S7818'22"= 73.50' - 1"-___-� I; I.----- I I 1 I �� (TYPICAL) r ES, , ` t^0 i L40 581'54'O3"= 77.63' ' 10' UTILITY ESMT. I i0' UTILITY ESMT. t-"'--� i0' UTILITY ESMT.•-I� l0' UTILITY ESwT, CLAYTON �+' t, `1 t ` L41 S84'52'35"E 75.36' l D.B. 399 PG. 568 �j-D.B. 399 PG. 568_I 10' UTILITY ESMT. 14-D.B. 399 PG. 568 .s-D.B. 399 PG. 568 MANOR 1 tt I fZi .. t (TYPICAL) I (TYPICAL) �-D.B. 399 PG. 568 (TYPICAL) I (TYPICAL) i L4 1 1 L42 586'S5'4Q'E 56.35' CLAYTON �� LOT 13 ( J t L43 S18'34'12"W 25.66' i PROR7SED I (TYP CAL) I i i I 1 1 1, t MANOR E YARrABLE CLAYTON THE PLAT RECORDED IN D.B. 399 PG. 1 L44 N86'12'05"W 1.0.87' LOT 9 LOT 10 568 CALLS FORA 10' BUILDING SETBACK w t ` t LOT 6 i MANOR II I t 1'o Las yez'1a'2s'w 66,6T O +TIDTH I LOT 8 I I UNE FROM ALL SIDE LINES ON , , t �? 55' SETBACK LINE ,$'f,QP�' LOT 7 LOTS 1 THRRUGH ]3, CLAYTON MANOR t 1, 55' SETBACK LFNE I 55' SETBACK LINE t } r D.B. 399 PG 568 I EA.SKli NIA I D.B. 399 PG. 568 I D.B. 399 PG. 568 J c.,\ 1 1 I Z� o E1 (TYPICAL) .(1----• l:!; - J 1 __ __ __L 0.911 Ac. I /(TYPICAL) (TYPICAL) j `1 '1 `_ v • APPRDX. LOCATION OF t (j p0 �� E2 -'-�_rr� ______T; E3��� - ---- -� r^__- JE4, I , ` � EXISTING XIS er �4 C� �,s I 185.00' 514'30'18"W- tl�'`.rr _ tl y `-1 > 366.00' S 14.30']8" W- I Cl ' n �/-r L7 �17 �7 TT ti ti n _- - - - - - 0LL-1 RAIL 1J1 LI{� �� -(VARIABLE WIDTH R/W) -------E C28 G 5 �t cs E�� \., a I` -- N ta'30'18" E 60 .26' I i C29 L=43.21' i ` i3r cc iY 22' C43 E17 504.04' I I 1 r-I. . _ tE172 C27w - 96 9s�y8 I I I I t EI6 -'_I -_ E177 E176 J i`----- ---_•� 79.0o c} a --- r "t �T-i t 4 FI).r 32. 0' e7 T� -� 1t \ , ��I -T T-- - - a T E370 i p 1ai I �204 I 1 t LOT 4 I 55' SETBACK LiNE� 1 t , ' v ' `+ LOT 1 LOT 3 I 'pRO�IS+�+IJ D.E. B (TYPICAL)568 • EXISTING TEMPORARY t CURVE NOT `26j L��l(j 3'01CLAYTON , f I CLAYTON TURN AROUND ASt 1 TANGENT ` I I MANOR t J MANOR • VARIABLE "MTH LOT 5 SHOWN ON PLAT IN PROPOSED ; 1 t PROPOSED 20' WATERLINE VARIABLE IIIDTH i ; I, 47 ° LOT 2 `' ''� DRAINAGE' LASE�4'EN?'! O.B. 399 PG_ 568 LOT 13 t VARIABLE AI'IDTII EASEMENT t TO BE HEREBY VACATED t a to 1�, D.B. 1a60 PG. taa 1 Qso1 Ac. t TAX PARCELS SLOPE EASEVENT, t f- SLOPE �'ASEdrENI' I ' I D.$. 1460 PG. 146 1 0.591 Ac. t •T /.� t ' 10' UTILITY ESMT. 0.070 Ac. 10' UTlUTY ESMT. 1Q' UrLITY ESMT. 1 • 1 10' UTILITY ESMT--r TO' UTILTY ESMT. 55-72C, t r 4i 1 D.B.D8 1460 PC. 152 I i D.B. 399 PG. 568 +r-D.B. 399 PG. 568 r-D.B- 399 PG. 568 55-72E THROUGH N. 1C' UTILITY ESMT.-�1 t I D.E. 399 PG. 568• I D.B. 394 PG. 568: D.$. 7542 PG. 733 t t TYPICAL + 1 TYPICAL (TYPICAL) 55-72M1, 55-72Nt. D.B. 399 P . 568 t 1 t ti� (TYPICAL) I�' (TYPICAL) 1 I I (TYPICAL)�t , (TYPICAL) I , `"�; D.8. 15a2 PC 683 AND 55-72N3 (TYP.Ca_, t nL L J L L. I1 , L 4 -1________-- - - - - PROPERTY UNE TAX MAP 55-738 I TAX MAP 55-73A - - EASEMENT LINE TABLE EASEMENT UNE TABLE I CURVE TABLE ! TAX MAP 55-72B UPPER BALL RD FIELD ✓BF LINE DIRECTION DISTANCE UNE DIRECTION !DISTANCE I CURVE DELTA RADIUS LENGTH CHORD DIRECTION tA,1-704 El _ Si4'58'37`W . 104.01' E172 N13'05'02"E 1 111,00' CI 7-50'31" 1225,00' 167.66' 167.53' , Si0'35'02"W OLD TRAIL DRIVE - E2 51938'55"W 179.32' " E173 N43'57'32"W 17.00' C2 8330'OT 90.00' 131.69' 120.25' 53515'17"E E3 , S15-49'36"W 403.00' E174 N4378'22-E 25.00' C3 6937'42" 140.00' 170.13' 159.86' S68v1'20'w FROM: STATE ROUTE 691 JARMAN'S GAP ROAD) E4 _ 50725'52"W _ 123.00' E175 _ N10102'24-E 76.00' Cgs 50'26'23" 50.00' _ 44.02' 42.61' NO2'O1'35-E I � V'�H Qf+ 1 TO: U.S. ROUTE 250(ROCKFISH GAP TURNPIKE) E5 Si7`45'41"E 46.00' E176 N12'45'00"E 309.00' C27 7612'32" 62.00' 82.47' 76.52' N14'54'40"E { .1 - -.A p� - Eb 575-29'42"E 73.00' E177 N16'44'06'E 18¢.00' C28 47-14'33'_ 50.00' 41.23' 40-07' ^N2923'39-E O 0 WHITE HALL DISTRICT ALBEMARLE COUNTY,VIRGINIA E7 S571O9'49"E 35.00' E178 N3336'44-E MOO' C29 8'43'55" 1275-00' 194.31' 194.13' NiQ'OS'20'E j A 710T Itx - E8 S12'46'53"w 84.00' E179 N0924'43"E 169.00' ' a I10_ 2a01 'rnemaA I morr.c.acouNA I ''eif17°"11A E9 S73'44'23-w1S"w 29.00' /,ri- s •• THIS DRAWING PREPAREitATTHE ER] 58,927'18"w 95.00' '-` a� - • iAADft77WAY OFfiCJ` 11400 5.5beu Cara Olive E11 72408"1'I 306.00' GRAPHIC SCALE TIMMONS GROUP ibavro :2323236 E167 N37'40'16'£ 218 DO' j re.t o4.419.1110 I FAX 804.794_2545 E168 _ N281�04"E 4-4.00'_ LINE B CURVE TABLES fQ c �° IC .» :+^ THR OUGH vrmv.tinvnorts.aoat I FOR THIS SHEET ONLY maMa �pira.t.o T•_•. . .I tom. �.I T«d. o,E169 N07 44'SS"W 65-00' A DATE: DECEMBER 6,2004 SURVEYS: HTS CAL CHK: HIS - E170 N14'38'48"E 49_00' \ ( IN FECr ) SCALE:AS SHOWN DRAWN BY: J.ADAMS uTILTTTES:SC El 71 N4020'14"E 55.54' t tac6 . 60 it SHEET S OF 19 I.N.:66311 e 2k` CURVE TABLE T'- _ roSnE uNE`tso' 1 11 � 9 CURVE DELTA RAD;US LENGTH C 10Rp DIRECTION z�E79t l ,e`*1 20' W/L E5w1T. L. -� _ ~-, ifs Stirw� ` SED J1'�+ APVRO.Y LOCA^Ox or C4 26.49'16" 867.50' : 406,09' i 402.39' 546'37'07"W ---! N �� �' �(} EX/SMOG C5 RI SEE SHEET E193 `:•• E 4} I tilt wMe7ERY 50y Z� 7{'38'S3" 547. 0' 741.98' 58E-49' S2112'78"W - 19 OF 19 + - f dt 9- __ / " c't FR Ifi Si° g3 4.R�NtP 26 i 2F 56'02' 1482.50'1 671.03' 665.31 T S3C'3 '09"E _ 34 GR ALONG TIE uNE E - • ��✓ R)�c p t c 2. 56'02" 1517.50' 586.87' 6Et.02' N30'35'09"w' K J9 -E-.-pr 2. a E L; Fi C24 ; 77'38'53" 582.50' 789.41' 730.37' N2112'18"E ,- _ - rn 2 70 • -` / / 4"E 165.8 C25 .' 26 49'16' 832.50' 369.71' 366.16' N46'37'0TL - Si~ AE UNE •-- `• ,5' 1.3 n �� PROI�?SED - �<.L. c1s,- -��/, N 24"5'O6~ g16a C3C T4''03` 147 5C' 197.22' 797.07 S28'02 6"E f •VARIABLE AIDTH -- 186.75' 6 •-C797 / o.,--•y s .79;E�r SLOPE EASEMENT 20't ALONG TIE IJNE /.�`.4'/ ��. S zs 2s`- •�_ 0.911 Ac. LINE TABLE `` CR_tK j .Q . / / \8 S7' W` � V „. LINE DIRECTION DISTANCE / ••�' / / E�� \ 204.5-0 ,pt CURVE NOTE �e> £�3Sas� \ -L5 s3312'29'w rx.00' FUTURE DEVELOPMENT `�'•-..� • ' Z / / Y"_ \ \. TANGENT �6� 04 FJ?\ L31 N27'14'47"E 87.88' x �� / ti • �° 0 8 .... BALLARD FIELD" •�. N. a / /pR t1A�$ \ \ �ti' �o `\ ` C? PROPOSED �. o `. 4��y�p • oa° / / -W jD 5$ \ .+'�'. / �. a'" F\ VARIABLE WIDTH o �C�OeFF pa • / / `ICcEi �hT- \ \ +.�' /4, ',�\ DRAINAGE EAS.AVENT PROPt?SED $, '� I `.,,ke sew ze // / TSEe$ti•� ,�+,� , �66` V� ��r �'es 0.087 Ac. 60•IJRAINAGE ``, cF�vr / A o \a . �` Q \ .N.. I 42' 1 EASEMENT E �`.' • / / �1> i'" "99• < `'wry G�� o.051 •Ac. 6� `•.. / / n�L \/ c �.._ \\ �` \ VARIABLE La E E s • ��3�IFIDTH °�� PROPOSED ��i ��,a�y3 9ya�• EASEMENT LINE TABLE \�'ss •�`' `•�� , 0.119 Ac. • fJ�ya� >5'DRAINooE EA• �SE�1lIs'NT/ , o` az• ��y� LINE DIRECTION DISTANCE \ `� %L=170.93' `_ / / Q�ha ������1� 9f E71 5377a'o8'w 306.00' \ ti.j Pig ti w19 Nt 1 VARIABLE IFIDTH' / // / N�$1 J•�t 'lf a E12 i 54816'33"W 98.00' \ O !!!�� "TX) �4o E13 ss1•D2'D3'W 57.00' `- 01_91 ? SLOPE EASEMENT •. 4Ss eA� E14 S54"20'15`W 12_0.00' \ •\~ i��` • . ! 0.067 Ac. // I � •.„_ eye:' i,3 E1S S45'S3'48'w SC3.00' •-.. 4`1� Da i o / / E32-r / t$." l• .., I°o I \,'syE E16 3'54'W 73.00' \\F7s ��f ` t3 E?3�^`, i $4 h • r / 151�y �� ti0� Ao'r an S351 E17 552'46'01"W 183.50' -..1 ,�j £z 4 • �, q E29�" j." -h S��E• `. .. I r o !o n n E18 S42'53'01"E 33.36' C• T B.. at�TE25 `r - r E3i •vim I r r . E19 $0115'59-E 60.82' \\ 4(�� I'll /r g E27 0 1 1 2$205 S� s„ }w /� `.` rr2 f$ r41 i E20 588'44'01"W 20.00' \ £�3}s 1 �6t1,1 .�„� L=15.S1' r �• o 1 4 �0. .�.` 1�i rr H £21 NO115'S9"w 53.22' 4S' L=71.69' 1 I ta'S�'2-< �.` ��r E22 : N42 53'01'W 31.31' FUTURE DEVELOPMENT •.06, . cs r ,�ti •. ,% "BALLARD FIELD" \ WIDTH R/W) E23 53657'17"w 115.92' VARIABLE r $ `. `. �`.� (, rEp E24 S68'58'37"E 34.70' ! 1 E25 ` ��162 Q�- I 24 L=452-96' + i Q.-J.:-��1g�-,$t. ��`` '�v i ;s'�e�C./ •CC S211DL23"w 60.00 ` v!�° / J r �� r11 S 1 ., 4 `- , E26 N68'58'37'W 38.00' PROAOSED / ` o FAT S 6', 1 �` t E27 `1St0'30"W 76.20' VARIABLE A'IDTiI • p�w: • E15g L` >'~^ �J SHEET 15 OF 19) r 6) s�p, i +`�� E28 ss236',9'E 50.30' SLOPE EASEMENT Ers s i UPPER BALLARD FIELD , O ; `-t t E29 52723'41'W 15.00' 0.591 Ac r� ````'0� . y+�`� -�/ /! r J•$ 5. S.• � , E30 Nsx3s,9'w 46.37 / ,,� • / / SEE SHEETS II TO IS ;� 4 , E31 S08'02'50`W , 114.53' � / / • E32 503V9'43'E 96.00' rAROpeR J . / / E33 S23"22'34'E 276.00' LINE • N PROPOSED UPPER BALLARD FIELD E34 536'54'34'E 217_00' /• h l P VARIABLE 1TIDTH 1pF( �� 1 E157 N18'28'38"W 85.54' -•` s DRAINAGE EASEMENT & .i,1. 1110'1 E158 N07.09 41'W 116.00' FT7R71rI55t1FFfGYd1Y ,�•a x SAN s R E4,; 1.912 Ac OLD TRAIL DRIVE 1 E159 N0334'19"E ,8800' _ • SEE SI•E'e: 19 ty�-� � "tH Op E16o N27 05'04^E _ 94 55 ors' 'P �`••• FROM: STATE ROUTE 691(JARMAN'S GAP ROAD) I ^E161 1468•58'37'w 53.45' I.• oc6 .P- .O 1�-4 0¢ ti o G, TO: U.S. ROUTE 250(ROCKFISH GAP TURNPIKE) E162 N3332.10"E 111.00' _ E193 S1716'04"w 58-37' �P 8- 4k- t ' ]a MT S z WHITE HALL DISTRICT ALBEMARLECOUNTY,VIRGINIA ` Et63 N56'O0'42"E 51.00' E194 _, 53614'54`W 144.58' .1. oc• a� E164 N475b'05"E 163.00' E195 N21'34'28"E _ 199.01' •• �' D.$ NO. 2301VIPAZIC{ I I � I E165 N59'18'47"E 143.00' , E196 N66'46'36'W , 20.01' • Z per` o°O. o /'xi itt- A • s '� .j- c� S. THIS DRAWING PREPARED AT THE E166 N4717'12"E 86.00' E197 S21 34'28"W 195.60' ' 3>fa • • BRNO:MAY OFFICE E167 N37'40'16"E 218.00' E198 S44b4'28'W 4994' <' La GRAPHIC SCALE It Caner Drive E188 N04'31.21"E 4E.51' E199 666'34.28'W 193.27' �.• . 1' �, ' pp :., T I M M O N S GROUP R;d„m,d•VA 23136 YOUR VISION AO$IEVED THROUGH OURS TEL 604 419.i 110 I FAX 804.794.2645 E189 N30'40'24`E 135.34' E200 N6634'28`E 1$5.11' 19.1110 I FA. E190 N89'40'36'E 10.78' E201 5570729'E 21.48' a ID �• i tw{,nc.�,dx..1r•w+wgti com I. E191 N20.5.6-06.E - 54.96' g 1 DATE: DEC> 4B 6,2004 SURVEYS:FITS CAL CHK:PITS - Et92 µ66'46'36`W 34.40' • t ,nep - eo [L SCALE:AS SHOWN DRAWN SY:].ADAMS UTILTTTES:SC • SHEET 6 OF 19 3.N.:66311 /-7 \_ i • / / 20' SAN. SF*ER ESMT.--�-- --- -, • -/ N / / • ' • • SEE SHEET ;9 D. 19 PROPOSED ap 83' �RGI / / .7'od Iooa 20 J�Rf1IN.4GE' v "• L EKE&CURVE TABLES •t. • SO7� 40>� _ / / CURVE TABLE - __. _- F'io0e Zone•C" FOR THIS5HEETONLY PROPOSED EAS9 Ac,I T m �oc� 'e :-CURVE DELTA RADIUS LENGTH CHORD DIRECTION \ VARIABLE IYIDTH I ', PROPOSED ra) L°'. / C6 25'56'02" 1482 Sn' 671.03' 665.31' S30-35'09% ACCESS et UTILITY \ , VARIABLE Ar'IDTH CI' F� • cp- / C7 7R'71'1R` 1n17 5n' 468.03' _ 463..91' 533'22'31"E L'A,SEMENI' Z.. F� / 7 CB 1 5'74'71 4R2 co' 346.8T 346.08' S23'54'03"E C.828 An. I I,SLOPE EASEMENT F 90• C21 13'24'21" 1517.50' 35,06' 354.25' N23'54'03"w I 1.960 Ac. �• / / C22 26.21'18" 982.50' 451.93' 447.96' N30'22'31"W PROPOSED PROPOSED C,A°'^°c{2- I e52 �•�� // / C23 25'56'02" 1517.50' 686.87' 681.02' N30.35'09"W 15 DRAINAGE EASEVENT VARIABLE 1®'IDTH �'s•� -�Est 1, \� \ / // C30 7'41'03' 1470.50' , 197.22' _ 197.07' N28'02'16-W 0.038 Ac. SLOPE EASEMENT h i 6'j,.�(.r� v,l ,r T�r`J ,1 D N, C 1 18'54'27' 1029.50' 339.73' _ 338.20' N3405'S7"W _ C.192 Ac. £t85 E--' ,•1 `r0 -i 34 \• �F•0• / / PROPOSEDCB \, '•�� \ / C32 102'27'31" 20.00' 35.76' 31.19' 519'43'33"W VARIABLE FIDTII E``in-. E45 >46 L�2 1` I L . orD •\ / C33 8'52'42" 1470.53' 227.86' 227.63' N39'06'49"W % •ca 91.•.' \.� v / SLOPE EASEMENT / �1 - L= c21 a. F�S\ �� / 0.449 Ac. " v > 1 � L`22.96' �'I 1 9 33. 6 ' F�� •N PROPOSED e°/ A' ' • L�121.99' <r, L-22 \�",/ , --• SEES SHEET EROFS19. PROPOSED VARIABLE AI'IDTH /�/ f 4,`ice_ �Cj (3�' R/'Ir) L=20.0�,.08.35 L-9.39' \` Fe,„ -...,j, �t3/ \ ♦ \,i, VARIABLE 1YIDTX UTILITY e' ACCESS / 'cl'''/- \ -m L26.04" \� +A ki yJ DRAINAGE' EASEMENT ,�°° / ...4 �` c2i �96.' �, � ' �f�47 1`'° `` ��, 37 r EASEMENT /62..°' Lr - '"Et`a2` -�1i..„ e� `� R• 0.083 Ac. 0.626 Ac.� L. r V �� 1 ��a0 �a.l PROPOSED , "�- ' / \'��y y9"\ \F, PROPOSEDj / `J `` �s VARIABLE 1�IDTH i . D i ,.'-' 20•AGL^L'SS' UTILITY 1�ROPOSEDI ( -�s- 3 �2 L�x-25' ` r EASEMIENT 1, \ s\ t SLOPE EASE. ENTry I f�J a5 7VAR/ABLE J 1 ?c 0.670 Ac. \\- .',51 �A i55� Q�, ., __ r4-70 PROPOSED 0.011 Ac. PROPOSED r ApIDTH ti s h J ' \\ .jai r yi o VARIABLE A'IDTH Z "�' AcrESS d' - � s,. ? 5`'i , r , I ZO DRAINAGE\ry� En`� / o 1 I SLOPE EASEMENT La'ASE.>T!E'NT UTILITY �\ 96•\Oe• i W1� c33 6\39 �Y , wr 1^ 0.179 Ac. 3.031 Ac. EASEMENT ` ` > • ''•". 0' AV2, ./ .. O \\ r LId1iT5 OF 0.828 Ac. \ �IgB 6 / n 7 i UPPER BA LARC J P �j \ y ?� �J �`�' cc o'`` .r '' 09 �,�� FIELD SUBDIVISION �a 6145 \ PROPOSED 11 1` PROPOSED n 1 0p \ /�`' ti� E787 �7/..,, `1�3 SEE SHEET 12 ���, 20 DRAINAGE --VARIABLE WD2'H -N x ---- �"` - �° / _..____ _`__ __-- ,-- PROPOSED °_� EASS" 'I '- SLOPS EASEMENT - /3 �s-=--- 7 tom, __--••�4-_ "" VARIA LE 7 02Y1 0.050 Ac. \1.705 Ac. a1 1 ��l �o ' �200 _ 2> S}£VNa ��A.�k 55 ". t1�/--SLOPE EASL'WENT 2 SEE 0. 5SHEEAN T 9ROF 19 ------'/\ \ Ol / 0.296 Ac. E33� r fi G,'g• 230aao Si L=25.OD',k> 1r E139 h'STSt'45"w 20.00' E194 1 53614'54'W 144-58' \ - - 1 N 68' E140 N32'08'15'E 75.70' E195 N2t'34'28'E ! 186't ` • Lf2s`s.e1' a E153 ° PROPOSED vFp ,t 0p E C LG 4 C3 L r~ �EASE�lENT 0�k4 6 SpG eN` E142 N2057'42'W I 97.00' E197 S21'3o'28'W ` 187't }�'Z�/n_af �� L-150.01' LINE 05 ? SSa 40 9? C.15 ,1 60=11 0.026 Ac. 477 £143 N35'08'19'W 94.00' _ E198 $44'04'28'W r 49.94' o� 23.3 yrE144 S78'47'46"W i 113.39' E199 566'34'28'W i 193.27' $ MY SWUM z L3p7 ,cjb�' PROPOSED EASEMENT UNE TABLE E145 N1112'14'W ' 20.00' E200 i N66'34'28"E 185.11'TIE p NO. 2301 s' LINE �-i P OR POSED! VARIABLE FlDTH UNE DIRECTION DISTANCE El46 S_78'47'46"W 106.21' E201 1 55T07.29-E 21.48' U ,off a N18 28'3B'►+29-2fi'f157 _ K VARIABLE 77DTH SLOPE EASE.dlE.NT E33 S23'22'34'E 276.00' E147 N3319'30"W 108.00' E202 504'31'27'w 52.94 -N 18-28 38_�M -------y--- £34 S36'54'34'E 217.00' E148 N44'01'0S'w 161.00' E203 576'58'53'E j_ 42.00' "4mo SLOPE EASEMENT 0.056 Ac. K --- 16S•40 1°�k.* 'y, 0.040 Ac E35 _ Sa5'41'S9'E b0.00' E149 `N37'40'42'w 1 62.00' `..,y • \ t X/,':4 0„O . E36 575'0759'E 1 119.61' E150 S5219".8'W r 49.10'•ui- r f37 s52-+91s-W 74.s7 Ets1 �r374o'42-w j 25.00' UPPER BALLARD FIELD E38 S3323'15'E 56.84' E152_ 55219'18"W 49.10' }� -\ r ��d ti 6~ VARIABLE ArIDTH E39 s4111'10'E 137.00' [153 N2419'46'w� 78.61' '"' tAiiiaJ . rn:�/ �5 DRAINAGE E40 ssslO'Ol E 7s.o0' E154 N2854'S1-1Y # 8051' - OLD TRAIL DRIVE L'A3`EXF.NT E41 539'30'31"E 23.00' £155 S60'45'S0'1Y 22.00' t1 �}� 1.9t2 Ar Eat N09'44'17'E 102.19' E156 N49 2E'13'w 67.00' FROM:STATE ROUTE 691 (JARMAN'S GAP ROAD) 7 `E 31 TO: U.S.ROUTE 250(ROCKFISH GAP TURNPIKE) E43 S8015'43 i5.00' E157 N18 28'38"w 1 85 54' ! O y UPPERILL.4RD FIELD E44 509'44'17"w 119.58" _E182 S661)9.12W I 24.96' • G, E45 S08'21'18'E 145.00' E183 _ S66'09'12'4 23_87' WHITE HALL DISTRICT ALBEM.ARLE COUNTY,VIRGINIA r � '^o SEE SHEETS 11 TO 18 `- E4s , S23'48'33'E 49.00' E184 N56'09'12' ' 24.74' , - - r , c9 Y Z. vutuanA 1 MOASN GI UNA I WEST VI 1 1 F,r E47 S42'57'07'E 92_00' E185 N23'50'48'1" 20.00' sue• r s �Q 2 E48 N32'08'15-E 76.15' 1186 $66'C9'12'W 12.82' ••+ THS DRAWING PREPARED AT THE i •,c'Z t^ Nc` • • • IRANCMVAY OFFICE r t -+ '� E49 S5751'45'E 20.00' E157 N0631'45"W 56.37' 11<00 Bess Lear Onve `. GRAPHIC SC ALE E50 532'08'15'w 93.04' Elsa N04'31 21'E 48.51 TI M M O N S GROUP �iiond VA 23236 ` •o C m •• _110 '" 30 r fsl S1�'43'39'E 147.00' E189 N30'0'24'7 135.34' TOUR VI IOH ACHIEVED THROUGH WAS 901.419.1110 I FAX 8DS.794.2845 t =NM £52 521'05'03'E 237.00' £190 NB940'36'E 10.78' NurDro.roy.rellhaa..mrlten,m�„elmcbrropr roweamnrons.com 1811081 ! = III ilmEI E136 N35-35'48'W 188-00' E191 N21.34'28'E 50'± I. DATE: DEC EMBER 6,2004 SURVEYS:HTS CALF: HTs \K ( IN FEET ) E137 N24'47'47'w 112.0C' E192 N75'O5'48'W 34.45' sCALE:AS SHOWN DRAWN BY: ].ADA[1S UT]LITIFS:SC .` I Inch - e0 ft. ` E138 S32'08'15-w 59.03' E193 51715'04'A' 47'± SHEET 7 OF 19 J.N.:66311 • LINE TABLE CURVE TABLE LINE DIRECTION DISTANCE CURVE DE--TA RADIUS LENGTH ; CHORD ' CIRECTION t LINE&CURVE TABLES L6 530'36'14-E 69.73' C8 13'24'21" 1482.50' , 346.57' 1 346.08' ' S23'54'03'E I FOR 7N;S SHEET ONLY r D1 L7 S34'25'04' 64,97' C9 77'25'29" 70.00' 94.59' 67.56'._ _ S73'07'49"E _1 n Ycn L8 N59'23'48"E 10.53' Cm 81'1419" 65.00' 92.16' 84.63' S10'00'56"W �kD 83, K -9 S30'36'14-E _ 35.00' Clt 8114'19' 65.00' 92.16• : 84.63' S7113'23"E + RC/hiq SO a m ,- rn L10 S59'23'46"W 10.53' C12 7771'30' 65.00' _ 87.75' • 81,24' S1"57'20"W UrL 4ONE- CO co " L11 S50'38'05.W , 34.92' C7 86'07'12" 65.QQ' _ 97.70' 88.76' N77'32'38"W • L12 , N68'09'27"E _ 34.92' C18 90'00'00* 65.00' 102.1C' • 91.92' 414'23'46"E I i L13 N59 23'46'E 10.53' C'9 9D"QO'00"_ 65.00' 1G2.1C' 91.92' K75'36'14'W 62 1 1.14 530'36'14"E 35.00' C20 8611'09' 70.00' 105.30' 95.65' N16'18'12"E r ` ''�6y_ --..\....". L15 S59'23.46'W 10.53' C21 13'24'21" 1517.50' 355.06' 354.25' N23'54'03"W I L16 SS0'38'05'W 37.93' L17 S26'43'25"E 69.07' °iA ---- L22 N3429'02'w 66.58' �r�r�(,5 \ L23 S59'23'46"W 38.22' I Wuz, „ ,�°` \--a c _ ---- , L24 N30'36'14'W 50.00' PPORJSED I E64 L25 N59-23'46"E 35.08' VARIABLE A'IIIThr '17 L26 _ 55923' "W 35.08' SLOPE EASEMENT /) CI? v; f L27 N30'36'1414W 50.00' 1.960Ac_ /1 ° ,L28 1459'23'46"E 33.62' _/L29 N26'47'23"W 61.82' L30 N34'36'14W 69.73' \V( r-L33 N68 09'27"E 34.00' r\ 1D _-�) '6 ^ - ' r 49 '' 1g5 36,4 \ PR\PB1' C�a cvit Z r0 .. m\ 53Or r f cr- I E57A r r, �YYYj° �4 \ tT y24 W1 --I CrO n 1 1� ' a so n i 1 - -' EASEMENT LINE TABLE �¢ t23 J i- O' E�%� UN'c DIRECTICN DISTANCE a "S J E52 S21 05'03'E 237.00' coE53 53918'38"E 162.35' E54 N7613'09"E 85.00' 1...0 1•1 Op 11 G`A 0 E55 S3036'14"E 66.79' 4�12-G-6 f' A c, ��/ E56 540 35''.4'W 90.00' p �n E52 ______., �� v L2,<49.p3�^_�CQO (� E58 503311'22'E 307.00' ENO. 230 �� Uk}:6' E133---- �`_ _ PROPOSED E59 52855'11'E 95.00 0 ,/'' ~ F132-1 e j, �1 VARIABLE' lYIOTH E60 547'31'15"E 52.00' �f/f CB ------ _-�VO5 \ co S SLOPE EA.$`�'J(A E61 N7'542�5D _ 81.00' C21 £134 - PROPOS4 D �, �7 1 1.705 Ac. E62 530'36'14'E , 74.00' 1.�22973' L=89'9°. VARIABLE' 191;TH `,'N S E63 551'06'00'W 79.00' , - E� 00' BR�11NdC�' �'30�- ass 533 9'ss'E 289.00' UPPER BALLARD FIELD ,' EA TMENT E120 N30'36'14"W 271.00' Apr E121 N8215'51'W 45.00' I,111194 E122 57312'03'W 65.00' , OLD TRAIL DRIVE / E123 N3036'14"W 8200' lV{ E124 N4623'53'E 59.00'E125 N32'40'30`E 36.00' FROM;STATE ROUTE 691 (JARMAN'S GAP ROAD) TO U.S.ROUTE 250(ROCKFISH GAP TURNPIKE) r E126 N181312'W 44.00' V y E127 N30'36'14'W 100.00' WHITE HALL DISTRICT AL.BEMARLE COUNTY,VIRGINIA Ili EtzB N6458'19'w 51.00' E129 S69 22'?0'W 71.00' vucnrt4 ! roaTNwao• I +e T AROMA E130 N3073614'W MOO' ..•• ip T 0S DRAWING PREPARED AT THE GRAPHIC SCALE £131 N4719'32'E 76.00' KRANCHWAY OFFICE mao „� :., E132 NO1'40'56-W 54.00' T 1 M M O N S GROUP 114 R anond,VA 232366 E133 N26-00'23'W 246.00' TEL R04.A19.111C I FAX 604.79&-1R45 YOUR YLSIOM ACHIEVED THROUGH OURS. E134 N12'34'56"w I 21.00' I•eo oe woo•oot IA ,u e, uo- 1r„ ,.e„m,,.IT.e,•°'°oc' ( IN FEET ) £135 W28'20.54`W I! 129.00' DATE: DECEMBER 6,2004" SURVEYS: FfrS CAL CHK: NTS 1 inch = 60 fi E136 1435'35'48 W , 188.00' , SCALE:AS SHOWN PJ. PRAWN BY: ADAMS U'ILIT:ES:SC E781 N29'3019"14 I 294.00' SHEET8OF 19 ),J._663_ . / I It • F.ASEM.ENT LINE TABI LINE DIRECTION t DISTANCE CURVE TABLE • F65 533109'38"E`289.00� I-CURVE DE-TA RADIUS I LENGTH ' CHORD DIRECTIDN • • E66S? 930'35'19'EL 171.00' 1 C13 32.29'27" � '!017.50' 577,00' 569.30' S14'21'3 1653.65' E67 523'28'07-E 171.00' tP,ROPERTY S 0,917'38" E • E68 S23 28.07E 182.00' I C16 32 29'27 ; 982.50' 557.15' 545.72' N14'21'30"W LINE E69 516'41'44"E 107.00' // �- E70 505-28'41'E 115..00' T. •• E71 501'05'48"W' 68.00' S o E72 917.50'46"E 121.00' p / E73 924'28'47.E 148.30' ' . • o /i E74 967'50'20"E 66.06' LINE&;CURVE TABLES ° ' I • FOR THIS SHEE ONLY ' / �� E75 S01'42'S5'w218.45' ' ' E76 939'03'33'E 108.00' ` �` E77 963'59'52 w 1 80.00 PROPOSED E110 N26'00'O8"W 38.00' ,,,:// E112 NO3.32'20 E 243.00' Ngfl ' vR0,41A g� p O S OQ�1 :� I 'DRAIN.4G�' ITIDTH E713 N47'41'41'W $4.00' 17-1 ZONE. / PROPOSED & 6-S�e'40k- l EASEMENT _E714 N67'50'20"W • 56.32 /YARIABL 1Y111TX pC / OA97 Ac. E715 k22 09'40"E 27.00' • rARA se2 E116 v67'50'20'w 4825' PROR7SEYI EASEMENT > E117 N10.41'14"E 87.00' , VARIABLE A7DTX a.°75 Ac. �' E118 N30'36'14'W 239.00' SLOPE T',�Sgj(j'1y2' Et19 N37'15'11`W 95.00' 1.960 Ac. • / PROPOSED 0 E120 i N3016'14'W 271.00' -'�£69 --'~ • / VAR ABLE rID2'H a= �7° E72 ; o`O SLOPE EASEMENT z rZ*1= E68 L-487.98' E71:� - , `�. 0.220 Ac. m m m m ci n N �67 'f DRI 16 l.'�5I 0i) 21,�7%,`oo `£> >` 0 0 Y OLD TRI1SL L�543.94 S _ 5'09 `r �" mi ��r' cwr o+j ----- - t•t 3.21' ,y • 180.23' b Og E 6\ tg w 0 6r JR�957.50' } \ -� 305,g2. �. 1 rn1 �( f E6 J L,42fi.78' J \ •��77� S 0)sg t �/ C�;a.l r+icn u -1 �' Tcn�217.Q0' 77.7...,.: ` )g ~N t. W� t3j 1� F � 80' Ol$3.Ta E • 1•. t 25�2't 8' 1 '' •36�4 6� •\'\ f1I3 28p25' 3°5 g2. i �65 � 2 S W g37 3� _'1�8 ),„1,-;//:,,.14.,1*/ ��__ -, ---- 50 ,A ' -.) • PROPf?SL'D`_ PROPOSED �FrT= T .06 1 0 PROR2S�'II 27•DRAIN�4Of \y.4Rl. 'LE IYIDTX - •:�=,1 Etii J VARIABLES4 �IDTX EASEMENT S 9PL' EASEMENT S 1�E�iO I SLOPS EASEMENT .G ` 0.033 Ac 0. 11 Ac. N 020 '_ i.705 Ac. tiof• • .P \ \ �° . • o ' • �o ~ • ' UPPER BALLARD FIELD r & i}la(� OLD TRAIL DRIVE z • • • . 6 L`F•(s6 o FROM: STATE ROUTE 691(]ARMAN'S GAP ROAD) ,n • ��• . I? a TO: U.S. ROUTE 250(ROCKFISH GAP TURNPIKE) • • `^� WHITE HALL DISTRICT ALBEMARLE COUNTY,VIRGINIA • y'cii Op. --- VIRGVILA I rsn arana j rsTVICGDCA 4 GRAPHIC SCALE 0' ` ••se BRANCHWAY q`, ! s THIS DRAWTG PREPARED AT THE 7O :" • • • • G �-` P • • S 124 6upness Ct'OFFICE irrtton 1.>. ` z �I z TIMMONS GROUP Richmond,VA23236 0 NO. 230 YOUR VISION ACHIEVED t1[ TE.604.419.1110 t FAX 804.794.2855 ( 1N tEY ) aR000N OURS. .O:+v m ER no,s.ed {�fl Stale"- DATE: D6CEMB 6,2004 SURVEYS: FITS. CAL CHK: HIS SCALE:AS SHOWN DRAWN BY:].ADAMS i UTILITIES:SC SHEET 9 OF 19 ].N.: 66315 4 • i • LINE&CURVE TABLES • FOR MS SHEET ONLY • \ 1b53,65� S C917'38" c__• CURVE TABLE / • CURVE DELTA RADIUS LENGTH ! CHORD OIREC7ICN EASEMENT LINE TASLE PROAERTY LINE 0 • C14 15,1'00' 1482.50' 392.86' ' 391.71' 505'42',6'E LINE . DJRECTlON DISTA1'CE i PROPOSED C15 . 15 77'00" 1517.50' 402.14' aJD.96' I NOS'a2'tG'W E76 S39'03'33"E 108.00' _ i ACCESS EASEn EN i ., VARIABLE • E77 563'59 2"W 80.00' L -- --- _-____ -_ �-- C.8 555 PG. 682 DTH • E76 s01.04'36'w 58.09' /<„ ) DRAINAGE LINE TABLE 1 E79 sza ss,'a7'E 88 00' ---_---- _ i EASEAfENT LINE DIRECTION DISTANCE I Eba SO8174'S2"E 142.00' - -_ 0.097 Ac. E81 S00'46'57"W 104.00' .� 18 S581T46`E 50.44' E82 51418'12"W 99.00' �+ 19• N32'36'Sfi'E_ 32.41' E83 S64 32'53"E 59.00' r� ` o` L20 N1317'a6`W 86.22' E84 '83 150' SCENIC � CT coa•• L21 N1,'S:'S3'w 113.93' E88 56432'S3"E 46.96' ���'tira SOUS r rIC iWAY EASEMENT t "4 ° E86 S16.01'17"w 29.00' i ?0 • O B. 655 P� 684 ,�� 1- 2 �j• L.3 '142 PG 71a o , E87 S'2'01'42"E 39.00' n ➢ • c� E88 5'25'00'38"E 72.00' +.+ ; p Q 70 i `� • E89 587'22'45"E 47,04' m o Apo�OK. BOG �� E90 508'37'15'W 15.00' i-o OF 200' SEPT PROPOSED E91 S87_22'45"E 41.00' PROPOSED i "N \ '� po „� p_B 5655 E C ACK \ VARIABLE A'I11TH PROPOSED E92 S14'32'S7•E 158.67' VARIABLE ,1IDTH I " n 1_ \ SLOPE �'4SEMENT E93 _ Si 51'19"E 246.00' SLOPE LF'.4S1tS'�(�'1v'1' PROPOSED Z\j kp0 6 $ 0.744 Ac. 151IRLIN,4GE E94 $3a$b'24'E 35.00' 0 090 Ac. VARIABLE FIDTh' I C� 1r t,_ . _ EASEMENT E95 N66'40'46"E 52.00' 1 -d- __ SLOPE EASEMENT o ix �5U ) >>r E79 r E80 1 0.018 Ac. E96 N77'04'02"E 220.00' PROPOSED 0.541 Ac. t4.3p 5d 8 ` 1 E97 S70'43'42"E 34.00' 15•DRAINAGE t 1 �- , / F81 E98 N17.58'29-W 94,00' I • F� E99 �11 a o7 a5`w 171.00' # „ EASEd(L'NT ( 44g, h • ti ?� �.di 0 0.015 Ac. 1 tii �� -r E42 �a 1Q 06' L�J78.49' 19.23' �c,0�i) C5' -- E8,3 l E93 �9 `I (----0o Ci4 69.08�`� F ��� E87-r7 i v `!t • OLD /� 149.6,' °ry 1 b.1 T 432.96' _$7 l j$wn L aZ75' • L�C15 MRAIL DRIVE 687.05' S 1317'46 E m' 2n 1rt10 . 369-�9. +, (VARIABLE WIDTH R/W) cst- ` • --N 131T4fi" W 302.03' * w1 a• \ _��� \7 _ • 223-$5' q' •. 62.or �N 31'S8' w 2oQ.ao' �' SHEET 3 _ ry L21 A PROPOSED +� E106, E,05 �E7 4 �6.7 7' • L20 , �� E107 �� w �14 E 0'``P �� 1 3.5 çse DRAINAGE -.\ '� FTBpt' 100 E99 E98^ SAS/EVENT • --/ POLE LINE 0.050 ac. • PROPOSED PROPOSED E.�S-1,,zHT -' '� VARIABLE FILTH 15'DRAIN-ACE D.a 312 PG 154 '� +1 SLOPE .EASEMENT EASEMENT` I ' 'r • 0.520 Ac PROPOSED UPPER BALLARD FIELD 0.016 Ac_ VARIABLE A'IDTH \- , SLOPE EASAWENT & E 1411 • E1oo N064a,B-w 157.00' C.413 Ac. OLD TRAIL DRIVE GRAPHIC SCALE 1 E1o1 N20313s'w 63sLo' 1FROM: STATE ROUTE 691(JARMAN'S GAP ROAD) fO ' JO •,' _ 7 "° k • E102 N81-22'45'W 49.00' �■����� E103 N8,22'45"w _ 4Z96' TO: U.S. ROUTE 250(ROCKFISH GAP TURNPIKE) _ El 04 N12'13'a9'£ so 00' WHITE HALL DISTRICT ALBEMARI1 COUNTY,VIRGINIA i1 11 ET)60 _ t El05 _ N1213'5a'W 77.28' 1,TI-I Opp t E706 N22'52'45`W 191.00' ��,4' ., A I b as.chew= ItrEsT y�,CA • ` \ E107 N0814'06'w 96.00' t2-('-� •a•• _ - • THIs DRAWING PREPARED AT THE • E108 N1)2'19'14"E ,51. O' • • II.MOT N- iRANC7iWAY OFFICE • .P Et09 S53 S9'SYW 47.00' 1 1:400 Business Center O r'e c� • ��, E»0 _ N26 00'OS'W 38.00' U NO. 2901 a T I M M O N S GROUP Richmond,VA 23236 a`L°. a E111 _ S63'59'52-w , 66.71' %I(•�S/7Pr'fy YOUR VISION ACHIEVES)TMnOIiGH WRS� m804,419.1110 nats.AXan.A4.2&15 moo• • .�yci' E180 N08'37'15•E 15_00' sive aaow•c...n a���.r, Ir.deerevr� DATE: DECEMBER 6,2004 SURVEYS:FITS CAL G1K:H SCALE:AS SHOWN D_ RAIMN BY:7..4DAMS �liT3UT(ES:ScS • ee SHEET 10 OF 19 J.N.: 66311 / 1 t 11 \\\\.. SHEET 16 OF 19\ SHEET 17 OF 19 (j/ OPEN SPACE '$" c� p ,3„,f{ 14 \ is � 1� SHEET 15OF19 � 16 / 10 t � 1 SHEET 20F19 1 1 M t``_►. OPEN SPACE B" J 1 18 I \ `\ r------- )''------___1 e' I () J t ( 43 ff Itn f 17 LI) 2 '13f 7 I I31 Ca18 R1vArP fLiSY --)i j ` I y 3 gg l 39 40 L 41 8 I��-j 1 27 ` 2& rao0BCClR1VG l.ANS) 7 \ 26 2° '11 217 22 23 1 1 26 P. i 1 1 1 ! �—0 EN SPACE A SHEET 14 OF 19 UPPER BALLARD FIELD / SHEET 13 OF 19 & ri!mot OLD TRAIL DRIVE FROM: STATE ROUTE 691 (JARMAN'S GAP ROAD) TO: U.S. ROUTE 250(ROCKFISH GAP TURNPIKE) UPPER BALLARD FIELD WHITEHALL DISTRICT ALBEMARLErammCOUN u vIRGINIA ��l,TH Op ` Hag/CA I uoxr„wm,nr, OIZ�/ • �• THIS DDRAWING PR ORED AT THE SHEET LAYOUT INDEX ill.1ROY SWOON" 11400&SIneA Center give p NO. 2301 , TIMMONS GROUP Had��ro�+a,YA21236 C) YOUR NISIOII Ammo THROUGH ORS TEL 805.014.1110 !FAY 804-A1.7B45 SCALE = 154' �K1 orone.tee 444;weiSit. DATE: DECEMBER 6,2004 SURVEYS: HT5 CAL CHK:HTS SCALE:AS SHOWN DRAWN 8Y: ).ADAMS UTILITIES: SC SHEET 11 Of 19 1.N.:66311 ` ---? ` VAR. 1MDTN SLOPE EASEMENT 1 — � h SEE SHEET 7 _ -___ r +10 c _ - 1 r 1 n� S)4 -� n 1.-4' Ley'3g•`.�. VAR. WIDTH SLOPE EASEMENT ' ` 8J dip �/\ r i 8'?Jr ' �M B EC t34- ;�a SEE SHEET 7 /� OPEN SPACE '$" w � s.338E � ' 7`'�w t FLt. h ti� /-� \ `.-_____._•_.___.-._.-_'___- ' p� �, �'9 / 1 10.493 ACRES ! Sa926'?3'E 1?i g0 ry „ — L.t f ., C86 ��f� s s 8.50 s. �.-. 36 u ,y ., 1 \ (33'RAy) 47IP i rn ! R=256.50'� -- p ;5. J '.` 041- �' �, J.�r�L I M t L=19.23' • d '' 8.98. - ' \ J VAR- YIIDTH SLOPE EASEMENT I ,- i f Fir, y'v ._?_8 19' p � SEE SHEET 7 t • at 4' La i 9.5' UTILITY/ " " M PLTy �' 't _._.__._._._._._._.__.__.__._-_. t 1 u X ! 0.506 Ac. EASEMENT/ h ^� "/ / r` .0 \ ♦` t --VEPCO POLE 1 ! ;• ry , ? 33.49J1`r£\\ \:s 25' DRAINAGE EEASEMENT I LINE EASEMENT L+ ! ,. d ‘0,/ : 83. 1 O-B. 382 PG. 1 • r•\ I Ln 48 i C.-j/71-----0 I 11 in e r— �Is ro /r ^ L ` �' `11:11 `2 x ti '�43' - It''' . U r �� a �4 \ \ m ,">> r\ ! .- _1/ r ^ VG t 1- < �i !6.74 n ► 0.529 a.c.1ti 1 `�S V �` EL105 Y i 29.07`�f J N W co' I --'tt— - 2-0.72' o i ! WL+ �w Q / ! `• 0 1`rn w, ea ``� r } - 59.28' ' 0 ! E1134 a cs1 . L3 E S + en 11 L/°'• ,• 1 113.10' t+ _ << :??. ! ' in2i"'J`.J Nt _.-E6 -1 1-------------. �.` 7 + in H • r 1.-. VEPCO POLE��`� • SEE SHEET 18 FOR _ ,2 eq, n _ ! •48 LINE EASEMENT TABLES&LEGEND �1 �, !r it •., 4' 0 58 Ac. ,D . 44 J e 3.70' ,1 D.B. 486 PG 417 1 . 0•S�. n l ! ! 1 O.gg . •s \ + ! ! ` i7 i t \. • APPROX LOCATION OF i ! t`�,• ` ! VI t S8 1 `1 STREAM PROTECTION AREA + `� ! !• • r `� •• i uI� OPEN SPACE "A" icv v! -` i - 1 'a 1' 1 r,u 3.417 ACRES `ate i _ 0.93E Ac. •` J # r a26. _ -- sfi .`• • / CVEPCO POLE / r/ I ?SO' 1 R1 3 +\ LINE EASEMENT . �` GRAPHIC SCALE •� O.B. 382 PG. 1 ,./ Of Q-1 y� ! 1+ k o o n sc "n V 4 1 iz b� �O v f 0.621 Ac. ) . cv ------- % ` n. O>y`• F / APPROX LOCATION OF yet 4 , -•t. `. /1 - ryd�/ STREAM PRO IECTION AREA i 1 DOS 13 •'' is /" ` N.'. �'� / / 9.24•8.53' -` \••- • `• /////A� /1'• �ti,9• UPPER BALLARD FIELD 61.80' 57.40' `_/ 63.3- ; ,.� `•., / •��,// : 9-rk & S}j 10.03' s-57• p� ; 29 - -. / / -I OLD TRAIL DRIVE _ � - - - G ' �`. %� / ;�S FROM: STATE ROUTE 691 (JARMAN'S GAP ROAD) it-A. i . ,'� �:' j TO: U.S. ROUTE 250 (ROCKFISH GAP TURNPIKE) _ / tw ! �- V. :// 4// i T x PRRCEL WHITE HALL DISTRICT ALBEMARLE COUNTY,VIRGINIA 0.532 Ac- II i 1 �` !ti � I %rt C Op rnsuan ! NORM CIw-M_vu- I rs muzw i28 Z , m�- :O. / �/ II'!�•O7- •••*• THIS DRAWING PREPARED AT THE 0.594 Ac. s^ / + r • iY OFFICE ! a a ` �,:t ' // ' $ T1a7Y S;HPI1f9�DB • 118 A / .A z TIMMONS GROUP Rid.v.d.VA 23236 + {ia w'r - i 1 rr O N0. 230L �� A __ a YOUR VISION ACHIEVED THROUGH OiIRS TEL......„. I FAX SO4.791280 `�. ,' I `til'Q+,a� 0. �I1 T w�vw.GeenOna.ODm ----.3 L.._.._.._- —.._ 3.50 1y'b r•Sy/ , rtt � �1ftQ�` • . _ I s, CAL CHIC:FITS - --- — �.—•—._. 1n"� 1/ /� • DRAWN BY. ]ADAMS UTILITIES:SC 18.50 + SHEET 12 OF 19 1.N.: 66311 J' , 1 I • , . •I`f" ,.._..----- 1(:) .. \ (,, .,. --- . a! -1 • ! 1 1. 24 1 • - i ! . \- •1•>-• 0.587 Ac. 1 "0 I i 1 i I. 0 I \ . (0 i i 1 i i • ,..r.. i 42 • ) 4 22.5" 2.5' - • 1. '.• 0,..•`-. ' ! i .• V.\ ;•,-) 1 i 33 r>l,„ i II I 13.5'I 1 i -1 7 •Csi ils. i• 0.654 Ac. ! ; an 1 i in iq i 0.511 Ac ic :0 ; \ ,•-, • . - I . a.: I' ' •-• I ' u:s ^ ?ri ne ! / ! N CO ! i 47; 40. \ ig • . i • ,:t- 1 0.646 Ac. ;in ;.- (.J i \ •.. i i 4 i • 0 i t •,, Ai i ., ,...\ ! 4 L. . .-. - cs ! i i 0.620 Ac. % • • -.' ) 114.41' 6 ---___EL144 0 I o iirol i 47i A ! • n 33 p7' •Nr M, i i i , 149.87' ", '''' 025 • Li ..... I 379-5-- er, _ E,..1?4 4 -1 id 1 g i 0.936 Ac. •,:• , i . --......r.... • 4 ' 1-1524' PRIVATE ALLEY RAr ''' 6 -L' . . . 1 _ : - i EL101 1 ! / i • Lb .CA1 ', : i i_ i 1 161.18 i-• i I 79.47 co Et twin. ca5 v EL99 21' . i iN co ?I , i ? :I.,j ; : . gA" i Ir's-VEPCO PCi F LINE EASE:0E1\T . / ./ It. ! III i --• - i 13.5441 eq I 0 i.N i iP ? ._ 7 i i •cal - ..• ><:) ! MATCHUNE-\/\-S21C-- - 0 0' / 2 I 6 -,,,, i i +n CP I ArSi i I 71. ! C, • i 4 ! :Z • :v • IR 1 ! .. ... ... . ..-.----- ... ' 'No),;3,1' . OP i)1,Q-. <-• ,.:-. g i 0 563 Ac. I ! Ni ,..f).• -. -- I i ! i I 40 SHEETS 13 de 14 , I . - . i 41 i 41 i h I il I :2. ov 4v- .s. 0.538 Ac. ! i I 45 ..., ; 0 ia.l• , (NI 40 1/4" t,i ,.,. ''' .. • 0.532 Ac. i 1 -,c' es . . PI i _...........-•--• 113.58' , „,O' / .".•1-.3, , !, I rc; .---- . r.,, L3 •.. , • s. Ns:, 10 ._ iS I .4 I '0" f EL 73 C, 05. Q---**- -..,„ IV-1 l • C21 ,...• .1z L _.. . , , i %, --------- "-.-- ..__.- 1 i z , - -. _...,2. b EL53. 9.29' 1 1071• S L=45.6r -? C28 ••• ,•3 ,- 1- z, r- i 1.15 _1 ' EL65 L. lf00 DBOU RATE LANE A 1-',T. EL71 y_ 95.18. L.149-90. • k.,7. q ,-,14.06 .1_,13 69 57.40' , • " 63.36 utl-1 '-rt 10.03' '-- 1`6s."*0 v.150 (AC.. ....-A, 13.p.% .7'--' • ...- .4 t 10 ,4'. .% "'...% 29 0.572 Ac. , c(y,.A672.5.WIDTH R/W) •ig.68' C64 • 1.4.1 I.0 -,n 128.20. L2 ) L26, .42' 63.07 i C7 -:.-7/25.56 -5 L.-.128•89. IN n -; 1...8.297'.5 t4 - 7.5,38:j. . L-..-L1-1-10-0..0-...0.1. 1. ‘t,t,I, 2. \ % • \•. ..• ,..1 •••--. ,.--' .; (C2,-:3 I.A r --: .°1-1-INACE '-'-1 fi -1- 51.6°. i...,. -,.., 2 L=20.59' coilT -,...1'g •3:??., q 54 va ... ; MT i V) ....? „,..'. .4,p....j; ..___.----- (-71 a 43 0.532 Ac. i` i ?o; ' o _ o k.L.1.42' r•-,, .4% 44'; r-, --i'l ..''''.'1•6-1:tp...>•1'/ 0 594 Ac "3- 0 4:. •' / •-‘f 26 i ! c. ,•,‘ \ ....2,1 , 1.- • 4. ,,, .0 ,_ .., \\ i r' .. 01 ...... 'I is.) -4 ,_,.. 0.539 Ac. i i %. %. a z i- 25 _ z/ 1 : '.- OPEN S.1 - , -;.., • i r 1 I 24 i •• SPACE ' o.519 Ac. 11.5' i .! ;- i LA 23 ,(2, , •.. . .r." ,, ,0 • 0.542 Ac. gIF all' I:1 -C;;%• . _ _.--- _ . .1.0 •• .. ,,, 'CC511 . I C.528 A c. 1,-... i coi 3.-3•3 k•----- --- 3. `,-, .so-,7 ,,,',/ ::... i -4 : t I..), --•------- ,„:. i''' 1 t...t ACRES 0! ,--11.47 1361 2' ,• i 1 • i vi i . iv) 'Ili .----- ------- L--- ------C--11.5. ' rIn 6.,7.59' , 152.04' ... OPEN SPACE '''Am 9.14.y. - i£L29 148.26 1 5.67\ -.----------•TE77-15. 3.417 ACRES rt co.97- 2ao• ,..., ,.. - ----17., 20.0V o • \ --.,... 1397.0CTO •,,,‘ 118.96' 10.01' .- & UPPER BALLARD FIE / LD ,-- 1-004 12- ,- SEE SHEET 2 AX PARCEL SEE SHE::1-8 F014 Jr 1 t - OLD TRAIL DRIVE / / *B T 55-83 1 TABLES&LEGEND FROM: STATE ROUTE 691 (JARMAN'S GAP ROAD) . / 4,:voll TO: U.S. ROUTE 250(ROCKFISH GAP TURNPIKE) _ .., 0:_t• 1 Vt H Op WHITE HALL DISTRICT ALEsEmARLE coutirY,VIRGINIA G,4 - maps' I licarmcumw. I los'.viszoc, < 15 .•11PX10.... - 0 0 • 0 O. W THIS DRAWING PREPARED AT THE "•5• GRAPHIC SCALE H.TM$111i10601-- BRANOVRAY OFFICE elf, so a P. SC = 11400 Business Center Orme ioa . q NO.7_ z• TIMMONS GROUP Richn.d,VA 23236 _el.iipimillniminmeemi e* Off YOUR VLSION AQIIEVED THROUGH OUFtri. TEL 834.419.1110 I FAX 804.794.204S trAw.timmons.eogn ( iN FEET ) 404;awevridt sr.D.,...k.c...i;ii..kicia I iieneeumeel Teeeednire OATE: DECEMBER 6,2004 FSURVEY5!HIS CAL CHX: HIS 1 Inch 50 0 SCALE:AS SHOWN DRAWN SY: LADANS UTILITIES:SC • SHEET 13 OF 19 3 N:66311 , - • • ie i---7.7. .2 .111101Miglers„, .102 cf. •,-, . ._. § -Z..7 .11P : 1=34.97' .,.,,. -.1.00' ...., L. 1 i_i___ Z.)./ vl i .., ,S" • ----Z._1S4.2g -' ".1 -'cl' v-- " .33.0,3'3/- ,.. /''' ------- -- C Or / ' • 2 • j.70-... -' 44 IT '-' --r--....___c--.. --\ 4 '. ‘-‘• ' ., ' L.=180.37.4 0.. v 0,• SHEET 17 EL4 ' :4 4 - % pee/ LIATCHUNE . --, -, EL15Di EL(5)-- 41-5 \ %2 en t I i 1 --.1• 1 V / ' • CP ( %VI SHEET 14 - / --/ Mk. \r' ‘1\ .:41e41:6' ..66.-/ ,./-A_..„..., r . ,to i • :„ t-- / i itl ‘‘?" •°. j a ‘ t LA i .4,- • 0; ;i3/ jci UN ' \ co - Lo _ 2 . 01 i .I. ii •?..1 ' ,.,•)! • g 1; 0 : „is,g __., 0 ,, W ii-d , --------. ICIOI , . cik 1 0 i: A r----- . 6, 17 I col ,..., .... ! ! i. 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L e; i.s. ,---- 79.47' CI. to EL i 00, /' •na ...-------- *:. . en L=vie • I 1,,,g ii; si • • i ; . 14/21.,.... _ ..,.. •. 47 , • -r-I 1. rj ...2...,......? 62/,,...?;1 'II 6.-1 ..1 Al ° >- to SHEET 15 t I __-.._) •4- • I I" 1 P - / I 10'5' I 6 a, • 0.563 Ac. 1.1 i SHEETS 13 & 14 - ----) Aro , cYk-, i i lo . -------- 1.46 r•zs: -13 1. • :-... 1.7 i I 0 538 Ac. • 1 s , 41 0.532 Ac. iro, !,to -.0 i vp , 0 -csi, 55.34 24,7....W.......1*-. n •,c."- -r 1 . ....- - i 1 . 39 !O cnt 1., l'z' . 0.56i Al. II - R. , i ,i,..- 0 4-4 a " • 0 __,-14 _..- - 't- . • V"tr.(11, --, ,Li 0.523 Ac. !en cg! ., . !S ! / i (.' '-. 1-1. IC`l•-.1 .• - -1-- i 14, / <C4,,s, - 67 2 ,g•_§, \ -17% 1. .ri.. cp • Na , 2-. j 4 . - ) i 8. .0. -• ‘ 0.544 Ac. • Lo C,1' ,. 1 Eli 41 c2 e.e. ,-,-_, u• t.. \ 7/ <4> 1 28 * t'l ct 0 . e • Z' t" \ .e' ".. .- 1.--r21A,,,7 ' be v - .- 102 1,4 DJ laJ \ i-IrA T R/W) ' C64 - 63.01 X L ..r _ • .7 ca in 05 ,...- 8 c-,' a .„-- -.. e• L.23.8a. ...•• 'N • .• L•138.34' WIRDIN28!.20L4211179 68 i • pe - Le \ in:0 n',..., ...,. 'n- •( Lw 0-83' _31firv..7,05:9. :_D(1BR02.511. -cc ! • .-t . .1'...;i's 4/ 1.- -L20.59' g4? cfei )‹...c ' `‘).' •(jer'ilL=7205' 3.75' ...„. .16.25'.._._ _ _.-..-.• -j- T-8.27. 4,-r- , 0. / ,,,,...„. 6-- - ,, -115 I• t) % .." 45/ e$6. I? -------------"--- It. ti !a; • - 4, -6 . . ,.., J.. it° • 0 ' ,<E"...,___ , _., !S •i '! ,,, . : 0 ci 6 25 • \./ 4./ 20 , c.,,,), (-- i z 1--- 1 : lL=211 4:2.:L.1117"11.-2_92..-5-::-1:59-7-.. a- OPEN ul.i 1 .. ••: ..., 1111) . . - i Zi 1 t e3.i 0.519 Ac 21 0.543 Ac. I- I • , + • ./. 0.689 Ac. i pj! .). 1 ! i3 i 5 24 SPACE : • 1 "fp ( •-! i i 1-I`o i 23 ,- ! , I 2,542 Ac. Do 0.4• , ' • / a',..?. 7 .% . i i '1 i 22 0.528 AC.N i'... t 1:'4. r • ki • -.1 A- - 4. 3. ZI. • I] 1 417 E.; ! t• Acns -co i q4 ‘\ \ 1 •P'! 4 i i v• • ro = Svi . 1 '... / az,. ,a- •al i '---'-' a ''... ‘ P.i 'Zvi ! I • & r*... -V -I- 1 t a.\. UPPER BALLARD FIELD ,.., -, ; „7." , 1 . „. • 9 I 4 1 i RICrlARD u. BRANDT AND te -- It ,-' a % " M.; Z1:197 1 MATT1C£ F. 6RmiDT °I, /2-17b".1 i D.8. 