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LLARD FIELD
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NO LUMINARIES PLANNED FOR THIS DEVELOPMENT EXCEED1
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HOMES, LT
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D.B. 601 PG. 478 TAX M, P 55 —7OD `r 71 PG.) 3 8 W15D.B. 617 PCB. 519 _ _ _ _ ° r
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pp`tilo 3183 S.F.GENERAL NOTES 866 S.F. ..... ; _ ' -_ _ _
CH MOUNTAIN PROPERTIES LLC.OWNER \DEVELOPER: MAR / \
800 EAST JEFFERSON STREET , / ,24
ARLOTTESWLLE VIRGINIA 22902 al3' ` y 2 S.
BEIGHTS DEVELOPMENT CORPORA 77ON a BA 8
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q s68CH l S LA 284
rs, 66 F.
clo MR. GA YLON BE/GH IS u
TELEPHON E.• 34) 245 -0100 I V t \Y /A1 / z
FAX: (434) 245-0300 / (, \ f '':r• • p y'
2 w CDENGINEER: COLLINS ENGINEERING ( V 0800EASTJEFFERSONS7REET \ Q-VILLE, VA 22902
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toCHARLOTTES
E.• 434- 987 -1631
E -MAIL: Scott*co /lins- enginering.com
CONTACT- MR. SCOTT COLLINS
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YTAXMAPNO.: 055E0- 02- 00 -000A 1 (SAMUEL MILLER MAGISTERIAL DISTRICT) !4;
4, ` ZONING : R -6 (CLUS7ER DEVELOPMENT)
MEDIUM- DENSITY RESIDENTIAL DEVELOPMENT Q5. USE M • • . 9, 0 d'` 5• / \ ^_ `'- p • ,
ACREAGE TOTAL 2.87 +/ AC.
LOT
6 ( TOTAL) . -.. 10 SAP 5 • '' , ° Q \ V .,
S• 2.04 AC. Aw \ . `
ry
25% FOR EN77RE DEVELOPMENT ` ... ' • • y ticoO / ` o 1° y . 9s ` \QJQ 'COMMON AREA: 0.339 AC ( )
0.20 AC. OF RECREA 770NAL AREA W/ 1N/N COMMON AREA) p co w
s
S7RUCTURE SETBACKS & HEIGHTS.
T YARD DEPTH: 25'
lbMIN /MUM SIDE YARD. 10
2 A• S ' t \ J C f /
M/N/MUM FRON , 1 ';' • \ '' Cj . 0' „ 5 /
MINIMUM REAR YARD: 20' \ /
MAX /MUM STRUCTURE HEIGHT* 35 ce
MINIMUM SIDE YARD SETBACK SHALL BE REDUCED FROM 15
w' / \
TO 10' IN ACCORDANCE WIN SECTION 4.11.3 (AMENDED 1-1-83
MINIMUM ACCESSORY STRUCTURE SETBACK: 3 FROM ALLEY / \ \ \ l , . ": /
v / c / z o
AND 6 FROM PROPERTY LINE.S , ' g ' N c
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r 7 MAXIMUM BUILDING HEIGHHEIGHT* 35 / '' -s do LL
g NUMBER OF LOTS. 35 . • _cu `J;
LOTS. SO FAR 175 LOTS HAVE BEEN '
f'.. lo Oj• , LL
FIELD ORIGINALLYY APPROVED WI1N 300 w cQ`p ^ I I f W z
BRING 7NE TOTAL NUMBER OF LD1S AT BALLARD FIELD .' ' ..... .`'. ". ". ".. . .... ! ryo` O `'C rdPLATTED. THIS PLAN WILL ....
Lu
TO 206. '
j I Q z
AVAILABLE ON THE SITESEWER. COUNTY SEWER
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g UTILITIES. /..'. ".'.. ` .` + 0 5 BENCHMARK 1 I L wWATER: COUNTY WATER AVAILABLE ON THE SITE I
P TOP OF BOX= 691.43' f I / ~ WQVISIONSTREETS: CURB & GUTTER (PUBLIC ROADS) l l I w ai \':'
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10, SUBDIVISION
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11. DRAINAGE DISTRICT LICK/NGHOLE DRAINAGE BASIN ` \a
Li 12. WATERSHED: S RI VANNA RESERVOIR -WATER SUPPL Y PR07EC77ON AREA /: . w I
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v, 13. DRAINAGE. 7N/S S17E CONTAINS AN AGRICULTURAL POND AND STORMWA TER
I .'. -. ' ` .'. .'.'. . ".'. ".'
