HomeMy WebLinkAboutSUB201300030 Plan - As-built 2023-03-24GENERAL NOTES WESTLAKE HILLS SUBDIVISION
OWNER: LICKINGHOLE CREEK, LLC ilk
2421 IVY ROAD PHASE I ROAD AS -BUILT PLAN
CHARLOTTESVILLE, VA 22902 T: \
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DEVELOPER: RIVERBEND DEVELOPMENT, INC. \�
321 E MAIN S, SUITE 201 —t
ATTN: TTESVTAY VA 22902 S I I B 2 0 1 3� 0 0 0 3 O
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ATTN: ALAN TAYLOR
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ENGINEER: COLLINS ENGINEERING
200 GARRETT ST, SUITE K y
(4 J4)2 J-3719 VA 22902 W H IT E H A L L DISTRICT
(434)293-3719
PRE —APPLICATION ALBEMARLE COUNTY, VIRGINIACONFERENCE: JANUARY 23, 2012 � �;TAX MAP NO.: 05600-00-00-095AO �� l
DB 2733 PG 150
05600-00-00-09580 1662 ft
DB 2733 PG 150 LL
05600-00-00-05300
DB 4024 PG 489
TOTAL PROJECT AREA: 05600-00-00-095AO — 37.95 AC.
05600-00-00-09580 — 76.49 AC.
05600-00-00-05300 — 25.49 AC.
142.93 ACRES TOTAL
PHASE 1 PROJECT AREA: 24.53 ACRES
ZONING: R-1 RESIDENTIAL
CLUSTER DEVELOPMENT AND BONUS DENSITY STANDARDS ARE BEING IMPLEMENTED
DENSITY. ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT 0.97 DU/AC
+ 59 DENSITY BONUS FOR STREET TREES AS SPECIFIED IN SECTION 32.7.9
= 0.97 x [1+0.05] = 1.02 DU/AC
PROPOSED DENSITY: PHASE I: 24 UNITS AND CLUBHOUSE
25/24.53 AC.= 1.02 DU/AC.
PHASE I OPEN SPACE.'
TOTAL OPEN SPACE PROPOSED = 9.47 AC
9.47 AC / 24.53 AC = 38.690
TOTAL OPEN SPACE REQUIRED THIS PHASE.24.53 x 257' = 6.13 AC.
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE
SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION.
BUILDING HEIGHTS.
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS:
FRONT.' 25'
SIDE: 15'
REAR: 20'
SUBDIVISION STREETS.
CURB & GUTTER
WATERSHED:
LICKINGHOLE CREEK WATER SUPPLY WATERSHED
AGRICULTURAL/ FORESTAL DISTRICT NONE
TOPO & SURVEY.'
TOPOGRAPHY IS COMPILED FROM SURVEY BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES
AND LOUISA AERIAL SURVEYS INC., JANUARY 2007
BOUNDARY INFORMATION IS COMPILED FROM BOUNDARY DATA PROVIDED BY ROUDABUSH, GALE, AND
ASSOCIATES DATED APRIL 2013 AND ALBEMARLE COUNTY RECORDED SUBDIVISION PLATS.
DATUM:
NAD 83, BENCHMARK LOCATED ON TOP OF EX MH CZI—MH-85
EXISTING VEGETATION:
PARTIALLY WOODED
LIGHTING:
NO LIGHTING IS PROPOSED
PHASING:
SITE TO BE DEVELOPED IN A MINIMUM OF FOUR (4) PHASES. FINAL PHASE LIMITS TO BE DETERMINED
WITH CONSTRUCTION PLANS AND SUBDIVISION PLATTING. ALL OPEN SPACE MUST BE A MINIMUM OF
259 OR GREATER FOR EACH PHASE OF THE DEVELOPMENT.
PARKING:
2 OFF—STREET PARKING SPACES SHALL BE PROVIDED ON EACH SINGLE—FAMILY LOT. ON —STREET
PARKING SHALL BE PROVIDED AS NOTED WITH THE STREET DESIGN.
BUILDING SITES
PARCELS 1-131 MAY NOT BE FURTHER DIVIDED. A MINIMUM OF 6,038 SF BUILDING SITE AREA IS
PROVIDED ON EACH LOT. SEE DETAIL SHEET J.
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE.
STREAM BUFFERS:
THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE
COUNTY WATER PROTECTION ORDINANCE
RETAINING WALLS:
NO RETAINING WALLS ARE PROPOSED
PHASE I AREAS:
LOTS. 12.37 AC.
RIGHT—OF—WAY.- 2.69 AC.
OPEN SPACE.' 9.47 AC.
IMPERVIOUS AREAS:
ROADS (INCL. SIDEWALK): 4.30 AC.
BUILDINGS/ DRIVEWAYS.' 4.43 AC.