1554 PG. 257 e \ i 'FAX 14AP 55-29D 9.6; - - ianiY- - OLD TRAIL DRIVE , 1.38.13. , 119.02' 160.69 '-'-''k-/--- 116_96 10.01' FROM: STATE ROUTE 691(IARMAN'S GAP ROAD) r - N 471555 W „. / TO: U.S. ROUTE 250 (ROCKFISH GAP TURNPIKE) 1 SfEtkisEtZ/8 FODR /,, SEE SHEET 2 WHITE HALL DISTRICT ALBEMARLE COUNTY,VIRGINIA 01? r 4 / *B vms•ciA I WORTH WOLIN% i 111152~MA.11' Ze- , •*Is , GRAPHIC SC ALE 0 1 t o-fr- + -;725 / o •.. • S . THIS DRAWING PREPARED AT THE BRARIOPWAY OFFICE 50 c. 25 30 mu 2CC gli TROT=Bon- 11400 ausjlesS Center Wive %!!6!61mo .. .. Z TIMMONS GROUP Richmond,VA 23236 o - WI =.. YOUR V1SION ACKPVED THRouGN OURs. TEL$04.419.1110 1 FAX 804.794.214S w...munans..com ( /P sir 0...a.1...t IN FM ) linthikintkilleatIntmetio.fl..b..e•flY 1 inch • 5a ft 4%=Pe?' DATE:DECEMBER 6,21304 SURVEYS:FITS CAL CHK: HIS SCALE:AS SHOWN -DRAWN BY: J.ADAMS -UTILITIES: SC SHEET 14 OF 19 AN.:66311 I . - / 1 , ‘ 1 .‘ ..-' i?+ i E �, s3�s. c / 57 � i \ ' SEE SHEET 5 / GRAPHIC SCALE 12 i� i is. f k- S N 116 \ x / L '1A/ ( MAFCHIINE-��t \ C �o / o » eo 200 0.517 Ac. ( i \ 07�5 \ 1°0 PRp°,4n•• SHEET 15 (' j r �1 Sy i ! ^s. � ` � 7�v 53.��S` fO \ AR Fes/�`Gic-` i �^` � r --... ` ,42 8' E\• N. C�O� tR EC132 p; �T B 1. _! 11 i 4, i- rr /49,- /S5 \ A 4 _ � co, ` OF 8 r - FN F£EI 1 \�` i� j 0-536 Ac-f+ i 1 \ a4' \ h ----- ��_ -f. - - Ol r inch = 50 Ir 4. ? ,, _1j \vEPC _ POLE i iIN t 30' x IS ;� ! `•`B s\�O� ��� L _ _< < e J /` 1,`� �3g• C UNE EASE►AENT�. UTILETY E$14T 10 r \ ( B7�-J EL86 1g5t. iij ''�\ fi.,/ 0.8. 486 PG. 417 •" Lit L ]9.28' L _ i^s //• ��.\O • '93J" \ \\0 8 ' '-50.66. D / a ss ce.) L= C�5 .' 4r h ^._ / `.\�S 1\\ CIO1.9 f 4CRBS ' `- r -E;a0' - `x^ �. L.39.17* Lr]7.26' Ca�6 •'' 2 -n % / •.\1-B• , \ 1 715� - .- f11-- ?3•I f Lel / / `\�� 6yS. 6 29 1 r-- ?y • ` �_ 2 Cx g.Os• O; La3.77, �./ ' a38' /i / 9 . / ? • I 0. _1 EL54` S ,�, 4-0 La7..., jh°` ` 0.512 Ac. Q)O I .- �� 48 �� ^ o�� c76. trg ..��o / 0 .-' > , S78? 6 ~~'ECt3 '�� -._ _.. gig ei ----_ (I/ 0 ��° ( � ,$y�' /"i OPEN SPACE B" "' ? S338E 1 j.� 19p L :41ni�js�_ � 90 \4A � l' ',lye / i10.433 ACA.ES ! S49a3"E 2yTS...��` 3:12;9 0 b 1h 4 R/�,-'ry� _ F� �6 �iri / fy ! R=25fi.50' � pro w -i i S �1� ` , �a.0 s. ¢. i Let9.23' ° vi - 1L. O ` e �t6 :t 1- 4 -25' ��/ n r i FL/ rj- / .,v��o,j it ...� ` t,\\se • C�'.. / ,9 6.\-9 i 14 ( Vst /// I X irl 0.506 Ac EASEMENT/ a+•:' 4.j M -90� s B /9 ' •t. a m \ N.�-vEPCO OLE I i ti �,} •✓ �" r © !``\? i 6 v / LINE EASEMENT + r 'tom ro`1 / �' cr1 34 20' x i2'' s 'O• 0 _' 0.586 Pic - r�. s w. 4 Irn �i EL95 EL / I D.B. 382 PG. 1 jtC' i-•.- , N.. �• P '�..� CI J I:ITY ESiv4T /•'1 = 1r ` Zr p1 •� i • �G3S �` 3 t 12.32' fil) �: .O ��� 0� �9•: 8 ' tin, i � /^' i W '� •• .-. 3j. y-•--..�. i•;., .. - ` . 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ThLY STEPHE261!i_' ,f• i i ` i 0.B54 Ac A ? 0.51, Ac. i..f ! \ rn ! -. o NO. 23D7 .-- i;- j 7 ], ! n .sid 5 •jfO ! iai i SEE SHEET I8 rOR ` " i� } N { j / �0' ' f ^• 0-64$ Ac. i /.. : i� i TABLES&LEGE,VQ \- J �•/P r _ o i _ • - 1 L - - - -._.._.._--•._.._ z+ o 1 v H I I 0.620 Ac. n r " •o- n 1 114.41' �ELt4`_L=2•S0. h ! i +� : i i\ r ` 3s.or J UPPER BALLARD FIELD L a• L ,=7--�ii4 0.k g j1� EL324 _ J F. �v ; I ! • L15 4� PRIVATE .4LI.E'Y 1?,,? 47 02'S3" E -- _ , EuO i i i i 1 & �9 79.4r 41 i `L}165.t8' _�,ss __� 13.5- j 1 f :r t OLD TRAIL DRIVE '"j y t i r ]5 .18 .n L.11.18 1 m �! 21' . r °N0PIG) \ ir.� ! r- r FROM: STATE ROUTE 691 (JARMAN'S GAP ROAD) _.._-,._---•_-._ -"---Tht ti- - _ _ !" '- - _ f `' i 13-5•I r h i-m . r ! TO: U.S.ROUTE 250 ROCKFISH GAP TURNPIKE) i• i /� 9+EE� 15 1 a� r 6 ( ► !x j WHITE HALL DISTRICT A!BEMARI E COUNTY,VIRGINIA i 1 i IAA t/ SHEETS 13 & 4 a f ,9, i 0.563 Ac_ 03I 1 n j • !La` 1 40 i 41 ` ► --J1 i- ! - 011031010 I ,.ortns ewloeou I r�s 010000. I I 0.535 Ac. if w i 4.+- i C 1 I- _ _-_ _ ,•t►4� i - D.s32 ,\�- r 2 1 �� THIS sRA1Waa�PREPARF_D AT W YA THE Jw i . 1 w 101 ` rt � L�100.00' 1Ie0011t,sness Center Drive ,o i 1 e,� 5 z EL73-.0 • 05. C21 o TIMMONS GROUP Unma70.VA23236 to tit i 1 ! n'•$ v YOUR VISION Aq'IiEYED 7NROUGN OURS. TEL 804.419.1:to I FAX 804.794.2545 r Iwo a...+woo*ila.0 wwi ...worn .P.C•11 vnm_ommax.com L._ - - c.J C7 ! £l71 ��t49.�L�►.!u�.;4.po' 6 1 57.4D DATE: DECEMBER 6,2004- SURVEYS: HTS CAL CHJ(:HTS z w f L6B '1. L-BI.BO' SCALE:AS SHOWN _ DRAWN BY:LAMPS I-UTILITIES:SC 4 33 of G L>e95-15 7 5' .13.45 L v- -••- - SHEET 15 OF'9 3.N.: 66311 GRAPHIC SCALE • • • • ' - • • • • ', • •• • • •• • • • SO ° '0 10 soo OLD TRAIL CREEKSIOE, LLC• • • • • • • O D . 2764 PC. 271 • • • • FLOOD 7_CNE •y 1N • b VAR. WICTH DRAINAGE E.4SEIAENT TAX MAP 55-75 APPROX. LOCATION OF f • N Kit • • ( IN FEET ) �0 E 100 YEAR FLOOD PLAIN FLOOD ZONE "A- co of y GEE SHEE 16 • ' 1 inch • 50 It se.. g,-`� "E 59.3g---._. S38'46:0+yE "'-:a .� / _ _ se- 61.�•� BANK 0`�IEcALO G E NORTy S46.21'48•E _.M_.229.05_._._.-._._._—... r' 1t'l / SEE SHEET 18 FOR J �� C EEK.� s oosb TABS&LEGEND G, ag r Flood Zone "A" 4- ice.. 12 E i 76 'r $5 5-,-.i 3,�9 6� 24,E " 46.O6 APPROX. LOCATION OF ' • • • 100 YEAR FLOOD PLAIN ti' . ` 20' SANITARY • • • • • { • ` SEWER EASEMENT • • • • • • • • • • �J \ y � • • • SEE SHEET 19 Or�•P• • • •,._ __-,__.-. ... ` • • • • • • yQ0 s FLOOC:iv £ •" •\ • • G ^G i APPROX. LOCATION OF .�. • • • • • i S • • • • • • FL000 ZONE • - 4� Lc - .,' STREAM PROTECTION AREA . (..•-• .' — • OPEN SPACE 'B" "�. rr' N• f to • cv.. a `•` 10.493 ACRES `~ ` 1 S s • • 5 •55'70'w E EL714 • _ •.` F I CL7o7` _ �� i1.4. 1 v� ; .••-_ /011 S 48'15 - E� S `_ / / S 3�8: \to '.� 5• 6.6.5 t •• 4.60 / t05.37'. 5���2?6`—C'Ltt3 _ /� / 32"E �5j I�0'� S 48.82' - QO f ry �L'yi • ty /- ..11k�4 -....�..,-Sf _ 7T _ /� of �sj �z6// /•-..---- 1 a ma'•s• r ss r -;- - 1•i >t RP. .", `` © 11' /• �11� i 13 .� i te- ....SON '. 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L.,_.�� 0.53E UTILITY ESM- .5•FO I. , • 114 B e n sss C DrBRANCHWAY �,.e 0 �L• 5� a, 't o•' `N. TIMMONS GROUP YA23 per` •te_ 7 i ic^+ - s YOUR VISION ADIi VED THROUGH OURS. r ,SO4 :5-t l to 17Ax ea1.19a.zaa5 A. �6�'L: .• t' CS --� • i� �.' f j ,r a..rorrwsle.aorr+rlt s�.j 1.d.ia°+r www.UmnaKoom 7. FLt47 �J(D_ ? Lt �_ t8.b5' °rl -_ ',, �Y.� O V o - �O �- <0 i' I. - DATE: DECEMBER 6,2004 SURVEYS:HTS CAL CHK: HIS 9 _�j< '_ `�. �y'o 4 O v . t: L.34-sr 8' , �,q31 ' I. I SCALE:AS SHOWN :t.C:/ h t'• _ �1� i •-� 't� �. ' DRAWN BY'J-AoAMS LinMIES:SC 31 f .0, �_� _/ 1�0 �` - .145. J• L=180.37•I •!!! SHEET 16 OF 19 J.N. 66311 - i it A I GRAPHIC SCALE • • (5-'3�� �y��" se 0 n H• +00 • xo 2:55.E �•' Floc* Zone 4 E YSNE �MEM Y7�� S41'32'1 S 550 ,,.. '•- 73.05' IN FEET) • / - ._.".�.� 1 inch - 50 ft • Al i APPROX. LOCATION OF ,�)• % • • • • 100 YEAR FLOOD PLAIN �y OLD TRAIL CREEKSIDE. LLC . • "�i • • • • O.B. 2764 PG. 271 ' • ro i • • • • • • �3 A. 4)/ • • • • - • • • • • • L. TAX MAP 55-75 , • r _ i • % , - • / .__ - ` • • • a • c��io \I • • • �/ • �/ ,� • -C �'� APPROX. LOCATION •OF `� • • • • ••P • • i e- 1. /.O • •1 tk40 STREAM PROTECT10N AREA OPEN SPACE '73"" °G f / • ��.65� t- 1- •• 0•-• 6 T • 10.433 ACRES O,y /---1 • w • �/ • 4 �• w S 55�pA0" Ellt4 _ _ •.• P 1 , • .�,• /r r -•3` $ S 48'15'54' E-� g`--•— - -- --- 0 • so' i • a h�i OPEN SPACE "3" .+ • 46.82' 'i1 7:4. _..- r--, f� /ry _ ��,., �i I • ?^ • 1 / u � .. _,S}54 1} /t•SJ� I n �.� 4I + • !�� 10.493 ACRES ,, • �ti6/ /-r.,_.�..�•-�N �o f22g s. tg� �/� / ` �� c• w ink ffuwi ram' • • �p•11 k/g� ��%0 /NV Ii K� O.Sa3Ac. j+� ( �8�• r�"�� 1 ' `` I / L Q ti -� I \� S-1' / \�- /1R�i i lmt ; ( g r ` Tgl� J ` I 28 oo ! cab` a / . •/ i i ! 12 i" i co. ! + `` •o i o + �0 ! i i + 0.517 Ac. i r _ - • -Roy/, gi 4.1e0 1i 9ati r `'" 0.582 Ac. I •i :� ! i1 i R• F\ ?3. I/ I • N! O 7 _i' �0 `\ ` ' 9!. �� i i4, I 11 �• /r \$04• I • • 2•�X 4 / / \ O _.-1 N..._.._. II M ! 0.536 AC-•i i i h \ I • i am s` ,� , ��• ` / L=s3.80' J2 L i i 30' X 15' / l ow z yr'. • ` a o if �`� �`� ' �19$16 L.36 - _ _ �� / UTtuTY ESM7 SEE SHEET 1$FOR Q• oa • '! ,� i jB? L `���`� -+� �, - ��, L'r9.28✓2 L} ----.._ " 1� TABLES&LEGEND i • �� w t / 15 ,: /a 1$' c. L=5.63' L-r1,37. .06...3e, B' „�_�..-.._.. i UO a ( 0-542 Ac. i d1 C1¢ _ ,V ` .rl i • p4 y�; r• f$z +1 - ! �� 'tip `�`i. L_6Zs8 © L.50.66.) ��' + • oe ��� z • DO i N + �/ oo G'sv�y€����_ �G0I L� 50 1 L=34.17' L:7726 1Gfti OF }• a O\ 0 j u v CO ` ate. t- - - _ N,',µ �7 78.4O• o�'�`. l o . p r EL$t --• n . I Z-6- • t, 4% <0 • 7i0- _er • �-`-. I 0) / i. i ALP _ - _ - a tPAY"fEPi{�hSO!i • • � •fr.( a Qe + f-.._.._.._.._ _ -'�T�.ei' ems/ >� .H `s U � 2301 a • t xa ••a .t t `!'=•JZJ7' Iv/ i + + CO , `�jY • .t 1 0�'' co) t t r l43 / i i� + ,mac n. (�,s` + 1 Z 0 •• I I +I / r SHEET I6 '- 0.525 Ac + -.�• +' crli•A �� • 1 i ©! -col EL4 7 ,•AIATCHUNE S>aEET T4 + / _.• , • • , • i' $ 1. • r I ! 1. 1 \ wig • Ni •r.• i ' 40' - 36 i . Vim/ UPPER BALLARD FIELD + `r .6 i m ! 3.663 At_ O �� ,_ k,"/ e ,��F • 1 .Q • 0-508 tc I J + .L--�.._-._ _.-..mob / t 1?(7j `L DY CY • I ocp ! • I i �l . Lz4fi.98' / OLD TRAIL DRIVE • IH '1 • 1 i�f -c• -- E %� bpi •a . LB - FROM:STATE ROUTE 692(3ARMAN'S GAP ROAD) JACX1E H. \. , p •� i oy b9•L. 1S •51 IIFFLE1 r .. I°pi • a ' ' _-- - _ •-s SB• ! I a.87' g'-1•8: _ �,°�7'• `y — =L�s7 L•, TO: U.S. ROUTE 250(ROCKFISH GAP TURNPIKE) 0.8. t 949 ,\ ! • •0 �N 7. �- I t / ai • �c- t 49 i a t`•.- a 4��"w 38 + / 'm v S --�1 r•4}-i� .`• /?`O WHITE HALL DISTRICT ALBEMARLE COUNTY,VIRGINIA lAX MAP r n/ • r _tss.29 -i .� 33�J3i` ri.s• • `1 _ � _ • 55 78 , \ �i • z i - 12.b' ` f'�� �" ~ r v,m�a,�. I Nc•Thc toca• I .asvYarsmA SHEET 17 /DEL4 _ 4 Ir ; 1• i •\ �' •sae • � MATCHLIIVE f SHEET T4 �/ - f ^- '' E1130, �L1J1 -r='S• / -��`f' 9 m •r • THIS DRAWING PREPARED AT NE • 1+ ?ro J 1 f N • BRANOIWAY OFFICE g /+ i" d co c• i I ro _ 2 �-• - 11400 t tuna Dr+•e • • /i i m1 -1 ; ,� 0 1� T1MMONS GROUP R;a„•„a•vxz3x36 r 17I • . 0 - 1 i'• YOUR YiSIOM AQ�YEp 171ROWN H01+1tS. 504.419.1120 I FAX yp4.794."s845 " ' _ _____eI+a Il tiw•••••• .rr...lvmrartsmm • // f 0-<99 Ac. ni ! U + 23 x 7' I + • I I as! + lORAIAIAGE ESMT i i ,�3 I ' DATE:DECEMl3ER 6,20141 SURVEYS_HIS CAL CHK:FITS • r EL4• 4p, a 37 I 0.68z Ac i SCALE:AS SHOWN DRAWN BY:1.AOAMs UTILITIES:SC 0 57 •r• t ! SHEET 17 OF 19 1.N._66311 --RADIUS CURVE TABLE L'NE TABLE EASEMENT UNE TABLE EL76 N36'56'49''w 23.59' CURVE RADIUS LENGTH: DELTA [TANGENTICNoRD BEARINCtCHORD LINE_4 DIRECTION DISTANCE' UNE DIRECTION INSTANCE EL77 58715'15"w , 15205' ~ Cl 20.00' 28.37 : 8116'35' 117.17' I N 7519'15" W 25.05' L 8.3535'1 i ,y4W 120.76_ Ell 1476'58'53"W _ 54.03' EL78 N6O'aTa2 133.20' C2 152.00' 45.16' ' 1711'29' 122.75' 1 S 72'33'13' W 45.09_ L2 : N47'15'S5'W 191.27' EL2 566'45'57 14 157.67 No E179 ' TABLES LEGEND C3 203.00' 154.09' 4613'49". 86.62' `S 5754'33" W 159-66• L3 548'35'35'E 113.58' . EL3 _N41'56'43'W 1.85' EE80 N55'37'C4"'W _9'7O FRONT SHEc"TS 22 TO 17 C4 _222 00' 126,03' 33'0733" . 65.85 '$ 5116'25" w 126.26' L4 N4715'55"W 133.93' 5L4 S33'17'20"E 70.32' EL81 ' N19.47'53"W . 102.52' ONLY C5 213.00' 236.48' 6336'44''1 132.10'_N 80.23'56" W 224.57 LS i S53'41'O1'W 64.06' _ EL5 515.55'38'w 91.74' EL82 N61'00'35`E 5810' 225.00' ` C6 780.00' 154.15' 11 9'23" 77.32' + N 5415'16' W 153.90' L6 _ N3751'2z'W 49.45' LL6 $303613"w 97.85' _ NO EL83 A_ I Cl 1020.00' 225.21' 12.39'02' 113.06'I N 53'3526' W 224.75'I L7 �646'59'17 W 74,72' EL7 537, 'O8"W 166.80' E184 N61'00'357 58.58 C8 1020.00' 120., ' 6'46'52" 6C.43' 'N 43'52'29" w 120.65'i L8 547'02'531 320.27 18 N8512'36'w 367.91' '1 A5 S19'47'53"E 15.44' i LEGEND C9 730.00' 203.76' 1559'32' 102.54' N 4828'49' W 203.10' 7 L9 5390 43"E 50.06 EL9 NC4'47'24'E 22.00' EL86 $47'37'0C'E 124,62' 10.o0''- i- C,0 170.00' 298.34' 100'33'04" 204.52' N 06'12'04" W 261.50'j ' L1C N39142'43'W 55.42' EL10 S5512'36•E 358.28' 5687 S30'42'457. 29.50' TYPICAL PRIVATEALLEY(24'R/W) C71 470,Q0• 136.53' 16'38'36' $8.75' N 52'23'46' E 136.05' L11 N47'02'53"W z1.90' I EL1I 437'31'08'E 172.27' EL-88 N85'02.53'E 12.87' LOT SETBACKS O &SAN.SEWER ESMT C12 630.00' 192.51' 17'30'27" 97.41' N 51'57.51' E 191,76' I L12 N42'57'CTE 91,62' EL12 43036'13'E 54.67' EL89 N0 r10'56w 111,50' FOR LOTS THAT VAR.WIDTH SAN,SEWER ESMT 013 150.00' 293.73' 11211'50' 223.21' S 80'41.2$' E 249.00' L13 N37-5122'W ! 15.11' EL3 N1656'387 _ 98.94' , E190 $74'07'43"E 191.23' Cta 480.00,"_ 142.76' t702'27 71.9T' $33146'47" L 14224' Li4 N5.3•41'Q'E I 68.48' E,14 N331T20"'M 70.78' EL91 N74'44'02"W 9.40' ARE NOT ADJACENT C15 '520.00',177.52',19.33.3r 89.63' S 31'5t'12' E 176,66' L15 N47'02'53"W I 244-33' NO EL15, _ EL92 $1515 6"W 24,48' TO THE PRIVATE /� VAR.WIDTH DRAINAGE ESMT C16 '1220.00' 92.58' 420'52" 46.31' $ 19'53'57" E 92.56' L16 N48'59'17'E ! 74-72' EL16 ! 1411'22'33"W 9.53' , EL93 N74'07.43"W 179.73' ALLEY ,� 4 y 20'SAM.SEWER ESMT C17 ;220.00' 304.69', 29'21'05" I182.49' $2T'57'01' W_280.91'. 1.17 . $3731'2YE 51.89' EL17 I S4i'56.43`E _ 10.46' EL94 1427'D7'19`E 85.11' 10.00' lJ C18 705.00' 190.98' 15'31't§"J_96.08' I S 53'51'56• W 190.40' L18 53751'27E . 17.35' EL18 I N48V3'17% 31.00' EL95 N36'56'49'W 5.77' -- C19 20.00' , 33.07' 94'43'52• 21.72' S 0115'39" E . 29,43' L19 EL19 N41.56'43"w 10, E VAR.Wl6THSIGtIT'OIST ESMT �425TDTw 91-8?' 69' L96 N655TZ4'E )4,3T , 620 980.00' 193.10' 1117'22` 96.86' S 5416'16" E ,192.79' L20 N46'48'38"E 24.10' EL20 ? 94917'0_7w 10.59' E1.97 N4917'02"E 304.31' s 1 20'X8.5'U77LTIYFSMT 021 820.00• 162.05' 1119'23- 81.29' •S 5415'16' E j 161.79' L21 N57'28'367 ' 24.10' EL21 i $39.04'40"w 130,45' EL96 N4917Q 'E 128.20' �J 022 1517.50' 84.20' 310'45" 42.11' S 33'05'35" E ' 84,19' EL22 i 554'55'20'E 152.01' EL99 N47.02'53'W 129.23' 20.03'} C23 177.10' 298.76' 96'39'17" '95.97' k 831D4'47" E 264.56', EL23 $390s'40'W 23.00' E_700 N3825'3D"w 15.83' SSAN,Srs1YER£SMT C24 247.00'. �66' ,461$'48",,Q,S,§4' N 575 50'S5 4'33' E 194,26' EL24 N7Q'W 163.50' E1t01 N47'02'S3'W 2.52' REAR)$ 1\ C25 10600' 19.06' Io'o '38' 9.55' N 7600'38' 19.43 EL25 o N39'04'40E 1.00' E-102 9481732•W 132.19' C26 , 2000' 35.76' J02'2731- 24,90' N 19'43'33" E 31,19' EL26 ! N5055'24`W _ 152.76' EL103 N4756'36'W 289.56' C27 20.00' 30.37' 67 00'SO' 18.98' S 891 a'00" W 27.53' EL27 N45'41'08•w _ 354.60' E'-104 542'03'22"w 26.00' _ C28 98000 115.99' 6'46'5% 5806' N 4352'29` W115.92' EL28 t Naa18'S2"£ , 20.0C EL135 S47'56'38'E 288.13' FRONT C29 770.00' 214.92' 15'59.32" 108.16'I N 443'28'49• W, 214.22 EL29 i $4S41'0$'E 342.73' E1.706 ,5472$'21"W 172,15' C30 130.00' 228.14' 100'33.04'_156,45' N 0612'04• W 199,97' EL30 i 550'55'20"E 151.25' E_107 507 9'33•E 282.�20' C = Cat EL3t I N3904'40•£ t22-22' EL108 2 .OD' ("'"•- ___. _430.00' 724.91' 16.38'3$', 62.90' N 5223'46' E 124.47' S67'QY34"W 13'-9r_ I C32 670.00'i 204.73' +T30'2T 103.17 N 57 ST51• E ,20393' EL32 N4917'02`E 18.26' EL,09 S3118'377 2$-03' C33 V110.00''215.40' 11211'50" ,163.69' S 60'41 8' L" 192.90' EL.33 �66'UT42•w 24.29' ~EL710 N6:�O7'34'E 125.5C' C34 520.00':154.56' 17'01'47" 77,$5' S,33176'27- E 153.99' EL34 NZ?08'3a"w 52.54' ELt!t 528 52'28•E 206.82' C35 22.50' 137.a3' 9518'21" 24.69' S 0607'50' w 33.25 EL35 586'49'33"w 27.57' EL112 N81.07'34"E 6.50' TYPICAL C36 22.50' ' 21.68' 5513'01• 11.77' $ 8117'31" W 20.85' EL3b I N0310'27"W 20.0C• £L113 $28'S2'28'£ 187.77 LOT S1;IBACKS 637 5200' 27.56• 3022'08' 14.11' N 8617'02' W 27.24' EL37 f N66'49'33-F_ 14.SS' EL'14 54823"27'6 149.52' -C38 20.00' 22.20' 6336'44 12.40' N 69'38'44- W 21.08' EL38 I N�Q74'56"w 14,48 EL115 58371'14•£ t77.23' FOR LOTS C39 87.00' 14a,49' 9sys'21" 95.20 N 8526'73• W 125.45' Et 9 I 4a1'43'44'E 20.4C' EL116 , N06-38.46-E 20.00' 10.0e' ADJACENT TO 10.00' Do C40 87.40 14279' 9a1)2'10 93 35' S QO•Dt'48" E 127.29' EL40 I 58816 58`E 25.05' ELM 17 N83 2i't4'W 160.46 FOR PRIVATE C41 y 1;$.QO' ,9.2 "8�0'10` 4.65' N 4302 4$" W 19.26' EL41 1 N30'35'44"w 5.45' ' ELM N4$'x2rw 156.31. ALLEY f L+Y C42 20.00' 32.25' 9222.42' 20.85' _N 07'OS'38" E 28.87 EL42 N5111'S3'E 216,66' EL119 N28'52'26"w 174.31' r1i+c.c'.J �P�'IH Op C43 745.00" 98,84' _736'04" ,49.49' S 49'31.57- IY 98 76' EL43 5421t 24"E 7.69' EL120 N2852'26'w 279.96' C.-6 C44 20.00', 28.91• 8748'3Y_ 17.64' S 134'2701" E 26.48' , EL44 N51'52'45-W 21.95 EL721 N07 9'3�T W 07 D 043 74500 4527 378'S3' 2264' S 5953'07" w 45.2¢': EL45 N38'0755"E 20.00' EL122 N41129'21'E 160.78' o �l"6 �0 C46 180.00',249.29", 79705` 149.31' S 2157'Or W 229.84' EL46 551 S2'05'£ 25-99' EL723 N491702"E 134-64 f g iBpY 57 K^' C47 _1180.00" 89.54' 4'20'52' 44.79• ,_S 1953.57" E 89.52' E1.47 u4211'24'W 3.53' EL724 54T02'S3'E 128.51' 25.00' X C48 480.00' 74.67' 854'4r 37.41' S 2631'4r E 74.59" EL48 S695Y03'w . 89.74' E125 S3825'30`E ,2 iZ 0 NO. 23'01 ;:. C49 _2250' 37.44' 9519' 24.70', S Y639.05"f 33.26' EL49 N66t)L7 54'W 74.89' EL126 N33172o'w 1623' /r/a Q�g C50 18.00' 17.95_ 57'0710 9.80' N 25'DT27 E 17.2,' El.•50 N33'2TOj'w 99.03' ELt27 N2440'28'w 294,54' ROAR f�!frrr///��' C51 , 5200' 26.50', 2911'39' 13.54' N t1'Da'32' E_ 26.21' ELSi 11 N5434'1YE 11.44' EL,28 N28 76'19-W 250 77 C52 20.00' 22.20'_63'36'44; 1240' N 06'03'00• W, 21.08' F152 I N33 25 07'tV 15.21' EL729 NIO 1 Q'lYE 12�28 C53 87.40' 122.70' 80'48'29" 74.05' N 0237 3-E n278 E13S 55B1t'79"w 11,30_ NO F1,3o C54 15.00' 23.56' 90'00'00' 15.00' ,S 02 02'53" E 21.21' EL54 N33z702'W 52.97 aim 54010 t Yw 109.54. T7 C55 ",6?p0' 22b3 800'lO" 1133' N 4302'4a"W 22.6Y £1.55 ~ _ 805'45'51"E 37.78' Et132 S2a56'19'€ 278.Q�' UPPER BALLARD FIELD C56 15,00• 23,58" 90100.4Q", 15.00'_N 8T5T0r 21.21' ' ELSb N351637 01 57a+02a•E 193.24' C57 63.00', 88.85, 80'48'29 53.62' N 02'32'53'Z_81.6T EL37 i 527'48 1'W _ 64.7'W 9499 .133 4 EL734 5331720'E $5 6$ & r7lJ F Ma 20.00' 21.92' 62 47 so' 12 21' S 691s,r E z0.84_ Et58 I $53 41'41111 _ 49.70' EL735 stisT 6'S6'E 10 oa' OLD TRAIL DRIVE 1ri 710'1 _C59 50.00' 109-30' 125 i'39 -•�7,21 S 3751.22' E B$.94' EL59 N8001 041e 28.44' - E`736 $ts�[g'43'E 156.40 C6D 20.00' 2192' ,8247'50' 12,21' S 06'272r E •20.84' EL60 N2256•42'W 1559 _ 0.737 N8816'561V 7542' . C61 63,00•_io4.63,95o9'2'T 68.94' N 6V6'03 w 93_0l Et61 N0355Q7'w 87.55 Ett38 J46219 a3� ;mace FROM' STATE ROUTE 691(JARMAN`S GAP ROAD) C62 63.00 1Q340 9470210` 87.60 S 000148' E 9218 E13i2 N14'48'51•E 24.41' £139 NO3'38'40'E 12.38' EL63 i N3556'01"E 101.29' t*14o N5619'00'E 1s,sT TO: U.S.ROUTE 250(ROCKFISH GAP TURNPIKE) C63 20.00' 30.90• 8830'S6" 19.49' S 06'S9.33" W 27.97, I I C64 20.00• 31.42• 9000'Ol`L20.00• N 0215'55- W 28.28' 5 64 NSQ'41'26'E , 90.76' EL141 N86'43'33'E 19.73' WHITEHALL DISTRICT AU3Et�3ARLE COUNTY,VIRGINIA C65 1517.5O',234.93' 65713 117.70' S 39'07'04- E 234.70' ass I k541814'E _ 161.00 EL142 S815t'3rw 5.44' 056 98250' 113.44' 6363 ' z6' S 4014'42' E 113.38' WI EL66 i u791750"E 82.36' 0.143 5561900"w 162.97 RCZMIA ! roan,ctansu [ �� C67 58250' 357.59' 3510'23' 184.63',S 00'Ot'5r E 352_00' 1187 N4744'05'E 4.87 E1144 538?530"E 13 353' •�� • TM E168 j 54715'55'E 14.71' EL145 1439'01'37"w 65.35' • • [S DRAWING PREPARED AT THE ma1517.SD 367.7Y, t ' Y S 2433 40" E 356.84 EL64 1 N6,52'06'E 133.68' EL146 $7$06'4411 65 T 3' BRANiCHWAY OFFICE 069 745.00. 62 56' 4'48a$42 42' 184.73730' S SS'44'19" W. 62.54' EL70 11406 Business Center Drive $44'51'36'E 242.30' , EL147 ' Nq7 26'35'1W 103.71' - T I M M O N S GROUP Richmond,VA 23236 EL71 546'0117E 112.31 EL148 551'57057 13.77' 0.72 $3015 Dj w,, 6.30' _ 0.149 533'03'31'E 108 84' YOUR VISIOLI AO EYEDTRODGH OURS. TEL 604A19.L11D t> 804.794.2845 EL73 540'4T'17'E 32.2T E 150 N5152'OS'1r 5.88' ex.Ceww+m.e 1Ia I ..dvcw+[T.d+rWwr trow.Wntna�aoin EL7; I S491702`w 294.08' EL151 N33173'31'8 113.80' DATE: DECEMBER 6,2004 SURVEYS:HT'S CAL Mc:HIS EL75 ! 56537'24'W _ 55.20' SCALE:AS SHOWN i DRAWN 8Y:3.ADA:NS UTILITIES:SC SHEET 18 OF 19 ).N.: 66311 t II LINES SHOWN IN THIS TABLE REFER TO T.IE ft /TAx PARCELS_.---/-- `/-A,p,„. CURVES SHCWN 1N THIS TABLE REFER TO THE OF THE 20' ME SANITARY SEWER EASEMENT ! \ 7 1fYs+ G, OF THE 20' VADE WATERLINE EASEM=NI 55-72C. AND THE 20' w1DE WATERLINE EASEMENT /55-72E THRO.JGH N, + �'1?° -`7P f �/l' ✓�Q CURVE TABLE LINE TABLE �� % 55 1[Vi+ 55-'•1N1•q•° Sr0ez C4� i LINE DIRECTION DISTANCE AND 5-72N3 s k ATE �+tLETo J CURS ; RADIUS LENGTH TANGENT DELTA • CHCRO BEARING CHORD L, �. •/•/ h^-,r• �P?� rj ��rf 2;5 Cl ; 500.00' 55.57' 27.82' 6122'06" N 24145'31" E 55.55' 574'13'S0'w 230 5 , ''','Z. ` z ," /' �1 C2 11495.05' 11.04' , 5.52' C'25'$3" _ S 6216'08" E. 11.04' Lz N66'll 14"1N 166J5' C'0r �!_� 1 ' S"/ 1:"-,. ,) i _C3 _4994_91' 921.47' 462.04' 10'34'12" : S 67'45'55" E 920.i6' tiI L3 N66'11'43"W 103.56' 4,0 3 I9? ''ho • / _ r r `�` sSQS.00' 356.95' 186.30' 40'29'S4", S 52 48'04' E 3t9. 6'L4 N52'43'09"W 295.25' OCE( i e9 Etij� . '. y. / :�'' ti 5-- j i \\ E£k ••i_ / �.•y 0 ^ C 292.D0' 153.41' 7d.52' ! 30'06'07"; S 4T36'10 - 151.65' N, L5 N65'44'S0"W 400.40' f •\ �.�w^L6 S54"29'S1"w ' 193.73' - u- �� /• <' 7;L7 S4313'41"W 97.50' '‘ ` ,�-. 4\•>9P�C r r �..�v�• ✓�1S06 39'46'E 81.38' =V x _ tih.pk TAX PARCEL p__._ L9 Sfi6'36' "W 246.68' SURLVEI 0,-,,,I. 55-71 - 20' PERMANENTJOANNE L- G. MOYER L10 S59"23 "W 161.50' 7WATERLINE ESMT. FAMILY TRUST .. 111 Si2122'39"W 54.80' SEE SHEET 6 OF 19 • p.B. 1449 PG. 27S D.B. 1671 PG. 592 t 112 546'46'45"W 339.75' w FOR ESMT. TIE IN �, i •�, TAX MAP Sfi-1., m Li $43'15'04"W 171.50' �� C2 20' PERMANENT ;r -\ I TAX PARCEL �? �� WATERLINE ESMT. -'� O L14 S33.41'13"W 9L'•5 ! W ! • �L16L17 ' : \ ( 1TT :IEJ L18 '11"w 207.51' '\ <2j ��O.BS .CCRBS /'L23 N28'1753W 954p Lz4 No11s36"W 31z.4r _ ,. \ 20 SANITARY yes i, ; / o` • � F TO pR� R EEK L25 N09'29.31"w 324.91' \ S�7T�'R d:IS�'NA'NT �'o / _% �'-'------- _CO EEI JOANNE L. G. MOYER OF ir10'�t tp L26 i N6315'49"w 239.26' 2.7lt 4CR8S r <''/ L' / �. CtCkt �S 06'36'41" E •� o IN AF`c c7E / FAMILY TRUST Nino ✓ I l L27 N68'4$'42"W 384.65' I / u F S`• 3 /' \. D.B. 1671 PG. 592 CRE LEA � � 35 f ` o S EA' 35.28' 70 SURVEY L28 N52-38'18"W 400.00' I '1g CF"339 /r�' <Jjs��' TAX MAP 55-13 ,$Q /�� <p SU'RvEY } •/ < P�F �\ SANITARY �iU' TIE uNE I L29 N66'47'03"W 120.64' co TIE LINE" >' 'fl 0+ "' L30 N31 22'42'w 185.27' I �50 L9 -+ of .� SAWS!? S_.a (I. 5 ° 20' UTIU TY EASEMENT �T'.t.5'AWA' 7' D J .._../ L3l N1 BT]0'34`£ 246.93' I �,.} " / � N ?Li. D.B. 2696 PG. 725 0.02t ACRSS u:1 car( L32 S 7728'40" w, 81-16' v 1 I S �3 5EE j/ 80 SANITARY ZTMLSURVEY H0\ jt1• _ r�nE EY 4�R� F !� L35 S E E 123K j E 63. 2' / L]NE _E 19.20' I / MARCH MOUNTAIN PROPERTIES. L.L.C. 1' ,. \\ , ip� 1 a TROY S> N- L38 S 74'49'33" E 15.07' v. D.B. 2233 PG. 389 rt 'o^•� llL�r'T�4Il No.'2301 L39 S 79 33'25' w, 115.11' <7 � t; SURVEY ' 1" = B0' /, • TAX56 14 EL ti 11E LINE �� Cq i r y11R+6s TAX PARCEL - l! ..- NOTE: 55-53 ' tt PLAT 3t-OWING 1'F� LOCATION OF A 2d' THE 20' SANITARY SEWER EASEMENT I �. 1f -� N �- 20' PERMANENT +t AND THE 20' NAARE D E EASEMENT I �- wATERUNE ESMT. WATERLINE EASEMENT AND A 20'SANITARY SHOWN HEREON ARE DEFINED AS 10' oo •- D.B. 1971 PG. 23- i SEWEREASEMENTTO BE A A THE OFFSETS FROM THE ANNOTATED D . 1 1 ! CENTERLJNE OF SAID FASFMENTS. I �,\ If I i f /! PROPERTY OF MARCH TAN PROPERTIES, LI_C. at,' ?��_ „ 1 J s t. UPPER BALLARD FIELD 1 / & v9r SURVEY TIE uNE . //. a, OW TRAIL DRIVE raliio'r / ; `I ✓ --, FROM: STATE ROUTE 691(JARMAN'S GAP ROAD) ' 1 TO: U.S. ROUTE 250 (ROCKFISH GAP TURNPIKE) 1I // TAX PARCEL 1 \ -�.` ' WHITE HALL DISTRICT ALBEMARLE COUNTY,VIRGINIA I 55-1791 .4Yxaaia. I .oc11CI MS. I wesTvcaueu el TAX PARCEL +�T •��•� 116SDRAWINGPREPAREDATTHE 48 55-105- I GRAPHIC SCALE 0 RFIANQIWAYOFFICE I1400&tiKss Center°me - -___-� ;--__i i �, a m 'V ,� TI M M O N S GROUP Ric_'sn+aed.VA 23236 I / i, in - - Fi 804.419.:I:0 J FAX 804.'94.2845 300.16' TO THE NIL! l j-••-•' TAX PARCEL : TAX 'ARCEL YOUROURYIS[OMACHIEVEDT THROUGH H.LLSBORO LANEj I 55-104 t ! 56-178 j sse«wvmMtMadl iXren tmeousITeefrbteor' D.B. 2733 PG. 321 ' 600 b9 1 r I i t ( DI F827 _ • S75'4 000"W - t I loch- 500 A DATE: DECEHRER 6,20+34 SURVEYS: HT5 CAL CHK: HTS t -••- - SCALE:AS SHOWN - DRAWN 6Y::.AOAMS UTILITIES'SC ROCXFfSX CAP TEIRNPlJY;1i' (U.S. ROUTE 2501 SHEET 19 OF 19 ].N. 6631; • 1 t- • r' RECORDED IN CLERKS OFFICE OF ALBEMARLE ON December 08,2004 AT :26 AM $0.00 GRANTOR TAX PD AS REQUIRE..$0 00 VA L CODE ; $05001-802 STAT ALBEMARLE COUNTY, COURT SHELBY MARSHALLCLERKCIRCUIT �� Instrument Control Number n I 9 ` ' o :j i i_ k.. . u Commonwealth of Virginia Land Record Instruments Cover Sheet - Form A I111 11'II Ill Ill 111'1 WI 11111411f1 U11I 1Il1I I11.11 [ILS VLR Cover Sheet Agent 1.0.66] Doc ID: 000105210006 Type: DEE Recorded: 07/19/2002 at 03:05:40 PM Fee Amt: $20.00 Page 1 of 6 T C Date of Instrument: [6/3/02 1 SHELBY MARSHALL,CLERK CIRCUIT CT. Shelby Marshall Clerk Circuit Court A R Instrument Type: [DBS ] File# 2002-00012346 p BK2233PG389-394 E Number of Parcels [ 1 ] X Number of Pages [ 5] E (Box for Deed Stamp Only) M City f County x [Albemarle County ] p First and Second Grantors Z _ _ Last Name I First Name I Middle Name or Initial I Suffix x. — [March Mountain LLC ] [ ] [ ] [ [ ❑ [ l [ If l [ l First and Second Grantees Last Name I First Name I Middle Name or Initial I Suffix all [March Mountain Propert ] [ ] [ If l ❑ n [ ] i ] [ ] [ 1 Grantee Address (Name) [March Mountain Properties LLC l (Address 1) [800 East Jefferson St ] (Address 2) [ ] (City, State, Zip) [Charlottesvill ] [VA ] [22902 ] Consideration [0.00 1 Existing Debt [0.00 ] Assumption Balance [0.00 1 Prior Instr. Recorded at: City I I County El [ 1 Percent. in this Juris. [ 100] Book [ 1 Page [ ] Instr. No [ ] Parcel Identification No (PIN) [N/A ] Tax Map Num. (If different than PIN) [05500-00-00-10400, 05500-00-00-0710, 05500-00-00-08300, and Short Property Description [485.095 acres and 0.529 acres, Lots 1-13 Clayton Manor Subdivi] [ Current Property Address (Address 1) [ (Address 2) [ ] (City, State,Zip) [ ] [ 1 [ Instrument Prepared by [McCallum & Kudravetz PC Recording Paid for by [McCallum & Kudravetz PC 1 Return Recording to (Name) [McCallum & Kudravetz PC (Address 1) [250 E High Street (Address 2) [ (City, State,Zip) [Charlottesville ] [VA ] [22902 Customer Case ID [ 1 [ II ' l' .l 7 .:IllI/ ' 1' I. n 1 11 ,� 1 } 1 1 yy 1 i I 1 1 1 Cover Sheet Page# 1 of 1 {I r i , 1 1 2 J�) t t7 +,.3 PRIiI'ARu!)BY: Mc.CAI,I,uM & KUDRAVErz, P.C. 250 LAsr I-hGI I STREET CJIARLx rI'1sVILu, VA 22902 (434) 293-8191 Tax Map Parcels 05500-00-00-10400, 05500-00-00-07100, 05500-00-00-08300, 05500-00-00-10500, 0.5500-00- 00-01400, 05500-00-00-014E1, 05500-00-00-017B0, 05500-00-00-017B1, 05500-00-00-072E0, 05500-00-00- 072r0, 05500-00-00-072G0, 05500-00-00-072H0, 05500-00-00-072I0, 05500-00-00-072J0, 05500-00-00- 072K0, 05500-00-00-072L0, 05500-00-00-072M0, 05500-00-00-072M1, 05500-00-00-072N0, 05500-00-00- 072N1, 05500-00-00-072N3, 05500-00-00-072CO3 &05500-00-00-072A0 THIS DEED IS EXEMPT FROM RECORDATION TAX PURSUANT TO SECTION 58.1-811(A}(10) OF THE CODE OF VIRGINIA. THIS DEED OF CONTRIBUTION dated this 3rd day of June, 2002, by and between MARCH MOUNTAIN, L.L.C., a Virginia limited liability company, the Grantor; and. MARCH MOUNTAIN PROPERTIES, L.L.C., a Virginia limited liability company, the Grantee, whose address is 800 East Jefferson Street, Charlottesville, VA 22902; WITNESSETH : As a contribution to the capital of the Grantee, in which the Grantor is entitled to receive one hundred percent of the profits and surplus, the Grantor does hereby GRANT, and CONVEY with GENERAL WARRANTY and ENGLISH COVENANTS OF TITLE unto March Mountain Properties, L.L.C., a Virginia limited liability company, the following described property: PARCEL ONE: All those certain tracts or parcels of land, situated in the White Hall Magisterial District of Albemarle County, Virginia, containing in the aggregate 485.095 acres, more or less, and 0.529 acre, more or less, as shown on a Boundary Survey of Piedmont Virginia Land Trust by Kirk Hughes & Associates, dated September 20, 2000, recorded in the Clerk's Office of the Circuit Court of Albemarle County, Virginia, in Deed Book 2035, Pages 728-736; 1 PARCEL TWO through FOURTEEN: All those certain lots or parcels of land, together with the improvements thereon and appurtenances thereunto belonging, situated in Albemarle County, Virginia, on the south side of State Route 691 (Jarman's Gap Road), shown as Lots 1-13, inclusive, of Clayton Manor Subdivision, on a plat by Warren F. Wade, C.L.S., dated February 1, 1964, recorded in the aforesaid Clerk's Office in Deed Book 399, Page 567, TOGETHER WITH, as to Lots 11. and 12, a fifteen foot (15') non- exclusive easement for ingress and egress to and from State Route 691 as shown on the aforesaid plat; PARCEL FIFTEEN: All those certain lots or parcels of land, together with the improvements thereon and the appurtenances thereunto belonging, situated in Albemarle County, Virginia, containing 0.91 acre and 0.17 acre, more or less, shown as Parcels A and B, respectively, on a plat by Warren F. Wade, C.L.S., dated January 13, 1964, recorded in the aforesaid Clerk's Office in Deed Book 399, page 571, TOGETHER WITH a 15' non-exclusive easement for ingress and egress to and from State Route 691 as shown on the aforesaid plat; PARCEL SIXTEEN: All that certain lot or parcel of land, together with the improvements thereon and the appurtenances thereunto belonging, situated near Crozet in Albemarle County, Virginia, on the south side of Jarman's Gap Road, containing 0.39 acre, more or less, as shown on a plat by Hugh F. Simms & Son, dated June, 1947, recorded in the aforesaid Clerk's Office in Deed Book 276, page 135; Parcels One through Sixteen are the same property in all respects conveyed to March Mountain, L.L.C., a Virginia limited liability company, by deeds of: (i) Dennis W. Good, Jr., Sole Acting Trustee of the Piedmont Virginia Land Trust under Agreement dated June 8, 1984, said deed dated May 23, 2001, recorded in the aforesaid Clerk's Office in Deed Book 2035, page 726; (ii) Clarence W. Clayton, Sr., Clarence W. Clayton, Jr. and Betty G. Clayton, husband and wife, dated November 26, 2001, recorded in the aforesaid Clerk's Office in Deed Book 2120, page 225; (iii) Clarence W. Clayton, Sr., dated November 2, 2000, recorded in the aforesaid Clerk's Office in Deed Book 2120, page 228; (iv) Deed of Release of Life Estate from Clarence W. Clayton, Sr., dated March 14, 2002, recorded in the aforesaid Clerk's Office in Deed Book 2174, page 485; and (v) Daniel Patterson and Lynda S. Patterson, husband and wife, dated May 28, 2002, recorded in the aforesaid Clerk's Office in Deed Book 2206, page 641. This conveyance is subject to easements, conditions, restrictions and reservations 2 contained in duly recorded deeds, plats, and other recorded instruments, if any, constituting constructive notice in the chain of title to the Property, which have not expired by a limitation of time contained therein or have not otherwise become ineffective, there being no intent by this deed to reimpose any such easement, condition, restriction or reservation. Parcel One is subject to the lien of that certain deed of trust dated July 31, 2001, recorded in the aforesaid Clerk's Office in Deed Book 2064, page 128, to Mark T. Giles and J.D. Miller, Jr., Trustees, in trust, to secure payment of the indebtedness therein described, payable to Virginia National Bank, in the original principal amount of$1,500,000.00. Parcels One through Fifteen arc subject to the lien of that certain deed of trust dated December 5, 2001, recorded in the aforesaid Clerk's Office in Deed Book 2120, page 231, to Mark T. Giles and J.D. Miller, Jr., Trustees, in trust, to secure payment of the indebtedness therein described, payable to Virginia National Bank, in the original principal amount of $700,000.00. As evidenced by its execution of this Deed, the Grantee hereby assumes payment of the unpaid balances of the indebtednesses referenced in and secured by the deeds of trust described above, both principal and interest, agrees to comply with the provisions of the deeds of trust described above and other loan documents related thereto, and agrees to hold the Grantor harmless from any further liability thereon. WITNESS the following signatures and seals. March Mountain, L.L.C., a Virginia limited liability company By: (SEAL) Gay n T. Beights, Manager 3 By: (SEAL) s L. J p, J . an ger By: _= (SEAL) Suzann J. St n, Manager March Mountain Properties, L.L.C., a Virginia limited liability company By: (SEAL) Gayl . Beights, Manager COMMONWEALTH, GINIA CITY/COUNTY OF , 4tt.-e --- , to-wit: .7ul The foregoing instrument was acknowledged before me this I S day of Jam, 2002, by Gaylon T. Beights, as Manager of March Mountain, L.L.C., a Virginia limited liability company, on its behalf. My commission expires: )O 31 1 °S e4Y-64,;,- Notary Public COM MON WEALTH�F4 VIRGINIA CITY/COUNTY OF UL , to-wit: The foregoing instrument was acknowledged before me this /S day of Ji*ne;-2002, by James L. Jessup, Jr., as Manager of March Mountain, L.L.C., a Virginia limited liability company, on its behalf. My commission expires: )0/3//a.r` g-aPt‘"; 5/7(-(W1 Notary Public 4 COMMONWEALTH 9 VIRGINIA CITY/COUNTY OF C ziL ---e-e.--- , to-wit: f/y The foregoing instrument was acknowledged before me this 15 day of trr-re; 2002, by Suzanne J. Staton, as Manager of March Mountain, L.L.C., a Virginia limited liability company, on its behalf. My commission expires: )04/,/0 I Notary Public COMMONWEALTH 9f VIRGINIA CITY/COUNTY OF r.-a.. e c_,- , to-wit: The foregoing instrument was acknowledged before me this Lc- day of Junc, 2002, by Gaylon T. Beights, as Manager of March Mountain Properties, L.L.C., a Virginia limited liability company, on its behalf. My commission expires: /o//4S— Y Notar Public KAUDa0ARGH11,cclMurch Mot iluin Properties,L.l..Cldccdokonuibuiion.doc 7/3/02 i0:49 AM RECORDED IN CLERKS OFFICE OF ALBEMARLE ON July 19,2002 AT 3:05:40 PM $0.00 GRANTOR TAX PD AS REQUIRED BY VA CODE§58.1-802 STATE:$0.00 LOCAL: $0.00 SHELBY MARSHALL,CLERK CIRCUIT CT. , DC 5 Instrument Control Number 0 I 6 4 6 5 Commonwealth of Virginia Land Record Instruments itifillititilintillit Cover Sheet - Form A T e: oEE Doc ID: 032777060008 VP Recorded: 12/12/2013 at 10:50:21 AM Fee Amt: $82.00 page 1 of 8 (1LS Cover Sheet Agent Online Version 2.3.1.27 Albemarle County. VAClerk Debra M. Sh1PP File# 2013-00016465 T C Date of instrument [ 12/10/2013 ] 8K 4 4 4 4 P45 4 8-5 5 5 A 0 Instrument Type [ PM ] X R P Number of Parcels ( 1 ) E X Number of Pages ( 2 )E (Box for Deed Stamp Only) M City county® [ Albemarle County 1 P �.-1. First and Second Grantors ff Last Name 1 First Name I Middle Name L Suffix ❑❑®❑i March Mountain Properties, LLC ] [ i i } First and Second Grantees r Laet Name 1 First Name I lidjdcfle Narpe J Suffix 1 ❑O[ March Mountain Propert]e$, LLC i [ 1 [ 1 ❑❑Grantee Address (Name) I [ [ March Mountain Properties, LLC ] [ ] (Address 1) [ 1005 Heathercroft Circle ] (Address 2) [ Suite 100 1 (city, State, Zip) ( Crozet ] j VA ] [ 22932 ] Consideration [ 0.00 1 Existing Debt ( 0.00 ) Assumption Balance [ 0.00 ] Prior lnstr. Recorded at: City 0 County® [ Albemarle County percent. in this Juris.(%)[ 100 ] Book[ 2887 ] Page [ 336 ] Instr. No[ 1 Parcel identification No(PIN) I 055D0-01-00-000A10 1 Tax Map Num. (if different than PIN) [ 1 Short Property Description [ Blocks 29A and 35A, Old Trail 1 [ 1 Current Property Addr(Address 1) [ 1 (Address 2) ( 1 ) (City,State, Zip) [ ] [ ] Instrument Prepared by ( Woods Rogers PLC ) Recording Paid for by ( Woods Rogers PLC Return Recording to(Name) ( Woods Rogers PLC ] (Address 1) [ 123 East Main Street 1 (Address 2) [ 5th Floor 1 (city, State,Zip) [ Charlottesville I ( VA 1 [ 22902 ] Customer Case ID [ ] [ ] ( CS-795871 ] ,r,1,, : i .'l, Iy ; ,1,1,..,:i kit fff i i 1 1( i?ii 1 1.0, iliii 1 A C li I I Cover Sheet Page#1 of 1 Al ,, I, 1if i II A �y ' k .. bri r, '4fa I d Is a1 i Albemarle County Portion of TMP# 055E0-01-00-000A10 PREPARED BY: Woods Rogers PLC CORRECTED CERTIFICATE OF PLAT AND SUPPLEMENTAL DECLARATION WHEREAS, the undersigned caused to be recorded a subdivision plat of Old 'frail Blocks 29A and 35A on October 28, 2013, in the Albemarle County Circuit Court Clerk's Office, which plat is of record in Deed Book 4428, pages 316-323 (the "Plat"); and WHEREAS, the Note on Sheet 3 of the Plat regarding the Golf Course Butler Easement has been revised and corrected and the undersigned desires to re-record the Plat. NOW THEREFORE, there is recorded herewith the attached plat consisting of four (4) sheets dated April 19, 2013, revised May 28, 2013, made by Roudabush, Gale & Associates, Inc., concerning property owned by the undersigned entitled "Subdivision Plat Old Trail Village, Blocks 29A and 35A White Hall Magisterial District Albemarle County, Virginia;" being a portion of the same property conveyed to March Mountain Properties, L.L.C., by deed dated June 3, 2002, of record in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 2233, page 389. There is hereby imposed upon the property shown on the aforesaid plat the Declaration of Covenants and Restrictions of Old Trail dated December 10, 2004, of record in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 2887, page 336 and all subsequent amendments and modifications thereto. (#18598-15 WITNESS the following signature and seal: MARCH MOUNTAIN PROPERTIES, L.L.C., a Virginia limited liability mpaz By: (SEAL) Name: Title: Manager COMMONWEALTH OF VIRGINIA CITY/COUNTY OF Acie.r(�_ to-wit, The�fo egoing instrument was acknowledged before me this 10 day of�,e�'?n-,- .4,- 2013, by .J O rt.i e s � . . sJ , 1 - as Manager of March Mountain Properties, L.L.C., a Virginia limited liability company. ,,`� SAS H' fil T /� Notary Public :REGIsrRA11ON NO.'p 0 : '252832 My Commission Expires: c2o ? _ :MvcoMM, EXPIRES _ ►a13112017 Commission No.: vrreu //0 gRYpub0\\ ��J//rrrltISS1S���� i#18598-1} 2 i APPROVED FOR RECORDATION OWNERS APPROVAL v !.