3
RETENTION AREAS THAT PROVIDE SOME DE7FN710NMANAGEMENT/810 RETEN
BEFORE THE RUNOFF IS RELEASED INTO L/CKINGHOLE CREEK. \ ' •.
w OAFS Id (`
z 14. TOPO & SURVEY.• TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR rj3 Lu
G. V. . ' /Qi c I w °
o UNDERGROUND UTILITIES / ...........•.•.. \. ..... ... /...- (..... "..•.'. "... '';. f >15. CONTRACTOR SHALL VERIFY LOCA 77ON AND ELEVATION OF ALL UNDERGRO ` J awV)
d AREAS OF CONSTRUCTION PRIOR TO STAR77NG WORK. CONTACT ` J l
J SHOWN ON PLANS /N E D
ENGINEER /MMEDIA TEL Y IF L OCA 77ON OR ELEVA T70N IS DIFFERENT FROM THA T SHOWN
ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY U17LlTY 0r
a NOT SHOWN ON THE PLANS.
J........I
Y ; 2:;2 ` ) 1' z V L
0 16. COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTORS WORK, SAFETY
AND REGULA770NS. WE SHALL / /'. ".". ". ". ". "........ .SCHEDULES, OR COMPLIANCE WITH LAWS // JQPRECAU710NS, ... `< >''
T70N STARTED PRIOR TO PLAN / ',... 'NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUC <;
w APPROVAL. • • /.... \ `V .............
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f• . :+:::::.:`= \v:v
CIO 71. THE 3,000 LUMEN LIMIT % ... / , <: -
LUMINARIES INSTALLED AT A LATER DATE SHALL NOT EXCEED WITHIN A YEAR FROM 7HE i' ' ' ' ' ' ' '
K f
w COMPLETION OF THE TOWNHOMES OF 7NE APPROVED ROAD CONSTRUCTION PLANS AND / / f / ''' `"
W
M I Z \
SUBD/ VISION.
Cl WILL BE INSTALLED AS PART OF 77 /E ROAD CONSTRUCTION FOR 1HE / /
18. THE PLAN77NG OF STREET TREES THROUGHOUT BALLARD FIELD SATISFIES THE •.
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LANDSCAPE REQUIREMENTS FOR THE PROJECT. ' . ' ' . ' ' "'J' ' ' ' ' '
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3 19. SEE SDP -05 -17 FOR RECREA710NAL AMENITIES FOR THE PROJECT. • • • • • i' ., • ' / `'";. ,
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20. 6,200 SF OF RECREA 77ONAL AREA IS PRO VIDEO. -/ ... • . • • • • • - -
d / / • ( -
0 °
d 21. PARKING: +XREQUIREDPARKING: 31 UNITS X 2 SPACES /UNIT + 8 GUEST SPACES (1 PER 4 UNITS) _ _ . ' . ' . ' . - : , :: :: I ,
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PROVIDED PARKING: 56 DRIVEWAY SPACES + 14 ON- STREET PARKING = 70 1
S
J
WITHIN BALLARD FIELD DOES NOT CONTAIN ANY AREAS OF22. 7N/S FUTURE BUILDING SITE `
DESIGNATED FLOODPLAIN OR S7REAM BUFFERS.
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SHEET INDEX ..... , ::::: _ ::::
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SHEET 5 , •. . ..... . .. . . :: / :... > ... . . .: _; I f
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1 • ' _ Ul 4oOVERALLSITELAYOUTr . • • .. , . - .. • . • .. . - . - . .
LIMITS OF PRELIMINARY PLAT 2 ••
SCALE °
u / ; \ \ - — - IN FEE
a, GRADING AND STORMWATER MANAGEMENT 3
NOTES, DETAILS AND PARKING ANALYSIS 4
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SCOTT R. COLLINS
IN FEET) U No. 35791
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IONAL El
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WENDELL W. GIBSON INC. z .9A - G'/
D.B. 2912 PG. 613 TAX o 0
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C6 / CLAUDE H. SAUL & PATRICIA C. SAUL D.B. D.B. 170 PG. 112 PLAT ( 478.08 ,-
OPEN SPACLy' 1" ; r EX. 20' UTIL. ESMT. CLAUDE H. SAUL ( ) 329.40' 19.57
L16p J S89'32'07' E 0.024 AC. C--44 Tp fN ` L 54 38
5' EX. ROTHWELL LANE D.B. 617 PG. 519 488.44' E 48.