•4/ 'i;,`,;•ai1t�'''s, %;' `�:!:,,��y4i�` • � � 1Z1.111A r`f Or vlsraN OF LAM)DESCRIBED HEREIN IS P1W nr '�-1 P'41,� i " I' A ♦ `" �l/ AGENT BOA4i VISricS TE FREE CONSENT o IN ACCTIELA KF MIN NE OESINE LE TJ£ SHEET INDEX ` 41R: "i - �,-yr_ �M AI JMLacrLsrsJE7J DR�ENS. PRDoRrETuJS. AND TRUSTEES. ANY . ��_��� ' � 1.- ��� �b . REFEEXE CO FR1O. Fur.N5rAi Mr+CLO'FF1Z ZSTTO BE DEMO i- ifg�~' ~ ''-r." yen. -y t\' - . AS T1EpEAM)CORRECT TOOA S A TEST of NY WPTOW O THIS FLAT +_ `� AS £31 IL COhcr. THE BEST Ts NY XH?1LfDGf. SHEET 1 —COVER SHEET ♦�f � �^ .:��: % ; -� /J .-; / /li>� /_+yirLr�{c� SHEET 2 ---SUBDIVISION PLAT • t0,1� Row A Vriiirl•_�r1 "" .rain _ e.NotAAfy J�TJOPET+T ' . LLC SHEET 3---EASEMENT PLAT ��r' ►ivy 41 .7:4;S'ig��� ;1 ...-y-.. 4,� `,� e''.:tit7r, NOTARY PUBLIC ... Ta '`1 File':., SHEET 4 ---DETAIL �,� ..,� .- � !.� .1 �u�^ f'r TIF FQiE80IN6 INSIiIUENT NAS Ipr>hr F1YF 7 k =�Po �+r G,9y- F ~ �tt ; �~_":4 y 17..7.41111.1 .r rJQs 7�Z pAr,a/F 4 -I1 w- `�---'� =a a`°,W„",a."'°• _ +^' • 's w f vara �'` L: (L 11nyc 1.�6.-e =u .Rc 21 i�a+.s r _ r• - V 2i::ttf l u.P1.J E,' >• _ aa'na"' +, L'E L:Ku.Iil,'H Mr COMIrssrCN EXPIRES OC"'- 3' c).!%!?- •"ti.c!w �, b`7 tt►y� r Njjf `I N' �A �' SIi i atie- ---- g,--- -, .- 7 VD AN I •t* a TR471 , • o 1V1.1.—.1.7— I PARCEL DATA -S s _•r J u 1—''�i z� 1•� NOTES OWNBiS VICINITY MAP C.. IMP -1•A7 of CEVELCFEH JEso vcs A IO' UTILIT',AM)/014 DRAINAGE EASEMENT AREA SUMMARIES ALONG AU FA(Yfr LOT LINES, 15'ALONG ALL REAR LOT IDES ANG 7.3 I' = 0'200 04 73 TAIM.PROPERTIES. LLC AL Orb ALL LIC LOT LI�FS 1N SECTI(M AMAM)A IC' IN SECTION'SA. V) PLO { BLOCK 29A 111VST VA. 22,232 THE DEVELOPER lESFRVES ALL T10$PA1FA MC SEMEA EAEE'ENTS RN MILL Bf JEAIIIED Br s.A. IN oF A,c. ER 10 ASSUME THE NAINTEMATCE ANEA IN LOTS 0.813 AC. Thy, sOLOC'f 3-TITLE/RA,AL4"F/EAL:.S AEsPossi8sLIrY FOP n*sRE u7717TIE5 ATEA IN A-C-N O.798 Ac TYPICAL WATER & SANITARY a D.G. 4257 PO 337777-389 (RATn) ALL Lars SHALL BE SERYEO BY PUBLIC WATER AND SE►Er.. SEWER EASEMENTS .s-- O E. 4215 PF. 254-261 (PRAM MATED AND D AR ER CAME E TO BE 1ENTEIE5 ON THE AS-0U11T TOTAL MEN 2JAA 1.8r1 AC. _.-I flB 6 4195 pc. 6E5.643 IVLATT IJ LOCATIOs OF THE LIES. — --i 1— I N.T.S.J . . 4069 PC 314-324 FLAT] D.B. 3955 AO 006-009 (PLAT) EACH LOT COMA INS A BUILDING SITE THAT COPIES CM SECTION 4.2 BLOCK 35A ` 1 M4. FIRE HYJIRANT. BLOM-L*T 1 OA OTHER NA TOOL LIE RR 44 D.B. 34r pp- o '687 (PLAT) Of 11E Idl1JY6 OiTIMO4E. '-.. •---Y�SANITARY SEINER APPURTENANCE VACATE ANY EASEAENT AS FEC•ES:544K 1O CTEATE S0�A1G AS 77EI A +4OAUTPAORITT• AMA IN LOTS 1.7A0 Ac. 1 -'i — 10. Q MAGISTERIAL mower AGREES. CEGAAOL.'1!-IHf SALE OF ANY LOT. ID' SC .{1 i/frTF MALL$A675TfRIAL QISTRIL7 SLIFJECT PROPERTY APPE495 10 LI6 IN JR 200 DELVIANCE RATE NAP TOTAL stoor 354 1.740 Ac a TIE DEVELOPER RESERVES THE RIGHT TO VACATE Dil ZONING0LLYXILAJP 45.YLMN Ca•B I1Y 17E7EFINDED TO DE OPAAE1 ANAMP 510006 02377H0hCF AUTHORITY NTSE ANYAGREES. HEREON FRCP/ION THE PROPER v THIS IN A,COOAIE MIA PNOFERS O''RNA-O/-O2A. F5FFCTIVE DATE" FE8RIARY 04, 2005 PROPERTY LIES IN AN EN7RAACE 'SWBNIDOR TOTAL LACiKBIMla6A >IA61 AG W.20' WATER AND SANITARY SEVER EASEMENTS ARE 70 8f y OVERLAY JIIs7ATcr. Am'strEMR BUFFERS SIXTAPi.EAEOR*Au 8E NANATED IN ACCORDANCE CENTERED ON NE ASSUIL T RESERVOIR WATERSHED WITH 71E ALEEMAQ E COUNTY NA TER PROTECTION CRIOINAI CC LOCATIONS OF HE LINES. ' i THIS S1A1VET JAiS PREPARED GROUT DE JE7,EEIr Or A TITLE REPORT. THIS SITE LIES NrrNIN TM)LILIT1N6Et1I(REEK WAFER NEW TMF -1-A1 SJPPLY WATETi9ED. UTILITIES APO LASDEN7S ODER THAN 805E SHOMN HEREON NAT EXIST. AGRICULTURAL-FORESTAL DISTRICT IAas'au SE SET AT ALL PEW PRoDERTY taputs. .oRI6. TIP 1fOF-!41 252.057�. TYPICAL WATER METER THIS SITE DOES NOT LIE WITHIN AN AWRICLlr1RAL-FORESTALADO(i'91 L H-DY �1.611.IC EASEMENT HE PRIVATE STREETS D THIS NAOIVISITE IVY STATE E HI TIC S7ANDA DISTRICT. FUq Ac6£PT4NA'Z NW THE SECONDARY SH5181,Cr STATE H19 4 S M[1 Ala JI=O(IC 35A -1.7/O Ac. mar 8E NAIMAIPAEI 8Y 77E VIRGINIA DEPARTIE1T AT T1;AMg'fNTATEIV (M.T.S.) FLOOD HAZARD OVERLAY DISTRK+"T UN RE COGRIY OF ALJEWARLE. PAtfZ' 'B' 96E7 A -0.001 Ac. J SINGLE OR (ILJ1JpLE DISTRICT IASl01 LIES SNAWITHIN TEIJ BY ALBEIMFLOW HAZARD A5TY OVERLAY AM)a:sum mow:IICNmA 141 VERTTICAL AL UNBENT TOso Y IS LF ADEQUATE TRWVFLWAY PARCEL 'C'&EFT 4 40.000 Ac. - �_N,^� 'IY.t 1774 ATE-TEN PASSABLE BY ORDINARY PASSE R7 vET(ICLES IN ALi BUT rE$16AAr r £XTRE7E TEARER COOITIOS, TO6E71ER WIN AREA ADEDUITE FOR HEN IN'55E-I-AL 248,729 Ac, L+5' WAIN7E1ONCE OF HE TRAMWAY. AS RECO/RED Br SECTION 14-If2 or 5' 10- TVE A OTT,AE E cam C . P AOTEABE TANENF7,GW 099lr R`• SETBACKS OPEN SPACE AM)PRIVATE STREETS OR ALLEYS 9LILL et MED NC n T7# DEVELOPER RESERVES THE RIGHT TO WAIF QR SUCTION 29A NAINT4IIM 8r THE OUT TRAIL CWINI7Y ASSi0CIA TION, AEVIBE ANY EASEIEMT HEREON PROVIDED 1'HE PROPER FRONT - R0• AUTHORITY AGREGS. 5/DE - 7.5 (PEN SPACE AREAS ARE RESERVED WITH FRZCFIIY FOR IN TER SOLITARY TEAR - 15 AM)SEWN SEWER METE APPLICABLE BUY NOT 7a THE Ex[uBtON OFa JO JM TEA METER EASEMENTS ARE TO BE CENTERED Q7NER USES THE DEVELOPER MSERVCS TM)95257 It'(SEATS REUSEON TJE A58UILT LOCA1IONS OF THE LINES. SEXTON OP VAGA Tf EASEMENTS WITHIN NE OPEN SPACE. 5 TJE- 19 ALL 9.B.IC ORA'NAGE ANO/OA STO4iMRATER NANNXIENT IASFIENTS 9490N RCAF-15 9E1E1N ARE WEIR CEONG-Alm ILL RMN.IC DBE. RE AREA ON THIS PLAT DESIAAATEO AS TEYFORARY ILAN-A-NOW WILL 9 o TI*Ai R W IISAS DYER STAT IOI TILE THEILu01NRT L TEWORMr 7RA4wA-ALONE AREA WILL DE ASANDOTEl1 FOR S7011T R 5 SUBDIVISION PLAT AND PILL REVERT TD ADJOINING PNUofATY LINERS IN ACCOFbAICE NITM SPECIFIC PROVISIONS IN THEIR 1£9WECT TVE DEEM PMCE-S 'A AND 'C' rSEE DE7An BEET 41 ARE A PORTION Of GOLF OIIYE A PUBLIC R-0-P. OLD TRAIL VILLAGE REVISED AS SHORN'IN D B 3442 0. 1M I3 NEWBY VACATED maTS ND LWEFR A P491 or THE MAY 2 .2013 ROW�iBUSB,(iALBJtASSOC�AIES. (' RAJ:au()R-0-M. PAACT'1S 'A' MO 'C ARE TO AE ADDEO TO AMC KOOK A PANT OF BLOCKS 29A AND 35A ► — — LOT ), MCTION 35A EUPPArr a.o,NN�we. wis AND LAND PRAM IRS AMYL 19.-2013 SHEET ® h.;:V 4�,3%11., 11wg;A N.: WHITE HALL MAGISTERIAL DISTRICT A �•- ALBEMARLE COUNTY, VIRGINIA I Fes: 5053 T 14 `ROE,,.Ii,A..N,A WOMEN-..'l..0..000Y.LANLR- QVI&5fER1AQp FRAO-8053VICa 2Q i SSE)tYJe1 RAT, ,35A FEND 8JFH8R FAS/MN/o LI14E ARC ' RADIUS L DELTA CRORO BEAR:NC CHORD , IMP ��� 1 PLC1 23.91' 773.01'I 1.33'01' 5E13'24'58'E 20.91' . PORTION OF I PLC2, 113.93' 773.01 8'26'34' N78'25'10'w 113.80 UARQ4 MDUNTAlN PROPERTIES. LLC ` PLC31 93 98 773.01 5'57'56' 570'42 55'E 93.92'I D.6 2233 PG. 389 �et k,646°y ,-.e 1 PLC4 s4.76•' 727.00' 1'09.IT' 567.48'51-E. 14.78' 0.8. 2035 p. 726. pp 72B-736 (plat} PLC5 36.95' 25.00' 64'41 16' S26'03'06"E 33.68' ZONED RA PRESENT U GOLF COURSE PLC6 39.06' 25.00' B9'30 35• N61'02'49•E 35.20' C ` p' PLC? 23.44_ 15.00'. 89'32 55' N26'13's1'I 21 13' I PLDB 294.69_1530.50 1 11'01'55' N21'48.29•E 294.23' pLC9 282.94• 1469.50 i 11'01'55_, N21'48'29•E 262.50• C Q U R S E G p L F 1 N 3973074 27:11 1 N23'38 47'E 106.05 N27'19'26'E 219.62' E 1140925.4794 It 3Doe451.8I16 279.33 27 83' 63.26' 42.79 49 62' 85.00 B5.00 LIN OS 747 04-024 f 1 MM.73E9 N19.56 11•E 86,84' z • 79 31. ti E ,, ti `'' r--1,85.35. z m o S i I� �� { a BLOGF 354 BLOCK SSA BI OCX 35A MOO, 35A o SEE OEIAIL 91E 14 .4 a LOT 4 W LOT 5 ; LOT 6 F LOT 7 x 'ORVAGATION OF a n� 35A 0.260 Ac. = 0.262 Ac. 0.251 Ac. 0.251 Ac. TYIRNAROL►[}AND _1 ''' BLOCK 354 m LOT 3 SIDEWALK EAVAENT /- r.a' LOT 2 '- 0.245 Ac. ti i NI BLOCK 35A : 0.231 Ac. m a rn o 0 0 • LOT } ti N A-79.78 . 84 as.oo' as oQ CI • \ 0.240 Ac. -BSDa' � m A�80�4 A 527'!9'26'w 174.84' S27'19'26'M 177.63' l -. _ A.49s? PLC° GOLF VIEW DRIVE ., yro tiBAWA o�`e 507832 1 61a1' 61 d,8 A PUBLIC-0 w fnC Pubic a . L1RC .�. 5• N27 19'26-E 174.84 L14 LIC S. !•D• !3 - ft PLC9 A-37� A.b).79' A-29d2'30.99' 60.00' 60.DO" 23.85" ���' �j - SI- A•g(7.15 to f 14, 55Et. 32.E 62.5I' . 7. b c. Ina A `^ RC TAX '_t Nf6'lT C L15 Q Li ko c �- OP A7D C 706 7P ot� Q„G5 3 1 BLOT 1 A o - c i - pB f( o Et 29A BLOCK 29A BLO(X ?BA BLOCK 29A o t} o ,c 1 ; .o T N LOT 2 ` LOT 3 9 LOT 4 ` LOT 5 : m a ` o O2. z 0. 74 Ac. 0.765 Ac. 0.767 At.4 0.165 Ac. r > _ • 1 0 l Wormy J 520'11'22'M 1 05 M o - N Yu'ia6le Width _ m Mound t " 4 $ lip Tempatrj Tum i_ T' m }Cll v o Arp1nC Em6-iMt • • _ 1 \ 60.32 60.00' _ 60.00' 60.00 ' 1 =a \O SV. A'.bo9627.eta. K 190eMQ/9z9 ql •D m�� Yti w� E 114210>9.3713 s27 19 • 26 w 240.02' r 114211e9.sa9 $tea pw .: -9 M T - \ l PORTION OFTMP 55E-1-Al \ MARCH NOUN'AIN PROPERT,'£S, LLC D.B 2233, p. 389 1 D.8. 2O3v, p. 726, pp. 728-736 (plot) • 1 20NED: 14610 ZMA 04-324 ,.,?1_T1i U j "lint! T'rIR>: La.To i0;.8 SCALE 1• - 5C " ' i R\t." ele • • CIA) • REVISED MAY iZ VPCIAIS J ROIUDABUSE,GALE&ASSOCIATES,INC. APRIL 1a,2013 • R AND LAW) ".AMVP-"` SUBDIVISION PLAT s .• 1•+•60 sir 1 ® A ►w 0.■{•I O N AL OORr O R A7fON ® I {{II VINO YIN O1,41 {INO{ I{{• � «<1clrt+oaoln.p.au4aonvru>Haase -- 214 f// noaoi4W7.oms.►wC0141...ue-MAIL..ar000M KON FILE:Eo63 j Dia911.o aP W43-80531/Lta 23 s 3VInitl PUr 224:351*MED v EA 6CLF COURSE 8Lo ER EASEAENT. I FOP THE 6011 COURSE BUFFER EASENE..1, STRlCTtAES ��� IMP 1-q1 t APE DEFINED AS THE MAIN BOO'' OF THE NOUS. I` YARD, UDUNTA!P, PROPERTES. LLC -,i- COVERED PORCHES, BALCONIES, DECKS, CHIMEYS. EAVES D.B. 2233,P P . 389 (pot) o � &GROACN INTOAND LIKE I71#CTURAL FEATURES ARE ALLOWED TO 6O0 G2AO5E 66FFER EASEMENT. O.B. 2015 726, 728-736 (p+ .P co ZONED RA 70 ti ACCESSORY STRUCTURES. LANDSCAPE STRUCTURES AND PRESENT USE - GOLF COURSE I LANDSCAPE FEATURES ARE ALLOWED IN THE Gov COURSE BUFFER EASEIENT. GO COURSE LF SEE CETALSHEET 4 FOP VACATION OF TI MAUND AND N27'19'26"E 95.00' w26'a.set 4i5.7:' 27 UfI4y Fes• . - •. ae 5367 zev ` SIDE W AU[EASkMEKT Li vseorc wlarr S,wm Aron Ewumn l D.d toad To Ra c Use y l �r r raaroy 2P'trae ops E.nt "' -� s25 o6'w' 3e, ("e'er !Emr.e*/rr,dee e7 swore SSW} - - LJ _— i `�_ - GOII ioUr'S: Durr�r C6SewEnl I ` r _ ,ter Eeser.nt BLOCK 35A i BLOCK 35A I BLOCK 35A 81 8Laac 35A I _, T �. 5awat tareweit f '� �ba1f Gov ea 11 L� 4 • i w of w $ �N • _ BLOCK ssA LOT 5 LO 6 �I I LOT 7 1Q IA 6' t� I I I o I "' I • • \fi as 3ta a .`� X �` ' LOT 2 1 t1 LOT 3 otl ;l j Ii I&Doc 35A'l, 1 ` 1 r L� t rs r.o��se�I I R F . "� • • LOT 1 �, 1 .fr..t sew I l 1 l _ L tf- r —� SU'30.34'w 366.05 • GOLF VIEW DRIVE I. _ , _ ` _ 10'Storm t]roh Eawnr,c — o.d.ted ro Putwic Um 61'PUBLIC R-O-W '��6o P nra P-aM7'30.34•E EP 07'J1 i NO'IC 31 E 29e.s: CIRCLE IR K { 0.798 AC. i s"f' se., e.,t 1 ---_.�' _—� _--- -- D-fig 2 .°8 pdJ4. 0 ".3 c'Frw: •ss� _ r_ 5P7`�11 -7" '-r L _-E,rss-. c BLOCK g5£�t"` 10'S t� r =--- --- ;,w,n- r � TAY 414 5 t�TI I 1� �• _-- jo,kar S...rfmt �`�� -�-�_� PAR�`4 70'.. I , °� 7eee o i3� 3 �—20 Stern ban Faernanr 0 D B 7 1'7DE (Plat"' 1.4 - 7 swwr 1 t1 LOT i LOCK A r' I R 31.P,sc(re* L. vc 3Z A.rtno,..:7414:::1 ' ELOrs �s 9^C7c zsA BLOfif 29A BL OC1(ZAA1 +'J6' Qwk t.d ra r G xr u..9 ••-•..._._. I`�, PO r•. r, _'- Ra' 0. Do c _ j 0 LOT 2 k LOT 3 LOR d I I LOT 5 1` 11 L___..-. 1r okapi to ,J 111 d o T I I I \�wr of r wtc,n • r - s 9, M,� I .c+parary ,wn -.T` _ ,3' .- �7L J ' Around CtMrit t( 1 "4O 1 __1 rfl 1d L L" LINE/CURVE TABLE FOR STORM '~ YFR \ / — /� EXISflNG 41E TURNAROUND EASEMENTS s$ j j g --- — - — _ .. ,/ f . POND Ill LINE- BEARING DISTANCE s : PORTIONOFI P55E 1-A1 Nzs'25'S4,•t .7, / LI N23'37'48'E 19.16' i6�<g WARCN MOUNTAIN PROPERTIES LLC Te nP°r�f a°'D°wO�Lee L7 !v — _ L2 913 N25'56'32'W 30.BO' & D.E. 2233. A- 389 h tnn.war[ .r/arrex+s d sup„ .] / / �� L3 ni23 56'32'N 30.60' 9 O.B. 2035. P 726, pp. 726-736(plot) ` _52w'a s,•w 1St.r's- / / 64 N25'56'32'T 33.22' ,• -At ZONED: MUD �"' /` / F LS 362'40'34'E 20.00' ` iP.' ZAA 04-024 `' /�Fi')/ l L6 SB2'OB'47.e. 20.00' `\ 6. �% „,.. i_ L7 SE2'39'47'E 20.77' ` 1 I.LTH LB N62 39 47'W 34 as• x= �i�� /,^ ::' Op14 0 L9 N36'!7'32'E. 9.3$' ,/.d&P/,+ w rc,' • L30 S27%9'26't 45•48' {r LSI 362'40 34'E• 45.00' /ti°ot/'� IF H�'OS/Ltu}L BITrot>• L12 S27.19'2611 81.00' \ / /P^• L13 N62'40'34'tt 45.00' SCAtf ,' - U' = L.no.tiJ:.g / LSA S27'19'2ti'M 21.f5_ m teo •L! s /63. L15] 815'47'14'w 31.53 — — C TAU n RIP / w.�E-`;• , [LINE ARC RADIUS L_ DELTA -aim$E4RIN6 040R0 - r` —. [LINE 39.27'- 25.00 90'00'00' 317.40'31'E 35 36' I ` I' C3 24.25' 55_.00'r 9c 3B'36' 370-59'50 N 21.70: J,rlr MAY REVISED. lflln5// ROUDAEL1SIi,GALS&ASSOCIATES,INC APRA_la,20/3 e7xra rpet,.vw,re,•o+►S A>•7o�wruo n."'�"En'° 0 ^.:R°,U.•,,WITH,..1 NO.A ::N , EASEMENT PLAT SCALE: 1'II.50' MEET I� M ypr7TCREAO POW pWlD751PALL'7rV0Mper r ROl s�enoeoa.M71/1LafrR7-EMI erp 4ItY — r �C. 8`4 ii R VRA TIPPII 4 11 17tiA-R STedi IVY 70,c Run.,I1 sr lo•Gau s+ns',rrssa a L1NEI ARC _RADIUS_ OELTR CHORD BEARING CHORD ' o� �}8�* C1' 15.25' 30.00 29'07'34' N34'29.57'Er 15.09' I C2L 50.66 30.00 96'45"38'- 528'26'39'f 44 85' �nccteli� // C3I 78 47 773.3I , 5'48'59' N79'43'58'11 78 44' Vg. C4, 18.96'; 30.00J 36'12'52. 577'422'05'M 18.55' PORTION OF TMP 55E-}•A1 � . CB 17.73' 773.03L 1'18'50 583'32'03'E 17,73' ►// f C8 5.51' 30.00� 1O'31'55'i h54'19'42'E 5.51' C7 3 19' 773.01' 0'01'11' NB2'45'33'N 3,f9' 1AARCN MOUNTAW PROPERTIES, LLC !�. OR- 2773 p. 383 y A8. 2035 0. 226, pp. 728-736 (plat) LI 6.00'_ N05'48 31'E_ L21 3.84 1419'56 13'E ZONED RA L3 7.00' S19'56 1011 PRESENT USE - GOLF COURSE S g . T ]? IC SrE - • 3 { N19'56'13E PARCEL'B' P9 l_' O.GOI AC. 35.39' /' ,l ,1 PARCEL'C' ----- \ \ N19' \ Ss.. O.000 AC. l 111 ` 1 � \ (5.51 s.T.) 0 ,/-1 \ \ \ \ o 1 \ PARCE.'A" S 1 0 048 Ac. o �: \ 1=:,.'a 1•4 �, j 1 1 1f%�li~ 1g 1 id O' 0 i \i�o A. • 11 ` 1Si 1 ; F1LOCK 35A PARCEL'A',A PORTION OF GOLF DRIVE PUBLIC ROAD R-O'W 1 1 o r.� LOT 2 SHOWN IN D.O.3442 p,788.IS HEREBY VACATED AND IS w 9'^s L3r. SL OCK 35A NO LONGER A PART OF THE PUBLIC ROAD RAW.IHS } t ^ LOT 1 Z PARCEL IS TO 6e ADDED TO AND BECOME A PART OF LOT I I` T) SECTION 35A. '� • j`,1 o a ,, /,� III PARCEL'B'.A PORTION OF TMP 55E-1-A 1 SHOWN , V w IN D.B.2035 p.726,IS HEREBY ADDED TO AND BECOMES f - - a I A PART OF GOLF DRIVE PUBLIC ROAD R-O-W. 'o. m { o PARCEL'C',A PORTION OF GOLF DRIVE PUBLIC ROAD R-O-W 9 r`� SHOWN N D.B.3442 P.188.IS HEREBY VACATE?AND IS NO \ o m a �` , ' m i LONGER A PART OF THE PUBLIC ROAD R-O-W.IHIS PARCEL / � Raton a to'l.vaw�..w 9b.r -- TO BE ADDED 10 AND BECOME A PART OF TMP 55E-1-A'. $ fl Em at 0 pa a.tyea� N C p 11 10 Ef YAWED MIN 7NS,µT N I gQ G • w ,` u 1T 1 „.,..�kt.7 H OF 1 p 6 J I tt :;% `f��_. 1 • vo.w..IJ.\LL4OT•E,o07.8 ' 57/..f /3 \ \ \ •\ scALE 1' - So' ' 1 10 7 C 1 to `1 I MU DI FTIT REVISED VJD}1.!r 1 mAY IZ( ic6- ' ROOD�usa GALE&ASSOCIATES,INC. DETAIL SHEET AP IL_19,�,9 ENGINEERS,I AND LAND PLA SHEET ® A IROI.e YiOwAL OORr•ORAV114 A SCALE: 1"s'LL7 1Cw vzwa rR 0OUV 1rNOF r.Oat PONE a4 °°r 414 RLE:0063 0:\RGA\Tt43ROJ\OLD TRAIL-8053\BLOCK 29 i 35\final PLAT 29A-35A FEW SE0 SUFFER EASE iENTAin) RECORDED IN CLERKS OFFICE OF ALBEMARLE ON DECEMBER 12, 2013 at 10.50:21 AM AS REQUIRED BY VA CODE §58.1-802 STATE:$0.00 LOCAL:$0.00 ALBEMARLE COUNTY, VA me BRA M.SHIPP RUIT CLERK Tl ... . - R. Instrument Control Number j 1, 6 Commonwealth of Virginia 111111111111101111111111111111311MI I 11���� Land Record Instruments Doc ID: 033018460007 Type: DEE Recorded: 11/14/2014 at 0 01:48 PM Cover Sheet - Form A Fee Amt: $82.00 Page 1 of Albemarle County, VA Debra M. Shipp Ciruit Clerk File# 2014-00011175 [ILS Cover Sheet Agent Online Version 2.3.1.27 BK 45 5 6 PG 17 3- 17 9 T C Date of Instrument [ 11/05/2014 ] A 0 Instrument Type [ PM ] X R P Number of Parcels [ 1 ] E X Number of Pages [ 2 ] (Box for Deed Stamp Only) E M city❑ County® [ Albemarle County ] P L JI First and Second Grantors Last Name I First Name I Middle Name I Suffix a1Z[ March Mountain Properties,[ L.L.C. ] [ I [ 1 First and Second Grantees I Last Name I First Name I Middle Name I Suffix ❑®[ March Mountain Properties, L.L.C, ❑❑[ ] [ ] [ ] [ ] Grantee Address (Name) [ March Mountain Properties, L.L.C. ] (Address 1) [ 1005 Heathercroft Circle ] (Address 2) [ Suite 100 ] (city, State, Zip) [ Crozet ] [ VA ] [ 22932 j Consideration [ 0.00 ] Existing Debt [ 0.00 ] Assumption Balance [ 0.00 Prior Instr. Recorded at: City ❑ County® [ Albemarle County percent. in this Juris.(%)[ 100 ] Book[ 2233 ] Page [ 389 ] Instr. No [ ] Parcel Identification No (PIN) [ 055E0-01-00-000A1 ] Tax Map Num. (if different than PIN) [ I Short Property Description [ Blocks 28, 29B and 35A, Old Trail l Current Property Addr(Address 1) [ ] (Address 2) [ ] (City, State,Zip) [ ] [ ] [ ] Instrument Prepared by [ Woods Rogers PLC ] Recording Paid for by [ Woods Rogers PLC ] Return Recording to (Name) [ Woods Rogers PLC ] (Address 1) [ 123 East Main Street ] (Address 2) [ 5th Floor VA 22902 ] (City, State,Zip) [ Chariotttesville Customer Case ID [ ] [ ] [ ] [ CS-950751 ] I ii 5 L al I ti�♦! r 1�4 Aiii. til, i .01 } ' I 11111]li: I it ill s ti . 9 r 1 sl1' r : : 1 :11 .. Cover Sheet Page#1 of 1 L I , tiff } '' .IM . . II1 I 1 . . r 4 Albemarle County TMP# 055E0-01-00-000A1 PREPARED BY: Woods Rogers PLC CERTIFICATE OF PLAT AND SUPPLEMENTAL DECLARATION There is recorded herewith the attached plat consisting of four (4) sheets dated July 8, 2014, last revised October 31, 2014, made by Roudabush, Gale & Associates, Inc., concerning property owned by the undersigned entitled "Subdivision Plat Old Trail Village, Blocks 28, 29B and 35A White Hall Magisterial District Albemarle County, Virginia" being a portion of the same property conveyed to the undersigned by deed dated June 3, 2002, of record in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 2233, page 389. There is hereby imposed upon the property shown on the aforesaid plat the Declaration of Covenants and Restrictions of Old Trail dated December 10, 2004, of record in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 2887, page 336 and all subsequent amendments and modifications thereto. SIGNATURE PAGE FOLLOWS 04826-5449-5776-1) WITNESS the following signature and seal: MARCH MOUNTAIN PROPERTIES, L.L.C., a Virginia limite liability company By: Ise Name: s uza nh� i D lc-s Title: Manager COMMONWEALTH VIRGINIA CITY/CON N1 Y OF hr.rto Ikr`C\(t 1 to-wit, The foregoing instrument was acknowledged before me this 5 day of N av�m 2014, by &j 2 1.1-)n J . Btoo K S as Manager of March Mountain Properties, L.L.C., a Virginia limited liability company. <' Notary blic ,.Pe REBgC ''% My Commission Expires: J,jr130 2C l g" puBLIc�,�13 #25 _ Commission No.: 258 < < RE-. * ' Y COMMISSION • ¢ P1R SS - • 6130120� .•'JQ; 04826-5449-5776-1) 2 1!>AP OVED OR RECORDATION NOTES AREA SUMMARIES ) .' 1 THE DEVELOPER RESERVES AU.THOSE WATER AND 1 11 1 1 /1/# SEWER EASEMENTS THAT WILL BE REQUIRED BY e-Hrs pprl7A BLOCK 28 ��L1 .- ' 04' �`t'�':•% ��•ii�A BOAR OF SUPERVISORS T A.C.SA IN ORDER TO ASSUME THE MAINTENANCE �'� • a��,, i� /7 I•9'RESPONSIBILITY FOR THESE UTILITIES. AREA IN LOTS 1.729 ACRES „ `�•�•y ••A�I�,�/AREA IN OPEN SPACE 0.058 ACRES . , �"_ ii?:: `p-��� .• , {�I2. ALL LOTS SHALL 8E SERVED BY PUBLIC WATER AND ' n_,.7r,a ._pA�� �t t.":SEWER. AREA IN PRIVATE ROW 0365 ACRES -., ti:.:;;, , :��yy 1_ _��` ��..�PARCEL DATA . p--. r 4ist• �!v:; a�OWNER 3. EACH LOT CONTAINS A BUILDING SITE THAT AREA IN PUBLIC ROW 1 709 ACRES p�ef��. ` �,COMPLIES WITH SECTION 42 OF THE ZONING TOTAL BLOCK 28 3.853 ACRES • 44. I� - lie ��\ T.a 7-MARCH MOUNTAIN PROPERTIES LLC ORDINANCE. 8I •.P.O.BOX 370 4. THE DEVELOPER RESERVES THE RIGHT TO CREATE- I\��' ` IIIn•• •a__ ni�,_►�ri.„BLOCK 29B I,..NW: E:.• �iCROZET.VIRGINIA 22932 REVISE.RELOCATE OR VACATED ANY EASEMENT AS �1N / „44�r� 7 47AREA IN LOTS 2.489 ACRES '/fir` 1`pinl .NECESSARY,SO LONG AS THE PROPER AUTHORITY ,- •1AREA IN OPEN SPACE 1.013 ASOURCE OF TITLE/PLAT REFERENCES. AGREES,REGARDLESS OF THE SALE OF ANY LOT. AREA IN PRIVATE ROW 0.354 A RES ¢ ��, •�i� '' ��-,••;+ ��,.a<IDB4257 PG 377,388 PLAT 5. SUBJECT PROPERTY APPEARS TO LIE IN FLOOD • •i i •`•% I^mIAREA IN PUBLIC ROW 0.990 ACRES t •j• ` ,NDB 4215 PG PG 254.261 PLAT INSURANCE RATE MAP ZONE X(AREA DETERMINED TOTAL BLOCK 296 4-826 ACRES - & ��� 4 ��CDB 4195 PG 685,893 PLAT TO BE OUTSIDE THE 0.2%ANNUAL CHANCE x000ncxn . �'DB 4069 PG 315,324 PLAT FLOODPLAIN AS SHOWN ON COMM(NIITY PANEL 1DB 3955 PG 6.9 PLAT NUMBER 510006 0237 D WITH AN EFFECTIVE DATE OF BLOCK 35A 1DB 3941 PG 678,687 PLAT FEBRUARY 4,2005 AREA IN LOTS 0.474 ACRES 1 )1 I ., DS 2233 PG 389 E ANY STREAM BUFFERS SHOWN HEREON SHALL BE AREA IN PUBLIC ROW 0.742 ACRES L� �'r. � - ',� MANAGED IN ACCORDANCE WITH THE ALBEMARLE TOTAL BLOCK 35A 1.215 ACRES =� J. /,. ........... '' MAGISTERIAL DISTRICT COUNTY WATER PROTECTION ORDINANCE 4►�'� 1<'; �' i I 7, THIS PLAT WAS PREPARED WITHOUT THE BENEFIT ` • 'r , - ( 4� ` WHITE HALL MAGISTERIAL DISTRICT NEW TAX MAP 55E((1))PARCEL Al 1 ,`�� �1 OF A TITLE REPORT. 1 Arip i 8 UTILITIES AND EASEMENTS OTHER THAN THOSE ORIGINAL AREA(TAX RECORDS)249.510 ACRES ` tI 4 ZONING SHOWN HEREON MAY EXIST. BLOCK 28 AND ROW -3.853 ACRES y� ,`� J II �� NMD.IN ACCORDANCE WITH THE PROFFERS OF 9. IRONS WILL BE SET AT ALL NEW PROPERTY BLOCK 29B AND ROE' 44.828 ACRES 76C ` ZMA-04-024. THIS PROPERTY LIES IN AN ENTRANCE CORNERS BLOCK 35A AND ROW -1215 ACRES f ] , CORRIDOR OVERLAY DISTRICT. ID. THE PRIVATE STREETS IN THIS SUBDIVISION MAY NEW AREA 239.616 ACRES § �, ~. y NOT MEET THE STANDARDS FOR ACCEPTANCE INTO -. - -' I (jJ--� RESERVOIR WATERSHED THE SECONDARY SYSTEM OF STATE HIGHWAYS AND THIS SITE LIES WITHIN THE LICKINGHOLE CREEK WATER WILL NOT BE MAINTAINED BY THE VIRGINIA VICINITY MAP SUPPLY WATERSHED. DEPARTMENT OF TRANSPORTATION OR THE f 4 2000' COUNTY OF ALBEMARLE. AGRICULTURAL—FORESTAL DISTRICT 11. OPEN SPACE AND PRIVATE STREETS OR ALLEYS SHALL BE OWNED AND MAINTAINED BY THE OLD THIS SITE DOES NOT LIE WITHIN AN AGRICULTURAL TRAIL COMMUNITY ASSOCIATION DISTRICT 12. OPEN SPACE AREAS ARE RESERVED WITH PRIORITY •..9 FOR WATER,SANITARY AND STORM SEWER WHERE BLOCK 1 APPLICABLE,BUT NOT TO THE EXCLUSION OF OTHER 35A FLOOD HAZARD OVERLAY DISTRICT USES THE DEVELOPER RESERVES THE RIGHT TO ...�' Ginam_t�DRIVE IL TAX MAP 55E((1))PARCEL Al LIES WITHIN THE FLOOD CREATE,REVISE OR VACATE EASEMENTS WITHIN ��pp HAZARD OVERLAY DISTRICT AS DESIGNATED BY THE OPEN SPACE. • 1-1 ALBEMARLE COUNTY. t3. ALL PROPOSED DRAINAGE ANDIOR STORMWATER N ���� 15;� DE AP RT MANAGEMENT 1 E RIGHT OF-AYS ARE HEREBYY THAT zi SETBACKS DEDICATED TO PRIVATE USE. 7i g 14. THE DEVELOPER RESERVES A 5'DRAINAGE AND/OR ? �, 4 BLOCK 28 UTILITY EASEMENT ALONG ALL LOT LINES IN BLOCK ,Z4 FRONT=5' 28 AND 29B AND A 10 DRAINAGE AND/OR UTILITY Q- N �. SIDE=5' EASEMENT ALONG ALL LOT LINES IN 35A. 4 L77, 4 15. OWNER RESERVES ALL PRIVATE DRAINAGE I REAR-5' EASEMENTS SHOWN HEREON FOR DEDICATION TO S ,rTHE OLD TRAIL COMMUNITY ASSOCIATION. OVERALL MAP • BLOCK29B scmF.1-=500' OR7/F FRONT=5' SHEET INDEX i . SIDE=5' SHEET I-COVER SHEET REAR=S SHEET 2-SUBDIVISION PLAT SHEET 3-EASEMENT PLAT BLOCK 35A SHEET 4-EASEMENT PLAT AND TABLES • FRONT=15' OWNERS APPROVAL ;o 4ZE TAX MAP 55E((1))PARCEL AI DAVID LIC.NO.2976 THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,TAX MAP 55E((1))PARCEL Al,IS WITH 1 `T,{ /2.6/4— THE FREE CONSENT AND IN ACCORDANCE WITH THE • 44 ay.vtlo* DESIRE OF THE UNDERSIGNED OWNERS.PROPRIETORS AND T STEES.IF ANY. -ji-- MARC NTAI ROPERTIES.LLC REVISED NOTARY PUBLIC AUGUST 27,2014 COUNTY CO ( MMENTS SEPTEMBER 26,2014 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED COUNTY COMMENTS BEFORE ME OCTOBER 31,2014 �1 /' THIS DAY OF , V v,�r.-s L.- , 20 I14 COUNTY COMMENTS SUBDIVISION AND NOVEMBERS COUNTY COMMENTS c� 1� wL.I� �i^I I�LJ r7�fL�e" J. If +LS I��n LLC `i�P pIEBACr�'•.,, JULY B.2014 SHEET MY COMMISSION RES c 30 . ZOIR ;rT..'e 4. EASEMENT PLAT FILE:ea53 -` " OLD TRAIL VILLAGE ,DF4 _-F`•per 196„ € ROUDABUSH,GALE&ASSOCIATES,INC. - E,= BLOCKS 28, 29B AND 35A AND LAND PLANNERS A& ,. '` A IOMAL ATIOY /� I• WHITE HALL MAGISTERIAL DISTRICT / E ALBEMARLE COUNTY,VIRGINIA COVER SHEET �� "A"'"• �I�'I~IA•IAIe. mat / PLAT PREPARED BY:D.JORDANh. n4rum0•PM4 n or�ansNa[lwaua�e l/OE AL4P740.PM 4M4f4m.SML MgAgJpN4114ppy I f .. PORTION OF TMP 55E-1-A1 N:3909004.278 ` — ` �, MARCH MOUNTAIN PROPERTIES,LLC 114 250 9 - DB 2233 PG 389 N 27.1` •E 1- 00 TOTAL75 00 DB 2035 PG 726-736(PLAT) `--- 8, 00- ZONED.NMD _ -—�-T ZMA 04-024 __--- I z PORTION OF TMP 55E-1-Ai - m ,°„ MARCH MOUNTAIN PROPERTIES.LLC K s DB 2233 PG 389 �_--'r 'o g w DB 2035 PG 726-736(PLAT) - I B i 0 222 ACRES ZONED'NM() �-_ �t- Z i 0.252 ACRES ggLOCK 35A f ZMF•of-02a 18 BLOCK 35A \ \ 4 N.3gpg393.628 '� ¢ �q E:1 id2,335.449/ ,,1, �' i g 124.2T 752 2 BLOCK 35A I $ 85 00' S 21'19'26-W 2842T 70TA1 r'aF S 27 I W 6�Pv7El1rORly e8.75 • • 1 _ g o.742c r�M E __��� GOLF VIEW DRIVE C20 C21 pl7 'DES T }, 1 ..........1________.....—�� 85'PUBLIC R!W $ 19,�„E 306DT TOTAL �.�, y.0�' !?,y ..G�y c22 "(IC UC 3O TO a ,7S N:3908639.585 86 DO' oe 3T.50' �� Z - '.• N 46�7'1OT E 6B.i 2 ' -1' /E:11 t2095)439439 �-' 23.E5' 33.65 G Z m w OV 5 g 63 Sb 5 --7 --�— ( N N a U m 0 7 P1'EXCOT 6 .`_ .,G\a a.gp. i Cg9 1 N 2 O 3 p q N "� Ni2.0T1 CRES $ P __ 1 41 } 0 1 N 0.127 p131 E 95.5g• 3 --_� ,Z N , ; > 6 'R �° D.146 AGi S f ACRES *ACRES n Ci U Dl,P 096 o ! ' 0.190 m ACRES V 0079 izx LOT e r \ T �_� u, 5 ACRES m f a N N43•$B43 REE 1y 16'T� cys , a 3 4 .. �a ,� 94.Is• 2 m V U r 75•� Z BLOCK 29A " ' 4 m 2 i c, i. N 030 L8 C29 28 G1T 1- •1, O P! U 2 • �•. 0. Eft G. �^ 1q ES ' LOT 1 _!' 1 N y i g V an Du,' O\ 24'pRNATE RAN �yQ•O NJ7.4 97q(,+ S ^ .. ',, • 162 p• 0R wt t TMP 55E-1-29-1 ` •A,. ```1 <T 2 O.0B51 ACRES I�•,� ' f yS V D DB 45t 1 PG 215 _. - I BLOCK 1 63.91' G Z; .� .- '\• ,�., 7<. f I tttt o � N\61rg2 E 11Ba6 o N '40 D19'26'E 303.93'TOTAL cPi �hchi A$UO�P SCR HS9• ''!O U q. H 6�6j• V 0 1 4' 4143. * 4sySRcRF r ^ c, 2� in-p,.�F S c. i 1 15C o L22 �a y :� f BLOC K N v,926 E �'o' 5 �2,s•w!;'�s c�p•ti s9. C�!e� C+ O.V F'0.E5652 0 o V L O V f l 62.9T' ry�3. V p Sy-g�'p1 R7 9 5�O m?.^ H S6'•7JgCRF T h r 1b•1T'�` N 72 a1 To sg+�. V�� 7 •0 Q} 7J .�. 4b �q�70 Faq� N 0.175 ACRES •s v; ' , 0 7 5 , s. q! ° 0pA'c1. `� � v' ,tea «? o qc 30 •To H� CA.!o 'Z ti� a ,',� \A�yeS i; �ss• 2 9 B A�RF Cr� �SA. 0 7q o , T.,Y o Sg Ss Fsl �p h0� ,.'�5,, _ p�62 47- 4n h- OPEN SPACE S f gC72rcy0.807ACRES J P�11 S' ^�0.157ACRESy,' 0•�° o421 2 •o 077� �.•O,;? �Cg G\tam OJS1' ...\� ! L �. ..2r�::Z - •'0r F0 Tat B .G° 5 so,�r or F c� \15 yci 9! s4Sa05 B `7?G�� \�1K .15' o , `0r4 t'0 �• cry h�Gti CP SOOO, �" `,\ 9 m V 0q \�k9E rF ? O� 9 'e16• me�p c, 47So- 0',y p\� \'� �7 �i7 s"j•D 794 ( Ov��+O~ ,C15 PORTION OF TMP 55E-1-A1 `,\ `,\ ^5 g ,5 \,21 eh �S qCQ s, '(o'> 0 tO o�� S MARCH MOUNTAIN PROPERTIES,LLC \, \ 9 , �, - �7i �S U ASS.�C�• DB 2233 PG 389 G 9 n �� p\�P 0'l0\ \' E'9 7 �r �O 4S+h 7S'ly f� DB 2035 PG 726-736(PLAT) • y�� ,erg a .•� �� 0 �, ar O C•C„ �r7 N ZONED:HMO \� `LO'P O ,'L., „g Z 7tqb. 9 44 G AyTH 0p OF 7 67, 4V aT ZMA PRO 4 O�'2- Lt1 'oi ao1 L�GO" .,q gcgFsr +°yi I. c. S 47S' O�r+9 r���9C�►Y Fy(/�c Or9( 33 PG 9 s• i �� IR 1�14 OA , ' ,� \'� OPEN SPACE `�T' 4 ° PORTION OF TMP 55E-1-A1 °*�• Ve lea. \\ \ �$ 44\d 14,1 S 0.206 ACRES �� Gbh DAYIO A' ' MARCH DB 2233 PG 389UNTAIN ERTIES.LLC LSLc 7' \rE p C7 LK;.ND./76 DB 2035 PG 726-736(PLAT) 8 `\ �� ,..1. 0��N 1'Pi8 '; U .01 /T ZONED:NMD MA 04-024 6 'Yo p7 �'sd, c�i �1 "O suN4E� s7 G j' '9?q / By .1' L s O / S 0 50 100 150 AUGUST REVISED7.2014 �G? e 6 - ' COUNTY COMMENTS �e 9 \ ., 26,2014 CCOUNTY SEPTEMBECOMMENTS DULY 8,2014 SHEET \ •070'. OCTOBER 31,2014 • FILE:8053 2 OF 4 /; COUNTY COMMENTS b NOVEMBER 4,2014 ROUDABUSH,GALE&ASSOCIATES,INC.„ COUNTY COMMENTS /' C9j v. ENGINEERS,SURVEYORS AND LAND PLANNERS `� : 14 1 .worwww1owwL eowr oww r.or. ERS'\ ISUBDIVISION PLAT 'pioNE 2,4.' °,310-E, , OO,,, lI 0 _ .._ .____ 1r PORTION OF TMP 55E-1-A1 — f- .i I 0 50 100 150 _ / ,\Y 1 r—_ram =1 I \V -_1- �l T-- 1 I 1 \ -` i 11 — I 1 I i VT--,sTE-x �-"� t- —} I VAR 8 1 9 PORTION OF TMP 55E-1-A1 / 20 1 It I I GL \ • - Y " 7V I r ,�, _ \ 4 5 '\ 1111 I 6 1��STE•X { VAR\ \ 1 \ 3 I I \ \ 2 BLOCK 35A —\ __- �.�`,\.\\ .\\\.\\-\�, \\SS11\\yl_ � ` GOCF� 1 \ 1�\,�:V•. F \' VAF SDE rEW DR .---------/ �_ 1` 1 `` 1\\'I — 7.96e� �A=/0.02 VAR _ 2�i d GOLF VIEW DRIVE _ � __ --_—� Et 19 , — _ _ cri r -��"J- _�- r— (.. \ 1 i 1 -1"11111l S20X ¢ 'çcx\ SSE-Xj ` 1 1 V I V V V i I 1 J--- VAR 1 I 1 1 I I 1 1 4 I I I ._ ' ' ' i 6 I V 1 1 I 2 I I 11 / I.` 8 ' 4 5 I „11 I I I r<<� 3 I I I 11 II J _�• 2 , II I V ' 1 III �. 1-----� I:._ / / 7 '%, /� STE-X _-�%`� 1 BLOCK29A 1 1{ ` 1 LOT 1A -7 i I i l I I ,�� / / I I SDE t4 1 TMP55E-1.29-1 6 1 I �,�\ I I/ �- ` / I �• VAR DB 4511 PG 215 BLOCK 29A �---'-- ej4. `-'11 I • �(IO' Oo 1 �� 8 / �I N f A,,. 40 C &O E,y J /`� / J 1 / �\ %. ACF 2 �`.\��` SDE / t '�%- '' 1 _ -\ l . R G.Ir /' `�`^ro'. VAR / R r / tl P'� 15 11 \\ BLOCK - - �/ / `11 J`, m J 9 �� ��� / 111 ''lll 1\ VAR 12 �� / \\ \ `VAR // 15 // ,1' ` \ / / a r' \ .� / / / J J / \ \ / Iii / O�\O 5 '� uE x �/ \\ OPEN SPACE _ `\.� i �� %j / j 2f3 / / C4- `/ 2. �E \ Q�.72��•�� 20 �� \\ \r�i� 11 J �`� \`��� / \��fJ% / / /// �E JJ / �`�� a-' ///��p � / / / /, e / G IS \ c— LSE-x / • / ` T 4_ ` / / / 11 / / OP' -4CP x. �, t0 i, i \ i / 8 ` SDE /� / / / / / c•� kn \ i I 'b� 9' \'� / / / / / SSE ? c �� i� \ i `� VAR 0- `� `/ / / / �` /f ' ` !\4 /��-- /`. `� / Q Ns�'tif?ay / / / VAR o 'ice,, \ 7.m ,\\\,� i �� / .�\ �/ O �P 00�P �`�\\/ / / DAMD A50RDIW - ".� �� 18 �� / �� �, / LX:.( NO2976 `'\ \\ STEW-X i ii \I 9��\��` �/ 44 • �� \`i ``(/ z a/ 3 " f' \ VAR �� �� i /^\ / N. Ov PORTION OF TMP 55E-1-A1 // 'o ° \ / i/ i /--ice/ \ / \�.• Q \ Gl `' 19 %`ice , ISTING EASEMENT LEGEND / m O� �i' i/ 1 D // ••LSE-X 10=10'OLD TRAIL COMMUNITY �A/41,941,6 q�, PORTION OF TMP 55E-1-A1 REVISED lb 0 \ T \� - ' 1 \ .DE ASSOCIATION LANDSCAPING ' 4 AUGUST 27,2OI4 IS ` O \ i i l \ �' VAR EASEMENT VFiv COUNTY COMMENTS $ ��L• \�,",ice \\ ��/ DB 3442 PG 188.194 VACATION OF EASEMENT �F SEPTEMBER 26.2014 \ 20 i OPEN SPACE \ / / SDE-X VAR=VARIABLE WIDTH PUBLIC LEGEND COUNTY COMMENTS y c �� \ ti/ SIGHT DISTANCE EASEMENT OCTOBER 31,2014 \\ / C/L \ �.1/ DB 4444 PG 548,551 PLAT COUNTY COMMENTS / \ / --�.-, =PORTION OF 10'OLD TRAIL SSE LEGEND �Z PSE 3 SSE-X 20=TO'ACSA SANITARY yNC4Mr- COMMUNITY ASSOCIATION 20 ,. NOVEMBER 4,2014 I \` \\ 10 A=14 67 SEWER EASEMENT LANDSCAPING EASEMENT COUNTY COMMENTS N /., \ i : DB 2886 PG 134,154 PLAT DB 3442 PG 188,190 PLAT - E SSE-x VAR=VARIABLE NAOTH ACSA ''````�� • VARIOUS PRIVATE,COUNTY OF ALBEMAR • �E AND ••, \\\ El �,� �'' VAR SANITARY SEWER EASEMENT. -PORTION OF 20'AND • ALBEMARLE COUNTY SERVICE AUTHORITY`\ \\\\4' 21 •B E� `rr. D8 2886 PG 134,154 PLAT !!l!!l''"•�"''������������ VARIABLE WIDTH ACSA M EASEMENTS 3. STE-X 20=20'PUBLIC STORM SANITARY SEWER EASEMENTS 1� C/L "I CA. CENTERLINE A \'N. 7 WE POE DRAIN EASEMENT DB 4444 PG 548.551 PLAT VAR \ \$ / 20 DB 4444 PG 548,551 PLAT DB 4428 PG 316,319 PLAT DEDICATED _rJe NDYE PRIVATE DRIVEWAY EASEMENT \ UE-X ` VAR DB 4428 PG 316,319 PLAT ® �VARIABLE WIDTH ACSA j` VY PSE PRIVATE SANITARY LATERAL EASEMENT 20 // STE•X YAR+VARIABLE WIDTH PUBLIC MI =PORTION OF PUBLIC 20'STORM UTILITY EASEMENT - O PDE PRIVATE DRAINAGE EASEMENT \ .\ f/ STORM DRAIN EASEMENT DRAINAGE EASEMENT \N. { DB 4444 PG 548,551 PLAT DB M44 PG 546,551 PLAT I • LID SDE PUBLIC SIGHT DISTANCE EASEMENT N. EASEMENT DETAIL STE PUBLIC STORM DRAINAGE EASEMENT \ DB 4428 PG 316,318 PLAT DB 4428 PG 316,319 PLAT JULY 8,2014 SHEETAIM • SSE ACSA SANITARY SEWER EASEMENT —�WE STE t-X VAR=VARIABLE WIDTH PUBLIC 3 OF 4 2 LIE ACSA UTILITY EASEMENT •w'���, SDE INDICATES VARY ICATES DRAINAGE EASEMENT NM =VARIABLE WIDTH PUBLIC TEMPORARY FILE 8053 T i \ TYPE OF INDICATES DB 3442 PG 188,193 TURN AROUND EASEMENT VAR VARIABLE WIDTH �4;�„: VVAR EASEMENT WIDTH OF TTE-X VAR=VARIABLE WITH PUBUC 0B 4444 PG 548.551 PLAT ROUDABUSH,GALE&ASSOCIATES,WE ACSA WATERLINE EASEMENT V (SEE LEGEND EASEMENT TEMPORARY TURN DB 4428 PG 316,319 PLAT INC.11�C• \\ ' \ THIS SHEET) AROUND EASEMENT •�c•��.< ENGINEERS.SURVEYORS ANO LAND PLANNERS 0 �� ���• DB 4444 PG 548,551 PLAT �CCC5,x,' A•iw6INASONI warwu i�rae=7ION �.,�,T. =2D'ACSA UTILITY EASEMENT ` 4.jY \ �3, DB 4428 PG 316,319 PLAT DB 4444 PG 548,551 PLAT I 0 �s+ D�G•G14RO11�IitlE MION►�2 •r F EASEMENT PLAT �. L pX '- ��/6,rir* UE-X20=20'ACSA 1�SEMENT DB3442PG188,190PLAT Iti4OFIF0447110{-AU04M49M-SALffONCIOeseppr 0 I� CURVE RADIUS MC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C91 727.00' 51.78' 51.77' S 88'70 SS'W 1'61 St LSE-X �'"d \, C1 70.00' r 106.90' 96.81' N 74222.0T W 87 2649' C92 727.00' 60.43' 60 41' N 87'23'4T W 4.4544- 10 ./ \ C2 12.50 20.06' 17.98' S 15'54'39'w 91°56'48" C93 727 00' 54.77' 54.76 N 825126"W 4.19'0p" / C3 12.50' 19.63' 17.68 N 75.03'45"W 90'00 OD' C94 727.00' 88.78' - 69.76' N 77'56.5r W 5.29'59• $ �j A24.56 PORTION OF TAP 55E-1-A1 = Cl 330.50' 62.19' 82.10' S 65'1047 W 10'46'S4' C95 727 00' 47.64' _47.83' N 7T1B'S0'W 3'16Y4' m R- _C5 12.50 20-04' 17.96' S 24•4T17 W 9151'53' 096 727.00' 38.49' '38.48' N 6954'44"W 3.01'S9' C6 T0.00' 103.64' 94.43' S 15'36'34'W 84.49'43" C97 25.00' 36.95' 33.68' N 28'03'08"W u'4/Y8, ,%///� Cl 12.50' 20.0E 17.97' N76'01'10'IN 91.54'49" C98 1469.50' 58.26' 55.2T N 1r254TE 2.1620' 2,, SDE 1'5 j/� �'' O CS 12.50 19.63' 17.66 S 14'56'15"W 90'00'00" C99 1469 50' 37.6E 37 69' N 22'48'5T E 1'28'11' Oy VAR �64 j/ t. 0 C8 �89.50 7.51' 7.51' S 60°MT)9 W 1°351T' C700 70 00' 106.30 95.65' S 16'17'1T W 86'11'09" p ,,�/ / F �'' C10 289.50 4222 42.i7 S 68.0,'lr W 8'58'31" C101 85.00 102.10 97.92' 3 75'37'OB'E 90'00'00• 1 µ' / ON' C1t 72.50 16.70' 17.00' N 66'3526"W 85.42'01" �'' 0.N C12 12.50' 19.63' 17.68' N 75'03'45'W 90°00'00" / / /-" 1 013 255.00 72.51' ✓7227 _N 38'173r W 16'1T32" n C14 12.50' 20.25' 18.1 t' I N 00'0756'E 92'482r c zCt5 12.50' t0.63' 17.68' N/4.5615•E 90'00'00' C16 200.W 9.37' 9.3T _ N 31'24'lr W 2.41'05' i PORTION OF TMP SSE-1•A1 I 017 200.00' 46.64' 46.54' N 39'25'47 W 13'21'45" S Z C19 1250 19.45' 17.54' 3 89'04'39 W 89'08'0r 020 500.00 19.18' - 19.18' 1 N 28.2572"E 2.11.51" I C21 500.00' 60.26' 50.26' N 32'24'08"E 5'45'41' I EXISTING EASEMENT LEGEND LSE•X 10=10'OLD TRAIL COMMUNITY C22 500.00' 80.52' 80.43' N 39 53'4r E 9'13'37" ASSOCIATION LANDSCAPING C23 500.00 18.95' 18.95' N 45'2653"E 1'56'34" LINE BEARING DISTANCE _ I I EASEMENT C24 661.00' 187.29' 186.43' S 38'53.1T W 19.0143" Lt S 30'03V 5"E 12 50' I DB 3442 PG 188,194 C25 _ 12.50 20.26' 18.17 N 755T47 E 92'52'51" L2 N 30.03'45"W 12.50' �O R SDE-X VAR=VARIABLE WIDTH PUBLIC C26 126.00' 6286' 62.01' S 43°21'08"£ 28.29'28" L3 N 30'03'45"W 12.50' O I SIGHT DISTANCE EASEMENT C27 23.00' 31.10' 28.78' S D8'3T49'W 77'2825' L4 S 30'03'45'E 12.50 O� DB 4444 PG 548.551 PLAT ~ tc, ' SLE-X VAR=VARIABLE W1b7H C28 62.00 7,70' 7.70' S 44'4829'W r0T06" L5 N 30'03'45"W 49.00' ? ( el,„, I OLD TRAIL COMMUNITY -C2S 162.00 15.07 15.03' S 34'1T11'W 13'55'30" L6 N 30'03'45"W 24.22' Q`3-k� ASSOCIATION C30 62.00' 8.54' 8.53' S 23'2745"W 7.53'2r L7 S 57'35'57'E 33.03' .1, ' °D _C31 f 62.00' 43.98• 43.06 S 00'53'07'E 40'3821" L9 S 27'19'26'W 26.5T ,.Z-C y m c ry SLOPE EASEMENT 1 rp J $R(� DB 2886 PG 134,154 PLAT C32 ' 23.00' 14.26 14.03' S 03.26'60'E 35'30'56• L10 3 59'56'16'W 34.04' O PORTION OF TMP 55E-t-AI SSE-X 20=2D'ACSA SANRARY C33 23.00 18.32' 17.84' S 37'072r W 45'37'3T L11 S 5r3557 E 33.03' 7,V.,•7� MARCH MOUNTAIN PROPERTIES,LLC / ~ SEWER EASEMENT C34 12.50' 14.13' 13.39' N 87'40'44"W 84.46'02" L12 S 30'03'4T E 2.36' _ .Q".) DB�33 PG�g �i DB 2886 PG 134,154 PLAT co C35 _12.50' 20.26' 18.12' S 11'09.2r E 92.5750" L13 S 59°56'15"W 12.77 2 DB 2035 PG 728-736(PLAT) SLE C36 150.00' 6.02' 6.02' S 56'2650"E 2.18'05" L14 N 27'1926"E 15.1ff S 59.56't5"W ZONED:NMD VAR VACATION OF EASEMENT C37 150.00' 35.18' 35.10' S 4r34'4r E 13°26'12" L15 S 30.03'45•E 8.14' 61.00 ZMA 04-024 LEGEND J C38 _150.00' 30.88' 30.83' _ S 35'5T40'E 11'4T50" L15 S 21.48'Ot'E 5.OT N \N• PORTION OF PUBLIC 20'STORM C39 23.ar 36.13' 32.53' S 75'03'45'E BO°00'DO" L17 8 21'48'01'E 5.OT S 58.0126"W 1Bp.OT TOTAL _ � r\\ ,\� -- _ DRAINAGE EASEMENT C40 - 12-Sff 19.63' 17.88' N 14'58'15'E 90'00'00" L78 S 78'21Ti5'W 39.93' I 123.03' ✓' r-G°� w 3 a. DB 4444 PG 548.551 PLAT ��11 C41 12.50' 19.63' 17.68' N 75'03'45'W 90'OD'00" L19 N 70'58'OT W 12.17 rW >8 X DB 4426 PG 316,319 PLAT I.ij� C4212.50' 22.4T 19.56' S 08'20'4r W 102'58'57" r L20 S 79'21'55'W 39.93' ASHLAR AVENUE " --mac\\ Kp G3 23.00' 59.16' 44.15' N 46.22'09'W uT23'11' L21 N 16'1T37 E 4.34' < 61'RNV $' _ \ o • =PORTION OF OLD TRAIL 1.187 ACRES •I.