601 PG. 478 TAX MAP 55 -70D D.B. 171 PG. 308 "
L161 _ G L =11 .57 127. OF 10' (15 ROAD) TAX MAP 55 -70F N 88 21
383.84 U, . a N 86'28' 27 E 225.16
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97.58 - 83.55' " a / , EXISC, EXISTING 383.84 RESE'RIED FOR FUTURE P
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EASEMENT SS `sa 6'
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1 ) OWNER: MARCH MOUNTAIN PROPERTIES, L.L.C. (TO BE AS A 0 \ C75 / , J 'js F.- `' SO• /,, q OS ° v°j O qSF k qN F, q, c„y 0
2) DEVELOPER: MARCH MOUNTAIN PROPERTIES, L.L.C. S+ 2S 0.198 AC. 0 .O O /r j MF o -
ABANDONED) c. 0 , ,98 F •9 S 9 / T c" / C •O °jBA =3,925 O r c> >- S/ S ti F '
3) TAX MAP PARCEL: 55 -71 (IN PART) AND 55 -72N3 (IN PART) ° S.F. .O 0.220 AC. - } O O . ti F O ' 162 - O T F 3 w o Q
4) ZONING: R -6 UTILIZING THE STANDARD LEVEL CLUSTER DEVELOPMENT OPTION // A '` hh BA =3,454 1 0 '9 28 O 'ti r \ S • 8 / J / a °
j 1
FOR NO MINIMUM LOT SIZE AS PROVIDED IN SECTION 18.16 OF THE OPEN 2S0 , \ O• \ y° S.F. •1 r . S 36,•90, o,• •°' ° D '`' i w °D
SPACE' " o 0 o , 9 • o 0 8 A• . w 1
ZONING ORDINANCE (MAXIMUM 6 D.U. /AC.). •9 00• F-I; OH O '\ •c S ` ui \ N `° ° ' I TOTAL NUMBER OF UNITS EXPECTED AT BUILD OUT: 300 D.U. (MAX.) 1.572 AC. Op ° ' . Fggi,, O L, ` O 'S . O ` \6A ^ 0 . ) O2' `y . i O
W
DENSITY- 300 UNITS / 52.40± ACRES = 5.7 UNITS PER ACRE '0/5 S'F iV '9,0 !O'Q ` %v S 6 , 0 / 9 \O
5) SETBACKS: R -6 (FRONT YARD =25, REAR YARD =20;, SIDE YARD =10 )
80 S • 2 q 1 y p ` q -f . 5 c L' " ti W
lop 10R -2 (FRONT YARD =25 , REAR YARD =20 , SIDE YARD = ^ / `• ` 98 F S `' '" S 43' `rte 69 . •'° c9S O n p , N6 n6) USE: RESIDENTIAL ` O • stj, ("/ 8 ,;° r 6 '10 2 1a O F 'Qq 20,
rn
o. j 22 = a-
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f'
3•
9 3 "^ O - ` \ S'! nN o F. 1 LJ..7 TOTAL AREA: 52.401 ACRES t'4 O L67) O O F` 117- \6'
8) AREA IN PUBLIC RIGHT OF WAY: 8.720 ACRES TOTAL, 0.100 AC. R -2, 8.620 AC R -6 \ ? h 1 O L x'9 (i / c9 \ ' \/ `' °
9) AREA IN PRIVATE RIGHT OF WAY: 2.566 ACRES ^°' O ` q'P N. \ , 0, 90 00 8? Jm , , -' ` I ' ,Z
O ' S ' , Op r
o
7 I10) AREA RESERVED FOR FUTURE DEVELOPMENT: 3.315 ACRES ) 1 C
e, .• O FS S 6' .' `' ° -' °` '` c '' '-'I 2 W '_
11) AREA IN LOTS: 14.145 ACRES C0 X84 `}' c9 X0 / '' ' 6'st •.'` \ A xl ° af r ° `''
H
EX. VAR. n r ,g Sj. Sj 1 G9 r - r N L t^N N
12) AREA IN FUTURE LOTS: 7.452 ACRES S ;S ° S \ 9 `b O ' r '' ° ?
L h 6' 6'• "> > t- O c to 7°36.13) AREA IN OPEN SPACE: 13.43± ACRES TOTAL, 0.034 AC. R -2, 13.40± AC R -6 (25.6% OPEN SPACE) WIDTH S.D. J o E' ,. ,h 2• . i 0 9 O 00, N •
0'69 ` ESMT. .' r o F-I. ,\ .\ i q O r \ - Yoi 1 O J
14) AREA IN GREENWAY: 2.77± ACRES 24 0 ' B' o0 > >0 6 ` S ) 1 -
15 SEWER: ALBEMARLE COUNTY SYSTEM /° / / 0 ` 31ST ` . / \ ,q\ I LIJrQ ° EX. 20 DRAIN. h / 6 9 9 ,r- ' ° y °
16) WATER: ALBEMARLE COUNTY SYSTEM 4ESMT. "`` r 9 S . S8• 3 '9 r ' - o E I \ I
17) DRAINAGE: CURB & GUTTER AND ROADSIDE DITCHES 3 e • •O 4 J T •` 82 o Oh S --' O S o,I
1
18) THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE • Fk ° \ •`0 8 , S `y ° ,,"
D , ES 20 Op• 2,1 „, ° h0 , , r 3J S3• O, \) \ \ ' FS S q0 0 O
c OS \ WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY. `Vy/ ' I ' I O
19) THIS PROPERTY IS LOCATED IN ZONES A & C AS SHOWN ON THE FLOOD • MT 3
C ?/ ,, 00ti 0 ,ham Sas9\ 0,9 00 \ 'yj• S , ti 9) ` 6 G ti I 1M ±-
INSURANCE RATE MAP, COMMUNITY PANEL NUMBERS 5100060180 B AND Ny •O ti y• S q v O , ;y,• I I c
0 9 p \ Z6 • `-Y O ro •ti o S F S •> C' ro ^> > • qC' 2 '' o,o h O ` `,
5100060190 B.
6 ?p p 8 ' l'j`1' n ` / , `'sr •• 8 ,ajh 16 /9r cg ,, `' , ° O v`'1 1 W
20) ALL STREETS AS SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE, q qC4 , N n r ` \ OS ' ,, S' 9 2 p r \ 6) ^' O • I I
UNLESS OTHERWISE NOTED. S = ° >> ^ N a.
3 ,O O 1 O o . O "'% s 390 O,cl'` 1
21) THE PRIVATE ALLEYS SHOWN HEREON WILL BE RETAINED BY THE HOMEOWNERS ry S o g ',a A ' 38 6 " 0 9 •` ' a / 2S , 6 A
ASSOCIATION. 20 0 •`' co 9 O ? '9 O 1 • ''
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22) THE PRIVATE ALLEYS SHOWN HEREON ARE HEREBY DEDICATED AS PUBLIC e1 4 q " o 0 "°' X482' °j 40 •J 29A 9 S`6 ^ +' \ ^ ° • , \4 .0> ) .o e ?50 C, ) C1 4 .A' 9 . •. 6' O h 0'7 >> ` O <
UTILITY EASEMENTS. 1j 8 sp ryry q qC 0`O , ) 4 ^ / Fk qC Fk
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23) ALL LOTS FRONTING ON AN ALLEY SHALL ONLY HAVE ACCESS TO AND FROM •11 ' ,• 1 0. 3 / <0 p ?0\ . . 'r , ,
F ti " q R/ O O \
A J 1 h ' V c9• I Q
THE ALLEY RIGHTS -OF -WAY. ry F V O S -9 0' •`L F O qR ,h I °k 8' `' /A ti `O" SMT, I ESMT 1F U 0 0 9 ' 024) ALL LOTS BEING CREATED ON THIS PLAT CONTAIN BUILDING SITES AS REQUIRED OR ` ` /. \ ,9 0 , ., l O
8• F'S 1N O ^ ^ S' 10 ' 0• / °3' n 'y S 00' ``S O l < ? ° O Rq/ ` BY SECTION 18.4.2.1 OF THE ZONING ORDINANCE. 6 S • 3 J 1 1
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25 ALL LOTS COMPLY WITH CHAPTER 18 OF THE ALBEMARLE COUNTY CODE. T, ' ' X221' / °' °O S/`' O ti sS FS O O13a £ /,,,Qi/ 12 19. / .0' 69•T/ O `-F' 3 •9 pg Cl26) THIS PROPERTY IS LOCATED IN THE SOUTH FORK RIVANNA WATERSHED DISTRICT. \ S' • ° ? ' 4, o0 2.0 / ` s , -- 8 •,
27 AREA SHOWN AS GREENWAY TRAIL IS HEREBY DEDICATED TO PUBLIC USE. )