•_ n 7A4G COMMUNITY ASSOCIATION CM 23.00 49.22' 40.35' N 88'37'S1'E 122.36'49• L22 N 20.11'21"E 4628' 2 RES $.• < r, C45 23.00' V 36.13' 32.53' S 14'56.15"W 90.00'00" L23 N 58.1047E 14.32' _ .9i R r-0E-WAY 0= a SLOPE EASEMENT - CiL 123.I I• 'to L33 �'2 E DB 2886 PG 134,154 PLAT C46 12.50' 19.63' 17.88' S 17.40'34'E 90.OP00" L24 N 12.48'S6•E 47.90' S 87'S3'0,T'W 0' o - -�.� 0 Ir n 11 C47 230.50' 29.69' 29.57 S 58.59'09•E 7.2750" L25 N 00"08.3T W 49.22' 61.60, J 177.8g TOTAL f-.J. • \C g C48 230.50' 49.28' 49.1W S 49'10'17 E 12'15'02" L26 N 82"03'04•W 43 45' S 59.56'15'W _ TO m a. ' C49 _230.50 77.48' 77.10' S 33'25'04'E 19.1516" L27 N wine"E 19.12' . o e g C50 230.517 35.29' 35.2E S 19.24'1r E 6'46'18" L28 N 03'28'D5 W 32.32' ' _ 051 469.50 50.21' 50.18' S 1r04'56-E 8.073r L29 N 03'46'45"W 3043' . N cF • e C52 46D 50 108.34' 108.10' $2r4523'E 13.73'16" - PORTION OF TMP ESE-1-A1 \ 1 r .. y�4° C53 291.00 165.72' 182.59' S 18'OS'01'E 36'3413T MARCH MOUNTAN PROPERTIES.LLC AR I. G! ii C51 230.ar 96.34' 95.W' S OB°48'00'E 24'00'07 DB 2233 PG 389 PROPOSED J r c C55 12.50 20.39 16Z0 { S 68'3137 E 93°2T01" DB 2035 PG 726 736(PLAT) RIGHT-OF-WAY m • r //� - pAVID C56 12.60 119.63' 17.68' N 72'7B'26'E 90'00'00" LINE BEARING DISTANCE ZONED:ZMA 04-024D 1 7 I N LIC.N0.2976 j C57 169.50 45.56 45.42' S 54'S8 35'E 15'23'58 EL2 5 22'08'39"W 9.43' R$ 1�Lf/mil eF L C58 189.50 95.43' 94.1T S 31.0851'E 32'15'28" EL3 S 19'16'30"W 57.10' J f,?, r - I 1 C59 530.50' 9.14' 9.14' S 15'30'4T E D'S9.1T EL17 S 271123"W 30.01' W I c�No sua�ty�o- g C80 530.50' 70.41' 70.36' S 1r4828'E 7°36'18 i E119 N 10't750'E 20.)0 I C8t 530.50 21.79' 21.79' S24'47'14"E 721'13" p 082 530.50 j 7761' l 77.74' , S 30'09'56"E , 6•24'12 ( ' v 1I I CO „r C63 230.00' 2.60 2.80' S 34'02'35'E O'38'S4" I 064 230.03' 58.74' 55.58' S 26°24'11'E 14'3T54" + I 065 230.00' 8321' 63.01' S 11'12'S0'E 15'44'4r R 9 C66 230.00' 22.24' 2223' $00'34'12"E 5'3728" -I I \\ B D LEGEND i 067 291.00' 34.54' 34.52' S 01'i2'O E 6'48'o3" 1 1 1 I I I \ Ep p C138 '291.00 - 1 I I I I I 31.87 31.80 S 0r43'59'E 6'155T ___\\\\\\ 069 291.00 55.54' 55.46 S t6.1958 E 1056T)r l3TE X VARIOUS PRIVATE AND ALBEMARLE COUNTY t SERVICE AUTHORITY EASEMENTS n C70 12.50' 20.�' 18.20 S 24'552T W 93'27'01' • \ 20 ' PS C71 12.W -20.54' 18.30' S 43°43-25-W 94'OT40" / CA. CENTERLINE •aV C72 216.07 15.30' 15.30' , 3 86'452T W 4'03'35" III POE 22 PRIVATE 27 STORM DRAINAGE EASEMENT C73 21 ,c 6 00 54.23' 54.09' S T9.370r W 14'23'06" / / PORTION OF TA7P 55E-1-A1 SSE VAR VARIABLE WIDTH ACSA REVISED C74 488.50' 35.32' 35.32' S 74'30'10'W ,4'1717' SANITARY SEWER EASEMENT AUGUST 27,2014 ER 26,2014 C75 486.50 22.t0 22.09' S iroosr W 2'42139" `�'4. COUNTY COMMENTS 0'i,4/.. / / COUNTY SEPTEMBCOMMENTS v C76 184.00' 12.90' 12.80' S 81'2725'W 4°01•0O' / a C77 184.00 82.32' 81.64' N 83'48'04'W 25'38'02" fit` 11.00 \ CJL / OCTOBER 31,2014 C78 12.50 18.46 16.83 N 46'S424"W Ba°36'a2" 0 50 100 150 \ SSE COUNTY COMMENTS ',e? C79 ,64.ar 43.61' 43.51' - S 83'S9'St`W ,3°34'aa' um mi `> ` VAR /ap/ / EASEMENT PLAT NOVEMBER 4,2014 010 IB4.ar _ 15.67 15.62' S 74'46'31"W 4.51'53" - 1.05 S�'N' / COUNTY COMMENTS (10 CBI 500.50 2t.61' 21.Bt' S 73'34'48"W 2'282T' / a C82 500.517 39.73' 39.72' _ S 77'052T W 4-32"54' // 18 DULY 8,2014 SHEET C83 216.00' 28.07' 28.05 S83'05'trW T2643" EASEMENT DETAIL �(���� / `1 Ifkili FILL 8053 40F4 3y CM 216.00' 40.98' 40.92' N8r451TW 10'571r CENTERLINE N// ,\ 01 PDE C85 276.00' 42.73' 42-e6 N 7e•39or W 11'z0O7 __r _-_.�STESE \/ � 22 ROUDABUSH,GALE&ASSOCIATES,INC. C88 15.00 2428' 21.71' S 62'39'14'W 92'4326" INDICATES / C87 727.ar 8T.56 87.50' 368'17'S9 W B'S4D2 TYPE OF INDICATES V� \ i ENOIMEEsss.SURVEYORS AND LAND PLANNERS Y C88 727.00' 110T.53 107.13' 57553'1TW 8'282r EASEMENT WIDTH OF ,� Ea -.Ro Nru.o..AL oei.o.�•.... /� \ �C89 - SEE LEGEND SSE'X ter. • warw.w •.rvo• ••�• ,(,;� \ 727.00' 20.1E 20.15' S80°55'05'W 1°35'16' ( EASEMENT \ p VIRGINIA STATE PLANE GRID NORTH *141pR1�1p ROOD•OlNDITNILE.VMA zvo. LJ' C90 727.ar 5621' 56.19' S 83'S5'36'W 4'25'4T ON SHEET 3) \ \� NAD 83 SOUTH ZONE N esan�s-►Ai4M�@!.SAW M pp• s� 7 RECORDED IN CLERKS OFFICE OF ALBEMARLE ON NOVEMBER 14,2014 at 1:01:48 PM AS REQUIRED BY VA CODE §58.1-802 STATE:$0.00 LOCAL:$0.00 ALBEMARLE COUNTY, VA DEBRA M. SHIP CI IT CLERK �• • • • BK20351) 0126 001150 Albemarle County TMP#05500-00-00-10.100 TMP#05600-00-00-41400 Tt1I P#45500-00-00-07100 TMP#05600-40-40-01 I E I TAM P#O5500.00-00-08300 TMP#05600-00-04-017B0 TM P#05 00-00-00-10500 TM P#05600-00-00-017B 1 PREPARED BY: McGuireWoods LLP EXEMPTED FROM RECORDATION TAXES UNDER THE VIRGINIA CODE(1950),AS AMENDED, SECTION 58.1-811(10) • This DEED made this 23`d day of May 2001 by and between DENNIS W. GOOD, JR., SOLE ACTING TRUSTEE OF THE PIEDMONT VIRGINIA LAND TRUST under agreement dated June 8, 1984, Grantor of the first part, and MARCH MOUNTAIN, L.L.C., a Virginia limited liability company, Grantee, of the second part, whose address is P. O. Box 655, Ivy, Virginia 22945; WITNESSETH: That for and in consideration of the sum of TEN DOLLARS (S10.00), and other good and valuable consideration, the receipt of which is hereby acknowledged, the Grantor does hereby • GRANT, BARGAIN, SELL and CONVEY with SPECIAL WARRANTY OF TITLE unto the Grantee the following described real property: ,• All those certain tracts or parcels of land, situated in the White Hall Magisterial District of Albemarle County, Virginia, containing in the aggregate 485.095 acres, more or less, and 0.529 acre, more or less, as shown on a Boundary Survey of Piedmont Virginia • Land Trust by Kirk Hughes and Associates, dated September 20,2000, attached hereto and recorded herewith in the Clerk's Office of the Circuit Court of Albemarle County, Virginia; BEING all the same property conveyed to the Grantor herein named by the following deeds of record in Clerk's Office of the Circuit Court of Albemarle County, Virginia: by deed from William D. Ballard and wife recorded June 1,1990 in Deed Book 1103, page 593; by deed of record in Deed Book 802, page 395; by deed of record in Deed Book 1236; page 72; by deed of record in Deed Book 1641, page 97; by deed from Spectra Properties, Inc., a Virginia corporation, dated March 17, 1993 of record in Deed Book 1296, page 54; by deed from Knopp Enterprises, Inc., a Virginia corporation, dated June 30,1987 of record in Deed Book 948, page 11; and by deed from The Family Trust, Inc., a not-for-profit charitable organization, dated May 8, 1985 of record in Deed Book 837, page 455. • 4 • r • Bx20 35P (1121 The deed from William D. Ballard and Dallas L. Ballard dated June 1, 1990 of record in the aforesaid Clerk's Office in Deed Book 1103, page S93 contained a reservation of a life estate for the joint life of William D. Ballard and Dallas L. Ballard. William D. Ballard died May 3, 1993 as evidenced by his vrill admitted to Probate in the aforesaid Clerk's Office in Will Book 76, page 263 and Dallas L. Ballard, as the survivor, had an additional two-year leasehold interest which expired on May 3, 1995. This conveyance is made subject to easements, covenants and restrictions contained in duly recorded deeds, plats and other instruments constituting constructive notice in the chain of title to the property hereby conveyed, which have not expired by limitation of time contained therein or have not otherwise become ineffective and any lien, inchoate or otherwise, for real estate taxes or assessments not yet due and payable. WITNESS the following signature and seal: PIEDMONT VIRGINIA LAND TRUST BY: _ SEAL) Dennis W. Good, Jr., Sole-A ' g Trustee COMMONWEALTH OF VIRGINIA CITY/C-0 OF C rrjtt•sr111c , to-wit: The foregoing instrument was acknowledged before me this 421tay of jvr>, 2001 by Dennis W. Good, Jr., Sole-Acting Trustee of the Piedmont Virginia Land Trust. My Commission expires: 1 Notary Pu lic 1'REA%18I9.1 2 • , '.4 _o , . • nKn35FG0 28 NOTES: 1.) Survey prepared for: Piedmont Virginia Land Trust 2.) A portion of the property lies within Flood Zone "A", a H.U.D. defined 100 year flood plain. The remainder of the property lies within Flood Zone "C. not a H.U.O. defined 100 year flood plan as shown on Flood Insurance Rote Map, Community Panel Number 510006 01808 and 510006 01908, effective date December 16, 1980. Flood Zone "A" was drown based on information scaled from the Rood Insurance Rate Maps. 3.) This survey was prepared without the benefit of a current title report and may not indicate all encumbrances on the property shown hereon. 4.) The property shown hereon is subject to the following unplattable easements and restrictions: Virginia Public Service Company Easement recorded in D.B. 233, pg. 547; VEPCO Easement recorded in D.B. 273, pg. 37; VEPCO Easement recorded in D.B. 285, pg. 182; Assignment of Sewer Taps recorded in D.B. 655, pg. 688 car 689; Easements & Restriction;, recorded in D.B. 802, pg. 395; Building Restrictions and Utility Easements recorded in D.B. 837, pg. 455; Leasehold Interest recorded in D.B. 1103, pg. 594; VEPCO Easement recorded in D.B. 1219, pg. 638; Restrictions on development recorded in D.B. 1204, pg. 105; Reservation of Easements recorded in D.B. 1641, pg. 97. 5.) Internal boundary lines were not surveyed by this office. This does not constitute o consolidation of the parcels owned by Piedmont Virginia Land Trust, and does not affect development rights. 6.) Basis of bearings was determined by o CPS control survey performed by James H. Bell, Jr., L.S. of Mineral, Virginia. 7.) Physical features were drafted utilizing aerial photogrammetry provided by James H. Bell, Jr„ L.S. of Mineral, Virginia, and confirmed by a current field survey performed by this office. 8.) The following unrecorded Easement Plots were provided by A.C.S.A.: "Plot Showing a Water Line Easement, T.M. 56, PCL. 14" "Plat Showing a Water Line Easement, T.M. 55, PCL. 71 , and Sheet 2 of a plat entitled "Plot Showing a Water Line Easement, T.M. 56, PCLS. 17A & 1781". Sheet 1 is recorded in D.B. 1445, pg. 185. These plots were prepared by S.L. Key Incorporated, Land Surveyors, doted December 31, 1992, and revised March 9, 1994. SURVEYOR'S CERTIFICATE: The undersigned, being a registered land surveyor of the State of Virginia (Reg. No. 1458) does hereby certify to Piedmont Virginia Lond Trust as follows: This plot and the survey on which it is based were made in accordance with the "Minimum Standards and Procedures For Land Boundary Surveying Practice" adopted by the State of Virginia. Boundary metes and bounds shown hereon were established by a current field survey made on the ground pursuant to the record description, and all information shown hereon is correct to the best of my knowledge and belief. 'rH OF cir eaub t2,.. ,� . 7, ,v. •RK" HUCI RS›' NO. 1458 9/2 10 'NA SUR':,,k()¢ Boundary survey of Piedmont Virginia Land Trust containing 485.095 Acres & 0.529 Acres White Hall Magisterial District Albemarle County, Virginia September 20, 2000 Scale: 1 " 250' 250 0 250 500 750 Feet _ r- J 1 Kirk Hughes & Associates Land Surveyors & Planners 220 East High Street Charlottesville, Virginia 22902 (804) 296-6942 File: 2000-020 Dwg.: 2000.020-01 SHEET 1 OF 9 8K2035PG0329 DATA FOR ADJOINING PROPERTY T.M.P. 55C-1-1 & 55C-7-2 7:M.P. 55-78 T.M.P. 56-11A Subdivision of Lacy Reo Property N/F John C. & Jackie 8, Shifflett N/F Robert L. & Ruth A. Barrett D.B. 317, pg. 107 (plot) D.B. 887, pg. J14 D.B. 827, pq. 723 D.B. 220, pg. 551 (legal description) D.8. 328, pg. 15 (plot) 1:M.P. 55-69 0.8. 252, pg. 550 (plot) . N/F Don Rea & Ethel R. Woodson D.B. 248, pg. 413 (plot) T.M.P. 56-1 18 D.B. 361, pg. 303 N/F Don M. & Donna F. Johnson 0.8. 275. pg. 582 (plot) T.M.P. 55-790 0.8. 823, pg. 674 T.M.P. 55-70A1 N/F Richard M. Brandt D.B. 823, pg. 274 (plot) D.B. 1584, pg. 257 N/F Roe Clyde & Lilo Farthing Allen 0.8. 7273, pg. 515 (plot) rM,P. 56-12 D.B. 1559, pg. 372 N/F Duane H. & Sharon A. Zobrist D.B. 975, pg. 137 (plot) T.M.P. 55-824 D.B. 1671; pg. 606, pg. 603 (plot) 0.8. 421, pg. 427 (plat) N/F Peter S. & Rebecca S. Cold D.B. 1768, pg. 388 T.M.P. 56-13 T.M.P. 55-708 D.B. 1331, pg. 744 (plot) N/F Joanne L.G. Moyer family Bust N/F Colvin S. do Shirley C. Hall D.B, 1671, pg. 592 0.8. 380, pg. 585 rM.P. 55-84E D.B, 506, pg. 167 (plot) 0.8. 334, pg. 290 (plot) N/F Hidden Hills L.L.C. W.8. 85, pg, 441 T.M.P. 56-14C T.M.P. 55-70C 0.8. 1641; pg, 77, pg, 82 (plot) N/F Jordon Development Corporation N/F Nancy Sloan Lawson D.B. 651; pg. 147, pg. 149 (plot) D.8. 844; pg. 330, pg. 332 (plot) rM.P, 55-103 D.Q. 1120; pg. 469, pg. 464 (plot) 7 M.P. 55-700 N/P Hidden Hills L.L.C. D.B. 1565, pg. 122 T.M.P. 56-14E, & 14M through 141' . N/F Claude H. & Patricia C. Soul 0.8. 1641; pg. 77, pg. 82 (plot) White Oaks Subdivision D.B. 601, pg, 478 0.B. 1204, pg. 94 (plot) T.M.P. 55-103A 7.M.P. 55-70F N/F W.J. Kirtley, Jr„ & Bruce W. Kirtloy7.M,P, 56-1401 N/F Claude H. & Patricia C. Soul D.B. 1803, pg. 140 N/F John W, & Carolyn J. Rosenblum D.8. 617, pg. 519 D.B. 958, pg. 356 (plot) 0.8. 675; pg. 234, pg. 237 (plot) 0.8. 388. pg. 231 (plot) D.B. 845; pg. 291, pg. 293 (plot) T.M.P. 55-103C D.B. 933 pg. 469 (plot) T.M.P. 55-70C1 N/F Daniel D. Shiftlott N/F Mork R. Triplett & D.B. 1458, pg. 49 T.M.P. 56-17A Allison W. rhomson-Triplett D.8. 377, pg, 80 (plot) N/P County of Albemarle School D.B. 1743, pg. 511 Board 0.8. 1615, pg. 740 (plot) T.M.P. 55-104.a O.B. 405; pg. 346, pg. J42 (plot) • N/F William M. & Jean M. Patterson T.M.P. 55-72N3 D.8. 353, pg. 597 Lot 13, Clayton Manor Subdivision 0,8, 773, pg. 225 D.B. 399, pg. 567 (plat) D.B. 1809; pg. 315. pg. 318 (plot) T.M.P. 55-728 T.M.P. 56-8A • N/F Randolph F. & Doris S. Davis N/F Lucille H. Spencer 0.8. 764, pg. 301 0.8. 378, pg. 248 . D.B. 549, pg. 39 (plot) D.B. 287, pg. 506 (plot) rM.P. 55-75 T.M.P. 56-8 N/F John G. do Olga M. Cubero N/F Lorry Wayne & Lora Sue Ryalls D.B. 331, pg. 383 0.8. 1624, pg. 96 D.B. 224, pg, 269 (plat) D.B. 287, pg. 506 (plot) PROPERTY OF PIEDMONT V I R G I NIA LAND TRUST T.M.P. 55-71 O.B. 1103, pg. 593 T.M.P. 56--14 D.B. 171, pg. 310 & 311 (plat) D.B. 837; pg. 455, pg. 461 (plot) D.B. 287, pg. 506 (plat) O.B. 1102, pg. 619 (Highway Taking) D.B. 280, pg. 269 (plat) D.8, 1204, pg. 94-103 (Dedication of Davis Drive) D.8. 280, pg. 271 (plot) D.B. 845; pg. 291, pg. 293 (plot) D.B. 226, pg. 327 (plot) D.B. 170, pg. 63 (plot) D.B. 135, pg. 356 (plat) D.B. 837, pg. 461 (plot) D.B. 669, pg. 20 (plat) rM.P. 55-83 D.B. 1641; pg. 97, pg. 82 (plot) T,M.P. 56-14E1 D.8. 802; pg. 395, pg. 404 (plot) 0.8. 837 pg. 455 D.8. 1236; pg. 72, pg. 74 (plot) Parcel "A", White Oaks T.M.P. 55-104 0.8, 1204, pg, 94 (plot) D.B. 1296, pg. 54 T.M.P. 56-178 D.B. 266, pg. 334 (plot) 0.8. 1296, pg. 54 • D.B. 655, pg. 684 (plot) T.M.P. 55-105 D.S. 1296, pg. 54 T.M.P 56-1781 D.B. 255, pg. 475 (Legal Description) 0.8. 948, pg. 11 D.B. 288, pg. 132 (Legal Description) D.B. 655, pg. 684 (plot) . D.B. 266, pg. 328 (plot) • 0.8. 266, pg. 463 (Highway Taking) • SHEET 2 OF 9 630 C133HS I ' .. 7 t '89 3 „Ot•,57.ZB S ' 5S.97_ 96'7Z 00'OS „Zt,t•S.SS • - tiL'ZS I 3 „L0,6S.Z9 N 9Z'LL £f £'S t 00'5O5 „9t•,£'Z.Z L_ ' , • ,L1 '901 3 „00, Lfr.1L N � ,ZL'90t 3 „9Z,9Z. 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(pa;ou esi*lay;o ssa/un) ,�Jadodd ,,j., o; „3„ ;ulod c,uold ,• ,ZL'£'L 1 3 „8t•,£'t.Ot• N • (Jeff) punod 008 u01/ _ ,SL'151 3 „9ZZ'i.8f N • L A'S9 G 3 9£' 6S.78 N f 59'6S , 3 09,S1.8Z N . (Sell) ;aS Pod uo1/ --�.� ,Z1•Z1 L 3 „90',£'0.Z9 N ,00'cc ' 3 „ l£',L£'.S1 N • (dd/) punoj add uo1/ p .01 'L01 3 „8£, I£'.78 N ,00'05' ' 3 „ 1.£;Z£'.00 N ,£'£ 90t 3 „5£',60.69 Si ,Z7'97 M „8Z,8t'.0L N • ;as ;ou 1au1oO -0-- ,8L'LGZ 3 „01,L£'.£'9 NI ,f1 '£'£'I , M „8£',Z4.f1 N aouo;s!p ,_ buraoag 1 aouo;s/p J 6u!Joag QN3937 „ -I„ o; „O„ ;u'od wold •anup J0 1a;uao 6uo/o s! aug 4iodwd ,,g, o; .,b;, ;urod woad , .� OOLO9dSCOD2' MARCH SHEET 5 . if.. -- ....k\ x 1 ,(411 ° � '7 I \ “1\ i vc4r X/ :�; Q 11 y \ 1! s t - i 1A ss�'� i! T W , \\_,.,, \/01:."----‘------ .. : .•::. \• I _, .. -.- \ 14 ,. s Joke; ti te = �� -\ r i 1 • f^ t !f ..) .- ` \ \ -3, T Vs _/ x_�x�` �. %11�6' 1! t � x1"`X4� x�x_ , x 11 • `\ • x�$�-,. _x--______ L %, `,♦ / r ti Ire Sao x�f \ N. 1.: • � CO `� � \ Private Drive t - to 60' Access Easement aseme lot +` �x `--- blow-olt ! .. J t) 1�{ O.t3 802, pg. (plot) f----x -a X t x x X \ volves .. Cr) 1 r j...f s Z .--,), c 0 i Flood Zone A _ ig i j '‘. Ah l 'r-- x x I-------- _max �,-- - / ......'- ..- ! ,.. �11 'h C..) `� y - - --- --- - - ,,! 7 o �¢ t 'r ' /: �� f^of cp ttii ` I -.Svc4iN -�.f. r/ ``‘ { f T.M.P. 56-1781 °oao O -• 86, s � tI ./ oo ! • SoIY �9 33 ao�xo -\ Q �-1.� T.l P. 56- 2 -- I _ trim h r �- OS�o SO � • dr e-- ii 10.04'08" w S 8129'55- ry )/(' \ Q r 281. Qr o Q ., cemetery ' .. - 377.70' (totol) t /'..2 1,r� S 75'36'18"; 1 ; ! 327.74' = — 208 9 Lc I (IRF to IRF) r� ,� 3�� yh Q ! W� ► o T.AIP. 55-104 �: oco J" . ,_ ll ..nd`> o �� �^ �� o T.M.P. 56-178 to �: t t�. -O !� I �• I ym,o to 7 :. : ch T.M.P. 55-103 - .�. � �. _ �- � ,0 �1 in le o0 i if '.4) -- nk w) j. P cl) "v-z. r a ft l/i//Sb 1 °o T M P. k 2 h cO 150' Scenic Highwoyy S'tot pro T.M.P. 55--103C (I� ° • s . 55-104 ^�43 Eosement, D.B. 1192,e RO�IeC�n `� ' L k 11g2.64'.� pg. 714224.07: Ill 91 702.96 600.6 _- -��_r - - • _. -_41 �•,� • � _-N _� S 5'42 00" 321 L6_5 ' � r, s _ O1S. Roule 50 �osement, 0.8. 12, pg- 54 _ Rockfish Gap Turnpike --- '_ "_ —� a ' ' '� --F ' 0.8. 266, pg. 463 1! L g FAT MATCH SHEET 6 i 7 X'(it, -.:-. • \ j e. xj.**2.---....—x--- ",.... \ rveyrE `Ns. \ ' ` iJ \\:._ ' N.. __._,____,.._1 . .--2.-- .--4.\ -. :-.....1: % \ ti t0 Ol +\���x"--Y ../ ` \ 1 ) 1.- -,... ‘‘)\\ 'i N 70'03'41" W ___/ 0 ` }/ ) 1 \ \ / \—i ;.\ \ N 77'47'25" W / �;'. � f G� �? 4 56' l: -� 127.42' �� —�'4„.... f/`.-- . :_-.,,I., i�� NI / :7 ' ; \ f s .x/� i.�� rCI / li/ -% c) I; / a. Ne ry74-..,.. % U, ,f1 A; i \+ l x� S Si I •} % � road "coZ y / f fare— N f/ O } i x / I: GO .6i4T 11 }� 1l: ., x x/ 0 \ _. \ SO / NI Q } f / N I • / le_.......V"-- •---- , _... \I( ��� V x,� c-',.- ()\\\ 485. 095 Acres \\k , : , ___ x \v 3 / ---. 11 z \/6162 Rockfish Cop Turnpike + • x \__—x-� t_......___.-.r 1 k 1 . T.M.P. 55-83 \� �r�� /, I/ .3.; si•). I( .0 v" ..* ' 4) IC?) 't 3'. 9 tr. : ...,,,,;„:, ---------- -c--..,..--- ---• <----- _ „ :,,,-,, ,,,,,,, 2 J y arsr+e+:F k a,. , .-- \ b i MATCH SHEET 4 • - �� — 0) k 0 W Si / /"IV - ` / C� �,/ .....3_8. 7.83' 409. Flood Zone "a" \ v�' ryp .o /� 0 \p � • AC.SA So N .� �ry 64z: QV /Seger &mem o• T.M.P. 55-78 .' i-- � • `oaf, '� / c? \ �.i.)%qo' /0.8. 925, pg. / '�� -. \A.oA '� \ Q' / ' Qp;/ T.M.P. 55-70G so - '-' . --' r'Yyo'' � / tiv T M,P. 55-72N3 4' ,,[ Cr) p .6- . , 4- '`� N noil set �' Qa_ '.i. `• �� T.M.P. 55-75 . S 8937 �' n drive ce) ... tf' X \-,- \ SS E.��� /' `�~, `\ Zti'4 6, g 12� 9 ii' �9 Al P. 55-70f hh 44 j- \ 1 N .4 - A9- 28, p h- N 19'53'3 J" E k �� \t f 2s9 (p o�?s$ �'z'� 92.29' . 11 Ai\-------x---J---/ ,� 9 . opte JO q8B .. Stump T.M.P. 55-79D �,'��`y'h -• \\ 4h\1t.5/Found tcemetery 44/ } } ao AP i to ...-f '- . / ®�` f% + 55-70D . \�\ 1 F... Y y ` 1 x• \�� ‘ -- } k N 9692`''' t - \ 9 £ ,��• ' ( :i �\ os . tc .— C 1 Ni w -\ B 1 hay�r \ ,`. 7 \� t om 1/41 Q �'? .� • 1 �w4/gyp . 1 \ --------4-,\fs---------- -.... ----"\.,N.... \ A--ji \ +� '.\-/-•-•.f.`"\,, \ k i f N._ ______..._-.." „.........--2...,,, ,# \ --:-' ,?:". -:.\\11 (c)g, k --..,.„. .. 4.\----- ..,,. i/ .-• % . ----I 1\' * 1 \... \t :-r . \ r N. 1 \ MATCH SHEET 5 �Or�O (� • _ S ns G corner of stone wall 0 `�O"ptOte '�Ou°'° Rood Killdeer Lone t� s 89'36 08•• f �C28' _ cr%pt/ye E S9> St. Rte. 1215 /.• �� ement (Formerly Albemarle Street) `\ N 14' 4'36" E 30' R.O.W., 0.8. 171; W • 387.83' ('JRF to 1RF) --pg. 308, pg. 310 (plot) V) / C0 �, 409 68' (total) T.M.P. :SS-70B • 40' R.O.W.OW. D.B. 416, pg. /. .. � v�. `,' -_. �, sow S 14', 4'34 ' W 419.64' (total) 0 \ O ') AC.SA Son.-- 13.33' (center of rood to cor. stone wolf) �1 �'Q ,Q` Sewer £osement V 231.31 (cor. stone wall to IRO h / .� �`�' O'A D.B. 925, pg. 589 Q T.M.P. 175.00 (1RF to point in util. pole) \ / h O' 0I./ ..k'10� ,' 55C-1-2 . \ / } T.M P. 55-7001 F , -, - yip •\ �4: •. T.M.P. 55-72N3 `� O' QA • to�ht Loo�� •onT .• o 55C-1--1 n�drve �'GZ1• �`�4 /1"A% '� P. 55-75 .• £' s 8S'3?O� / 1� 1� tc' T.M.P. 55-69 00, • i 0 C1,'2�,45• Og >2R sg•1), £��- T.M.P. 55-70F hh et 10 i Ab •� Vd`�y a° 6 p9 ?80,. 0 1y, �. • _ N t 9'S3'31" f 1` / C j�o /� .o ? x 6g(pot?s8, `�z`� 92.29' h S 19'53'31" W aO�o�' o`,N o •�g .Mople q8 q48,�' ¢36 f t_ 78.53' T_MP. 56-9 �o�op- `•' S: a p A5 "Stump cemetery ' £ . < X N 86'18: / \ ., _._ Found / -�_ 37" £ / , 0 �f# T.M.P. fi 'k 8 • �, • T.M.P. 56-8A O f /-i .-- 55-700 ill ro o, T.M.P. 56-8 h OJ End of Stole Maintenance. '' `‘ �/ .;] •" ryONail t n/ D.B. 823, pg. 275 (plot) 1 ��:- ��1 �jx Ifl 1 �O tC.' Post O T t ...---7.7*--- , , , Na . '`i - ;take' 4 Q.- - i'W.- '55."/ ' tit 'l . 1:_:- .-f. et? • (? J1 '. -._ 14 • .. �\ /C- i( .Z' I ca.f S 88'47'04" E' \, Y' `‘ f O O /1 4 14.98 / ''' ..N i 4t40 \ '� Nail Found h II _ 66., c • ',` \ y � in Conc. j- '� >>9 b f v°,W r =- Post I ------LI I a� ' .\ I I 30' Eosement \ I W • o, �/ + ����. �� _ I� Q.B. 17 t, pg. 308 Ira a �•9.�-' �`` � `- f h.ct?�,l — nom.immiiimmsommmilimmimmosi q / • 4 . : -• % "goo ic 1 w / 74 \ blow-of ,. Q- ' . �::\ 1, valves ti�`o T.M.P. 56-l2 \Ji IY ,( \ ` \ / N:. \ �'h`o )ji N. 7. --- ,, ,_ .# ' -_.: \ 1 :).''‘.`'c,':). . , .......? (lk . \ �' `�, • + ` / Q 4/ 1/- '-`.-. \ \ 1 . s)--:--•:, ----"' - oO . .4-, / 41) MATCH SHEET 8 MATCH SHEEP 7 Ar2n1gPcn7n . / /, 30' Easement,--�� //. 4p, D.B. 171, pg. 308 •blow-of. �,?' ^���' Q• valves/1/ 3 Z• �o T.M.P. 56-12 �� •• �.�, //// c `@ i ,, A.,s, \ \ \\,..N. � /�/// �O0 �\ ��i T.M.P. 56-13 /� .� -d Zone "A" 1k ... //r} . :... : • �,' blow-off� i valves '�! f ,�o 1 `':• S 0708'574' E 1�- " - ' 45.98 (center of rr ._ - 1! - stream to /RP) 1 r cN ►1 .. — a l� 1`a x.rf X- - K= .t It 'j X�•...._x�� pump �� � `'�� ,°7 lj 1r house o 9�3' .4o 1! �'"r g 46S ent ; 00. 4l .P 148 �� rj O x ro.P. 56-1401 11 %.71 11 �_x_r ~-- x gravel 'V-c w x 1 1 x rocd w4 c3% 70. r1/ 0/. . Nail Found 1 r min Fance Pos ..r 1 , , !i ,�) 4) T.M.P. ,,•r ! ,1 rti'` 56-14M 1 1 '.. t ti 1 �„�4A �i L �� 11 '\ rM.P.\ °f r�`s 56-14N �0�6 4' -/ \ f°t � / :;,,. to 7:.:- a. -z,„ co rM.P. 56-14 a rM.A. TM.P. `O �o 'n ":7:;*`'�c 56-J 4P 156-140 h T �. CdnC. t r N �` A _ ~ �� 011 cistern 143 2$' • s ; 11 1+\1 1+ .30' R.W.SA Easement 1 11 0.. D.B. 834, pg. ;q� ,.._:- - "rf �,r„- S 48'21'36" w 0,ro�1 I S/abtc wn �?un \� ��� /, 4. • 11 i i 4 a 148.4 ' ,. tiJ . �� ice/ . ,,,a•� :i 1 V �8j. ,JAPP' 91.04' ��' S74'30 40 E ,�� ,. 'ir z ` - _ f48s? • •• o S 21'15'33'1 W ,:. cr) .%• �3•' •?¢• •S 84 54,- . 4, T.M.P. 56-14C SEE DETAIL )' sewa e 231, Z" SHEET 9 OF 9 o pond' SHEET 8 OF 9 I RK2J) PG0736 , / l\ 20' Drain a Easement 1 0.8. 1204, pg. 97 1 . T.M.P. 58-14E , S 4tf' '02" E . .• 1 \ 7t; '• 30' Central Telephone 6bD \ I I Company Easement ti 0 p D.B. 1168. pg. 293 �0� 1 • 1\ 25 J ,18" E \ \ 30' VCPCO Casement �h \ 47. \ e D.P. 1105; 452, 7� I •p, \ \ 1 c� pg. 45a (plot) �h Parcel "A" 1t,\ \ \ • \ 1 ►« • �'. ti� 0.529 Ac. 141 1 Gti ,' \ ., \ ��'�`•• , T.M.P. 56-14E1 1 4 \„ ) � . /• oak, �`•. , + . , \ , �/ SO R.O.iy, 120a. A4' 9�1' � '1.d4'. '"���i • :%.-_• \ G pc5,•••''04 ��oi10 // 1 // . .` \ `,p9• 9 dsenl o4bF,.3// /, ` ,/ i. tAr wV. I \ ��>000, `;•:` ��` �'� Drainage Easement lone q� 414f,11 C D.8. . 102, p9. 619 �:•'� Droinoge Casement �, • ;/ 0.8. 1204, pg. 97 CURVE DATA Number Delta ' Rodius . Length ' Ton. Ch. 8rq. Ch. Len�tn _ Cl 03'19'45" 602.95 35.0.5 17.52 S 44'58'09" E 35.03 02 74 52'53" 50.00 65.35 ,38.28`S 19'12700" W. 60.79 0.3 22'52'02" 4.53.00 181.60, 92.02 S 68 04 28" W 180.39 • DETAIL OF PROPERTY ADJACENT TO ROUTE 240 100 0 100 200 300 Feet F-sJ-•c A-1-1-ri- t t I I Scale: 1" 100' 1 l' SHEET 9 OF 9 . �. • . OK2035P007 31 • �'IRG1SIA: IX THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE: THIS DEED WAS PRESENTED. AND WITH CERTIFICATE ANNEXED. IS ADMITTED TO RECORD ON ' 2001 ' AT,, O'CLOCK M. STATE TAX 1039) LOCAL TAX S �(213) • TRANSFER FEE S f• o O (2121 I.T.T.F. S _ 3.00 11061 VSLF S 1.00 11a51 CLERKS FEE S 13011 PLAT S ECT.58.1-802: TESTS: STATE TAX S (0381 SHELBY.1. MARSHALL,CLERK LOCAL TAX 12201 LOCAL TAX S �(21�1 BY: • f PUTY CLERK TOTAL S ' 0 0 -� • • r APPROVED FOR RECORDATION OWNERS APPROVAL I �•!,' A... ,,,„0,,r,,„0,, °�'', PPE �� 00 oa no 4�'';;�J`:, ♦A,„4,,,, 1 TAX MAP 055E0-01-00-000A1 BELGROVE ! �fmmn i�p y *VIA IA BLOCK BALLARD , �, �' �: � • ,4'/� _ t 4l1 STREET 35A . , Iq','iil,,,,u„ .`�4;4p :-Ih t�*// AGENT BOARD OF SUPERVISORS DATE THE PLATTING OR DEDICATION OF THE FOLLOWNG DESCRIBED LAND, GOLF VIEW D �r.� C:L�"..` )�j �Tv r SUBDMSION PLAT-OLD TRAIL VILLAGE-BLOCK 27,IS WITH THE FREE \ I���/' ��-��--*. 4 , i'�`a,. �y CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE > 1 f4✓ . "- 1 W Q'W°S%: PARCEL DATA UNDERSIG D OWNERS,PROPRIETORS AND TRUSTEES, IF ANY. 141,1 . :Ll;i'l!7.T4i��r/P�:',:�' �� OWNERnpri:i%:�it` '�I4� i MARCH MOUNTAIN PROPERTIES LLC ` /../ " •y!tomMARCH NTNN PR ERTIES.LLC Olio 1, ,,I, a,,,';.-� 1.144 1005 HEATERHCROFT CIRCLE,SUITE 100 ����'� J`' ' o • CROZET,VIRGINIA 22932 �yQ qV �� • 4,....4.., .. i� ":,. Ag in NOTARY PUBLIC FAt. i •f**SOURCE OF 79,TITLE/PLAT REFERENCES: > ." . Or.. DB 4592 PG 379,383 PLAT � �1 �+, it )_ LiiT ;" ••,, CITY/COUNTY OF Fa 1�E nn A-x.t e_ `k,� rr DB 4567 PG 742,745 PLAT OVERALL MAP DB 4566 PG 173,176 PLAT COMMONWEALTH OF VIRGINIA SCALE L=500 /� /�j W' � h DB 4462 PG 149,152 PLAT THESOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY -c- � � V���: ' tI! DB 4257 PG 377,388 PLAT u,"&t wne. J,fin o k s '/ -.; ' DB 4215 PG PG 254,261 PLAT ON BEHALF OF MARCH MOUNTAIN PROPERTIES z I'� DB 4195 PG 686,893 PLAT 2 DB 4039 PG 315,324 PLAT -1, „1iiiva l,f ,��,� V N.o,L�� DB 3965 PG 6,9 PLAT THIS u DAY OF-DeCe 4 , 20�C ```" \aE N.P1I2G�• �_ i .-- vi OB 3941 PG 678,687 PLAT L�G�/ Ne� � Zee EGGIRDON O.,c g, ,�` au) aowm DB 2233 PG 389 7llea i"fi`�/ =<` kc ow D R o= r _�` NOTARY PUBLICS SIGNATURE `O wncaer B: = {4 - �6 MAGISTERIAL DISTRICT ""'2°" ` - ' r WHITE HALL MAGISTERIAL DISTRICT NOTARY REGISTRATION NUMBER: 3 'I'pj ��:'',` ,I„Inlii""ma"'ZONING MY COMMISSION EXPIRES ('''l 3 I Or>I-.) LINE BEARING DISTANCE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE NMD(NEIGHBORHOOD MODEL DEVELOPMENT).IN ACCORDANCE WITH DL1 S 59'56'15'W 1250' Cl 12.50'- 19.63' 17.68' S 14°56'15'W 90°00'00" THE PROFFERS OF ZMA-04-024. THIS PROPERTY LIES IN AN ENTRANCE NOTES DL2 N 30'0744"W 49.00' C2 12.50' 19.63' 17.68' N 75°03'45"W 90"0090" CORRIDOR OVERLAY DISTRICT. 1. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER DLS N 60'14 32'E 12.50' C3 255.00' 12.51' 72.27' N 38'12'31"W 16'17'32 A IN ORDER TO EASEMENTS THAT WILL BE REQUIRED BY A.C.S. DL4 S 22°2770'W 13.88' C4 255.00' 37.09' 37.05' N 34°13'44"W 8°19'58" • RESERVOIR WATERSHED ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES. DL5 S 69°37'27'W 13.97' C5 255.00' 35.42' 35.40' N 42°2730'W 7'5734" DL6 N 46'59'44'W 32.26' C6 12.50' 20.25' 18.11' N 00'02'56"E 97452T' THIS SITE LIES WITHIN THE LICKINGHOLE CREEK WATER SUPPLY 2. ALL LOTS SHALL BE SERVED BY PUBLIC WATER AND SEWER. DL7 S 30°0745'E 8.70' C7 365.50' 213.61' 210.68' s N 63'11'47'E 33'29'05" WATERSHED. 3. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH DL8 S 75'39'11'E 24.3T C8 12.50' 19.84' 17.82' S 34°28'40'W 90'5511" AGRICULTURAL-FORESTAL DISTRICT SECTION 4.2 OF THE ZONING ORDINANCE. DL9 N 18'35'46"W 23.61' C9 469.50' 156.35' 155.63' _ S 20°3120"E 19'0449" 4. THE DEVELOPER RESERVES THE RIGHT TO CREATE,REVISE, LINE BEARING DISTANCE C10 12.50' 19.63' ' 1768' N 14°66'16'E 90'00'00 THIS SITE DOES NOT LIE WITHIN AN AGRICULTURAL DISTRICT. RELOCATE OR VACATED ANY EASEMENT AS NECESSARY,SO SL1 S 30'03'45"E 12.00' C11 12.50' 19.63' 17.68' S 75°03'45"E 90°00'00" LONG AS THE PROPER AUTHORITY AGREES.REGARDLESS OF THE SL2 N 29'56'08"W 12.00' C12 12.50' 19.63' 17.68' N 75°03'45"W 90'0000" FLOOD HAZARD OVERLAY DISTRICT SALE OF ANY LOT. SL3 N 30'03'46'W 27.02' C13 12.50' 19.5T 17.63' N 15°0573"E 89'41'43" TAX MAP 055E0-01-00-000A1 LIES WITHIN THE FLOOD HAZARD OVERLAY 5. THIS PORTION OF THE SUBJECT PROPERTY APPEARS TO UE IN SL4 N 30'03'45"W 27.02' C14 12.50' 19.94' 17.89 N 07°1T59'E 91'2323' DISTRICT AS DESIGNATED BY ALBEMARLE COUNTY. FLOOD INSURANCE RATE MAP ZONE X(UNSHADED)(AREA SL10 S 48'2T117'W 2.76' C15 238.00' 28.84' 28.82' N 58'27'57'E 6°56'35' DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE--II SL11 N 43'3750"W 2 21' C16 238.00' 58.00' 57.85' N 66°55'07"E 4 13'5744' __ FLOODPLAIN)AS SHOWN ON COMMUNITY PANEL NUMBE�510006 ZONING 0237 D WITH AN EFFECTIVE DATE OF FEBRUARY 4,2005. SLI2 N 30'03'45"W 27.02' 017 238.00' 19.06' 19.08' _ S 62°14 04"W 4°3539' LINE BEARING DISTANCE C18 238.00' 38.91' 38.8T S 69°12'57"W 9°22'05" NMD(NEIGHBORHOOD MODEL DEVELOPMENT).IN ACCORDANCE WITH 8. THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TLE WWL1 S '40"E 39.00' C19 12.50' 17.98' 16.4T S 64°53'50"E 82°24'22" THE PROFFERS OF ZMA-04-024 APPROVED ON SEPTEMBER 14,2005. REPORT. WL2 N 30°03'45"W 22.50' C20 12.50' 17.84' 16.3T S 87°14'55'E 81'4716' THIS PROPERTY LIES IN AN ENTRANCE CORRIDOR OVERLAY DISTRICT. 7. UTILITIES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON WL3 N 30°03'41"W 18.50' C21 262.00' 36.95' 36.92' N 55°53'51"E 8°04'48" MAY EXIST. VWL4 S 30°03'47'E 22.50' C22 262.00' 59 76' 59.63' N 66°28'18"E 13°O4'OS' SETBACKS: 8. UNLESS OTHERWISE NOTED,IRON RODS WILL BE SET AT ALL NEW W L4 N��47 W 22.50' C22 262.00' 59.76' 59.63' S 66'86Y W 6°3514" ON OCTOBER 7,2015,THE BOARD OF SUPERVISORS APPROVED A PROPERTY CORNERS. - WWL6 N 30'03'41'W 16.50' C24 262.00' 30.12' 30.67 S 63°13'67'W 6°35'14" SPECIAL EXCEPTION TO AUTHORIZE A VARIATION FROM THE CODE OF 9. THE PRIVATE STREETS IN THIS SUBDIVISION MAY NOT MEET THE AILS N 30'03'40-WW 22.50' C2462.12.50' 19.64' 29.61' N 27°16'4"E 8'28'52' DEVELOPMENT TO REDUCE SETBACKS IN BLOCK 27,SUBJECT TO THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM FOLLOWING CONDITIONS: OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE MU N 30°03'47"W 22.50' C26 304.50' 177.96' 175.43' N 63°11'42"E 33'29'05' 1. LOTS 10-25 SHALL HAVE FIVE FOOT FRONT,0 FOOT SIDE AND FIVE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF WL9 N 30.03'40.W 16.50' i C27 304.50' 40.96' 40.93' S 50°1872'W 7'4226" FOOT REAR SETBACKS. ALBEMARLE WL10 S 30'03'45"E 22.50' C28 304.50' 42.52' 42.49' S 58°0937"W 8'00'04" 2. LOTS 1-9 SHALL HAVE ENE FOOT FRONT,SIDE AND REAR 10. OPEN SPACE AND PRIVATE STREETS OR ALLEYS SHALL BE OWNED WL11 N 30°03'40"W 18.50' C29 304.50' 45 65' 45.61' S 66'2T2T W 8'3526" SETBACKS. AND MAINTAINED BY THE OLD TRAIL COMMUNITY ASSOCIATION. WL12 S 30°03'45"E 22.50' C30 304.50' 48.82' 48.77' S 75'20'40"W 91110' 11. OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER, WL13 N 30°03'40"W 16.60' C31 12.50 19.47' 17.56' S 55°26'58"E 89°13'34" LOT SIZE: SANITARY AND STORM SEWER WHERE APPLICABLE,BUT NOT TO WL14 S 59'56'16'W 1.70' C32 530.50' 178.01' 177.18' S 20°26'58"E 19°13'34" ON OCTOBER 7,2015,THE BOARD OF SUPERVISORS APPROVED A SPECIAL THE EXCLUSION OF OTHER USES. THE DEVELOPER RESERVES WL16 S 59°56'13"W 16.64' C33 530.50' 71.01' 70 96' S 14°4016"E 7°40'09" EXCEPTION TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT THE RIGHT TO CREATE,REVISE OR VACATE EASEMENTS WITHIN WL16 S 59°56'15'W 32.86' C34 530.50' 48.04' 48.02' S 21°06'00"E 5°11'18" TO PERMIT LOT SIZES BELOW 4,000 SQUARE FEET IN BLOCK 27,SUBJECT TO THE OPEN SPACE. WL17 N 30°03'45"W 12.02' C36 530.50 _ 58.9T 58.94' S 26°52'42"E 6°22'07" THE FOLLOWING CONDITION: 12. ALL PROPOSED DRAINAGE AND/OR STORMWATER MANAGEMENT WL18 N 30°03'45"W 12.02' 1. NO LOT SIZE FOR A SINGLE-FAMILY DWELLING SHALL BE BELOW 1,500 EASEMENTS SHOWN HEREON THAT DEPART THE RIGHT-OF-WAYS WL19 S 30'03'45"E 15.00' AREA SUMMARIES SQUARE FEET. ARE HEREBY DEDICATED TO PRIVATE USE. WL20 N 79°56'15'E 15.00' 13.� THE DEVELOPER RESERVES A 10'DRAINAGE AND/OR UTILITY VWL21 S 10'03'45'E 20.00' EASEMENT ALONG ALL LOT ONES. WL22 N 79'56'15"E 7.83' BLOCK 27 SHEET INDEX 14. OWNER RESERVES ALL PRIVATE DRAINAGE EASEMENTS SHOWN WL23 S 10'04'08"E 10.72' AREA IN LOTS 1.714 ACRES E�yTH op p SHEET 1-COVER SHEET AND TABLES HEREON FOR DEDICATION TO THE OLD TRAIL COMMUNITY WL24 S 79°55'52"W 12.56' e ASSOCIATION. AREA IN OPEN SPACE 1770. ACRES O'Z' .c SHEET 2-SUBDIVISION PLAT WL25 N 30'03'45"W 12.81' AREA IN PUBLIC HOW 0 ACRES ada ) / �y SHEET 3-4-EXISTING,VACATED AND MODIFIED ACSA EASEMENT PLAT 15. THE WATER,SANITARY AND STORM SEWER(PRIVATE AND PUBLIC) AREA IN PRIVATEBLICROW 0.024425 ACRES . ,SHEET 5-6-EXISTING,VACATED AND MODIFIED STORM EASEMENT PLAT EASEMENTS SHOWN HEREON ARE TOBE CENTERED ON THE AS-BUILT LOCATIONS OF THE UTILITY LINES AND TOTAL BLOCK 27 3.160 ACRES Dn APPURTENANCES. Lk.No.2276 NEW TAX MAP 055E0-01-00-000A1 ' 67/3 ORIGINAL AREA(GIS) 238.810 ACRES � e-/4kt 5U0°6'. BLOCK 27 AND ROW -3.160 ACRES SUBDIVISION PLAT NEW AREA 235.850ACRES REVISED: SEPTEMBER 29,2015 SHEET OLD TRAIL VILLAGE DECEMBER 8,2015 SCALE:N/A FILE:8053 1 OF 6 BLOCK 27 ROUDABUSH,GALE&ASSOCIATES,INC. WHITE HALL MAGISTERIAL DISTRICT COVER SHEET EPH31 ERB,Bt/RVE ORS AArn I.MVD Pf ANNERS ALBEMARLE COUNTY,VIRGINIA A P�OPF••10 NAL QOIrPO/rA TION •IIrVINO VINOfNIA WINO• f••• AND TABLES •14YONT296-FA 434. .LE'. I&umus `` '� o„olf,swnazoc-FfFE D -avaL-9ML I OS SU421202 Sar PREPARED:D.JC47DAN Q:1RGA\TMPROJIOLD TRAIL-8053\BLOCK 2TPLA11BIocJ 27-PLAT.dwg,12/8/2015 2:58:17 PM • .r. E11422l661.20 0 30 60 90 ��yt8 0r �f I s 10 034 = - �It-- N�C'� V ci I F B7.QO' 8.3 gSTq 3 . David A Jordan Lk./No.2970 �' Q PORTION OF TMP 055E0-01 00-0OOAt Z� C�Oy�T Ili-/8/J O� 1 w p - MARCH MOUNTAIN y sua PORTION OF 4 C PROPERTIES,LLC TMP 055E0-01.00.000A1 DB 4556 PG 173-179 MARCH MOUNTAIN cb C9 DB 2233 PG 389 PROPERTIES,LLC 2 y, c DB 2035 PG 726-736(PLAT) s 30°03'45"E 194.04' DB 4556 PG 173-179 y 4' 6 DB2233PG389 DB 2035 PG 726-736(PLAT) s o N:3909162.53 ^ 2 E:11421813.53 m , / A=2.32' ORION LANE 3 E. 0, _� 22,88616 SOFTTLOR 0.5 5 AC 0. c32J HEREBY DEDICATED TO PUBLIC USE YC '3 03 „I ' `� (TOTAL _033 CO03 W Lo of / \t!I•,scal S 30'0345 E 206. (TOTAL) / 5,416 SOFT / 13 3'305%7 - C35. - - .1Z.9 3• �7.07 „ -5Z.5t - 0,,,.., 48.93' r,a 32 61' �2 5>Z 17 S'SBL �� 25 0.124 AC / 1,506 SOFT OR 0.035 AC { 1,510 SOFT OR 0.035 AC f' -SDE co 9 VAR to ro' 4,238 SOFT kq N 30°03'45'W 70.00' U ri,S SBL(TYP) N 30'03'45'W 70.11' U 0.097 AC 16 a 24 ,. - -N 300335 W iO4?38 _ E`� rs i 1.540 SOFT G $f 1.542 SQFT 5'SBL - - - - U O v - _ J 0.035 AC OO w o `c� 0.035 AC w (1YP) ��ON wt¢ PT30'03'45"W-?;6. __-0 N 30°03'S W 70.00' p Q N 30.03'46'W 70.11' 23 O '; 4,839 SOFT I n s'SBL(TYP) 1,540 SOFT 66 z 1.542 SOFT j <<S o 0.111 AC rt p GI I N 0.035 AC N W a, 0.035 AC C O o O I k a j , 15'SBL(TYP) 8 5'sal.