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DURING THE PROCESS OF OUR PHYSICAL PERIMETER SURVEY INDICATIONS OF A ``„ C6 •8 `, Cy •9 2 •O . 4
3 / F,r S, 4 10' 3 S2 `S -9 k. o ` o• C s'28 S OS+ I
I WCEMETERYWASFOUND. EXISTING LOCATION SHOWN HEREON HAS BEEN VERIFIED BY t, \ O 8• ,N .o ,• 0• 2 .SS• \ 8 S -' r O O s S ' ' o • ti
BY LETTER AND FIELD MEETING WITH DONALD MORRIS (STATE CERTIFIED MORTICIAN WITH : 64, q/ o 0 6' o `° '9 cT ' ` '` W31vH, ry ?0 rya o F 6' • •h q _ z J ~3LILEY FUNERAL HOME). '^ F FSMr 2 eq qC h N <v h k ' '` .h`' L 3 >' 8 O' S .J v 1 J W4i < ' n \ \ x'39 ry a '9 •• S h°c '\ A 0 '1 ,' J w YNOFURTHERINSPECTIONOFPROPERTYHASBEENMADEFORPOSSIBLECEMETERIES. .h O V 6+ S 81 '' r `, .Q A . ti S OS . ,1 / 0 1 W W p 0 wRqR. C, F 9 , FS 8 < " A o W cc x
1 ` o ° ,`' q ^! O 929) AREA DEFINED AS CEMETERY SHOWN HEREON CANNOT BE BUILT ON OR USED 0 `84 F ` ?0 ` MT \ 6 G 001 -1- C13 01 `1 ,• ,°° ?I a cn
AS A DRAINFIELD. qC N Dory FSM 114 X 8' V
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30) THE SHARED DRIVEWAYS SHALL BE SHOWN ON THE RESUBDIVISION PLAT WHEN THE X3,89 CS' ` ` C Z L, e S , . 9 cV 2 d r ,q ,I• ` 0 •5 et 4 , 0 ;S,F 3 ryN , S 1. 0 S,N F ry 06 ry "> 10 co
AREAS DENOTED AS "RESERVED FOR FUTURE LOTS 125 - 168" ARE DIVIDED IN THE FUTURE. ,J \ y 1 ' S ' J p o N I li. 'S ` 2q 6 1 a'Og \ T eq q , h ° .) 6 O X307 Q b co O cam:" 062001
31) ALL PROPOSED UTILITY, DRAINAGE AND SLOPE EASEMENTS SHOWN HEREON 2 F •8 11• ? C1 2 4,1k / W Fk 9 \ \ S 33AREDEDICATEDFORPUBLICUSE. 'o O •80. X46 68 • a S,,® 6'
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THE 20 WATERLINE EASEMENTS SHOWN HEREON SHALL BE CENTERED ON THE 58 h F >1y 3 O R, 0 69. F S o o J h 1/ ly L Q " ° o, 6' f; coS,y S t O ny °0 91'\ \ k eq o o , "` OAS -BUILT LOCATION OF ALL WATERLINE, HYDRANTS, METERS, AND VALVES 14• T, 0 ry / S 8 2 qC o C \ q ro• kr `' h /Y 6• ' °q/ / V 4 ,o • '` O,Q T R 0 / r •O 8 S I N 1 - 50
AND DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. Z // 8S d -h FS,T C, 13p'18a \ nC FS S.F ° - 14 , ` \ 6 \ 2 FS qiy ` 00 .1 ' S
33) THE 20' SANITARY SEWER EASEMENTS SHOWN HEREON SHALL BE CENTERED t'1 49 , i a 5 N ;wry 218' N 7 F a . \ MT 46 26' h 'T ' 0 h O '+0 1 SHEET NO.
ON THE AS - BUILT LOCATION OF ALL SEWER LINES AND MANHOLES AND k. 6 1 0 0 ' i cb •82' 18a Gryry ^ W 148 • 40 2 0 2 r 8 6 , 2> \ - 2 OF 4DEDICATEDTOTHEALBEMARLECOUNTYSERVICEAUTHORITY. U) 0120 5 0.</; q 3 3qc h ' ) 31 ` 9 54 O o, S AJ \ 35, O ( 95) ,^ I
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TYPICAL NEICHgORHOOD STREET SECTION (40' R/
CENE'.RAL NOT.E,SI
1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH
CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS
2 LAND USE PERMITS (CE -71 MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR
TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING
ACCESS).
3. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION
ACTIVITIES.
4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL
OF THE PLANS BY ALL FEDERAL. STATE AND LOCAL AGENCIES
5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN
ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND
SECONDARY ROADS IN VIRGINIA, THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED
WITH THE INITIAL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED
SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF 714E PAVEMENT DESIGN GUIDE
6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO
EXIS77NG CURBS, SANITARY LINES , WATERLINES, ETC. , PRIOR TO CONSTRUCTION.
7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY
CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER
AND VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL
ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT
SPECIFICA TIONS
8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13.
9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WI7H
ASTM -C -76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS 111 OR GREATER IN ACCORDANCE
WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS
10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT
DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS
11. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI).
12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE 15' DIAMETER x 20' LONG PIPE AND SHALL
CONFORM TO PE -1 PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE
RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5)
FEET OF PROPERTY CORNER.
VDOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER NEIGHBORHOODS
774E SAW CUTTING REMOVAL OF THE STANDING CURB IS UNACCEPTABLE WHEN
INSTALLING AN ENTRANCE ON EXISTING CURB AND GUTTER. CONTACT VDOT FOR
INSPECTION 48 HOURS PRIOR TO ENTRANCE INSTALLATION.
13. THE DEVELOPER 1S RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS
14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND /OR FIELD CHANGES FROM THE APPROVED PLANS
NEED TO BE RESUBMITTED TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION
SHALL ACCOMPANY THE REVISED PLANS AND /OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED,
TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER.
15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN
AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR
ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND /OR
UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT
1 -800- 552 -7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN
EXISTING AND /OR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT.
16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND
GUTTER STREETS AND /OR LOCATED A MINIMUM OF 5.5' BEHIND THE DITCH LINE ON OPEN DITCH STREETS.
1Z CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV
SERVICE TRUNK LINES
18. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL
BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT VDOT
DESIGN CRITERIA OR WHEN DITCH SLOPES ARE LESS THAN 0.75% WHERE DITCH SLOPES EXCEED 5.OX THE
DEVELOPER MAY CHOOSE TO IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO
ACHIEVE CHANNEL STABILIZATION WHILE ACKNOWLEDGING THAT ADDITIONAL PAVED DITCH LININGS MAY BE
REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS PAVED
ROADSIDE DITCHES SHALL CONFORM TO VDOT PG -2A STANDARDS AND SPECIFICATIONS
20. VDOT do ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO
REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT
SECONDARY ROAD SYSTEM.
21. VOOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL.
22. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT
OF AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO
SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S).
23. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE
RATE OF 0.30 GALLONS PER SQUARE YARD (REC -250 PRIME COAT) PER VDOT STANDARDS AND
SPECIFICATIONS
24. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
25. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED
THE REQUIRED FIELD INSPEC71ON (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).
CONTACT VDOT FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO
APPLICATION OF THE SURFACE COURSE(S).
26. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO VDOT IN CONJUNCTION WITH
FINAL PAVEMENT DESIGNS ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE
WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN
VIRGINIA
27. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR
ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE.
28. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE RIGHT OF WAY LIMITS
PRIOR TO CONDI T10NING OF THE SUBGRADE.
29. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO VDOT FOR ALL MATERIALS AND BE IN
ACCORDANCE WITH 714E ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS.
30. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION
AND /OR MODIFICATION UNDER AN ACCOUNT RECEIVABLE WITH VDOT.
31. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS TO BE DETERMINED AT THE
TIME OF SUBGRADE INSPECTION.
32. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING /MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK
ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION
WITHIN VDOT MAINTAINED RIGHT OF WAY.
33. VDOT SHALL BE PROVIDED DOCUMENTATION THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE
APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE
34. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD.
35. OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND
GRADE. ROADS WILL BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL
STAKING AND VERIFY BEFORE CONSTRUCTION. ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE
REPLACED AT HIS EXPENSE.
36. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft. /ft.
37. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER
OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET.
ittl
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SCOTT R. COLLINS
No. 35791
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