(TYP) p l N 30'03'4S W 70.00' I p II-N• o1 N 30°03'45'W 70.11' I I- 6,067 SOFT 35 6o E. , '-W30'03'4599 war-- - i El PC_ a 0.11¢AC 14 ` 22 L A,aJ 7 Ii 0 N n r r H 2.415 SOFT F F y 2.405 SOFT :1- _, Jaya ` A=5.63' J C t 0.055 AC 0 E 0 1 4, 0.065 AC Pt t O co^w 141 3 k o o - - Ft 30'03.75'4V-9T3V- P - - 0 N j / 4,597 SOFT �! t O r p L N 30'03'45"WWW 70.W 1--- L N 30'03'46"W 70.11' �,. w w 0.108AC - - - - � T - - - E I w w w 'm w w 1 Z � a -R 30°63'4S'W T07.09- - - c c 7 h as< n 2.411 SOFT ' ;12 4 z aos SQFT �' m a �W w 5,017 SQFT , .Y1jce z ^ I 0.055 AC I 0.055 AC $ g a Ir fo n 0.115AC � ZS� m LI m _ '1 n _SDE a I z a� z0 N 30'03'45"W 70.00' ) pz zm N 30°0345"W 70.11' I iy Q o m �'1111--�� VAR °a o I 0 I 12 I. f 20 L o z 2 0 a - - 1,540 SOFT o 1.542 SOFT 8 1 6A73 SOFT Z z A30'03'45'W 9T.3f - A=11A0' 11� 0•126AC C, E 0.035 AC E_5'SBL 0.035 AC 111 J- N 30°03'45"W 70.00' - I.y N 30'03'45'W 70.11' m 5 SBL I 1 I 11 1-0 5 SBL I 19 1,540 SOFT b 1,542 SOFT E Z `� - N35'03 15`W2' 6 l 0.035 AC 0.035 AC n -a ;p _ _ _ - - -14s I 5,842 SOFT I N 30°03'4s W 70.00' �p N 30'03'45'W 70.11' 0.134 AC -4 N 1 10 ,o 18 Z m ^' -J 2.004 SQFT 1.965 SOFT 5'SBL P », o r 5,190 SOFT u ' ;r, iiiGGGL .73' A=13.75' �'7� - 'o a = u: 0.119 AC „ C 4 - �4.3� 0.045 AC 37.02' 5730'-T1E 49.00' 4511- y m p co 'pty� '4' C5 - 03 3 0.03'46"W 233.07(TOTAL G $ A=9.65' y ? (TOTAL) N 40'28'1 S W } �jr' -0 ') BELGROVE STREET SDE N Q O 8 lP N°Z/� 16' IcOS P PG 1 RAN VAR M DB 4556 PG 173 179 in N:3909016.91 B E:11421586.89 Co 0 1 as O N:3909393 63 S -1 q E111421331.45 1 -0"8 c PORTION OF TMP 055E0-01-00-000A1 1 _ -- \ r \ MARCH MOUNTAIN `�'n O �= ,I \ rw-3 11 PROPERTIES.LLC � 1 ,/ o> DB4556 PG 173-179 DB 2233 PG 389 1 0 m -- i 7A 8A 9A z a o JI7¢A)1� DB 2035 PG 726 736(PLAT) 11 C� ;�/� EA 11 I BLOCK 28 N >> SUBDIVISION PLAT REVISED: SEPTEMBER 29,2015 SHEET EASEMENT DETAIL DECEMBER 8,2015 SCALE'REVISED: 8053 2 OF 6 SEE SHEET 1 FOR INDICATES SDE OLD TRAIL �(VILLAGE CURVES AND IJNE ROUDABUSH,GALE&ASSOCIATES,INC. TYPE OF VAR INDICATESEASEMENT LEGEND BLOCK DICATES 2 7 NEW EASEMENTS TABLES ENGMIEERS,SURVEYORS AND LAND PLANNERS EASEMENT WIDTH OF SDE VAR=NEW VARIABLE WIDTH SIGHT DISTANCE EASEMENT WHITE HALL MAGISTERIAL DISTRICT 0 :env,ou Vi•SH,w*,IO ,ION �� (SEE LEGEND EASEMENT SHEET 4) ALBEMARLE C UNTY,VIRGINIA SUBDIVISION PLAT °" '""L°ROAD-° Of� WOR M MON I. PREPARED:D JORDAN q - AgNEmos-�z�sas4sa�o Q:IRGAITMPROJIOLD TRAIL-8053\BLOCK 27lPLAT181ock 27-PLAT.dwg,12/9/2015 7:52:43 AM EASEMENT LEGEND � I NEW EASEMENTS / BL=BASELINE V 4r1\ PLE 0 NEW 10 PRIVATE SANITARY CL=CENTERLINE !I S8 of LATERAL EASEMENT(LOT 9) ry(r {46�yA� 0 30 6G 90' r ; _rh o =-=_— �CJa� PLE 20=NEW 20'PRIVATE LATERAL EASEMENT(LOTS 7 AND 8) Y keyzi\ 3/ / B3 S PWE 10=NEW 10 PRIVATE (Tj3 c°� ✓/ > `sO Tq� WATERLINE EASEMENT(LOTS 7 AND 8) I ) EJ A`S.58,Jrkp David A. don ' -0H F�RJ SSE VARNNEWEW 'A ACSA ABSANI ARY SEWER EASEMENT II '\- LW.No.2976 O ACSA PORTION OF TMP 055E0-01.00-000AI SANITARY EASEMENT 1 � I 2.103. Ty WE 10=NEW 10'ACSA WATER METER EASEMENT . r %., ' �° sunvcvo MARCH MOUNTAIN WE VAR=NEW VARIABLE WIDTH ACSA PORTION OF /y r) PROPERTIES,LLC WATERLINE EASEMENT TMP 055E0-01-00-000A1 r DB 4556 PG 173-179 DB 2233 PG 389 MARCH MOUNTAIN 'I I j!' • DB 2035 PG 726-736(PLAT) EXISTING EASEMENTS PROPERTIES,PG173-179 LLC I SSEI-X 20=200 B45SA56 PSANITAR 9 SEWER EASEMENT DB 455E 3 8 DB 2233 PG 389 I J 11 W SSE-X 20=DB 2886 PG 134 155(PLAT)0'ACSA SANITARY SEWER�SEMENT DB 2035 PG 726-736(PLAT) .' r, 2 W J ,�', ,rt j 1 F% VACATED EASEMENTS If U.1i> > 'r;' PORTION OF 20'ACSA 'cg �'' / 1 y ORLON LANE I `I% "� SANITARY SEWER EASEMENT -` yr \i//‘///,,41 ' 6 I`PUBLIC RNV OB 266E PG 134-155(PLAT) 1EIWL191 E100AV T i,iii, ' (TIE 21.E' 2.50' g41•'1 : _ �I L 1,, v / WE S -��---���� '��• 5 Ida—�... I CL • wE S22°2548' / 20 VAR / v I V � f ' 9 13 WL25 _ PWE 17 20 25 . E s1.55(7IE) sli IJ �11 o • CL f !•�1l sl 4 16 II WE 24 • I 1IrII' 1 I NE 3 4W1J2 10 I' 17 J • jo I W \i/j//,`k4 gW 15 Pi 8� �!✓ Q NWE i SSE c d 1 0.a !1 •WL 10 VAR w I 'y PLE W CL WE/ m� I[� 2,2 1>>r/" ) ' 1 I 20\ a 14 20 el -iWE �¢ 22 IX o PII�J ,tw 171 tly�ryf of SL12 �[ 1 O D 10 ""1 b� of 3 Ntl J(1N ,c�wN • j V `lI 1 o w ,� .. WL7 pWLl AWE W n m ti 1I ,f I I> CL n� 13 /• 10 21 >CI;\ m a ° `: N59'S6'15'E N � r CL �� "' I r 1 fW T 20E �_ 208.11'(TOTAL) .J N N WE =a il; f f > Ace,WL5V WL4 10 Q`°m v°°i tX CL U) • JI 1 e a g t z 12 N O r— CL 2p WE 1 �!j 2 N b, 10 WL31 7 10 1 E, . \ yyIjrn w _— 11 19 I. fI w S m m in may, 6 CL 2 r�i M ! SSE1-X PVVE . 1 CL • t'e y'.y. ` t /VAR 10 \� 10 WE\�1 50' 22. ... WL1 m 1 r 1 ... _ - _ L..� ITOTAL) 18 L42 ?3IE) Bali �94 • t //`\\ 1 - =12. 2' 1OO' ®� ' a co \cp \/! I ! k A\ �� 1 X BELGROVESTREET g- , t 1' �f VPR 55'PUBLIC R/W , I �+ (I rn DB 455E PG 173-179 17)ol N C1 f f CL rti T. ,� PORTION OF TMP 055E0-01-00-000A1, rn T.',C -�� -- MARCH MOUNTAIN ` %1 `t'0 O �—\ ---N\ 3 I. 11 \, PROPERTIES,LLC 1 � 7A 8A 8A Z 2 Q I DB 4556 PG 173 179 t o m BA f 4)ys DB 2233 PG 389 1 BLOCK 28 :-,•;& t>`I DB 2035 PG 726-736(PLAT) \ , 5A SEPTEMBER 29,2015 SHEET SUBDIVISION PLAT REVISED:R8 2015 SCALE:1"=31r EASEMENT DETAIL DECEMBER 8, FILE:8053 3 OF 6 INDICATESaSSE _ OLD TRAIL VILLAGE EXISTING, VACATED AND RounABusx,GA &ASSOCIATES,nvc. TYPE OF 20 INDICATES I SEE SHEET 1 FOR I BLOCK 27 Fo�ME E WIDTH OF CURVES AND LINE E/VOMlEERS,SURVEYORS AND LAND PLANNERS (SEE LEGEND EASEMENT TABLES WHITE HALL MAGISTERIAL DISTRICT MODIFIED ACSA ® PIOVINO I0NALROIN A IN*. 1• • n SHEET 4) - •ewwee vlwelRu CORPORATION rye• /1 \ ALBEMARLE CCIUNTY,VIRGINIA EASEMENT PLAT i P„o,E1awnmmLOWAD-s�ao.ew�rsvIRnouo + ,\ PREPARED:D.JORDAN Q:1RGA\TMPROJ\OLD TRAIL-8053\BLOCK 271PLAT\BIock 27-PLAT.dwg,12/9/2015 7:38:46 AM , _____ ___ _ _ _ .. r _____ Iiii 1 1 • I . . 1 T---__________ it---- �—`_ / \ / /1R / , jj• \ / 1�` `�(C1 rjr ,\ \\ �� j I j f 7k\ �'� max. - 11 VAR - / / jJ 1, ��L-----___ __ --- _ 1J i F • ' ./.\ . ` l 4/11 �f%fl vfjlj \ . 1. 1 PORTION OF TMP 055E0-01-00-000A1 I I {f PORTION OF IMP 055E0-01-00-000A1 I MARCH MOUNTAIN CL \//)// MARCH MOUNTAIN PROPERTIES,LLC 520E N j jf�t PROPERTIES,RB 3 LLC i 33 PG 389 DB 203D5PG 72673o(PLAT) I l f 1 f 89 DB 2035 PG 726-736(PLAT) I ' <Pi` jfnttiarl1 � \ >rs�' rjt� 1 \ •J�f Jr) \ ):, , 'yS6 OP P, jjr•`/ �or� $c WE )' \ + 'i { p VAR / A�" (776. `7i'Vt?' '•IOre74, j`� �` 3 S' 0 Lk.N.( "Jo Nan T � % �F F c�7ca ,/ f A�9 ORnr \ J 1'6,% 14/ elG,L• I A i CLI O• 0 30 60 90 ♦ S co \ jf r O�4. EASEMENT LEGEND \tr0, f j T C9 `� B 8°RoN ENE W NEW EASEMENTS 1� j' C R'w U= BL=BASELINE /,f jf\ I- SS= 0= EWINE • \ \ / �• w SSE 20=NEW 20'ACSA SANITARY SEWER EASEMENT \\\ lI \ (j j `o SSE VAR=NEW VARIABLE WIDTH ACSA SANITARY EASEMENT j,7 WE VAR=NEW VARIABLE WIDTH ACSA WATERLINE EASEMENT ' 8 �,fllf'1q EXISTING EASEMENTS • ` I Z �71 r J J j AE-X 20=20'ACCESS AND UTILITY EASEMENT(OLD TRAIL HOA) \ BL / t //1 >,+ DB 2886 PG 134-155(PLAT) t '( 71 5 PDE-X 20=20'PRIVATE STORM DRAINAGE EASEMENT(OLD TRAIL HOA) SSE 1r�J+r ' DB 2886 PG 134 155(PLAT) • VAR " r'j r o` SLE-X VAR=VARIABLE WIDTH SLOPE EASEMENT ® r• 9 DB 4556 PG 134-155(PLAT) II , 'jf,'1 SSE-X 20=20 ACSA SANITARY SEWER EASEMENT I I DB 2886 PG 134-155(PLAT) \ r j � �:'J j/r1 a VACATED EASEMENTS tq( \ I 8 IL - / PORTION OF 20'ACSA SANITARY SEWER EASEMENT I %! �!'r ,/1 1 :I DB 2886 PG 134-155(PLAT) I 1 rn �'! ,I ji REVISED: SEPTEMBER 29,2015 SHEET SUBDIVISION PLAT a ��5 DECEMBER 8,2015 SCA FILE:8053 4 OF 6 OLD TRAIL VILLAGE EXISTING, VACATED AND Rp�pgUSR,GALE&ASSOCIATES,INC. BLOCK 27 MODIFIED ACSA ENGINEERS.7 SURVEYORS AND LAND PLANNERS �V w ::Va rlrV'ire L Ol:::::AT/OM WHITE HALL MAGISTERIAL DISTRICT .ep,,Na Vlaal Nlw •,wa■ +... ALBEMARLE COUNTY,VIRGINIA EASEMENT PLAT °" "°"'°-06""�'�"` OOPOUDDISJO p,pNE♦9W77Ol90•FA1I48a0D6E7f0-B1Y1L lIaROtAAIlkIL00y , PREPARED:D.JORDAN _ -- ----- -- n.,onn,-moan I\nl n TRAIL-R053\BLOCK 27\PLAT1BIock 27•PLAT dwg,12/8/2015 2.59:42 PM / -- / 1 / N / 44.,OE Op `f / 0 30 60 90 i / 10 / y/� _ } TO 3S/AO lFq / �L/ David dan F G � CL / ? // He.No.2Y)6/ F "N N 1 TOE / � ) 2/Sit a PORTION OF TMP 055E0-01-00-000AI ORr I 20 / 4NO suiivty° MARCH MOUNTAIN N PORTION OF / / PROPERTIES,LLC TMP 055E0-01-00-0OOA1 / D8 4556 PG 173-179 r MARCH MOUNTAIN / / DB 2233 PG 389 pie` / / + / PROPERTIES,LLC / / DB 2035 PG 726.736(PLAT)--• PLAT) • �[ �— DB 4556 PG 173-179 'STE DB 2233 PG 389 / // Z�, mE) VAR DB 2035 PG 726-736(PLAT) / / / c. = / / A=13.48 co LIJ / / Z 0 ORION LANE / / 61'PUBLIC R/W PDE/ '� PDE N � A=11.91' 7.14' 12.5 _/ L VAR N 29°5034•W 204.15' OL9 a STE (TIE 32.61' 1 PDE \ 'Cr> ‘2,1 ii•_'; 20 17CIL DLL 25 \1 PDE \., IXCL 9 20 . • PDE PDE EASEMENT LEGEND 20 22 16 24 NEW EASEMENTS CL=CENTERLINE • PDE 12.5=NEW 12.5'PRIVATE STORM DRAINAGE EASEMENT 111> 4 15 23 (OLD TRAIL HOA) > PDE 20=NEW 20'PRIVATE STORM DRAINAGE . . • EASEMENT 0 8 • (OLD TRAIL HOA) W m PDE 22=NEW 22'PRIVATE STORM DRAINAGE j 0 14 22 EASEMENT LA_J a. SI (OLD TRAIL HOA) 0^ w PDE VAR=NEW VARIABLE WIDTH (7 . PRIVATE STORM 3 3 • Q wco DRAINAGE EASEMENT WL. W O W z a, (OLD TRAIL HOA) ) N U E- w �_ STE VAR=NEW VARIABLE WIDTH I d 13 I j j ¢j t9 PUBLIC STORM p II V) 2 21 cr m a DRAINAGE EASEMENT M L co 7 2 Z D. Rm TDE 20=NEW 20'TEMPORARY 2 C La.0 . W N ¢ O m PRIVATE DRAINAGE EASEMENT 0 L 0 m (TO BE VACATED AT A LATER DATE) t,-ty..n 2 ��i 12 20 _-.rn-3 3. A 4. . = " ...1 _.s;SccaA=�-XAer_.5 cce : pet1 Gece See ee. 22 1GA5 .5 5tl .5 11 19 5 ,^_ 45.5AA 5, AG 1 A y2.- ppel c a c.9.c c e a-,---'— ccee` 6 Slices�---- 2.4,u 6, • r ^c .se d -c e e l 10 18 eenr. • 6AA � 1 / / EXISTING EASEMENTS • 'u "'5` - y . -- - / • PDE-X 22=22'PRIVATE STORM DRAINAGE EASEMENT A.A Vic\ _ (OLD TRAIL HOA) A L 5A DB 4556 PG 173-179(PLAT) ` AAA\ BELGROVE STREET VACATED EASEMENTS ' e '" 3 DB 4556 PG 17R AN N 31179 22'PRIVATE STORM DRAINAGE EASEMENT 11 rtl-4 ``� " -7 DB 4556 PG 173-179(PLAT) m o O l Z , 04 C G PORTION OF TMP 055E0-01-00-000A1 \ �� __ -. MARCH MOUNTAIN n F •' \ 1 a 3 i 11 ----N\ PROPERTIES,LLC I In 2 EE LL DB 4556 PG 173-179 '8 1^ i 7A BA 9A A-4 f DB 2233 PG 389 r -- , BLOCK 28 'v V C 4�1S DB 2035 PG 726 736(PLAT) \ a /� r,/, I I a c"a SUBDIVISION PLAT REVISED: SEPTEMBER 29,2015 SHEET DECEMBER 8,2015 SCALE.1"-30 OLD TRAIL VILLAGE EASEMENT DETAIL FILE 8053 5 OF 6 EXISTING, VACATED AND MODIFIED INDICATES TYPE SEESHEETIFOR U� BLOCK 27 20 CURVES AND LINE ROUDABUSH,GALE&ASSOCIATES,INC. STORM DRAIN EASEMENT PLAT TYPE OF INDICATES TABLES ENGINEERS.SURVEYORS AND LAND PuwNERs WHITE HALL MAGISTERIAL DISTRICT EASEMENT W DTH OF E• A PROFESSIONAL CORPORATION (SEE LEGEND EASEMENT �• SERVING VIRGINIA •IRO! IS•• ALBEMARLE COUNTY,VIRGINIA SHEET 4) L�� 's PREPARED:D.JORDAN OM Q:IRGAITMPROJIOLD TRAIL-80531BLOCK 271PIAT\Block 27-PLAT.dwg,12/8/2015 3:00:01 PM Fr I 1 '. ! PORTION OF TMP 055E0-01-00-000A1 • / —7 MARCH MOUNTAIN t / /----/ / PROPERTIES,LLC DB 2233 PG 389 . / DB 2035 PG 726-736(PLAT) / . / / / / / : \ I / / / / I // // b' tOP D / / 0{1 d. / / �2 1\ / / o t./R(,�N W / David •. Jordan / Uc N0.2978 \\ 30 fi �& / / 1-2/g/ R. / hp ,� 2gy�NFG �� $ / suavE�o Ga\ R/0 N. CL / 2 / • PORTION OF TMP 065E0-01-00-000A1 TDE / / 'IP.' X rtly .% -0 MARCH MOUNTAIN 20 / / \\ \ ‘ d1f PROPERTIES,LLC G \ DB 2233 PG 389 / DB 2035 PG 726-736(PLAT) / / 'el 11 0 30 60 90, / / Z0' no — I \ / / 0R1 \ � Mill / // 61'plp. krRiti, ?w / /\\ / 0 . / / (0 •t°(-4', --1°-\ r _/ (� p NE A=11.91 EASEMENT LEGEND I`\\\, N 29°50 34" 204.15' u+�'lI STEVAR CL NEW EASEMENTS Ot9 CL=CENTERLINE PDE D PDE PDE 20=NEW 20'PRIVATE STORM DRAINAGE EASEMENT(OLD TRAIL HOA) 5 i 20 PDE 22=MEW 22'PRIVATE STORM DRAINAGE EASEMENT(OLD TRAIL HOA) • PDE VAR=NEW VARIABLE WIDTH PRIVATE STORM DRAINAGE EASEMENT(OLD TRAIL HOA) SDE VAR=NEW VARIABLE WIDTH SIGHT DISTANCE EASEMENT \I II CL CL 9 STE VAR=NEW VARIABLE VNDTH PUBLIC STORM DRAINAGE EASEMENT 1 PDE PDE TDE 20=NEW 20'TEMPORARY PRIVATE DRAINAGE EASEMENT I' { 20 22 (TO BE VACATED AT A LATER DATE) , EXISTING EASEMENTS • PDE-X 22=22'PRIVATE STORM DRAINAGE EASEMENT(OLD TRAIL HOA) > 4 D8 4556 PG 173-179(PLAT) I I Cl g 1 VACATED EASEMENTS • C) 8 IN ,l i =22'PRIVATE STORM DRAINAGE FoSFMENT j ,', -� A A DB 4556 PG 173-179(PLAT) j 4. c 0 EASEMENT DETAIL O m UP W s 4 3 c 3 ow INDICATES 20. 0 So TYPE OF INDICATES i 1 Q EASEMENT WIDTH OF CC IN (SEE LEGEND EASEMENT I p L To: 7 SHEET4) 0:,'SEE SHEET 1 FOR CURVES AND LINE i TABLES JI 2 I '•� :,` v C'f• LA N &WV(64a GALA G: -a2S � AAAALAG 22 A :EGA A ` AA A l 6 f .+A A ...... — A L a '�1AAA AA A..--,'"----- % AAA\ �6'ii G n_n AA AA AA AA GGA p�y---- uAAA ll 1 —TC. A AAAAAAAAAGAA AA-4+— AAA1 is A A A A A A G A A A A A G G ,fv A A A\ 1 AA AAAAAAAA AA !-- A �. SUBDIVISION PLAT REVISED' SEPTEMBER 29,2015 SHEET Jpt`v DECEMBER 8,2015 SCALE:FILE„8053 6 OF 6 OLD TRAIL VILLAGE �4 EXISTING, VACATED AND MODIFIED BLOCK 27 ROUDABUSH,GALE&ASSOCIATES,INC. ENGINEERS,SURVEYORS AND LAND PLANNERS A ERVI.G VIROIN CORPORATION E STORM DRAIN EASEMENT PLAT WHITE HALL MAGISTERIAL DISTRICT SERVING VIR•1NIA PIECE lII• , F 414 MOMICBIA R35D.CHARWTTEIHILLF.VIRGIDM=OP / lit,\ PREPARED:D.JORDAN ALBEMARLE CC UNTY,VIRGINIA %IONE4344v742os^FAX434-260920-Ea 14FOGROUDABIAHCOM -J O:\RGA\TMPROJ\OLD TRAIL-8O51BLOCK 271PLAT1BIock 27-PLAT.dwg,12/8/2015 3:00:20 PM Albemarle County Portion of TMP#055E0-01-00-000AI PREPARED BY: Woods Rogers PLC CERTIFICATE OF PLAT AND SUPPLEMENTAL DECLARATION There is recorded herewith the attached plat consisting of six (6) sheets dated September 29. 2015, last revised December 8, 2015, made by Roudabush, Gale & Associates, Inc., concerning property owned by the undersigned entitled "Subdivision Plat Old Trail Village Block 27 White Hall Magisterial District Albemarle County, Virginia" being a portion of the same property conveyed to the undersigned by deed dated June 3, 2002, to March Mountain Properties, L.L.C., of record in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 2233, page 389. There is hereby imposed upon the property shown on the aforesaid plat the Declaration of Covenants and Restrictions of Old Trail dated December 10, 2004, of record in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 2887, page 336 and all subsequent amendments and modifications thereto. SIGNATURE PAGE IMMEDIATELY FOLLOWS 01877478-1! WITNESS the following signature and seal: MARCH MOUNTAIN PROPERTIES, L.L.C.. a Virginia limited liability company By: ,'• "J/' Name: P(o v l r) (2 , hr c,ks Title: Manager COMMONWEALTH OF, VIRGINIA CITY/COUNTY OF <- --ibe- ct_ e- to-wit, The foregoing instrurpent was acknowledged before me this day of December 2015, by 1 c.t 61 1 ne. -it 6 r b '>kS as Manager of March Mountain Properties, L.L.C., a Virginia limited liability company. \ C(-41:44e.i.„ 6-7 pNWFgGCC'����i� Notary Public 4Na REots1R My Commission Expires: I (-)/ 1,)0/ .MY COW.9( RES: _ r17 1a3112p1� Commission No.: S 3 OF � .•� /i/ pV?'\\\ (#1877478-1) 2 .LOOT LAND USE PERMIT LUP-IPP Land Use Permit Application—In Place Utility(New Street Acceptance) August 22,2014 APPLICATION is hereby made for an in-place permit for utilities installed on subdivision streets to be accepted into the secondary system of state highways and as described below. Said activity(s) has been done under and in accordance with the rules and regulations of the Commonwealth Transportation Board of Virginia, in so far as said rules are applicable thereto and any agreement between the parties herein before referred to. Applicant agrees to maintain work in an approved manner. Applicants to whom permits are issued shall at all times indemnify and save harmless the Commonwealth Transportation Board, members of the Board, the Commonwealth and all Commonwealth employees, agents, and offices, from responsibility, damage, or liability arising from the exercise of the privileges granted in such permit to the extent allowed by law. APPLICANT SHALL RECEIVE AN IN-PLACE PERMIT At NO COST application should accompany Subordination of Rights or Quitclaim Agreement,if such agreement is necessary TYPE OR PRINT CLEARLY Utility Company Name: Central Telephone Company of Virginia Tax ID No.: 47-0537145 Mailing Address: 417 West Main Street Contact Name: Elr City: Charlottesville State: VA Zip Code: 22903 E-mail Address: [r:c.A.3,r++cr — Telephone Number:(434) Fax Number:(434) 971-2694 SUBDIVISION NAME: • 1-- ( '1'FyJ- (.13(oc.1- i Plan Approval Date: Geographically located in County/Town/City of: Al c. C0U^4' Connecting to Highway Route No.: -. J Type of utility(electrical,cable TV,telephone,water,sewer,gas):-+c eL Telephone C'- I"^L. • Utility lines have been installed as shown on above-noted subdivision plan within the right-of-way of the following streets: STREET NAME FROM TO 1 O.=.o nn( a,r e A s L.I Fe.,..a1 (to—) 2 Ft.^nct Ke•� Or•o- 3 CO.� Q •4� ( ^G 1;c_i 6 S+rYG1 4 Ot,l..a.... Dr.v .. (gr10" LC..,..C. gc.1 cova S{,K.{ 5 Ott (ci 6 �oli V*t.� D�.vc g br.o. [ .. cl�rovc 51-act 7 J r _ 8 9 10 11 12 13 14 15 Signature of Applicant: G N`-- Title: OSP Date: 3 t ad t I --------------- - Z l-i-O-0 Oa 1 iL OZ . 111 t'kr,--, — iv r). g ) I lm... ...Ml.fttl y Yk I* 4,44 '''''' Nit, # .,. ,... 18 Mt Sin �V Mt+M d �_7g,d Ntrat L NA S 4:546, 441 101P ,.4. /rA, Z:•� •1L�c,77- 7- e r.\ •. , Ak .14*.... .A.4r-. S \ . . 4... , ' OM •a • '•a #4 . 1114r 9/ - n ''i I Li ••+ *S/ z z/ *, . 4)4%_ ili KIM #7" Z. $.,4-*.5•:i:''1'...7.; 4414\ 71 141 iiii(4•4":‘ 404,0 4 4" WON 411 . i .... ....... . ON�Ssorp • i /\ 9 ONLSSOii'J Q1f04 b 4\ ONISSOa0••• p04 \ \\ Commonwealth of Virginia LUP-IPP Department of Transportation d sl LAND USE PERMIT 93/2010r Opr In-Place Permit Application • APPLICATION is hereby made for an in-place permit for utilities installed on subdivision streets to be accepted into the secondary system of state highways and as described below. Said activity(les)has been done under and in accordance with the rules and regulations of the Commonwealth Transportation Board of Virginia,in so far as said rules are applicable thereto and any agreement between the parties herein before referred to. Applicant agrees to maintain work in an approved manner. Applicants to whom permits are issued shall at all times indemnify and save harmless the Commonwealth Transportation Board members of the Board, the Commonwealth and all Commonwealth employees, agents, and offices, from responsibility,damage,or liability arising from the exercise of the privileges granted in such permit to the extent allowed by law. In consideration of the issuance of a permit,the applicant agrees to waive for itself,successors in interest or assigns any entitlements it may otherwise have or have hereafter under the Uniform Relocation and Assistance Act of 1972 as amended in event the Department or its successor,chooses to exercise its acknowledged right to demand or cause the removal of any or all fixtures,personality of whatever kind or description that may hereafter be located, should this application be approved. APPLICANT SHALL RECEIVE A PERMIT AT NO COST Utility Company Name: Dominion Virginia Power Tax ID number: 54-0418825 Address: 1719 Hydraulic Road City:_Charlottesville State:_ VA Zip Code: _22901 Contact Name:_Fred R.Collier,Jr. E-mail Address: fred.collier(a;dom.com Phone Number:(_434_)_972-6727 Fax Number:(_434_)_972-6775 • Subdivision Name: Old Trail,Block 27 Plan Approval Date:_2/13/2017 Geographically located in County of:_Albemarle_Connecting to Highway Route Number 1815(Old Trail Drive) Type of utility(electrical,cable TV,telephone,water,sewer): Electrical Utility lines have been installed as shown on above-noted subdivision's plan within the right of'way of the following streets: STREET NAME FROM TO Golf View Drive Beigrove Street Orion Lane 3 4 6 7 8 9 — 10 H Applicant's Signature: �� itle:_Right of Way Agent III_Date:_2/27/2017_ n.w=..a1 ,.e,»D�•..v�w...�..n.r1 \)...„ W.,,,/•• r_•• •\N....\ 't; ,` \ '��iV i! II( •j. i(i. 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I I C rEy '`\ 1 ! \5 1 j ;-� �L 1 Q7 1{ E F 11i ' 4'y Ir C ju O 1 d I .� o 1'l I CI 1 l , ! a1 w /, I I E� j 1�— _ OLD TRAIL DRIV-— E - -- _ —' -__ _ ! .i E _ ._-AS-BUILT UTILITY PLAN - r- - ' ROUDABUSH.GALE&ASSOWThS.INC.i I OLD TRAIL VILLAGE $ t 8 /If III 1 EGINEERS.$L9VPVORB AND LAND PLANNERS 1 qS' Y-ttM �PRO/'EB VIR GAM CU•RPO RAr•�N I BLOCK 27 4 Say !!!!t d :gi3Li 1, Ncc c 21 AS-BUILT ACSA UTILITY PLAN . t •I.MoxnCEunww-cw6nrtEeMUF MBcwuawL t .,—...,ECOUMY.MM.. MQYE00.f1I-1=6-MI/70.49 6490-EM111 WF,30ROVMBUBM001,1 Virginia Department of Transportation " Road Inspection Report& Land Developement South-Charlottesville i • Punch List 701 VDOT Way , Charlottesville, Virginia 22911 434-531-2877 Date: January 12, 2017 Developer: March Mountain Properties, LLC. Subdivision: Old Trail Village Block 27 Address: 1005 Heathercroft Circle, Suite 100 County: Albemarle Crozet, Virginia 22932 Attendance: Dennis Seale; VDOT Bill Ledbetter RGA Phone: 434-977-0205 RGA Jeremy Fox RGA Cell: Dan Staples RGA Email: Fax General Notes ❑ Stabilize all reconstructed,repaired, and bare areas within the right-of-way with fertilizer, seed and mulch. ❑ Sweep the road of loose stones and debris prior to final inspection. --t7 N/A All post larger than 4"x 4"shall be drilled with a hole configuration equivalent to VDOT standard 602.3 N/A Mailboxes are to be 18"from the edge of pavement to the post. ❑ Mow alt areas within the right-of-way ❑ N/A Grade all shoulders and ditch lines to the approved plan cross section ❑ _ N/A Inlet and outlets of all culverts are to be graded and cleared of debris to provide positive drainage. All bent or damaged culverts to be repaired or replaced. ❑ NEED Permits and Quit claims of any companies with facilities in the right of way Contact the utility companies who will complete and submit forms to VDOT. Comas! 1-888-266-2278, ACSA 977-4511, Dominion Virginia Power 1-888-667-3000, Embarq 1-888-723-8010, Charlottesville Gas 970-3815, Rappahanock Electric 1-540-825-8373 E Complete 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 VDOTs maintenance program and ownership The video inspection shall be conducted in accordance with VDOTs video camera inspection procedure Q HAVE Two normal size copies of the recorded subdivision plat for this section. 0 HAVE Two copies of the recorded plat and as-Built plans 8.5 inches by 11 inches. 2 HAVE Two copies of As-Built Plan for this section. Note: 45 Day Inspection Street. Orion Lane AS-BUILTS and PLATS to be reviewed for easements, road centerline, grade to see if other problems are in need of adjustment. Will be reviewed and comments provided if there are adjustments to be made. These items will be updated on punch list and resent after review for correction if needed. AS-Builts are Required to show existing grades, planned grades and finished grades of roadway along with drainage items and easements 1) Backfill and Stabilize all areas seed and straw behind the sidewalk and curb and gutter. 2) Straigten all stop signs that are loose and leaning. Tops should be cut to have 16" above the top of post only. 3) Clean and Sweep the road and curb and gutter. Flush all DI throats. -. Curb and Gutter, Sidewalk will be re-inspected on areas of road where house construction is taking ace for damage. :reet: Golf View Drive AS-BUILTS and PLATS to be reviewed for easements, road centerline, grade to see if other problems are in need of adjustment. Will be reviewed and comments provided If there are adjustments to be made. These items will be updated on punch list and resent after review for correction if needed. 1) Backfill and Stabilize all areas seed and straw behind the sidewalk and curb and gutter. 2) Straigten all stop signs that are loose and leaning.Tops should be cut to have 16"above the top of post only. 3) Clean and Sweep the road and curb and gutter. Flush all DI throats. 4) Curb and Gutter, Sidewalk will be re-inspected on areas of road where house construction is taking place for damage. Street: Misc. Items ALL STREETS 1)All stop signs will need to be 30"with 16"above the top of stop sign for VDOT route markers to be placed and 7'from the bottom of stop sign to the ground for pedesrtian head clearence. 2)All speciality signs, plantings, irrigation equipment that is in the right of way will need to have a maintneance agreement with a permit to keep in place and will need to be completed after the road officially is in the state system. 3)Other problems that may exist or have occurred since thie review that is not on this 45 day punch list will be added. Metal Post for State Signs will have a 7 gauge base and 10 gauge post. Wood post 4x4 can be used as well. 4)County 911 Signs are to be located to the left of the intersection on there own post. .greet: Mandatory Testing Needed 1)All Subgrade Density Test and CBR Test HAVE 2)All Roller Patterns and Density Test for#21-A or B Stone. HAVE 3)All Roller Patterns and Density Test for Sm-9.5A.And BM-25.0 Have. 4)All Density test for Fills. HAVE 5)All Pipe Backfill test reports.HAVE 6)All CD and UD types and sizes will be required prior to final overlay to have a video camera inspection to check for problem GENERAL NOTES: All asphalt repairs will be milled and paved at the existing grade of planned roadway design Any se- ction not marked during this review does not relieve the developer of the responsibility of other places that have settled or intersections that have been overlayed above the designed grade of the remaining sections of roadway that have not been disturbed for open cuts and overlayed with out being milled and paved properly Developer will review and call if futher review of a section or spot in the field is needed from VDOT to be marked between the final inspection Notes: All test reports for Subgrade Test. Asphalt and Stone density and roller patterns and structure backfill test fill reports CHECK AND GRADE ALL AREAS AND MAKE SURE THEY WILL DRAIN PROPERLY STABILIZATION MATTING OR RIP RAP SHALL BE USED TO STABILIZE WHEN NEEDED ALL AREAS SHALL BE STABILIZED WITH GRASS GROWING BEFORE FINAL ACCEPTANCE All CBR reports for all roads with a asphalt design attached will need to be sent in as well prior to paving 'READ AND COMPLETE ALL GENERAL NOTES AS LISTED ABOVE EXCEPT FOR THE CHECKED OFF ITEMS. SINCE FROEHLING & ROBERTSON, INC. r8clz Engineering • Environmental • Geotechnical 6181 Rockfish Gap Turnpike Crozet,Virginia 22932-3330 I USA 1581 T 434.823.5154 I F 434.823.4764 California Bearing Ratio (AASHTO T 193) • Client: Old Trail Village Record#: 71U0066 Project: Old Trail Block 27 F&R Lab No.: 3179 Location: Orion Lane Test Date: 30-Sep-16 Unsoaked CBR Soaked CBR X Compaction method: VTM-1;Surcharge weight-10 lbs Sampling Depth: 0 to 1.5 feet Compactive effort: 5 Layers with 45 blows per layer 700 600 500 .y C. p 400 ° 300 ' - Ll I 200 100 0 0.000 0.100 0.200 0.300 0.400 0.500 Penetration(inches) CBR @ 0.1 in.penetration: 8.8 Proctor Max.Dry Density(pcf): 106.5 . Swell(%): 0.11% Proctor Opt.Moisture Content(%): 20.0 Dry Density Before Soak(pcf): 108.2 Liquid Limit: 43 Moisture Content Before Soak(%): 20.1% Plasticity Index: 20 Compaction Before Soak: 101.6% %Retained No.4 Sieve 1.9 Dry Density After Soak(pcf): 108.1 %Passing No.200 Sieve: 61.0 Moisture Content After Soak,Top in. (%): 21.6% Visual Description: Brown,sandy lean CLAY with trace Compaction After Soak: 101.5% gravel Resiliency Factor: 2.0 USCS Classification: CL AASHTO Classification: A-7-6{10} Tested By: RK Reviewed By: Froehling and Robertson, Inc. SINCE FROEHLING ROBERTSON, INC. Engineering • Environmental • Geotechnical r8clz6181 Rockfish Gap Turnpike Crozet,Virginia 22932-3330 I USA 1881 T 434.823.5154 I F 434.823.4764 California Bearing Ratio (AASHTO T 193) Client: Old Trail Village Record t: 71U0066 Project: Old Trail Block 27 F&R Lab No.: 3179 Location: Orion Lane Test Date: 30-Sep-16 Unsoaked CBR Soaked CBR X Compaction method: VTM-1;Surcharge weight-10 lbs Sampling Depth: 0 to 1.5 feet Compactive effort: 5 Layers with 45 blows per layer 700 600 500 VI C. 0 400 O• 300 W � � • 200 100 0 0.000 0.100 0.200 0.300 0.400 0.500 Penetration(inches) CBR @ 0.1 in.penetration: 8.8 Proctor Max.Dry Density(pcf): 106.5 Swell (%): 0.11% Proctor Opt. Moisture Content(%): 20.0 Dry Density Before Soak(pcf): 108.2 Liquid Limit: 43 Moisture Content Before Soak(%): 20.1% Plasticity Index: 20 Compaction Before Soak: 101.6% %Retained No.4 Sieve 1.9 Dry Density After Soak(pcf): 108.1 %Passing No.200 Sieve: 61.0 Moisture Content After Soak,Top in. (%): 21.6% Visual Description: Brown,sandy lean CLAY with trace Compaction After Soak: 101.5% gravel Resiliency Factor: 2.0 USCS Classification: CL AASHTO Classification: A-7-6(10} Tested By: RK Reviewed By: Froehling and Robertson, Inc. MOISTURE/DENSITY RELATIONSHIP For Curve No. 3179 III117 112 w 107 U Q r-. C a) V iT 0 102 0 97 92 15.5 17 18.5 20 21.5 23 24.5 Water content, % Test specification: VTM-1,Std. VTM correction Elev/ Classification Nat. %> % < Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 CL A-7-6 16.3 43 20 1.9 61.0 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 106.5 pcf Brown,sandy lean CLAY with trace gravel Optimum moisture=20.0% Project No. 71U0066 Client: Old Trail Village Remarks: Project: Old Trail Block 27 Date: 9/18/16 o gib Location: Orion Lane Sample Number: 3179 7 FROEHLING & ROBERTSON, INC. Figure SINCE FROEHLING & ROBERTSON, INC. r8lz Engineering • Environmental • Geotechnical • 6181 Rockfish Gap Turnpike Crozet,Virginia 22932-3330 I USA 1881 T 434.823.5154 I F 434.823.4764 California Bearing Ratio (AASHTO T 193) Client: Old Trail Village Record#: 71U0066 Project: Old Trail Block 27 F&R Lab No.: 3180 Location: Golf View Drive Test Date: 30-Sep-16 Unsoaked CBR Soaked CBR X Compaction method: VTM-1;Surcharge weight-10 lbs Sampling Depth: 0 to 1.5 feet Compactive effort: 5 Layers with 45 blows per layer 700 600 500 .N a. 0 400 300 { j 200 - • 100 0 0.000 0.100 0.200 0.300 0.400 0.500 Penetration(inches) CBR @ 0.1 in.penetration: 5.7 Proctor Max.Dry Density(pcf): 105.5 Swell(%): 0.17% Proctor Opt. Moisture Content(%): 21.4 Dry Density Before Soak(pcf): 106.1 Liquid Limit: 43 Moisture Content Before Soak(%): 21.4% Plasticity Index: 20 Compaction Before Soak: 100.5% %Retained No.4 Sieve 2.8 Dry Density After Soak(pcf): 105.9 %Passing No.200 Sieve: 65.8 Moisture Content After Soak,Top in. (%): 22.9% Visual Description: Brown,sandy lean CLAY with trace Compaction After Soak: 100.3% gravel Resiliency Factor: 2.0 USCS Classification: CL AASHTO Classification: A-7-6{12} Tested By: RK Reviewed By: Froehling and Robertson, Inc. f8,R 6-2-16 thru 6-13-16 6-2-16 thru 6-13-16 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71 00066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Title Description Fill Monitoring Activity 6-2-16-DFR Field Observation Form 6-2-1 6-DFR2 Fill Monitoring Activity 6-6-16-DFR Field Observation Form 6-7-16-DFR Field Observation Form 5-27-16-DFR Field Observation Form 6-1-16-DFR Field Observation Form 6-8-16-DFR Field Observation Form 6-9-16-DFR Field Observation Form 6-10-16-DFR Field Observation Form 6-13-16-DFR • Page 1 of 11 Fill Monitoring Activity 6-2-16-DFR f&� Report Date:66/2016 Crozet Office orient: Project 6181 Rockfish Gap Turnpike -- - - - - Crozet,VA22932 Old Trail Village 71 00066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Dme Croat,VA 22932 Date: 06/02/2016 Location: Building Pad Category: Soils/Earthwork Location Details: Block 27; Lots 10 thru 25 Coverage: Fill Monitoring Type: Observation Frequency: Periodic VVeather: Sunny Air Temp.(deg.F): 79 Personnel: Bailes,William F,Technician Description of Work Completed General Contractor: Earthwork A G Dillard Subcontractor: Work Description: Site Grading Operations Fill Monitoring Summary Placement Fill Moisture Fill Material Lift Compaction Vibration Density Location Condition Description Thickness Equipment Used? Tests Taken (inches) • Site subgrade Moist/Somewhat onsite borrow;sandy 5-8 Sheepsfoot No Yes Elev.(it)-3.0 to Dry SILT with gravels Roller Elev.(ft)-1 Observations&Comments: F&R observed the subgrade conditions of lots 14-17&22-25 after stripping of surficial stockpiled fill and topsoil. Subgrades were evaluated visually and by proofroll methods using a fully loaded pan. Subgrades were found to be firm and stable and ready for the placement of new fill. Fill materials were spread over lots 10 thru 25 and compacted with an 815 dozer. Fill placement procedures and compaction efforts were found to be satisfactory. Fill compaction was verified by both proofroll observations and NG testing. Determination: As Specified Discrepancy Recorded? No Page 2 of 11 p Field Observation Form 6-2-16-DFR2 fOAR Various Report Date:6/7/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail\Allege 71 00066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Crozet,VA 22932 Date: 06/02/2016 Location: Building Pad Category: Soils/Earthwork Location Details: Block 27; Lots 6-9 Coverage: Subgrade Observation Type: Observation Frequency: Periodic Weather: clear Air Temp.(deg.F): 75 F&R Personnel: Bailes,William F,Technician Description of Work Completed Work Completed: Site Grading Operations Observations: F&R observed a proofroll of the existing subgrades after the initially stripping by AG Dillard.Proofroll indicated unstable subgrade conditions within Lots 6&7.Pumping and rutting was observed;AG Dillard will perform an undercut and replace will controlled compacted fill.F&R will return when scheduled to evaluate the newly exposed subgrades after the scheduled undercut. • Page 3of11 Fill MonitoringActivity6-6-16-DFR f&� Report Date:6R/2016 Crozet Office Client: Project: 6181 Roddsh Gap Turnpike Crozet,VA22932 Old Trail Village 71110066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Crozet,VA 22932 Date: 06/06/2016 Location: Building Pad Category. Soils/Earthwork Location Details: Block 27;Lots 10 thru 25 Coverage: Fill Monitoring Type: Observation Frequency: Periodic Weather: Sunny Air Temp.(deg.F): 79 Personnel: Quirk,Brendan,Technician Description of Work Completed PLEASE NOTE:The tests and/or observations belowand those recorded at this project site on this date in other related F&R reports represent spot tests only at the locations noted.Fulltime visual observation of materials placed or of placement methods should not be inferred. General Contractor: Earthwork A G Dillard Subcontractor: Work Description: Site Grading Operations Fill Monitoring Summary Placement Fill Moisture Fill Material Lift Compaction Vibration Density Location Condition Description Thickness Equipment Used? Tests Taken (inches) Site subgrade Moist/Somewhat onsite borrow;sandy 5-8 Sheepsfoot No No Elev.(it)-1.0 to Dry SILT with gravels Roller Elev.(It)0 Observations&Comments: Fill materials were spread over lots 10 thru 25 and compacted with an 815 dozer.Fill placement procedures and compaction efforts were found to be satisfactory.Fill compaction was verified by proofroll observations.Pad subgrades were found to be firm and stable,as little to no pumping or rutting was observed. Determination: As Specified Discrepancy Recorded? No Page 4 of 11 ro Field Observation Form 6-7-16-DFR RVarious Report Date:6/7/2016 Crozet Office Client: Project: , 6181 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 27 Fax 434-8234764 Crozet,VA22932 Golf Drive Crozet,VA 22932 Date: 06/07/2016 Location: Building Pad Category: Soils/Earthwork Location Details: Block 27; Lots 6-9 Coverage: Subgrade Observation Type: Observation Frequency: Periodic Weather: clear Air Temp.(deg.F): 75 F&R Personnel: Quirk,Brendan,Technician Description of Work Completed Work Completed: Site Grading Operations Observations: F&R observed a proofroll of the existing subgrades after AG Dillard undercut the materials noted to be unstable during the inspection on 6/2/16.Proofroll indicated the newly exposed subgrade conditions within Lots 6 thru 9 are firm and stable. No pumping and rutting was observed.The undercut consisted of approximately 4 feet.F&R will return when scheduled observe the placement of backfill. Page 5 of 11 Field Observation Form 5-27-16-DFR f�R Various Report Date:6/7/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail\Allege 7100066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Crozet,VA22932 Date: 05/27/2016 Location: Site-Roadway Category. Soils/Earthwork Location Details: Orion Lane Coverage: Subgrade Observation Type: Observation Frequency. Periodic Weather: cloudy Air Temp.(deg.F): 80 F&R Personnel: Quirk, Brendan,Technician Description of Work Completed Work Completed: Subgrade Evaluation Observations: F&R observed the grading operations and evaluated the subgrade conditions within Orion Lane. Subgrades were evaluated visually and by proofroll methods using a fully loaded pan.Subgrades found to be firm and stable,as little to no pumping or rutting was observed. • Page 6 of 11 Field Observation Form 6-1-16-DFR f�R Various Report fie:6/7/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71 00066 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Driee Crozet,VA22932 Date: 06/01/2016 Location: Building Pad Category. Soils/Earthwork Location Details: Lots 10 thrul3 and 18 thru 21 Coverage: Subgrade Observation Type: Observation Frequency Periodic !Heather: clear Air Temp.(deg.F): 80 F&R Personnel: Quirk,Brendan, P.E. Description of Work Completed Work Completed: Earthwork Operations Observations: F&R was onsite as requested to verify the removal of pre-existing fill materials and any underlying topsoil materials within Lots 10 thrul3 and 18 thru 21.Upon arrival the residential lots had been undercut between approximately 3-4ft below finished subgrade levels.newly exposed subgrades were noted to be clear of any organic laden materials.F&R evaluated the condition of the newly exposed subgrades by observing a proofroll conducted with a loaded pan.Little to no pumping or rutting was observed,and subgrades were considered to be firm and stable.The above mentioned lots were considered ready for the placement of backfill materials. Page 7 of 11 Field Observation Form 6-8-16-DFR f�R Various Report Date:6/10/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozat,VA 22932 Old Trail Village 71 00066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Cromt,VA22932 Golf Dme Crozet,VA 22932 Date: 06/08/2016 Location: Building Pad Category: Soils/Earthwork Location Details: Block 27; Residential Lots 6-9 Coverage: Subgrade Observation Type: Observation Frequency: Periodic Weather: clear Air Temp.(deg.F): 75 F&R Personnel: Quirk,Brendan,Technician Description of Work Completed Work Completed: Site Grading Operations Observations: F&R was onsite to observe the placement of fill materials within Lots 6-9. Fill materials were dumped by loaded pans and spread/compacted with an 815 dozer. Compaction efforts and subgrade stability was verified by proofroll observations. Newly placed fill materials were found to be firm and stable,and exhibited adequate compaction as little to no pumping or rutting was observed. Fill placement procedures and compaction efforts were considered to be satisfactory. Fill materials were brought up to approximately 2ft below finished subgrade levels. • Page 8 of 11 Field Observation Form 6-9-16-DFR fOp AR Various Report Date:6/10/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71 00066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Croat,VA22932 Date: 06/09/2016 Location: Building Pad Category: Soils/Earthwork Location Details: Block 27;Residential Lots 6-9 Coverage: Subgrade Observation Type: Observation Frequency: Periodic Weather: clear Air Temp.(deg.F): 75 F&R Personnel: Quirk,Brendan,Technician Description of Work Completed Work Completed: Site Grading Operations Observations: F&R was onsite to observe the placement of fill materials within Lots 6-9. Fill materials were dumped by loaded pans and spread/compacted with an 815 dozer. Compaction efforts and subgrade stability was verified by proofroll observations. Newly placed fill materials were found to be firm and stable,and exhibited adequate compaction as little to no pumping or rutting was observed. Fill placement procedures and compaction efforts were considered to be satisfactory. Fill materials were brought up finished subgrade levels.Building pads are considered ready for the next phase of construction. Determination: As Specified Page 9 of 11 Field Observation Form 6-10-16-DFR f�R Various Report Date:6/10/2016 fwo OeEwi90„,w.C. Crozet Office Qlient: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71 00066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Crozet,VA 22932 Date: 06/10/2016 Location: Building Pad Category: Soils/Earthwork Location Details: Block 27; Residential Lots 1-5 Coverage: Subgrade Observation Type: Observation Frequency: Periodic Weather: clear Air Temp.(deg.F): 75 F&R Personnel: Quirk, Brendan,Technician Description of Work Completed Work Completed: Site Grading Operations Observations: F&R was onsite to observe the placement of fill materials within Lots 1-5. Fill materials were dumped by loaded pans and spread/compacted with an 815 dozer. Compaction efforts and subgrade stability was verified by proofroll observations. Newly placed fill materials were found to be firm and stable,and exhibited adequate compaction as little to no pumping or rutting was observed. All placement procedures and compaction efforts were considered to be satisfactory. Fill materials were brought up to approximately 2ft below finished subgrade levels. Page 10 of 11 O Field Observation Form 6-13-16-DFR fOAR Various Report Date:6/13/2016 Crozet Office Client: Project: 6181 Roddish Gap Turnpike Crozet,VA22932 Old Trail Village 71 00066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Crozet,VA22932 Date: 06/13/2016 Location: Building Pad Category. Soils/Earthwork Location Details: Block 27;Residential Lots 1-5 Coverage: Subgrade Observation Type: Observation Frequency: Periodic Weather: clear Air Temp.(deg.F): 73 F&R Personnel: Quirk,Brendan,Technician Description of Work Completed Work Completed: Site Grading Operations Observations: F&R was onsite to observe the placement of fill materials within Lots 1-5. Fill materials were dumped by loaded pans and spread/compacted with an 815 dozer. Compaction efforts and subgrade stability was verified by proofroll observations. Newly placed fill materials were found to be firm and stable,and exhibited adequate compaction as little to no pumping or rutting was observed. Fill placement procedures and compaction efforts were considered to be satisfactory. Compacted fill materials were brought up to approximately 1ft below finished subgrade levels. A final loose lift of very moist fill materials were placed and spread over the lots but was left to dry and not subjected to compaction today. Page 11 of 11 F&R Proofroll Activity 09-12-16DFR_corr Report Date:11/29/2016 Crozet Office mart: Project 6181 Rockfish Gap Turnpike Crozet,VA22932 Cld Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 27 Fax 434-823-4764 Croat,VA22932 Golf Drive Crozet,VA 22932 Date: 09/12/2016 Location: Site-Roadway Category: Soils/Earthwork Location Details: Orion In Golf view Dr Freeland Dr Coverage: Proofroll Type: Observation Frequency Periodic Wteather: Sunny Air Temp.(deg.F): 65 Personnel: Nance,Jeremy L, Technician Description of Work Completed Work Description: Proofroll Proof Roll Equipment: Loaded Tandem Axle Dump Truck Subgrade Material Description: 21A Note: Subgrade descriptions indicated in this report are based on visual observation and should be considered approximate.Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Summary of Proofroll: Corrections Not Required:Area Tested Appeared Stable w/No Appreciable Pumping or Rutting. Other Corrments/Observations: F&R observed a proofroll of subgrade soils at the above mentioned locations.The proofroll was performed by observing a loaded tandem-axle dump truck drive slowly across the subgrade and noting the response of surficial soils.Subbase stone was generally measured to be 6 to 8 inches in thickness on prepared subgrade soils. In general,the soils at the proofrolled area appeared stable,with no observable pumping or rutting. No Density tests were performed. Determination: As Specified Discrepancy Recorded?: No Image Description:Proof roll in green Date Image Taken:09/12/2016 ,f Photographer:Nance,Jeremy L Page 1 of 1 F8IZ 08-24 thru 09-06 DFR 08-24thru 09-06 DFR Report Date:9/7/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71U0066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 08-24 thru 09-06 DFR Title Description Concrete Placement 08-24-16 DFR Concrete Placement Summary 08-24-16 Conc Sum Concrete Placement 08-25-16 DFR Concrete Placement Summary 08-25-16 Conc Sum Concrete Placement 08-26-16 DFR Concrete Placement Summary 08-26-16 Conc Sum Concrete Placement 08-29-16 DFR Concrete Placement Summary 08-29-16 Conc Sum Concrete Placement 08-30-16 DFR Concrete Sample Pickup 08-30-16 DFR Concrete Placement Summary 08-30-16 Conc Sum Concrete Placement 08-31-16 DFR Concrete Placement Summary 08-31-16 Conc Sum Concrete Placement 09-01-16 DFR Concrete Placement Summary 09-01-16 Conc Sum Concrete Placement 09-02-16 DFR Concrete Placement Summary 09-02-16 Conc Sum Concrete Sample Pickup 09-06-16 DFR Page 1 of 19 Concrete Placement OS-24-16DFR (p D Report Date:9/7/2016 Crozet Office orient: Project: 6181 Rockfish Gap Turnpike Croat,VA 22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 - Croat,VA22932 Golf Drive Croat,VA 22932 Date: 08/24/2016 Location: Site-Curb&Gutter Category. Concrete Location Details: South side of Golf View Dr/50'E of int W Be!grove.Approx 60 LF of curb placed. Coverage: Concrete Placement Type: Observation Frequency: Periodic Weather: Sunny Air Temp.(deg.F): 70 Personnel: Bailes,William F, Technician Description of Work Completed Work Performed: Curb and gutter concrete testing. Tests Performed: Concrete sampled.Test for air content,slump and temp. Cast cylinders Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from sample obtained from middle 1/3 of the concrete load.Cylinders were placed inside a cooler. Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 2 of 19 OD Concrete Placement Client: Project: &M1 Summary Old Trail Village 71 00066 r ROEHLIMG. 6 glo .a. INC. 08-24-16 Conc Sum 1005 HeatherCroft Circle Old Trail Block 27 Crozet Office Report Date:9/7/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone 434-823-5154 I Fax 434-823-4764 Placement Date: 8/24/2016 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Bailes,William F Weather: Sunny Location Details: S side of Golf View Dr/50'E of int W Mix Design: A3 Specified Strength(psi): 3000 Belgrove. Contractor: Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 100313 1 331 10911581 8.5/8 5 07 36 EDT 08 05 EDT 0921 EDT 105 Slump 3-1/4 in 4 5 78 70 None 5 4"X 8" Cast Cylinder Placement Notes-Sample 100313:Mix A3 curb mix Page 3 of 19 Concrete Placement 08-25-16DFR rsiR Report Date:9R/2016 Crozet Office aient: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71 00066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA 22932 Golf Driee Crozet,VA 22932 Date: 08/25/2016 Location: Site-Curb&Gutter Category. Concrete Location Details: Corner of Goff View Drive and Bel Approx 60 LF of curb placed. Coverage: Concrete Placement Type: Observation Frequency Periodic Weather: Sunny Air Temp.(deg.F): 70 Personnel: Weeks,Steven, Technician Description of Work Completed Work Performed: Curb and gutter concrete testing. Tests Performed: Concrete sampled.Test for air content,slump and temp. Cast cylinders Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from sample obtained from middle 1/3 of the concrete load. Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 4 of 19 �OO Concrete Placement Client: Project: o`R Summary Old Trail Village 71U0066 `Iw0`ROBERTSON INC. 08-25-16 Conc Sum 1005 HeatherCroft Circle Old Trail Block 27 �ROEREn ,n'Varna ,.«:S„ Crozet office Report Date: 9/7/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Placement Date: 8/25/2016 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Weeks,Steven Weather: Sunny Location Details: Corner of golf view&belgore Mix Design: 3000A3 Specified Strength(psi): 3000 Contractor: a.g.dillard Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 325 10911621 8.5/8.5 09:01 EDT 09:43 EDT 10:36 EDT 95 iurmr a in 4 0 3 00 Gal Water 5 4"X 8" Cast (8.5 yd') Cylinder Page 5 of 19 Concrete Placement 0826-16DFR f&R Report Date:9/7/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozat,VA22932 Golf Drive Crozet,VA 22932 Date: 08/26/2016 Location: Site-Curb&Gutter Category. Concrete Location Details: First RT off Ashlar.3 storm drains on Ift and one on RT.Approx 50'ofcurb at end of Street (Golfview) Coverage: Concrete Placement Type: Observation Frequency: Periodic Weather: Sunny Air Temp.(deg. F): 74 Personnel: Bailes,William F, Technician Description of Work Completed Work Performed: Concrete testing of curb and gutter Tests Performed: Concrete sampling.Test for air content,slump and temp.Cast cylinders. Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from sample obtained from middle 1/3 of the concrete load. Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 6 of 19 p Concrete Placement Client: Project: 11' Summary Old Trail Village 7100066 EnoENur.0•ROBERTSON.INC. 1005 HeatherCroft Circle Old Trail Block 27 `s.-nnnO 1.00 SINT Mt 08-26-16 Conc Sum Crozet Office Report Date: 9/7/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet VA 22932 Crozet VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Placement Date: 8/26/2016 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Bailes,William F Weather: Sunny Location Details: First RT off Ashlar.3 storm drains Mix Design: A-3 Specified Strength(psi): 3000 on Ift and one on RT.Approx 50' ofcurb at end of Street(Golfview) Contractor: Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 100914 3 341 10911642 8 5/8.5 08.06 EDT 08.50 EDT 09:36 EDT 90 5 8 86 74 10.00 Gal Water 5 Cast Page 7 of 19 Concrete Placement 0829-16DFR (p n Repot Date:9/7/2016 Crozet Office Client: Project 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Circe Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Crozet,VA 22932 Date: 08/29/2016 Location: Site-Curb&Gutter Category: Concrete Location Details: See attached picture Coverage: Concrete Placement Type: Observation Frequency Periodic Weather: Sunny Air Temp.(deg.F): 68 Personnel: Nance,Jeremy L, Technician Description of Work Completed Work Performed: Cast cylinders,check air,an slump for placement of concrete for curb and gutter Tests Performed: Slump,Air Content and Concrete Temperature and Cast Cylinders Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from sample obtained from middle 1/3 of the concrete load. Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Image Description:Orange is placement of concrete Date Image Taken:08/29/2016 Photographer:Nance,Jeremy L + ti 4 t.= rd.t 141 . p+ Page 8 of 19 ppR Concrete Placement Client: Project: I I' Summary Old Trail Village 71U0066 rNOE1406G 6 11061Ea,6061,t,.a. 1005 HeatherCroft Circle Old Trail Block 27 n,St..ytntt L& 08-29-16 Conc Sum Crozet Office Report Date: 9/7/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Placement Date: 8/29/2016 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Nance,Jeremy L Weather: Sunny Location Details: See attachment Mix Design: BCCURB Specified Strength(psi): 3000 Contractor: Dillard, Inc!A.G Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type ' 1010b1 ' 4 341 10911665 8.5/8.5 07.47 EDT 08:32 ED1 09 00 LET � ,3 •Slump 4-1/2 In 1 9 (9 r38 • . d x r+ cast Cvunaer Page 9 of 19 iz Concrete Placement 0830-16DFR (p Report Date:9/7/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 27 Fax 434-823-4764 Crozat,VA22932 Golf Driee Crozet,VA22932 Date: 08/30/2016 Location: Site-Curb&Gutter Category: Concrete Location Details: Corner of Orion drive and Belgrove Street Coverage: Concrete Placement Type: Observation Frequency: Periodic Weather: Sunny Air Temp.(deg.F): 68 Personnel: Nance,Jeremy L, Technician Description of VVork Completed Work Performed: Cast cylinders,check air,an slump for placement of concrete for curb and gutter Tests Performed: Slump,Air Content and Concrete Temperature and Cast Cylinders Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from sample obtained from middle 1/3 of the concrete load. Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 10 of 19 Concrete Sample Pickup 083016DFR ASTM J !L0 p C3 1 Report Date:9/7/2016 Crozet Office aient: Project: 6181 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Driee Croat,VA22932 Date: 08/30/2016 Location: Jobsite Category. Concrete Location Details: Job site Coverage: Sample Pickup Type: Sample Retrieval(Only) Frequency: Weather: Sunny Air Temperature(deg. F):66 Personnel: Nance,Jeremy L, Technician Description of Work Completed Work Performed: Pick-up cylinders Number of Sets Collected: 1 Condition of Specimens: Found as Cast Initial Curing: Protected Min/Max Temp. Recorded: No Determination: As Specified Discrepancy Recorded?: No Page 11 of 19 �oo Concrete Placement Client: Project: o`R Summary Old Trail Village 7100066 FROEFRANG 6 RaE 's 'oN iNC 08-30-16 Conc Sum 1005 HeatherCroft Circle Old Trail Block 27 . r. e Crozet Orrice Report Date: 9/7/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Placement Date: 8/30/2016 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Nance,Jeremy L Weather: Sunny Location Details: Corner of Orion drive and Belgrove Mix Design: BCCURB Specified Strength(psi): 3000 Street Contractor: Dillard Inc Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 101196 5 325 10911683 85/8.5 07i51 EDT 08:30EDT 0920EDT 89 Slump 4-1/2in 4 85 71 fJonc 1 4"X8" Cast Cylinder Page 12 of 19 01.) Concrete Placement 08-31-16 DFR Report Date:9R/2016 Crozet Office aient: Project: 6181 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71 U0066 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 27 Fax 434-823-4764 Crozat,VA 22932 Golf Drie Croat,VA 22932 Date: 08/31/2016 Location: Site-Sidewalk Category: Concrete Location Details: Block 27 Coverage: Concrete Placement Type: Observation Frequency: Continuous Weather: Cloudy Air Temp.(deg.F): 70 Personnel: Hoskin,Jeffrey, Technician Description of Work Completed Work Performed: F&R representative arrived onsite to observe the placement of 8.5 cy of concrete used to form the curb and gutter of block 27. 1 set of 5 cylinders were cast. Tests Performed: Slump,Air Content and Concrete Temperature and Cast Cylinders Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 13 of 19 Concrete Placement Client: Project: Fg`R Summary Old Trail Village 7100066 rwoEHLING s H�ELuaUS.irv,-. 1005 HeatherCroft Circle Old Trail Block 27 ,n:,=�.•r-.: 08-31-16 Conc Sum Crozet Office Report Date: 9/7/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Placement Date: 8/31/2016 Placement Location: Site-Sidewalk Placement Method: Chute Technician: Hoskin,Jeffrey Weather: Cloudy Location Details: Curb and sidewalk Mix Design: A-3 Specified Strength(psi): 3000 Contractor: Dillard Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 101763 9 341 1714 8.5/8.5 07:54 EDT 0820 EDT. 0930 EDT 96 Slump 3-3/4 in 6 2 87 70 ti,i it Cast Cylinder Page 14 of 19 Concrete Placement 0901-16DFR (p R Report Date:9/7/2016 Crozet Office Client: Project 6181 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Crozet,VA 22932 Date: 09/01/2016 Location: Site-Curb&Gutter Category: Concrete Location Details: Corner of Orion Lane and belgrove drive Coverage: Concrete Placement Type: Observation Frequency Periodic Weather: Clear Air Temp.(deg.F): 69 Personnel: Nance,Jeremy L, Technician Description of Work Completed Work Performed: Picked up cylinders and placement of concrete for curb and gutter of 8.5 yards Tests Performed: Slump,Air Content and Concrete Temperature and Cast Cylinders Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from sample obtained from middle 1/3 of the concrete load. Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 15 of 19 Concrete Placement Client: Project: f$`R Summary Old Trail Village 71U0066 ROE b RoaER= ON, �o. 1005 HeatherCroft Circle Old Trail Block 27 rs 09-01-16 Conc Sum Crozet Office Report Date: 9/7/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone.434-823-5154 I Fax:434-823-4764 Placement Date: 9/1/2016 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Nance,Jeremy L Weather: Clear Location Details: On the corner of Orion Lane and Mix Design: BCCURB Specified Strength(psi): 3000 belgrove drive Contractor: AG Dillard Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 101534 6 327 10911740 8.5/8.5 07 21 EDt' 08.05EDT 08.43EDT 82 Slump 5in. 43 85 69 None 1 4"X8" Cast Cylinder Page 16 of 19 Concrete Placement 09-02-16DFR (p D Report Date:9/7/2016 Crozet Office anent: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71 00066 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Dthe Crozet,VA22932 Date: 09/02/2016 Location: Site-Curb&Gutter Category: Concrete Location Details: Corner of Birch Drive and belgrove Street Coverage: Concrete Placement Type: Observation Frequency: Periodic Weather: Sunny Air Temp.(deg.F): 62 Personnel: Nance,Jeremy L, Technician Description of Work Completed Work Performed: F&R arrived onsite for placement of concrete for curb and gutter Tests Performed: Slump,Air Content and Concrete Temperature and Cast Cylinders Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from sample obtained from middle 1/3 of the concrete load. Cubic Yards Placed: 76.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 17 of 19 OQ Concrete Placement Client: Project: I Summary Old Trail Village 71U0066 1,0ENLING .C. 09-02-16 Conc Sum 1005 HeatherCroft Circle Old Trail Block 27 Crozet Office Report Date: 9/7/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone 434-823-51541 Fax:434-823-4764 Placement Date: 9/2/2016 Placement Location: Site-Curb&Gutter Placement Method: Curb Machine Technician: Nance,Jeremy L Weather: Sunny Location Details: The corner of Birch Drive and Bell Mix Design: BCCURB Specified Strength(psi): 3000 Grove Street Contractor: AG Dillard Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 101738 7 331 10911748 8 5/8 5 07.31 EDT 08.20 EDT 08 50 EDT 79 Slump 4 in a 2 61 Hone 4"X 8" Cast Cylinder 101739 1 341 10911750 8 5/17 07 40 EDT 08:45 EDT 09:15 EDT 97 None Batch Log 101740 2 327 10911753 8 5/25.5 08:18 EDT 08:57 EDT• 09:42 EDT None Batch Log 101741 3 326 10911754 8.5/34 08:55 EDT 09:41 EDT 10:05 EDT - None Batch Log 101742 r 4 331 10911755 8.5/42 5 09:21 EDT 09 55 EDT 10:35 EDT . 74 None Batch Log 101743 . 5 327 10911761 8.5/51 10:15 EDT 10 50 EDT 11:07 EDT r 52 None Batch Log 101745 8 334 10911766 8.5/59 5 10 32 EDT 11 10 EDT 11.36 EDT 64 Slump 4 in 4.7 85 None 4"X 8" Cast Cylinder 101747 6 325 10911768 8 5/68 10 50 EDT 11.25 EDT 11:57 EDT . 67 None Batch Log Page 18 of 19 Concrete Sample Pickup 090616DFR Cp ASTM C31 Report Date:9/7/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Croat,VA22932 Golf Driie Croat,VA22932 Date: 09/06/2016 Location: Jobsite Category: Concrete Location Details: Job site Coverage: Sample Pickup Type: Sample Retrieval(Only) Frequency: Weather: Sunny Air Temperature(deg.F):88 Personnel: Nance,Jeremy L, Technician Description of Work Completed Work Performed: Pick-up cylinders Number of Sets Collected: 2 Condition of Specimens: Found as Cast Initial Curing: Protected Min/Max Temp. Recorded: No Determination: As Specified Discrepancy Recorded?: No Page 19 of 19 rs`R 09-09 thru 09-12 DFR 09-09 thru 09-12 DFR Report Date:9/15/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71U0066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 09-09 thru 09-12 DFR Title Description Concrete Placement 09-09-16 DFR Concrete Placement Summary 09-09-16 Conc Sum Concrete Sample Pickup 09-10-16 DFR Proofroll Activity 09-12-16 DFR Concrete Placement 09-12-16 DFR Conc Concrete Placement Summary 09-12-16 Conc Sum Page 1 of 8 Concrete Placement 09-09-16DFR &p Report Date:9/15/2016 Crozet Office orient: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71 U0066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA 22932 Golf DriN,e Crozet,VA 22932 Date: 09/09/2016 Location: Site-Curb&Gutter Category. Concrete Location Details: Southwest corner of Be!grove Street Coverage: Concrete Placement Type: Observation Frequency Periodic Weather: Sunny Air Temp.(deg.F): 78 Personnel: Nance,Jeremy L, Technician Description of Work Completed Work Performed: F&R on site for placement of concrete for curb and gutter at the intersection of the southwest corner of Belle Grove Street Tests Performed: Slump,Air Content and Concrete Temperature and Cast Cylinders Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from sample obtained from middle 1/3 of the concrete load. Samples collected of soil. Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Date Image Taken:09/09/2016 Photographer:Nance,Jeremy L `\ *..1 1 _,1 I Page 2 of 8 Concrete Placement 090916DFR ��� Repot Date:9/15/2016 Crozet Office Client: Project 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71U0066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Driee Crozet,VA 22932 Page 3 of 8 Concrete Placement Client: Project: 18lV Summary Old Trail Village 7100066 rpCiE. z6RO;ERT.0'INC. 09-09-16 Conc Sum 1005 HeatherCroft Circle Old Trail Block 27 Crozet Office Report Date: 9/15/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Placement Date: 9/9/2016 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Nance,Jeremy L Weather: Sunny Location Details: Southwest corner of Belgrove Mix Design: BCCURB Specified Strength(psi): 3000 Street Contractor: AG Dillard Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 102291 10 332 10911855 8 5/8.5 08 32 EDT 09:15 EDT 09 57 EDT t5 Slump 4 in 4 4"X 8" Cast Cylinder Page 4 of 8 Concrete Sample Pickup 09-10-16DFR fOcR CST/1 C31 Deport Date:9/15/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71 U0066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Croat,VA22932 Golf Drire Crozet,VA22932 Date: 09/10/2016 Location: Jobsite Category. Concrete Location Details: Job Site Coverage: Sample Pickup Type: Sample Retrieval(Only) Frequency: Weather: Clear Air Temperature(deg.F):85 Personnel: Khaterzai, Reshad, Technician Description of Work Completed Work Performed: Concrete Cylinder pickup Number of Sets Collected: 1 Condition of Specimens: Found as Cast Initial Curing: Protected Min/Max Temp. Recorded: No Determination: As Specified Discrepancy Recorded?: No Page 5 of 8 Proofroll Activity 09-12-16DFR �O Repot Date:9/15/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Croa?t,VA22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Crozet,VA 22932 Date: 09/12/2016 Location: Site-Roadway Category. Soils/Earthwork Location Details: Orion In Golf view Dr Freeland dr Coverage: Proofroll Type: Observation Frequency: Periodic Weather: Sunny Air Temp.(deg.F): 65 Personnel: Nance,Jeremy L, Technician Description of Work Completed Work Description: Proofroll Proof Roll Equipment: Loaded Tandem Axle Dump Truck Subgrade Material Description: 21A Note: Subgrade descriptions indicated in this report are based on visual observation and should be considered approximate.Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Other Comments/Observations: F&R observed a proofroll of subgrade soils at the above mentioned locations.The proofroll was performed by observing a loaded tandem-axle dump truck drive slowly across the subgrade and noting the response of surficial soils. In general,the soils at the proofrolled area appeared stable,with no observable pumping or rutting. Determination: As Specified Discrepancy Recorded?: No — = Image Description:Proof roll in green Date Image Taken:09/12/2016 a / Photographer:Nance,Jeremy L r Page 6 of 8 Concrete Placement 09-12-16 DFR Conc (O D Report Date:9/15/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Driee Crozet,VA 22932 Date: 09/12/2016 Location: Site-Sidewalk Category. Concrete Location Details: Orion Drive Coverage: Concrete Placement Type: Observation Frequency Periodic Weather: Sunny Air Temp.(deg.F): 78 Personnel: Nance,Jeremy L, Technician Description of Work Completed Work Performed: F&R on site for placement of concrete for sidewalk on Orion Drive. Tests Performed: Slump,Air Content and Concrete Temperature and Cast Cylinders Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from sample obtained from middle 1/3 of the concrete load. Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No • Page 7 of 8 op Concrete Placement Client: Project: I i' Summary Old Trail Village 7100066 INC. 09-12-16 Conc Sum 1005 HeatherCroft Circle Old Trail Block 27 Crozet Office Report Date:9/15/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone 434-823-5154 I Fax 434-823-4764 Placement Date: 9/12/2016 Placement Location: Site-Sidewalk Placement Method: Chute Technician: Nance,Jeremy L Weather: Sunny Location Details: Orion dr Mix Design: BCCURB Specified Strength(psi): 3000 Contractor: AG Dillard Supplier: Allied Concrete Load I Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 331 11104476 8.5/8.5 08 12 EDT 09.05 EDT 09.50 EDT 98 Slump 5 it _ 61 None 5 4"X 8" as ,'!index Page 8 of 8 f8 09-10 thru 09-20 DFR 09- 09-20DFR Reportrt Date:9/22/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71U0066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 09-10 thru 09-20 DFR Title Description Concrete Sample Pickup 09-10-16 DFR Asphalt Placement 09-13-16 DFR Bituminous Density 09-13-16 NG Concrete Placement 09-14-16 DFR Concrete Placement Summary 09-14-16 Conc Sum Concrete Placement 09-15-16 DFR Concrete Sample Pickup 09-15-16 DFR Conc Pick Concrete Placement 09-16-16 DFR Concrete Placement Summary 09-16-16 Conc Sum Concrete Sample Pickup 09-19-16 DFR Concrete Placement 09-20-16 DFR Concrete Placement Summary 09-20-16 Conc Sum Page 1 of 17 Concrete Sample Pickup 09-10-16DFR f&R ASTM C31 Report Date:9/21/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Croat,VA 22932 Old Trail Village 71110066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Dn e Croat,VA22932 Date: 09/10/2016 Location: Jobsite Category. Concrete Location Details: Job Site Coverage: Sample Pickup Type: Sample Retrieval(Only) Frequency: Weather: Clear Air Temperature(deg.F):85 Personnel: Khaterzai, Reshad, Technician Description of Work Completed Work Performed: Concrete Cylinder pickup Number of Sets Collected: 1 Condition of Specimens: Found as Cast Initial Curing: Protected Min/Max Temp. Recorded: No Determination: As Specified Discrepancy Recorded?: No Page 2 of 17 Asphalt Placement 09-13-16DFR F&R Crozet Office Client: Project 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71U0066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Croat,VA 22932 Date: 09/13/2016 Location: Road-Driving Lane Category. Asphalt Location Details: Orion Lane,Golf View Drive,Oldham Drive,and Fennel Road Coverage: Asphalt Placement Air Temp.(deg.F): 90 Submitted By. Khaterzai, Reshad Inspector Title:Technician Paving Start Time(EST): 09:30 Paving End Time(EST): 18:00 Equipment Smooth Drum roller Type/Quantity. Labor Type/Quantity: N/A Asphalt Contractor: SL Willaims Asphalt Supplier: SL Williams Work Description: Asphalt Placement of Orion Lane Tests Performed: Moisture-Density Tests Courses Placed: Base Observations: Contractor elected to place asphalt at the above mentioned location. Compacted crushed stone subbase was observed by proofroll at the above mentioned location. The proofroll was performed by observing a loaded tandem-axle dump truck dirve slowly across the subbase stone and noting the response of the surficial stone. In general,the soils at the proofrolled area appeared stable,with no observable pumping or rutting. Base temperature was observed to be approximately 99°F. Asphalt mix VDOT BM25.0 arrived onsite at about 282 to 292°F. Asphalt paving compaction was performed using vibratory smooth drum rollers and plate tamper(see attached bituminous nuclear density results for further detail). Asphalt layers placed was observed to be about 2.5 to 4 inches. We did not observe the contractor utilize a finishing equipment of the Asphalt placed. The asphalt placed was observed to be in accordance with project plans and specifications of 92 percent compaction of the RICE value given. Base Course Summary Mix ID Subbase/Surface Condition(Pre-Placement) Tack Coat Quantity Required Roller Pattern Applied Placed Thickness (tons) (in.) BM-25.0 VDOT 21A Yes 2.5 3V:2S Mix ID Required Marshall Marshall/Rice Sample(s) Samples No.of Samples Compaction(%) (pcf)/Rice Value Provided By Taken Performed By • BM-25.0 91.5 163.100 Supplier No Base Course Temperature Log Time(EST) Base Temp.(deg F) Laydown Temp.(deg F) 100 282 Page 3 of 17 Asphalt Placement 09-13-16DFR Crozet Office Qient: Project: 6181 Rockfish Gap Turnpike Cromt,VA22932 Old Trail MIlage 71 U0066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Cromt,VA22932 Golf Drive Crozet,VA22932 Determination: As Specified Page 4 of 17 f&D Bituminous Density Client: Project: I� 09-13-16 NG Old Trail Village 71U0066 .ROE Report Date:9/21/2016 1005 HeatherCroft Circle Old Trail Block 27 Crozet office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone.434-823-5154 I Fax 434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 1 9/13/16 Site-Roadway:Fennel Base BM 25A 2.5 163.1 BM25 154.1 Backscatter 94 92/102 963 Khaterzai, Road;station 10+50 Redhill/ Reshad right lane approximately ASTM 3'from center line. D2041 2 9/13/16 Site-Roadway:Fennel Base BM 25A 2.5 163.1 BM25 154.2 Backscatter 95 92/102 963 Khaterzai, Road;station 11+00 left Redhill/ Reshad lane approximately 4' ASTM from center line. D2041 3 9/13/16 Site-Roadway:Fennel Base BM 25A 2.5 163.1 BM25 151.0 Backscatter 93 92/102 963 Khaterzai, Road;station 11+50 Redhill/ Reshad right lane approximately ASTM 5'from center line. D2041 4 9/13/16 Site-Roadway:Fennel Base BM 25A 2.5 163.1 BM25 154.2 Backscatter 95 92/102 963 Khaterzai, Road;station 12+00 left Redhill/ Reshad lane approximately 5' ASTM from center line. D2041 5 9/13/16 Site-Roadway:Fennel Base BM 25A 2.5 163.1 BM25 152.9 Backscatter 94 92/102 963 Khaterzai, Road;station 12+50 Redhill/ Reshad right lane approximately ASTM 5'from center line. D2041 6 9/13/16 Site-Roadway:Oldham Base BM 25A 2.5 163.1 BM25 150.2 Backscatter 92 92/102 963 Khaterzai, Drive;station 10+20 Redhill/ Reshad right lane approximately ASTM 5'from center line. D2041 7 9/13/16 Site-Roadway:Oldham Base BM 25A 2.5 163.1 BM25 151.0 Backscatter 93 92/102 963 Khaterzai, Drive;station 11+00 left Redhill/ Reshad lane approximately 3' ASTM from center line. - D2041 8 9/13/16 Site-Roadway:Oldham Base BM 25A 2.5 163.1 BM25 151.0 Backscatter 93 92/102 963 Khaterzai, Drive;station 11+80 Redhill/ Reshad right lane approximately ASTM 4'from center line. D2041 9 9/13/16 Site-Roadway:Oldham Base BM 25A 2.5 163.1 BM25 150.5 Backscatter 92 92/102 963 Khaterzai, Drive;station 12+30 left Redhill/ Reshad lane approximately 3' ASTM from center line. D2041 Page 5 of 17 6 Bituminous Density Client: Project: I� 09-13-16 NG Old Trail Village 71U0066 Report Date:9/21/2016 1005 HeatherCroft Circle Old Trail Block 27 Crozet orrice Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax 434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 10 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 153.4 Backscatter 94 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 21+15 right lane ASTM approximately 3'from D2041 center line. 11 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 151.1 Backscatter 93 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 21+651eft lane ASTM approximately 8'from D2041 center line. 12 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 156.3 Backscatter 96 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 22+20 right lane ASTM approximately 8'from D2041 center line. 13 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 153.9 Backscatter 94 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 22+75 left lane ASTM approximately 10'from D2041 center line. 14 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 151.9 Backscatter 93 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 23+35 left lane ASTM approximately 10'from D2041 center line. 15 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 155.1 Backscatter 95 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 23+85 right lane ASTM approximately 5'from D2041 center line. 16 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 150.9 Backscatter 93 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 24+10left lane ASTM approximately 4'from D2041 center line. Page 6 of 17 C&D Bituminous Density Client: Project: f I` 09-13-16 NG Old Trail Village 71U0066 Report Date:9/21/2016 1005 HeatherCroft Circle Old Trail Block 27 Crozet Office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet VA 22932 Phone.434-823-5154 I Fax:434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 17 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 155.6 Backscatter 95 92/102 963 Khaterzai, Lane;station 14+35 left Redhill/ Reshad lane approximately 8' ASTM from center line. D2041 18 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 150.8 Backscatter 92 92/102 963 Khaterzai, Lane;station 13+75 Redhill/ Reshad right lane approximately ASTM 8'from center line. D2041 19 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 156.9 Backscatter 96 92/102 963 Khaterzai, Lane;station 13+15 left Redhill/ Reshad lane approximately 5' ASTM from center line. D2041 20 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 150.2 Backscatter 92 92/102 963 Khaterzai, Lane;station 12+65 Redhill/ Reshad right lane approximately ASTM 5'from center line. D2041 21 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 151.0 Backscatter 93 92/102 963 Khaterzai, Lane;station 12+10 left Redhill/ Reshad lane approximately 7' ASTM from center line. D2041 22 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 150.1 Backscatter 92 92/102 963 Khaterzai, Lane;station 11+50 Redhill/ Reshad right lane approximately ASTM 6'from center line. D2041 23 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 149.9 Backscatter 92 92/102 963 Khaterzai, Lane;station 11+00 left Redhill/ Reshad lane approximately 5' ASTM from center line. D2041 24 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 150.0 Backscatter 92 92/102 963 Khaterzai, Lane;station 10+75 Redhill/ Reshad right left approximately ASTM 5'from center line. D2041 Remarks Comments Tests are"Direct Transmission"(Method A)unless probe depth is noted as"Backscatter" Page 7 of 17 f&D Bituminous Density Client: Project: I� 09-13-16 NG Old Trail Village 71U0066 FROEHlING s RaeERTso»•MG Report Date: 9/21/2016 1005 HeatherCroft Circle Old Trail Block 27 Crozet office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet VA 22932 Phone.434-823-5154 I Fax 434-823-4764 Gauge Information Gauge SN Make Model Density Count Moisture Count Standard Count Date Last Calibration Date Calibrated By 963 Troxler 4640 3821 1115 9/13/16 Page 8 of 17 Concrete Placement 09-14-16DFR (O Repot Date:9/21/2016 Crozet Office mart: Project: 6181 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Blodk 27 Fax 434-823-4764 Crorat,VA22932 Golf Dri'e Crozet,VA 22932 Date: 09/14/2016 Location: Site-Sidewalk Category. Concrete Location Details: Sidewalk Coverage: Concrete Placement Type: Observation Frequency. Periodic Weather: Sunny Air Temp.(deg.F): 69 Personnel: Nance,Jeremy L, Technician Description of V4brk Completed Work Performed: Placement of concrete on sidewalk at intersection of Orion Lane and Ashler Avenue Tests Performed: Slump,Air Content and Concrete Temperature and Cast Cylinders Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from sample obtained from middle 1/3 of the concrete load. Cubic Yards Placed: 8.50 Concrete Sunrnary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 9 of 17 Concrete Placement Client: Project: f&R Summary Old Trail Village 71U0066 FROEMLING E- 1HC. 09-14-16 Conc Sum 1005 HeatherCroft Circle Old Trail Block 27 Cfoze1 O"ite Report Date:9/21/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet VA 22932 Phone:434-823-5154I Fax.434-823-4764 Placement Date: 9/14/2016 Placement Location: Site-Sidewalk Placement Method: Chute Technician: Nance,Jeremy L Weather: Location Details: Intersection of Orion Ln an Ashler Mix Design: BCCURB Specified Strength(psi): 3000 Av Contractor: AG Dillard Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type • 102941 12 313 10911891 8.5/8.5 07 19 EDT 08 08 EDT 08 41 EDT 82 Slump 4-1/2 in 6 1 85 None 5 4"X 8" Cast Cylinder Page 10 of 17 Concrete Placement 09-15-16DFR &D Repot Date:9/21/2016 Crozet Office orient: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail lllage 7100066 Phone:434-823-5154 1005 HeatherCroft Cede Old Trail Blod<27 Fax 434-823-4764 Crozet,VA22932 Golf Driee Croat,VA 22932 Date: 09/15/2016 Location: Site-Sidewalk Category. Concrete Location Details: Orion Lane, Left Side STA 12+00 to 13+00 Coverage: Concrete Placement Type: Observation Frequency: Periodic Weather: Sunny Air Temp.(deg. F): 70 Personnel: Khaterzai, Reshad,Technician Description of Work Completed Work Performed: Concrete placement of sidewalk,Orion Lane,left side from about STA 12+00 to 13+00. Tests Performed: Slump,Air Content and Concrete Temperature and Cast Cylinders Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from sample obtained from middle 1/3 of the concrete load. Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 11 of 17 fp Concrete Sample Pickup 09-15-16 DFR Conc Pick OAR 4STiY1 C31 Report Date:9/21/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71U0066 Phone:434-823-5154 1005 FleatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Driee Croat,VA 22932 Date: 09/15/2016 Location: Jobsite Category. Concrete Location Details: Job Site Coverage: Sample Pickup Type: Sample Retrieval(Only) Frequency Periodic Weather: Clear Air Temperature(deg.F):70 Personnel: Khaterzai, Reshad Description of VVbrk Completed Work Perforated: Concrete Sample Pickup Observations: Cylinders caste on 9/14/16 was not found.Cylinder were possible removed from project site by others. Number of Sets Collected: 0 Condition of Specimens: Unable to Locate Initial Curing: Protected Min/Max Temp.Recorded: No Determination: Discrepancy Discrepancy Recorded?: No Page 12 of 17 Concrete Placement f09-16-16DFR o D Report Date:9/22/2016 Crozet Office pient: Project: 6181 Rockfish Gap Turnpike Croat,VA 22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Croat,VA22932 Golf Driee Croat,VA 22932 Date: 09/16/2016 Location: Site-Sidewalk Category. Concrete Location Details: Lots 9 and 5 Orion Drive Coverage: Concrete Placement Type: Observation Frequency: Continuous Weather: Sunny Air Temp.(deg.F): 83 Personnel: Pappas,John, P.E. Description of Work Completed Work Performed: Concrete placement of sidewalk near lots 9 and 5 on Orion drive. Tests Performed: Slump,Air Content and Concrete Temperature and Cast Cylinders Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from sample obtained from middle 1/3 of the concrete load. Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: Discrepancy Recorded?: No Page 13 of 17 Concrete Placement Client: Project: f&R Summary Old Trail Village 7100066 (ROE aERT•ON•+P5 1005 HeatherCroft Circle Old Trail Block 27 FILING� 09-16-16 Conc Sum Crozet Office Report Date: 9/22/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Placement Date: 9/16/2016 Placement Location: Site-Sidewalk Placement Method: Chute Technician: Pappas,John Weather: Location Details: Lots 9 and 5 Orion Drive Mix Design: A-3 Specified Strength(psi): 3000 Contractor: AG Dillard Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/• Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (y) Temp(F) (F) Admixtures Cast Type 103471 14 341 "0911952' 8/8 07 36 EDT 0820 ED U9 30 EDT 114 ,,v 3 :ast c l i r-me, Page 14 of 17 Concrete Sample Pickup 09-19-16DFR fpcR ASTM C31 Reps :9/22/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71U0066 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Dri'e Crozet,VA 22932 Date: 09/19/2016 Location: Jobsite Category. Concrete Location Details: Job Coverage: Sample Pickup Type: Sample Retrieval(Only) Frequency: Periodic Weather: Rain Air Temperature(deg.F):67 Personnel: Weeks,Steven, Technician Description of Work Completed Work Performed: Concrete Cylinders sample retrieval Observations: Did not perform concrete placement due to rain. Number of Sets Collected: 1 Condition of Specimens: Found as Cast Initial Curing: Exposed Min/Max Temp. Recorded: No Discrepancy Recorded?: No Page 15 of 17 Concrete Placement 09-20-16DFR rsiz Report Date:9/22/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crorat,VA22932 Golf Drive Cromt,VA22932 Date: 09/20/2016 Location: Site-Sidewalk Category. Concrete Location Details: South of the traffic circle,block 27 Coverage: Concrete Placement Type: Observation Frequency Continuous Weather: Clear Air Temp.(deg.F): 75 Personnel: Hoskin,Jeffrey, Technician Description of Nbrk Completed Work Performed: F and R representative arrived onsite to observe the placement of8.5 cy of concrete located at the south sidewalk of traffic circle in block 27. 1 set of 5 cylinders were cast. Tests Performed: Slump,Air Content and Concrete Temperature and Cast Cylinders Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 16 of 17 �O Concrete Placement Client: Project: �`R Summary Old Trail Village 7100066 `ROE LING 6 09-20-16 Conc Sum 1005 HeatherCroft Circle Old Trail Block 27 Crozet Office Report Date: 9/22/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet VA 22932 Phone:434-823-51541 Fax:434-823-4764 Placement Date: 9/20/2016 Placement Location: Site-Sidewalk Placement Method: Chute Technician: Hoskin,Jeffrey Weather: Sunny Location Details: South side walk Mix Design: A-3 Specified Strength(psi): 3000 Contractor: Dillard Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 103943 15 327 1980 8.5/8.5 07:46 EDT 08:00 EDT 09:15 EDT 89 Slump 5-1/4 in 6 0 84 None 5 4"A Cast Cylinder Page 17 of 17 Concrete Placement Client: Project: FaN Summary Old Trail Village 71S0305 `F°` 09-13-16 Conc Sum 1005 HeatherCroft Circle Old Trail Village-Blocks 12& 15 Phase 1 Crozet Office Report Date: 9/22/2016 Crozet,VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Placement Date: 9/13/2016 Placement Location: Site-Sidewalk Placement Method: Chute Technician: Khaterzai, Reshad Weather: Clear Location Details: Intersection of Glen Valley Drive Mix Design: Specified Strength(psi): 3000 and Claremont Lane;94'long on Glen Valley Drive. Contractor: AG Dillard Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 102865 9 327 10911867 8.5/8.5 08 49 EDT 09.25 EDT 10.10 EDT 81 Slump 4 in. 5 2 81 75 5.00 Gal Water 5 4"X 8" Cast Cylinder Page 1 of 1 fOConcrete Sample Pickup 09-14-16DFR pcR /ISTM Gi, Report Date:9/22/2016 Crozet Office aient: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71S0305 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Village-Blocks 12&15 Phase 1 Fax 434-823-4764 Crozet,VA22932 Golf Drive Crozet,VA22932 Date: 09/14/2016 Location: Jobsite Category. Concrete Location Details: Job Site Coverage: Sample Pickup Weather: Clear Air Temperature(deg. F):75 Personnel: Khaterzai, Reshad Description of Work Completed Work Performed: Concrete Sample Pickup Number of Sets Collected: 1 Condition of Specimens: Found as Cast Initial Curing: Protected Min/Max Temp. Recorded: No Discrepancy Recorded?: No Page 1 of 1 fp09-21 thru 09-27 DFR 09-21 thru 09-27 DFR �� Report Date:9/27/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71U0066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 09-21 thru 09-27 DFR Title Description Asphalt Placement 09-21-16 DFR Asphalt Bituminous Density 09-21-16 NG Concrete Placement 09-21-16 DFR Conc Concrete Placement Summary 09-21-16 Con Sum Concrete Placement 09-23-16 DFR Conc Concrete Placement Summary 09-23-16 Conc Sum Concrete Sample Pickup 09-23-16 DFR Conc Puck Concrete Placement 09-26-16 DFR Concrete Placement Summary 09-26-16 Conc Sum Concrete Sample Pickup 09-27-16 DFR Page 1 of 14 F84z Asphalt Placement 09-21-16DFRPsphalt Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 27 Fax 434-823-4764 Crozat,VA22932 Golf Driee Crozat,VA22932 Date: 09/21/2016 Location: Road-Driving Lane Category: Asphalt Location Details: Orion Lane Fennel Road Coverage: Asphalt Placement Air Temp.(deg.F): 80 Submitted By Khaterzai, Reshad Inspector Title:Technician Equipment 1 Medium Sized Smooth Roller Compactor Type/Quantity. Labor Type/Quantity. 12 Men Asphalt Contractor: SL Willaims Asphalt Supplier: SL Willaims Work Description: Surface mix asphalt placement. Tests Performed: Moisture-Density Tests Courses Placed: Surface Observations: F&R was notified that the contractor started placing asphaltic concrete on Fennel Road and Orion Lane. We arrived onsite and the contractor finished placement of asphalt on Fennel Road. We performed density testing by Nuclear Methods along Fennel Road using the RICE value provided by the supplier. We could not verify surface thickness. Nuclear Density test number indicated compaction did not meet project requirements(see attached location plan). Aggregate segregation and longitudinal ruts were observed along the finished surface of Fennel Road. We observed the contractor place tack coat along the curbing and base on Orion Lane. The contractor created a means of installation of asphalt that did not allow for a Roller Pattern and Control Strip to be performed,as according to VDOT Road and Bridge Specifications. Nuclear Methods were utilize to test the in place density of the surface mix asphalt utilizing the suppliers RICE value. We observed the finished thickness of surface mix along Orion Lane to be laid in one lift and be approximately 1.5 inches. Base temperature prior to lay-down of asphalt was measured to be about 96°F. The delivery rate of asphalt did not meet the lay-down rate and the contractor waited about 45 min per wave of delivery(approximately 3 to 4 trucks were observed in delivery). We observed aggregate segregation and longitudinal ruts on finished surfaces of Orion Lane. Nuclear Density tests numbers 31 and 34 did not meet compaction requirements and we note that these areas were observe to exhibit surface cracking after rolling. There are areas along Orion Lane that the finished surface was observed to be not compacted completely and did not receive a smooth drum finisher(areas were rough and not smooth). Asphalt placement did not appear to meet finishing requirements and did not meet compaction requirements in the locations mentioned above. Asphalt thickness was observed to be placed at 1.5 inches and,in general,was observed to be in accordance with project specifications. Surface Course Sunii iy Mix ID Subbase/Surface Condition(Pre-Placement) Tack Coat Quantity Required Roller Pattern Applied Placed Thickness (tons) (in.) • SM-9.5A base coarse dirty,uncleaned prior to placement Yes 1.5 Sporadic,did not Red Hill maintain Quarry consistent roller pattern Mix ID Required Marshall Marshall/Rice Sample(s) Samples No.of Samples Compaction(%) (pcf)/Rice Value Provided By. Taken Performed By. Page 2 of 14 F&R Asphalt Placement 09-21-16 DFR Asphalt Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Driee Crozet,VA22932 SNl-9D5 Quarry Hill I 91.5 I 159.900 I Supplier I Yes I Supplier I Deterrrination: Discrepancy Discrepancies • Discr. Date Category Discrepancy Discrepancy Resolution Resolution Description , No. Recorded Description Status Date Asphalt See 201 609271 1 1 758934.pdf in the documents section at the end of this report. Date Inge Taken:09/23/2016 Photographer:DeGaetano,Thomas Page 3 of 14 - -.•• ,.-- .. --, ii 7 w 4 i O`CJ 1 Lg� O v� s� �} � Q2 0eQ YV1 TfRONI BONNET I 1 • • ve IE1' �• ! �_ - = ` 'l r z ¢W 5(� fL -• ------ - --., ..,,/.c;;" ?‘... J BOL ON FlRE HYDRANT e�$ / 1/ , ^ A,qo ! !! - •,/' \\ ) ' ham. OU -U. `' J ELEY1.606.86 1 / •i �'�,�' / .� _ 1g a. ‘,,- 0. • �J ' ! \ \ .w az O \ A = — — ;-_ -_; ter III II II gQ_ � G f(16) \ L�� O, " -'� _ _ - ii If / III 2ON• �� �` '' !! 1 / ' J l Il ct N U2� • — Jit l' o zo �M, \ - ��_ems= /`, I I �i II II w �� ti \<`J �t 4Ls2\� W\ i,�'�` -illi . �� 4 �� ' i i I r 11 II ►�. Cr ry LL" o <1 L�` \ / ' 130\$ ! i7� • I L /r \ 27 _____ . 1.:, ::.:;-__,A, - 0,L, rlii 2 \ \-:..s J `w y\ ..,_:›:,.. 7.__ -- -,.-..-, v b•Q3P144/.- : _----1 ■2132 • lilT ... - Sept.30,2015 I .- II -r �j� e�/ i�'�G' / \\ _........., .... �/... L`'� R ` \ le . ee.ae y• OCDHAM DRIVE 't-,.tillL t 1:.I, .I.i:'. '..I"%,- " !.1,- • 3 \ i✓ \ \\\\ -� -���.. t9 , R,55 aDHPAI ERNE 1' ,� p0 5 ...0{ L I 4114. � ElEV.0.4,�1Wt10N LANE II L2�\ 4 1 ,` .s�90�.+.wo 6 S 29 . \ I.A. • AL L2.SLi•` -• ,.0. :*' ` i I! 7r m,ixSFefiq, ` (I L 51.Ta fLEV. CTgf / - F .• - —�' I\ \ 1 \iI i _—�-- \ 6 7 8 _ 9 II I \ -' \\ II 1 i �\ It I 1{.r .� 1 Juy 1,2015 /\J \ ��/ II L I DDhl,DBSE II ���t II I QMH t II SCALE \ -- / 1 / I,' 8 1 :•. _ _:eTE - _ - . __ 6esz5k.'et ty. 1 II \\ 1 \/ \ I. f �Ve t5 ktn: c ,� - F . - �I . I 209 i� T 1L0OK2 / D1IOIlRIMI • ,FOO ik.36 W �®® : Ai[i. I�_� I t2.00 I /��\ II I I '8 > , _ 11 O IN SWALE DETAIL 1 9 01 g 6a sa ►-. �a 6a .- �z( 1 n I ,�i �� �•nI� I� Irk 10 11 �a 14 15 17 // ��� �� II " II , GRASS LINED ') V' 11 _I `J ,t, h1, ,� .. / I I d S rDITCHDEPTH=6" - - — ' _� ' / ' I N I � � � �� CO se.w�I ` ��m 'fix '! 'tn(c � , i , � / I� I� ( Y Z z J.� -(10) �� .--maw --�- W.= �. ` `� I I I e�co�u6�e� of : ,Et , � Ae I ! Il� as+ S GRASS LINED SWALE <T R! I 7or ctaN �YOYRj. �:p.64°A-� 861.! 1�� 24 �()•11: -/� o ..l ! ,�'� r LLTA OF W �•1136 I 3 „+00 I I \Irk�Q\ � *2 V 14 I 13 I 12 I 11 1'� orA _I ► i i t i r t>x ! . ` , � � 6 / ��`� Y'@ y J Z c41BB / 31X i 2.7S 1 i.__ c P Q �,�a t6F p i .� L� n,- n '' Q 00°7-�z60ts°�'. 'a, MAT. /\ .• '31 Yq .G/[/e • [E w GRADING NOTES /' 1.o� �,:�°`'` I I 17 Tao I j� - i A ' Chnstoph.r RNGIlgan 1 I CC m 1 THE I ATFST EDITION OF THE ROAD A BPIDGY STAN:ARDS OF THE VTPGI\iA DEPARTMENT ` Y'6 I I ••LS'i I r '-',-SADDLE j ( o3,6)T I C .� OF IHANSPUHIAIILNJ SPEC111CA,10NS SHALL GUVLHI iIL MAILHIAL AND CUNSTPUCI:UI, 25 I I CONNE. ON �'I •9..A °� 5+4 J 0 Q METHODS OF THIS PROJECT. .I L _ 1{ I 1/8 19 20 21 22 23 24 25/ ) 010l.,I.L+` 0 7. WHERE UNSUITABLE MATFPTAI TS ENCOUNTERED :N-HF ROADWAY. IT SEAR BE RFMOYED I y c(� j` ' FRCM THE ENTIRE ROAD RIGHT-GF-XAY AND REPLACED WHERE NECESSARY HI TH SUITABLE ! /,311 J '' \ -- ��l�v "/ 1 -- 4 . MATERIAL 10 THE SATISFACTION OF THE ENGINEER. -[_- w �\ • ' �_ 3. ALL GROWTH OF TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD t - ' FFTT INTERSECTIONS SHALL 9E REMOVED. i lyry'' _ _ _ ._ - \ F - - - - -- - - - -- _....-- 4. •� ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR -1 ---�EJ I""Tff 6 Iii A � �`/,NU•- / I I\\ �l J --_-- f,�[t J TO THE CONSTRUCTION OF THE Sl10GRADC. I MMM y V 'V • 8 + 11 _ ` __I I_ dj'3�S „j1 A 1 5. DRIVEWAYS TO LOTS WILL NOT BE STEEPER THAN TWENTY (20) PERCENT UNLESS ( 8 y •6P PUbI'•WSN 8\sPo I L_� 8 �- aTV CERTIFIED BY AN ENGINEER THAT THE ORIVEXAY AT THE PROPOSED STEEPNESS WAILS BE - a � oq SAFE AND CONVENIENT FOR VEHICLES (INCLUDING EMERGENCY VEHICLES: TO USE THE - — _ — - - — — — — — — / — _T �-�— — — — -- • _ FILE NUMBER DRIVEWAY, AND SHALL INCLUDE GRADING TRANSITIONS Al THE STREET THAT THE AGENT ._.== e " —_ L F DETERMINES WILL AILOW PASSENGER VEHICLES TO AVOID SCRAPING THE VEHICLE BODY ON / --' - - - — = _ .— _ 8053 THE DRIVEWAY DR THE STREET. ADDITIONALLY. THE DRIVEWAY GRADING SHALL PROVIDE AN - - -a.-' - - - "' -' -' ---- - -- -- ._. AREA IN FRONT CF THE PROPOSED GARAGE. OR AN AREA PROPOSED FOR VEHICLE PARKING • }1 \ n WHERE NO GARAGE IS PROPOSED. THAT IS NOT LESS THAN EIGHTEEN (,B) FEET IN LENGTH ' ` \` / - )1 /, \-' / THAT WILL RF GRADED NO STEEPER THAN EIGHT IB) PERCENT. 142\ \ r-t /14B\ EIOSING 85d•TEE -s \-•(14) II - )) I t- SCALE 1'-30• 6. AN AREA AT LEAST TEN (10) FEET IN RIOTS. OR TO THE LOT LINE IF IT IS LESS RIC NYORNIT ASSOMILY `-I - Page 4 of 14 • THAN TEN (t0) PERCENT THE PORTION OF THE STRUCTURE FACING THE STREET, HAS GRADES \ 0 m �5 9 NO STEEPER THAN TEN (10) PERCENT ADJACENT TO POSSIBLE ENTRANCES TO DWELLINGS THAT 'moo AEI IGROVF STREET 1C+���,.1,1 LANE ; _____ __- HILL NOT BE SERVED BY A STAIRWAY. THIS GRADED AREA ALSO SHALL EXTEND FROM THE 13+11.65 ASHLAR AVENUE I 1 15+66.96 ASHLAR AVENUE SURF d�1 4/8 \ ENTRANCES TO THE DRIVEWAYS OR WALKWAYS CONNECTING THE DWELLING TO THE STREET. ELEV.-68T13 ELEV. 6E9.9. ,\ 1 I 1 9O'INTERSECTN)N ,-/A [ f&D Bituminous Density Client: Project: I� 09-21=16 NG Old Trail Village 71 00066 EAoENUI.,G s RO©_SON.INC. Report Date:9/27/2016 1005 HeatherCroft Circle Old Trail Block 27 Crozet Office Test Method:ASTM D 2950 Crozet,VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 25 9/21/16 Site-Roadway:Fennel Surface 1.5 159.9 SM9.5A/ 150.1 Backscatter 94 92.5/98 963 Khaterzai, Road;station 10+50 ASTM Reshad right lane approximately D2041 3'from center line 26 9/21/16 Site-Roadway:Fennel Surface 1.5 159.9 SM9.5A/ 151.7 Backscatter 95 92.5/98 963 Khaterzai, Road;station 11+00 left ASTM Reshad lane approximately 4' D2041 from center line 27 9/21/16 Site-Roadway:Fennel Surface 1.5 159.9 SM9.5A/ 148.9 Backscatter 93 92.5/98 963 Khaterzai, Road;station 11+50 ASTM Reshad right lane approximately D2041 • 5'from center line 28 9/21/16 Site-Roadway:Fennel Surface 1.5 159.9 SM9.5A/ 150.1 Backscatter 94 92.5/98 963 Khaterzai, Road;station 12+00 left ASTM Reshad lane approximately 3' D2041 from center line • 29 9/21/16 Site-Roadway:Fennel Surface 1.5 159.9 SM9.5A/ 141.4 Backscatter 88 92.5/98 963 Khaterzai, Road;intersection of ASTM Reshad Orion Lane(Area D2041 segregated) 30 9/21/16 Site-Roadway:Orion Surface 1.5 159.9 SM9.5A/ 150.4 Backscatter 94 92.5/98 963 Khaterzai, Lane;Station 14+05 left ASTM Reshad lane-approximately 8' D2041 from center line. 31 9/21/16 Site-Roadway:Orion Surface 1.5 159.9 SM9.5A/ 142.9 Backscatter 89 92.5/98 963 Khaterzai, Lane;intersection of ASTM Reshad Oldham Drive(Area D2041 segregated) • 32 9/21/16 Site-Roadway:Orion Surface 1.5 159.9 SM9.5A/ 148.5 Backscatter 93 92.5/98 963 Khaterzai, Lane;Station 13+00 left ASTM Reshad lane-approximately 10' D2041 from center line. _ 33 9/21/16 Site-Roadway:Orion Surface 1.5 159.9 SM9.5A/ 148.2 Backscatter 93 92.5/98 963 Khaterzai, Lane;Station 12+00 left ASTM Reshad lane-approximately 8' D2041 from center line. Page 5 of 14 f&D Bituminous Density Client: Project: I� 09-21-16 NG Old Trail Village 71 00066 r"""';,, „R°!ERTsZ" "_• Report Date:9/27/2016 1005 HeatherCroft Circle Old Trail Block 27 'a,g ec np S[eaM1ySfrcJUJ Crozet Office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 34 9/21/16 Site-Roadway:Orion Surface 1.5 159.9 5M9.5A/ 141.2 Backscatter 88 92.5/98 963 Khaterzai, Lane;Station 11+00 left ASTM Reshad lane-approximately 13' D2041 from center line.(Area segregated) 35 9/21/16 Site-Roadway:Orion Surface 1.5 159.9 SM9.5A/ 150.4 Backscatter▪ 94 92.5/98 963 Khaterzai, Lane;Station 13+50 ASTM Reshad right lane- D2041 approximately 5'from center line. 36 9/21/16 Site-Roadway:Orion Surface 1.5 159.9 SM9.5A/ 151.0 Backscatter• 94 92.5/98 963 Khaterzai, Lane;Station 12+50 ASTM Reshad right lane- D2041 approximately 8'from center line. 37 9/21/16 Site-Roadway:Orion Surface 1.5 159.9 SM9.5A/ 148.9 Backscatter▪ 93 92.5/98 963 Khaterzai, Lane;Station 11+50 ASTM Reshad right lane- D2041 approximately 13'from center line. • 38 9/21/16 Site-Roadway:Orion Surface 1.5 159.9 SM9.5A/ 150.7 Backscatter 94 92.5/98 963 Khaterzai, Lane;Station 10+50 ASTM Reshad right lane- D2041 approximately 8'from center line. Remarks Comments Tests are"Direct Transmission"(Method A)unless probe depth is noted as"Backscatter" Gauge Information Gauge SN Make Model Density Count Moisture Count Standard Count Date Last Calibration Date Calibrated By 963 Troxler 4640 3809 1104 9/21/16 Page 6 of 14 Concrete Placement 09-21-16 DFR Conc fo Report Date:9/27/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Croat,VA22932 Old Trail village 71 00066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Crozet,VA22932 Date: 09/21/2016 Location: Site-Sidewalk Category: Concrete Location Details: Golfview Drive and Bell Grove Street intersection Coverage: Concrete Placement Type: Observation Frequency: Weather: Sunny Air Temp.(deg.F): 66 Personnel: Nance,Jeremy L, Technician Description of Work Completed Work Performed: F&R on site as requested for placement of concrete in sidewalk Tests Performed: Air Slump Cast cylinders • Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No • Page 7 of 14 pp Concrete Placement Client: Project: I Summary Old Trail Village 71 00066 FROEHLING s Ra©Ea�soN_INC. 1005 HeatherCroft Circle Old Trail Block 27 E.a,senrng,ralAry5Irm: 09-21-16 Con Sum Crozet Office Report Date:9/27/2016 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154I Fax:434-823-4764 Placement Date: 9/21/2016 Placement Location: Site-Sidewalk Placement Method: Chute Technician: Nance,Jeremy L Weather: Location Details: Corner of Golfview Drive and Bell Mix Design: BCCURB Specified Strength(psi): 3000 Grove Street intersection Contractor: AG Dillard Supplier: Allied Concrete Load/Cume ' Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 104095 16 332 10912002 8.5/8.5 07:45 EDT 08:30 EDT 09:00 EDT 75 Slump 4-3/4 in. 3.8 80 None 5 4"X 8" Cast Cylinder • Page 8 of 14 Concrete Placement 09-23-16 DFR Conc f&� Report Date:9/27/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71 00066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Crozet,VA 22932 Date: 09/23/2016 Location: Site-Sidewalk Category: Concrete Location Details: 200ft sidewalk on golfview starting across from intersection with belgrove Coverage: Concrete Placement Type: Observation Frequency: Periodic Weather: sunny Air Temp.(deg.F): 70 Personnel: Lawson,Benjamin G,Technician Description of Work Completed Work Performed: Concrete placement for sidewalk. Tests Performed: Air,slump,temp,cast cylinders Cubic Yards Placed: 14.00 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 9 of 14 pp Concrete Placement Client: Project: I Summary Old Trail Village 71U0066 rwoEHLINO s RO©ERTSON.INC. 1005 HeatherCroft Circle Old Trail Block 27 ,n. r•VS.V.,r,.«=�, 09-23-16 Conc Sum Crozet Office Report Date:9/27/2016 Crozet,VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet,VA 22932 Crozet,VA 22932 Phone:434-823-5154 i Fax:434-823-4764 Placement Date: 9/23/2016 Placement Location: Site-Sidewalk Placement Method: Technician: Lawson, Benjamin G Weather: sunny Location Details: 200ft sidewalk on golfview starting Mix Design: BCCURB Specified Strength(psi): 3000 across from intersection with belgrove Contractor: ag Dillard Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 104397 17 326 '10912052 8.5/8.5 07:53 EDT 08:54 EDT 09:20 EDT 87 Slump 2-3/4 in. 4.1 81 70 None 5 4"X 8" Cast Cylinder Placement Date: 9/23/2016 Placement Location: Site-Sidewalk Placement Method: Chute Technician: Lawson,Benjamin G • Weather: sunny Location Details: 200ft sidewalk on golfview starting Mix Design: BCCURB Specified Strength(psi): 3000 across from intersection with belgrove . Contractor: ag Dillard Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 104398 7 326 10912062' 5.5/5.5 10:13 EDT 10:45 EDT' 11:09 EDT r 56 70 None Batch Log Page 10 of 14 fpConcrete Sample Pickup 09-23-16 DFR Conc Puck OAR ASTM C3, Report Date:9/27/2016 Crozet Office Client: Project 6181 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 7100066 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Driee Cromt,VA22932 Date: 09/23/2016 Location: Site-Sidewalk Category: Concrete Location Details: 1 Oft sidewalk at intersection of golfview and beigrove Coverage: Sample Pickup Type: Sample Retrieval(Only) Frequency: Weather: sunny Air Temperature(deg.F):70 Personnel: Lawson,Benjamin G,Technician Description of Work Completed Work Performed: Cylinder pickup Number of Sets Collected: 1 Condition of Specimens: Found as Cast Initial Curing: Protected Min/Max Temp.Recorded: No Determination: As Specified Discrepancy Recorded?: No Page 11 of 14 Concrete Placement 09-26-16 DFR f0 Report Date:9/27/2016 • Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71 00066 Phone:434-823-5154 1005 IieatherCroft Circle Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf DrKe Crozet,VA 22932 Date: 09/26/2016 Location: Site-Sidewalk Category. Concrete Location Details: Golfview Drive Coverage: Concrete Placement Type: Observation Frequency Weather: Foggy Air Temp.(deg.F): 62 Personnel: Nance,Jeremy L,Technician Description of Work Completed Work Performed: F&R on site as requested for placement of concrete in sidewalk Tests Performed: Air Slump Cast cylinders Cubic Yards Placed: 8.50 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 12 of 14 �p Concrete Placement Client: Project: �`� Summary Old Trail Village 71 00066 a,so1.,,NC. 1005 HeatherCroft Circle Old Trail Block 27 `--s'=,enas=d,�ry..«:89: 09-26-16 Conc Sum Crozet Office Report Date:9/27/2016 Crozet,VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet VA 22932 Phone.434-823-5154 I Fax:434-823-4764 Placement Date: 9/26/2016 Placement Location: Site-Sidewalk Placement Method: Chute Technician: Nance,Jeremy L Weather: Location Details: Golfview Drive Mix Design: BCCURB Specified Strength(psi): 3000 Contractor: AG Dillard Supplier: Allied Concrete Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp On-Site Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type 104632 18 332 10912076 8.5/8.5 07:29 EDT 08:08 EDT• 08:47 EDT 78 Slump 5-1/4 in. 4.1. 75 None 5 4"X 8" Cast Cylinder • Page 13 of 14 Concrete Sample Pickup 09-27-16DFR (p 1 Report Date:9/27/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike - Crozet,VA22932 Old Trail Village 71 00066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Dri',e Crozet,VA22932 Date: 09/27/2016 Location: Jobsite Category. Concrete Location Details: Job site Coverage: Sample Pickup Type: Sample Retrieval(Only) Frequency: Weather: Foggy Air Temperature(deg.F):60 Personnel: Nance,Jeremy L, Technician Description of Work Completed Work Performed: Pick-up cylinders Number of Sets Collected: 1 Condition of Specimens: Found as Cast Initial Curing: Protected Min/Max Temp.Recorded: No Determination: As Specified Discrepancy Recorded?: No Page 14 of 14 Com ressive Strength of Concrete CTR Set No 1 p g Report Date:9/2/2016 ��ee`R Test Method:ASTM C 39 Sample:100313 • Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71 00066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 1 Technician: Bailes,William F 'Batched: 07:36 EDT Specimen Size: 4"X 8" Cast By: Bailes,William F Sampled: 08:22 EDT Specimens In Set: 5 Date Cast: 08/24/16 Cast: 08:35 EDT Truck/Ticket#: 331 /10911581 Sampled From: Chute Truck Empty: 09:21 EDT Contractor: Placement Method: Chute Placement Time: 105(min) Location Placement Location: Site-Curb&Gutter Location Details: S side of Golf View Dr/50'E of int W Belgrove. Sample Location/Notes: Golf View Dr curb and gutter Batch Log Specifications Supplier: Allied Concrete Mix Design: A3 Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 3-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 70 Concrete Temp(F): 78(ASTM C1064) Air Content: 4.5(ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 1-1 7 08/31/16 1/6 4.00 12.57 40,000 3,180 3 A N 1-2 28 09/21/16 1/27 1-3 28 09/21/16 1/27 1-4 28 09/21/16 1 /27 1-5 56 H 10/19/16 1 /55 Test Age Average Strengths(psi):7 Day-3180 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) General Remarks Mix:A3 curb mix /N r n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 r� Comressive Stren th of Concrete CTR Set No 3 o p g Report Date:9/27/2016 R Test Method:ASTM C 39 Sample:100914 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71U0066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 3 Technician: Bailes,William F Batched: 08:06 EDT Specimen Size: 4"X 8" Cast By: Bailes,William F Sampled: 08:55 EDT Specimens In Set: 5 Date Cast: 08/26/16 Cast: 09:10 EDT Truck/Ticket#: 341 /10911642 Sampled From: Chute Truck Empty: 09:36 EDT Contractor: Placement Method: Chute Placement Time: 90(min) Location Placement Location: Site-Curb&Gutter Location Details: First RT off Ashlar.3 storm drains on Ift and one on RT.Approx 50'ofcurb at end of Street(Golfview) Sample Location/Notes: 1st storm drain on Ift off Ashlar Batch Log Specifications Supplier: Allied Concrete Mix Design: A-3 Strength: 3000(psi) On-Site Admixtures: 10.00 Gal Water Field Measurements Weather: Sunny Consistency: Slump Plastic Unit Weight: Air Temperature(F): 74 Concrete Temp(F): 86(ASTM C1064) Air Content: 5.8(ASTM C231) Load Volume: 8.5(yd3) Standard Cure • Field Cure Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 3-1 7 09/02/16 1/6 4.00 12.57 35,500 2,820 3 A N 3-2 28 09/23/16 1/27 • 4.00 12.57 48,000 3,820 2 P N 3-3 28 09/23/16 1 /27 4.00 12.57 47,500 3,780 2 P N 3-4 28 09/23/16 1/27 4.00 12.57 45,500 3,620 2 P N 3-5 56 H 10/21/16 1/55 Test Age Average Strengths(psi):7 Day-2820,28 Day-3740 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceeds design strength x \ r^ 1171 14 \ rTYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 f&R Com ressive Strength of Concrete CTR Set No 4 p 9 Report Date:9/27/20 4 Test Method:ASTM C 39 Sample:101051 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71U0066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 4 Technician: Nance,Jeremy L Batched: 07:47 EDT Specimen Size: 4"X 8" Cast By: Nance,Jeremy L Sampled: 08:35 EDT Specimens In Set: 5 Date Cast: 08/29/16 Cast: 08:50 EDT Truck/Ticket#: 341/10911665 Sampled From: Chute Truck Empty: 09:00 EDT Contractor: Dillard,Inc/A.G Placement Method: Chute Placement Time: 73(min) Location Placement Location: Site-Curb&Gutter Location Details: See attachment Sample Location/Notes: See attachment Batch Log Specifications Supplier: Allied Concrete Mix Design: BCCURB Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 4-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 68 Concrete Temp(F): 85(ASTM C1064) Air Content: 1.9(ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 , Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 4-1 7 09/05/16 1/6 4.00 12.57 42,000 3,340 2 A N 4-2 28 09/26/16 1/27 4.00 12.57 54,000 4,300 2 P N 4-3 28 09/26/16 1/27 4.00 12.57 52,500 4,180 2 P N 4-4 28 09/26/16 1/27 4.00 12.57 54,500 4,340 2 P N 4-5 56 I-I 10/24/16 1/55 Test Age Average Strengths(psi):7 Day-3340,28 Day-4270 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceeds design strength X /\ I 7 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 � Com D ressive Strength of Concrete CTR Set No 6 O P 9 Report Date:10/4/2016 O`j Test Method:ASTM C 39 Sample: 101534 , Crozet Office Client Project: 6181 Rockfish Gap Turnpike Old Trail Village 71 00066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 6 Technician: Nance,Jeremy L Batched: 07:21 EDT Specimen Size: 4"X 8" Cast By: Nance,Jeremy L Sampled: 08:15 EDT Specimens In Set: 5 Date Cast: 09/01/16 Cast: 08:20 EDT Truck/Ticket#: 327/10911740 Sampled From: Chute Truck Empty: 08:43 EDT Contractor: AG Dillard Placement Method: Chute Placement Time: 82(min) Location Placement Location: Site-Curb&Gutter Location Details: On the comer of Orion Lane and belgrove drive Sample Location/Notes: Comer of Orion Lane and belgrove drive Batch Log Specifications Supplier: Allied Concrete Mix Design: BCCURB Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Clear Slump(in): 5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 69 Concrete Temp(F): 85(ASTM C1064) Air Content: 4.3(ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 6-1 7 09/08/16 1/6 4.00 12.57 48,000 3,820 2 A N 6-2 28 09/29/16 1/27 4.00 12.57 64,000 5,090 3 P N 6-3 28 09/29/16 1 /27 4.00 12.57 62,500 4,970 3 P N 6-4 28 09/29/16 1/27 4.00 12.57 61,000 4,850 3 P N 6-5 56 H 10/27/16 1/55 Test Age Average Strengths(psi):7 Day-3820,28 Day-4970 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. - N: Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceedsdesign strength I i\ii\ „„ r x \ rrl TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 ID Compressive Strength of Concrete e:1 0/17/2016 Set No 8 Report Date:Test Method:ASTM C 39 Sample:101745 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71U0066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 8 Technician: Nance,Jeremy L Batched: 10:32 EDT Specimen Size: 4"X 8" Cast By: Nance,Jeremy L Sampled: 11:15 EDT Specimens In Set: 5 Date Cast: 09/02/16 Cast: 11:29 EDT Truck/Ticket#: . 334/10911766 Sampled From: Chute Truck Empty: 11:36 EDT - Contractor: AG Dillard Placement Method: Curb Machine Placement Time: 64(min) Location Placement Location: Site-Curb&Gutter Location Details: The corner of Birch Drive and Bell Grove Street Sample Location I Notes: Corner of Birch Drive Batch Log Specifications Supplier: Allied Concrete Mix Design: BCCURB• Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 4(ASTM C143) Plastic Unit Weight: Air Temperature(F): Concrete Temp(F): 85(ASTM C1064) Air Content: 4.7(ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 8-1 7 09/09/16 4/3 4.00 12.57 50,500 4,020 2 A N 8-2 28 09/30/16 4/24 4.00 12.57 62,500 4,970 2 P N 8-3 28 09/30/16 4/24 4.00 12.57 65,500 5,210 2 P N 8-4 28 09/30/16 4/24 4.00 12.57 66,500 5,290 2 P N _ 8-5 56 I-I 10/28/16 4/52 _ . Test Age Average Strengths(psi):7 Day-4020,28 Day-5160 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) P:Compressive strengthmeets/exceeds design strength \lik r x '\ \ r n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 Com ressive Strength of Concrete e:1 Set No 6 OO p g Report Date: 0/17/201 �aI' Test Method:ASTM C 39 Sample: 101745 Crozet Office Client: Project: ' 6181 Rockfish Gap Turnpike Old Trail Village 71 00066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 8 Technician: Nance,Jeremy L Batched: 10:32 EDT Specimen Size: 4"X 8" Cast By: Nance,Jeremy L Sampled: 11:15 EDT Specimens In Set: 5 Date Cast: 09/02/16 Cast: 11:29 EDT Truck/Ticket#: 334/10911766 Sampled From: Chute Truck Empty: 11:36 EDT Contractor: AG Dillard Placement Method: Curb Machine Placement Time: 64(min) Location Placement Location: Site-Curb&Gutter Location Details: The corner of Birch Drive and Bell Grove Street Sample Location/Notes: Corner of Birch Drive Batch Log Specifications Supplier: Allied Concrete Mix Design: BCCURB Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 4(ASTM C143) Plastic Unit Weight: Air Temperature(F): Concrete Temp(F): 85(ASTM C1064) Air Content: 4.7(ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in') (lbs) (psi) Type Remark Method 8-1 7 09/09/16 4/3 4.00 12.57 50,500 4,020 2 A N 8-2 28 09/30/16 4/24 4.00 12.57 62,500 4,970 2 P N 8-3 28 09/30/16 4/24 4.00 12.57 65,500 5,210 2 P N 8-4 28 09/30/16 4/24 4.00 12.57 66,500 5,290 2 P N 8-5 56 H 10/28/16 4/52 Test Age Average Strengths(psi):7 Day-4020,28 Day-5160 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceeds design strength x1i\ \ r n Ykt\ \ rTYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 O Compressive Strength of Concrete CTR Set No 9 f�� P 9 Report Date: R10/17/2016o 9 Test Method:ASTM C 39 Sample: 102865 , Crozet Office Client: Project: '. 6181 Rockfish Gap Turnpike Old Trail Village 71S0305 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Blocks 12&15 Phase 1 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 9 Technician: Khaterzai,Reshad Batched: 08:49 EDT Specimen Size: 4"X 8" Cast By: Khaterzai,Reshad Sampled: 09:35 EDT Specimens In Set: 5 Date Cast: 09/13/16 Cast: 09:50 EDT Truck/Ticket#: 327/10911867 Sampled From: Chute Truck Empty: 10:10 EDT Contractor: AG Dillard Placement Method: Chute Placement Time: 81 (min) Location Placement Location: Site-Sidewalk Location Details: Intersection of Glen Valley Drive and Claremont Lane;94'long on Glen Valley Drive. Sample Location/Notes: Intersection of Glen Valley Drive and Claremont Lane;94'long on Glen Valley Drive. Batch Log Specifications Supplier: Allied Concrete Strength: 3000(psi) On-Site Admixtures: 5.00 Gal Water Field Measurements Weather: Clear Slump(in): 4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 75 Concrete Temp(F): 81 (ASTM C1064) Air Content: 5.2(ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 9-1 7 09/20/16 1/6 4.00 12.57 39,000 3,100 3 A N 9-2 28 10/11/16 1/27 4.00 12.57 54,000 4,300 2 P N 9-3 28 10/11/16 1/27 4.00 12.57 55,000 4,380 2 P N 9-4 28 10/11/16 1/27 4.00 12.57 54,000 4,300 2 P N 9-5 56 H 11/08/16 1 /55 Test Age Average Strengths(psi):7 Day-3100,28 Day-4320 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceeds design strength x \ r^ W\ \ r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 f&K Comp Compressive Strength of Concrete CTR Set No 10 h 9 Report Date:10/17/2016 Test Method:ASTM C 39 Sample: 102291 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71U0066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 10 Technician: Nance,Jeremy L Batched: 08:32 EDT Specimen Size: 4"X 8" Cast By: Nance,Jeremy L Sampled: 09:17 EDT Specimens In Set: 5 Date Cast: 09/09/16 Cast: 09:27 EDT Truck/Ticket#: 332/10911855 Sampled From: Chute Truck Empty: 09:57 EDT Contractor: AG Dillard Placement Method: Chute Placement Time: 85(min) Location Placement Location: Site-Curb&Gutter Location Details: Southwest corner of Belgrove Street • Sample Location/Notes: Southwest corner of Belgrove Street Batch Log Specifications Supplier: Allied Concrete Mix Design: BCCURB Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 78 Concrete Temp(F): 85(ASTM C1064) Air Content: 6.4(ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 10-1 7 09/16/16 3/4 4.00 12.57 43,500 3,460 2 A N 10-2 28 10/07/16 3/25 4.00 12.57 60,000 4,770 2 P N 10-3 28 10/07/16 3/25 4.00 12.57 64,000 5,090 3 P N 10-4 28 10/07/16 3/25 4.00 12.57 60,500 4,810 3 P N 10-5 56 H 11/04/16 3/53 Test Age Average Strengths(psi):7 Day-3460,28 Day-4890 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceedsdesign strength x \ r, In i\ \ rTYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 Com ressive Stren th of Concrete CTR Set No 11 p g Report Date:10/17/2016 lD Test Method:ASTM C 39 Sample:102497 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71U0066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 11 Technician: Nance,Jeremy L Batched: 08:12 EDT Specimen Size: 4"X 8" Cast By: Nance,Jeremy L Sampled: 09:10 EDT Specimens In Set: 5 Date Cast: 09/12/16 Cast: 09:20 EDT Truck/Ticket#: 331/11104476 Sampled From: Chute Truck Empty: 09:50 EDT Contractor: AG Dillard Placement Method: Chute Placement Time: 98(min) Location Placement Location: Site-Sidewalk Location Details: Orion dr Sample Location/Notes: Orion dr.....Sidwalk Batch Log Specifications Supplier: Allied Concrete Mix Design: BCCURB • Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 61 Concrete Temp(F): 80(ASTM C1064) Air Content: 6.2(ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 11-1 7 09/19/16 1/6 4.00 12.57 44,000 3,500 2 A N 11-2 28 10/10/16 1/27 4.00 12.57 54,500 4,340 2 P N 11-3 28 10/10/16 1/27 4.00 12.57 56,500 4,500 2 P N 11-4 28 10/10/16 1/27 4.00 12.57 57,000 4,540 2 P N 11-5 56 H 11/07/16 1/55 Test Age Average Strengths(psi):7 Day-3500,28 Day-4460 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceeds design strength . �x \ r. \ ' n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 raCompressive Stren th of Concrete CTR Set No 13 oo I' 9 Report Date:10/20/2016 R Test Method:ASTM C 39 Sample:103311 • ' Crozet Office Client: Project: ' 6181 Rockfish Gap Turnpike Old Trail Village 71 00066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 • Sample Details • Set#: 13 Technician: Khaterzai,Reshad Batched: 07:59 EDT Specimen Size: 4"X 8" Cast By: Khaterzai,Reshad Sampled: 09:00 EDT Specimens In Set: 5 Date Cast: 09/15/16 Cast: 09:15 EDT Truck/Ticket#: 268/10911927 Sampled From: Chute Truck Empty: 09:25 EDT Contractor: AG Dillard Placement Method: Chute Placement Time: 86(min) Location Placement Location: Site-Sidewalk Location Details: Orion Lane;left side from station 12+00 to station 13+00 Sample Location/Notes: Orion Lane;left side from station 12+00 to station 13+00 Batch Log Specifications Supplier: Allied Concrete Strength: 3000(psi) On-Site Admixtures: 12.00 Gal Water Field Measurements Weather: Clear Slump(in): 4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 70 Concrete Temp(F): 80(ASTM C1064) Air Content: 5.5(ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure • Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 ' Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 13-1 7 09/22/16 2/5 4.00 12.57 41,000 3,260 3 A N 13-2 28 10/13/16 2/26 4.00 12.57 55,500 4,420 3 P N 13-3 28 10/13/16 2/26 4.00 12.57 54,000 4,300 2 P N 13-4 28 10/13/16 2/26 4.00 12.57 55,000 4,380 2 P N 13-5 56 H 11/10/16 2/54 Test Age Average Strengths(psi):7 Day-3260,28 Day-4360 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceeds design strength A\\ \ r x \ r Jn TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 10 Compressive Strength of Concrete CTR Set No 14 p g Report Date:10/20/2016 Test Method:ASTM C 39 Sample:103471 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71U0066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 14 Technician: Pappas,John Batched: 07:36 EDT Specimen Size: 4"X 8" Cast By: Pappas,John Sampled: 08:55 EDT Specimens In Set: 5 Date Cast: 09/16/16 Cast: 09:05 EDT Truck/Ticket#: 341 /10911952 Sampled From: Chute Truck Empty: 09:30 EDT Contractor: AG Dillard Placement Method: Chute Placement Time: 114(min) Location Placement Location: Site-Sidewalk Location Details: Lots 9 and 5 Orion Drive Sample Location I Notes: 09:30 Batch Log Specifications Supplier: Allied Concrete Mix Design: A-3 Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: cloudy/rain Slump(in): 4-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 73 Concrete Temp(F): 84(ASTM C1064) Air Content: 5.8(ASTM C231) Load Volume: 8(yd3) Standard Cure Field Cure Lab Test Results Testing Lab:Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 14-1 7 09/23/16 3/4 4.00 12.57 40,500 3,220 3 A N 14-2 28 10/14/16 3/25 4.00 12.57 51,500 4,100 2 P N 14-3 28 10/14/16 3/25 4.00 12.57 51,000 4,060 2 P N 14-4 28 10/14/16 3/25 4.00 12.57 52,000 4,140 2 P N 14-5 56 H 11/11/16 3/53 Test Age Average Strengths(psi):7 Day-3220,28 Day-4100 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceeds design strength x 1 t\ \\ \ r 11 n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 Com ressive Stren th of Concrete CTR Set No 15 p Report Date:10/20/2016 Test Method:ASTM C 39 Sample:103943 ' Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71 00066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 15 Technician: Hoskin,Jeffrey Batched: 07:46 EDT Specimen Size: 4"X 8" Cast By: Hoskin,Jeffrey Sampled: 08:15 EDT Specimens In Set: 5 Date Cast: 09/20/16 Cast: 08:20 EDT Truck/Ticket#: 327/1980 Sampled From: Chute Truck Empty: 09:15 EDT Contractor: Dillard Placement Method: Chute Placement Time: 89(min) Location Placement Location: Site-Sidewalk Location Details: South side walk Sample Location/Notes: South sidewalk Batch Log Specifications Supplier: Allied Concrete Mix Design: A-3 Strength: 3000(psi) Plant: Waynesboro On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 5-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 75 Concrete Temp(F): 84(ASTM C1064) Air Content: 6.0(ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 15-1 7 09/27/16 1/6 4.00 12.57 39,000 3,100 2 A N 15-2 28 10/18/16 1/27 4.00 12.57 53,000 4,220 2 P N 15-3 28 10/18/16 1/27 4.00 12.57 54,000 4,300 2 P N 15-4 28 10/18/16 1 /27 4.00 12.57 54,500 4,340 2 P N 15-5 56 11/15/16 1 /55 Test Age Average Strengths(psi):7 Day-3100,28 Day-4280 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceeds design strength X /\ jy4 \ / TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 • 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 � Comressive Strength of Concrete CTR Set No 16 p 9 Report Date:10/20/2016 O� Test Method:ASTM C 39 Sample:104095 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71U0066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 16 Technician: Nance,Jeremy L Batched: 07:45 EDT Specimen Size: 4"X 8" Cast By: Nance,Jeremy L Sampled: 08:40 EDT Specimens In Set: 5 Date Cast: 09/21/16 Cast: 08:48 EDT Truck/Ticket#: 332/10912002 Sampled From: Chute Truck Empty: 09:00 EDT Contractor: AG Dillard Placement Method: Chute Placement Time: 75(min) Location Placement Location: Site-Sidewalk Location Details: Corner of Golfview Drive and Bell Grove Street intersection Sample Location!Notes: Intersection of Golfview Drive and Bell Grove Street • , Batch Log Specifications Supplier: Allied Concrete Mix Design: BCCURB , Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Slump(in): 4-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): Concrete Temp(F): 80(ASTM C1064) Air Content: 3.8(ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure Lab Test Results , Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 16-1 7 09/28/16 2/5 4.00 12.57 47,000 3,740 2 A N 16-2 28 10/19/16 2/26 4.00 12.57 62,000 4,930 2 P N 16-3 28 10/19/16 2/26 4.00 12.57 65,000 5,170 2 P N 16-4 28 10/19/16 2/26 4.00 12.57 63,000 5,010 2 P N 16-5 56 H 11/16/16 2/54 Test Age Average Strengths(psi):7 Day-3740,28 Day-5040 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceeds design strength x1 \ \ rrl TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 rgComressive Stren th of Concrete Test Method:ASTM C 39 CTR Set No 17 oo`R p 9 Report Date:10/27/2016 Sample: 104397 ' Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71U0066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 17 Technician: Lawson,Benjamin G Batched: 07:53 EDT Specimen Size: 4"X 8" Cast By: Lawson,Benjamin G Sampled: 09:00 EDT Specimens In Set: 5 Date Cast: 09/23/16 Cast: 09:15 EDT Truck/Ticket#: 326/10912052 Sampled From: Chute Truck Empty: 09:20 EDT Contractor: ag Dillard Placement Method: Placement Time: 87(min) Location Placement Location: Site-Sidewalk Location Details: 200ft sidewalk on golfview starting across from intersection with belgrove Sample Location/Notes: On golfview across from intersection with belgrove Batch Log Specifications Supplier: Allied Concrete Mix Design: BCCURB Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: sunny Slump(in): 2-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 70 Concrete Temp(F): 81(ASTM C1064) Air Content: 4.1 (ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 " Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 17-1 7 09/30/16 3/4 4.00 12.57 40,000 3,180 2 P N 17-2 28 10/21/16 3/25 4.00 / 12.57 58,500 4,650 2 P N 17-3 28 10/21/16 3/25 4.00 12.57 56,500 4,500 2 P N 17-4 28 10/21/16 3/25 4.00 12.57 57,500 4,570 2 P N 17-5 56 11/18/16 3/53 Test Age Average Strengths(psi):7 Day-3180,28 Day-4570 Break Remarks Capping Methods P:Compressive strength meets/exceeds design strength N: Unbonded Caps(ASTM C1231) X ^ \ 1 n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 Com ressive Strength of Concrete CTR Set No 18 p J Report Date:10/27/2016 �aOO`R Test Method:ASTM C 39 Sample:104632 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71 00066 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Block 27 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 18 Technician: Nance,Jeremy L Batched: 07:29 EDT Specimen Size: 4"X 8" Cast By: Nance,Jeremy L Sampled: 08:10 EDT Specimens In Set: 5 Date Cast: 09/26/16 Cast: 08:21 EDT Truck!Ticket#: 332/10912076 Sampled From: Chute Truck Empty: 08:47 EDT Contractor: AG Dillard Placement Method: Chute Placement Time: 78(min) Location Placement Location: Site-Sidewalk Location Details: Golfview Drive Sample Location/Notes: On sidewalk close to placement of concrete Batch Log Specifications Supplier: Allied Concrete Mix Design: BCCURB Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Slump(in): 5-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): Concrete Temp(F): 75(ASTM C1064) Air Content: 4.1 (ASTM C231) Load Volume: 8.5(yd3) Standard Cure Field Cure Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 _ Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 18-1 7 10/03/16 1/6 4.00 12.57 43,000 3,420 2 A N 18-2 28 10/24/16 1/27 4.00 12.57 59,500 4,730 2 P N 18-3 28 10/24/16 1/27 4.00 12.57 56,500 4,500 2 P N 18-4 28 10/24/16 1/27 4.00 12.57 57,000 4,540 2 P N 18-5 56 H 11/21/16 1/55 Test Age Average Strengths(psi):7 Day-3420,28 Day-4590 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceedsdesign strength x '\ \ r rl TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 Asphalt Placement 09-13-16 DFR F&R FROENLiNO S ROSECTSON,INC. Crozet Office Client: Project • - 6181 Rockfish Gap Turnpike Crozet,VA22932 • Old Trail Village 71U0066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Drive Crozet,VA22932 Date: 09/13/2016 Location: Road-Driving Lane Category: Asphalt Location Details: Orion Lane,Golf View Drive,Oldham Drive,and Fennel Road Coverage: Asphalt Placement Air Temp.(deg.F): 90 Submitted By: Khaterzai,Reshad Inspector Title:Technician Paving Start Time(EST): 09:30 Paving End Time(EST): 18:00 Equipment Smooth Drum roller Type/Quantity. Labor Type/Quantity: N/A Asphalt Contractor: SL Willaims Asphalt Supplier: SL Williams Work Description: Asphalt Placement of Orion Lane Tests Performed: Moisture-Density Tests Courses Placed: Base Observations: Contractor elected to place asphalt at the above mentioned location. Compacted crushed stone subbase was observed by proofroll at the above mentioned location. The proofroll was performed by observing a loaded tandem-axle dump truck dirve slowly across the subbase stone and noting the response of the surficial stone. In general,the soils at the proofrolled area appeared stable,with no observable pumping or rutting. Base temperature was observed to be approximately 99°F. Asphalt mix VDOT BM25.0 arrived onsite at about 282 to 292°F. Asphalt paving compaction was performed using vibratory smooth drum rollers and plate tamper(see attached bituminous nuclear density results for further detail). Asphalt layers placed was observed to be about 2.5 to 4 inches. We did not observe the contractor utilize a finishing equipment of the Asphalt placed. The asphalt placed was observed to be in accordance with project plans and specifications of 92 percent compaction of the RICE value given. Base Course Sunuary Mix ID Subbase/Surface Condition(Pre-Placement) Tack Coat Quantity Required Roller Pattern Applied Placed Thickness (tons) (in.) BM-25.0 VDOT 21A Yes 2.5 3V:2S Mix ID Required Marshall Marshall/Rice Sample(s) Samples No.of Samples Compaction(%) (pcf)/Rice Value Provided By Taken• Performed By BM-25.0 91.5 163.100 Supplier No Base Course Temperature Log Time(EST) Base Temp.(deg F) Laydown Temp.(deg F) 100 282 Page 3 of 17 F&R Asphalt Placement 09-13-16DFR Crozet Office Client: Project 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail'1llage 71U0066 Phone:434-8235154 1005 HeatherCroft Cirde Old Trail Blod<27 Fax 434-823-4764 Cromt,VA22932 Golf Drive Crozet,VA22932 Determination: As Specified Page 4 of 17 r Bituminous Density Client: Project: I� 09-13-16 NG Old Trail Village 71 00066 FAoEHL,Na6 ROBERTSON.INO_ Report Date:9/21/2016 1005 HeatherCroft Circle Old Trail Block 27 .Mn.,„tam,,y.«,.. Crozet Office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-51541 Fax:434-823-4764 Test Results Max Wet Max In Place - Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 1 9/13/16 Site-Roadway:Fennel Base BM 25A 2.5 163.1 BM25 154.1 Backscatter 94 92/102 963 Khaterzai, Road;station 10+50 Redhill/ Reshad right lane approximately ASTM 3'from center line. D2041 2 9/13/16 Site-Roadway:Fennel Base BM 25A 2.5 163.1 BM25 154.2 Backscatter 95 92/102 963 Khaterzai, Road;station 11+00 left Redhill/ Reshad lane approximately 4' ASTM from center line. D2041 3 9/13/16 Site-Roadway:Fennel Base BM 25A 2.5 163.1 BM25 151.0 Backscatter 93 92/102 963 Khaterzai, Road;station 11+50 Redhill/ Reshad right lane approximately ASTM 5'from center line. D2041 4 9/13/16 Site-Roadway:Fennel Base BM 25A 2.5 163.1 BM25 154.2 Backscatter 95 92/102 963 Khaterzai, Road;station 12+00 left Redhill/ Reshad lane approximately 5' ASTM from center line. D2041 5 9/13/16 Site-Roadway:Fennel Base BM 25A 2.5 163.1 BM25 152.9 Backscatter 94 92/102 963 Khaterzai, Road;station 12+50 Redhill/ Reshad right lane approximately ASTM 5'from center line. D2041 6 9/13/16 Site-Roadway:Oldham Base BM 25A 2.5 163.1 BM25 150.2 Backscatter 92 92/102 963 Khaterzai, Drive;station 10+20 Redhill/ Reshad right lane approximately ASTM 5'from center line. D2041 7 9/13/16 Site-Roadway:Oldham Base BM 25A 2.5 163.1 BM25 151.0 Backscatter 93 92/102 963 Khaterzai, Drive;station 11+00 left Redhill/ Reshad lane approximately 3' ASTM from center line. _ D2041 8 9/13/16 Site-Roadway:Oldham Base BM 25A 2.5 163.1 BM25 151.0 Backscatter 93 92/102 963 Khaterzai, Drive;station 11+80 Redhill/ Reshad right lane approximately ASTM 4'from center line. D2041 9 9/13/16 Site-Roadway:Oldham Base BM 25A 2.5 163.1 BM25 150.5 Backscatter 92 92/102 963 Khaterzai, Drive;station 12+30 left Redhill/ Reshad lane approximately 3' ASTM from center line. D2041 Page 5 of 17 /sn Bituminous Density Client: Project: r K 09-13-16 NG Old Trail Village 71U0066 ""'",":=s.aaaER,so:--c_ Report Date:9/21/2016 1005 HeatherCroft Circle Old Trail Block 27 �,.M�,�,�sroa.,�s�n,s� Crozet Office Test Method:ASTM D 2950 Crozet,VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet,VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 10 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 153.4 Backscatter 94 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad • 21+15 right lane ASTM approximately 3'from D2041 center line. _ 11 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 151.1 Backscatter 93 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 21+651eft lane ASTM approximately 8'from D2041 center line. 12 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 156.3 Backscatter 96 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 22+20 right lane ASTM approximately 8'from D2041 • center line. _ 13 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 153.9 Backscatter 94 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 22+75 left lane ASTM approximately 10'from D2041 center line. 14 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 151.9 Backscatter 93 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 23+35 left lane ASTM approximately 10'from D2041 center line. 15 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 155.1 Backscatter 95 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 23+85 right lane ASTM approximately 5'from D2041 center line. — 16 9/13/16 Site-Roadway:Golf Base BM 25A 3 163.1 BM25 150.9 Backscatter 93 92/102 963 Khaterzai, View Drive;station Redhill/ Reshad 24+10 left lane ASTM approximately 4'from D2041 center line. Page 6 of 17 rst Bituminous Density Client: Project: I� 09-13-16 NG Old Trail Village 71 00066 raoENI-INC 6 RaC-_sCIN,INC. Report Date:9/21/2016 1005 HeatherCroft Circle Old Trail Block 27 fognan,C.14NVNe MI Crozet Office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Test Results ' Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 17 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 155.6 Backscatter 95 92/102 963 Khaterzai, Lane;station 14+35 left Redhill/ Reshad lane approximately 8' ASTM from center line. D2041 18 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 150.8 Backscatter 92 92/102 963 Khaterzai, Lane;station 13+75 Redhill/ Reshad right lane approximately ASTM 8'from center line. D2041 19 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 156.9 Backscatter 96 92/102 • 963 Khaterzai, Lane;station 13+15 left Redhill/ Reshad lane approximately 5' ASTM from center line. D2041 20 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 150.2 Backscatter 92 92/102 963 Khaterzai, Lane;station 12+65 Redhill/ Reshad right lane approximately ASTM 5'from center line. D2041 21 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 151.0 Backscatter 93 92/102 963 Khaterzai, Lane;station 12+10 left Redhill/ Reshad lane approximately 7' ASTM from center line. D2041 22 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 150.1 Backscatter 92 92/102 963 Khaterzai, Lane;station 11+50 Redhill/ Reshad right lane approximately ASTM 6'from center line. D2041 23 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 149.9 Backscatter 92 92/102 963 Khaterzai, Lane;station 11+00 left Redhill/ Reshad lane approximately 5' ASTM from center line. D2041 24 9/13/16 Site-Roadway:Orion Base BM 25A 4 163.1 BM25 150.0 Backscatter 92 92/102 963 Khaterzai, Lane;station 10+75 Redhill/ Reshad right left approximately ASTM 5'from center line. D2041 Remarks Comments Tests are"Direct Transmission"(Method A)unless probe depth is noted as"Backscatter" Page 7 of 17 f&D Bituminous Density Client: Project: 09-13-16 NG Old Trail Village 71 00066 EREtENLINR IS ROBERTSON.INC. Report Date:9/21/2016 1005 HeatherCroft Circle Old Trail Block 27 Eni'nrc,Scodlay 5M cc I BBt Crozet Office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive • 6181 Rockfish Gap Turnpike Crozet,VA 22932 • Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Gauge Information Gauge SN Make Model Density Count Moisture Count Standard Count Date Last Calibration Date Calibrated By 963 Troxler 4640 3821 1115 9/13/16 Page 8 of 17 F&R Asphalt Placement 09-21-16DFR FROESLINO 6 ROBERTSON.0. Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71 00066 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Crozet,VA22932 Golf Dri4e Crozet,VA22932 Date: 09/21/2016 Location: Road-Driving Lane Category: Asphalt Location Details: Orion Lane Fennel Road Coverage: Asphalt Placement Air Temp.(deg.F): 80 Submitted By. Khaterzai, Reshad Inspector Title:Technician Equipment 1 Medium Sized Smooth Roller Compactor Type/Quantity. Labor Type/Quantity: 12 Men Asphalt Contractor: SL Willaims Asphalt Supplier: SL Willaims Work Description: Surface mix asphalt placement. Tests Performed: Moisture-Density Tests Courses Placed: Surface Observations: F&R was notified that the contractor started placing asphaltic concrete on Fennel Road and Orion Lane. We arrived onsite and the contractor finished placement of asphalt on Fennel Road. We performed density testing by Nuclear Methods along Fennel Road using the RICE value provided by the supplier. We could not verify surface thickness. Nuclear Density test number indicated compaction did not meet project requirements(see attached location plan). Aggregate segregation and longitudinal ruts were observed along the finished surface of Fennel Road. We observed the contractor place tack coat along the curbing and base on Orion Lane. The contractor created a means of installation of asphalt that did not allow for a Roller Pattern and Control Strip to be performed,as according to VDOT Road and Bridge Specifications. Nuclear Methods were utilize to test the in place density of the surface mix asphalt utilizing the suppliers RICE value. We observed the finished thickness of surface mix along Orion Lane to be laid in one lift and be approximately 1.5 inches. Base temperature prior to lay-down of asphalt was measured to be about 96°F. The delivery rate of asphalt did not meet the lay-down rate and the contractor waited about 45 min per wave of delivery(approximately 3 to 4 trucks were observed in delivery). We observed aggregate segregation and longitudinal ruts on finished surfaces of Orion Lane. Nuclear Density tests numbers 31 and 34 did not meet compaction requirements and we note that these areas were observe to exhibit surface cracking after rolling. There are areas along Orion Lane that the finished surface was observed to be not compacted completely and did not receive a smooth drum finisher(areas were rough and not smooth). Asphalt placement did not appear to meet finishing requirements and did not meet compaction requirements in the locations mentioned above. Asphalt thickness was observed to be placed at 1.5 inches and,in general,was observed to be in accordance with project specifications. Surface Course Summary 1 Mix ID Subbase/Surface Condition(Pre-Placement) Tack Coat Quantity Required Roller Pattern Applied Placed Thickness (tons) (in.) SM-9.5A base coarse dirty,uncleaned prior to placement Yes 1.5 Sporadic,did not Red Hill maintain • Quarry consistent roller • pattern Mix ID Required Marshall Marshall/Rice Sample(s) Samples No.of Samples Compaction(%) (pcf)/Rice Value Provided By: Taken Performed By: Page 1 of 5 F&R Asphalt Placement 09-21-16DFR q e p mr,yW.e fYe. Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71 00066 - Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Block 27 Fax 434-823-4764 Cromt,VA22932 Golf Drke Croat,VA22932 SM-9.5A Red Hill I 91.5 159.900 Supplier I Yes I Supplier I Quarry Determination: As Specified See 20160927111758934.pdf in the documents section at the end of this report. 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V g I I I pp. RI •6" FE ' EL Rio;`0: : I I���1•:;iel a+'aNE O >- GRASS LINED SWALE I ` FP°, I — • o _ w — Y I uE• ' °T�` _J a d1' 1 24 dVa1B.�� S �� ..px eCcnaN >) .'d� /,:. 1 ,,... 66T.6 �_.- lam SI wit �,rr�sj�c\67.7 pr. „ I s* I 'j4ta o► f1� z 14 I 13 I 12 I :1'�L�� I °°r" '—� ✓�� 'ii L, � , l 1• �a?` 'I.,� Z GRADING NOTES /,- le'''':0-4:°;;;?.'''''`I‘ II I la 140Chh st capher C./Md/i ka rp1 THE LATEST ETTTTON OF THE ROAD&BRIDGE STANTAR;S ;F IHF V(PAI'(A DEARiMENT ` vL- 0 I I 'yj1� I i�SADOL V01 j'• 201 ,1 a 031612 E, Q Ct 'L-[QI CF IHANSPUHTAI ION SPECIFICATIONS SHALL GOVERN TIt MATERIAL ANU CUIv57PUCT.:Ot. 25\I I I�f iti I 1/� 19• , ON 20 21 22 23 24 I 0 66 ) r -I 0 METHODS CF THIS PROJECT. 1 �''' ,o•.L L"0 0 / \ _ 2. WHERE IA�SUT TABIF MATERIAL IS FNf.DUI.'EAED IN-HE ROADWAY, TT SHALL BE REMOVED _� -'♦� �� .� �� OMFRCM '. THE ENTIRE ROAD RIGHT-CF-NAY AND REPLACED WHERE NECESSARY WITH SUITABLE /13-' / Y' • 1 - MATERIAL TO il¢ SA]ISF ALT 30N OF /HE LN6:NEER. .-•.,. - .� / /}/' .'- -_.- ---- --- ,. T _- �/ • 3. ALL GROWTH OF TREES AND VEGETATION WHICH OBS-RUCT SIGHT DISTANCES AT ROAD _ I . - \ _ - ��F777 __ - -- '�r3,�� / INTERSECTIONS SHA;L 3F REMOVED. _ / 1 - _ _, _ _ _ /�-i / 6� / A. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOLLDER TO SHOULDER PRIOR / �)I� I R - • AVENUE II\\ J { ,� \ ) '0 THE CONSTRUCTION or THE SUBGRApE. �, 8 S �-' 10-7 I I g `� �I�I` � 5. DRIVEWAYS TO LOTS WILL NOT BE STEEPER THAN TWENTY (20) PERCENT UNLESS 1 8 E EXIS}I(1.61'Public R/W ,90,,,..., 1 L aT`^ CERTIFIED BY AN ENGINEER THAT THE DRIVEWAY AT THE PROPOSED STEEPNESS WOULD BE \ II I'. , rJL1 I` SAFE AND CONVENIENT FOR VEHICLES (INCLUDING EMERGENCY VEHICLES: TO USE THE -- = _ -- -� - - - - - - ium- - - - - • — _ FILE NUMBER TA DRIVEWAY. AND SHALL INCLUDE GRADING TRANSITIONS AT THE STREET THAT THE AGENT �_�4-_ - " -� _'ram DETERMINES WIL.1.. ALLOW PASSENGER VEHICLES TO AVOID SCRAPING THE VEHICLE BODY ON I ":'� '— - �� l — —— — __ _ _ 8053 -HE DRIVEWAY OR THE STREET. ACDIT-OVALLY, THE DRIVEWAY GRADING SHALL PROVIDE AN -- - --_ _ � -' •- ....7. T— -- -- _ AREA IN FRONT CF THE PROPOSED GARAGE. OR AN AREA PROPOSED FOR VEHICLE PARKING WHERE NO GARAGE IS PROPOSED. THAT IS NOT LESS THAN EIGHTEEN (18) FEET IN LENGTH I �I / THAT WILL BE GRADED NO STEEPER THAN EIGHT IS) PERCENT. I 142. \ r-v 1 • .� /146\ --- 015104G 6•x6•TFE �14) II — LI I L SCALE f- -30' 6. AN AREA AT LEAST TEN (10) FEET IN WIDTH. OR TO THE LOT LINE IF IT IS LESS RILE HYDRANT ASSEMBLY �� \ (, - Page 3 of 5 THAN TEN (10) PERCENT THE PORTION OF THE STRUCTURE FACING THE STREET. HAS GRADES . ,6 R N ND STEEPER THAN TEN 110) PERCENT ADJACENT TO POSSIBLE ENTRANCES TO DWELLINGS THAT ,D+CC BEILGRCVE STREET ICYOD.00 OR:(1N LANE _ WILL NOT BE SERVED BY A STAIRWAY. THIS GRADED AREA ALSO SHALL EXTEND FROM THE 13.22.85 AGNLAR AVENUE \ ' I ISa66.96 ASHLAR AVOIVE WALL III FEU 4/8 \ ENTRANCES TO THE DRIVEWAYS OR WALKWAYS CONNECTING THE DWELL INS TO THE STREET. 0EV'667I3 // ` 1 9D'NTERSEECT1OA / f&D Bituminous Density Client: Project: I� 09-21-16 NG Old Trail Village 71 00066 rAOEFiLima a a13MCaTs INC. Report Date: 10/20/2016 1005 HeatherCroft Circle Old Trail Block 27 Crozet Office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 25 9/21/16 Site-Roadway:Fennel Surface 1.5 158.5 SMA9.5/ 150.1 Backscatter 95 92.5/98 963 Khaterzai, Road;station 10+50 ASTM Reshad right lane approximately D2041 3'from center line 26 9/21/16 Site-Roadway:Fennel Surface 1.5 158.5 SMA9.5/ 151.7 Backscatter 96 92.5/98 963 Khaterzai, Road;station 11+00left ASTM Reshad lane approximately 4' D2041 from center line 27 9/21/16 Site-Roadway:Fennel Surface 1.5 158.5 SMA9.5/ 148.9 Backscatter 94 92.5/98 963 Khaterzai, Road;station 11+50 ASTM Reshad right lane approximately D2041 5'from center line 28 9/21/16 Site-Roadway:Fennel Surface 1.5 158.5 SMA9.5/ 150.1 Backscatter 95 92.5/98 963 Khaterzai, Road;station 12+00 left ASTM Reshad lane approximately 3' D2041 from center line 29 9/21/16 Site-Roadway:Fennel Surface 1.5 158.5 SMA9.5/ 141.4 Backscatter 89 92.5/98 963 Khaterzai, Road;intersection of ASTM Reshad Orion Lane(Area D2041 segregated) 30 9/21/16 Site-Roadway:Orion Surface 1.5 158.5 SMA9.5/ 150.4 Backscatter 95 92.5/98 963 Khaterzai, Lane;Station 14+05 left ASTM Reshad lane-approximately 8' D2041 from center line. 31 9/21/16 Site-Roadway:Orion Surface 1.5 158.5 SMA9.5/ 142.9 Backscatter 90 92.5/98 963 Khaterzai, Lane;intersection of ASTM Reshad Oldham Drive(Area D2041 segregated) 32 9/21/16 Site-Roadway:Orion Surface 1.5 158.5 SMA9.5/ 148.5 Backscatter 94 92.5/98 963 Khaterzai, Lane;Station 13+00 left ASTM Reshad lane-approximately 10' D2041 from center line. 33 9/21/16 Site-Roadway:Orion Surface 1.5 158.5 SMA9.5/ 148.2 Backscatter 94 92.5/98 963 Khaterzai, Lane;Station 12+00 left ASTM Reshad lane-approximately 8' D2041 . ' from center line. Page 4 of 5 f&R Bituminous Density Client: Project: I� 09-21-16 NG Old Trail Village 71 00066 rwe=HLING IS ROBERTSON_NC. Report Date: 10/20/2016 1005 HeatherCroft Circle Old Trail Block 27 nyecm smnensra:eaz Crozet Office Test Method:ASTM D 2950 Crozet,VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet,VA 22932 Crozet,VA 22932 • Phone:434-823-5154 I Fax:434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 34 9/21/16 Site-Roadway:Orion Surface 1.5 158.5 SMA9.5/ 141.2 Backscatter 89 92.5/98 963 Khaterzai, Lane;Station 11+00 left ASTM Reshad lane-approximately 13' D2041 from center line.(Area segregated) 35 ' 9/21/16 Site-Roadway:Orion Surface 1.5 158.5 SMA9.5/ 150.4 Backscatter 95 92.5/98 963 Khaterzai, Lane;Station 13+50 ASTM Reshad right lane- D2041 approximately 5'from center line. 36 9/21/16 Site-Roadway:Orion Surface 1.5 158.5 SMA9.5/ 151.0 Backscatter 95 92.5/98 963 Khaterzai, Lane;Station 12+50 ASTM Reshad right lane- D2041 approximately 8'from center line. 37 9/21/16 Site-Roadway:Orion Surface 1.5 158.5 SMA9.5/ 148.9 Backscatter 94 92.5/98 963 Khaterzai, Lane;Station 11+50 ASTM Reshad right lane- D2041 approximately 13'from center line. 38 9/21/16 Site-Roadway:Orion Surface 1.5 158.5 SMA9.5/ 150.7 Backscatter 95 92.5/98 963 Khaterzai, Lane;Station 10+50 ASTM Reshad right lane- D2041 approximately 8'from center line. Remarks Comments • Tests are"Direct Transmission"(Method A)unless probe depth is noted as"Backscatter" Gauge Information Gauge SN Make Model Density Count Moisture Count Standard Count Date Last Calibration Date Calibrated By 963 Troxler 4640 3809 1104 9/21/16 Page 5 of 5