TOTAL: 8.73 AC.
CRITICAL SLOPES-
CRITICAL SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. A SEPARATE WAIVER REQUEST HAS
BEEN APPROVED FOR THE 1.40 AC. OF PROPOSED CRITICAL SLOPE IMPACTS UNDER THE PRELIMINARY
PLAT APPROVAL SUB2012-38.
NOTES
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE ALLOWED.
3) THIS 100—YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT PARCEL, PER ON FEMA MAP NUMBERS 51003CO229D,
51003CO235D, 51003CO237D, & 5100JCO245D ADOPTED FEBRUARY 4, 2005. THE PROPOSED DEVELOPMENT SWM
POND/SEDIMENT BASIN OUTFALL STRUCTURES AND SANITARY SEWER EXIST WITHIN THESE LIMITS.
4) EACH LOT AS SHOWN HEREIN CONTAINS A BUILDING SITE WITH MINIMUM 6,038 SF BUILDING SITE AREA AS SHOWN ON
SHEET 3, WHICH MEETS THE REQUIREMENTS OF SECTION 4.2.1
5) ALL PROPOSED UTILITY AND DRAINAGE EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.
6) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND
ALBEMARLE COUNTY STANDARDS.
7) THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF
ALBEMARLE COUNTY.
8) UTILITY EASEMENTS SHALL BE CENTERED ON THE AS —BUILT LOCATIONS OF WATER AND SEWER FACILITIES.
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SCALE: 1" = 2000'
LEGEND
- - - - - - -I
EXISTING CULVERT
CULVERT
0
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
6"
DEPTH OF EC-3A DITCH
EC-2 DITCH
g"
DEPTH OF EC-2 DITCH
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240.55 PROPOSED SPOT ELEVATION
TBC DENOTES TOP/BACK OF CURB
TAB DEN07ES TOP OF BOX
Sheet List Table
Sheet Number
Sheet Title
1
COVER SHEET
2
AS -BUILT ROAD PLAN
3
AS -BUILT ROAD PLAN
4
AS -BUILT ROAD PROFILES
5
AS -BUILT ROAD PROFILES
6
AS -BUILT ROAD PROFILES
6A
AS -BUILT ROAD PROFILES
7
TYPICAL NOTES, DETAILS & CROSS -SECTIONS
8
TYPICAL NOTES, DETAILS & CROSS -SECTIONS
TOTAL 9 PAGES
NOTE:
1. WESTLAKE HILLS PHASE I DRAINAGE EASEMENTS, RIGHT OF WAY,
AND THE EASTERN AVENUE RIGHT OF WAY BETWEEN STATION
10+56 TO STATION 23+58 WERE RECORDED IN D.B. 4518, PG.
1-18.
2. ASBUILT INFORMATION WAS COLLECTED BY ROUDABUSH, GALE, &
ASSOCIATES IN 2017, AND UPDATED INFORMATION IN NOVEMBER
2020 AND DECEMBER 2021. PLANS INCLUDE ASBUILT
INFORMATION FOR CURB AND GUTTER, ASPHALT, SIDEWALKS,
STREET TREES, AND SIGNS.
3. ASBUILT PLANS WERE PREPARED BY COLLINS ENGINEERING FOR
THE FINAL ASBUILT SURVEY INFORMATION.
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NOTE: ALL EASEMENTS AS SHOWN HAVE BEEN RECORDED IN DB. 4518 PP.1-18
056LO-00-00-000DO
WESTLAKE HILLS HOMEOWNERS
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NOTE:
1. WESTLAKE HILLS PHASE I DRAINAGE EASEMENTS, RIGHT OF WAY,
AND THE EASTERN AVENUE RIGHT OF WAY BETWEEN STATION
10+56 TO STATION 23+58 WERE RECORDED IN D.B. 4518, PG.
1-18.
2. ASBUILT INFORMATION WAS COLLECTED BY ROUDABUSH, GALE, &
ASSOCIATES IN 2017, AND UPDATED INFORMATION IN NOVEMBER
2020. PLANS INCLUDE ASBUILT INFORMATION FOR CURB AND
GUTTER, ASPHALT, SIDEWALKS, STREET TREES, AND SIGNS.
3. ASBUILT PLANS WERE PREPARED BY COLLINS ENGINEERING FOR
THE FINAL ASBUILT SURVEY INFORMATION.
SCOTT/R. CZTLLINS'�
Lie. No. 035791,n
po 02/20/23
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COUNTY OF ALBEMARLE I 15'HD E.1Es-1
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TOP=631.7 Z $
10=62I.66 O - TOP=631.64
11=624.15
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3.0 x
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NO PARKING SIGN
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056LO-00-00-000DO
WESTLAKE HILLS HOMEOWNERS \
LOT 3 ASSOCIATION INC \
D.B. 4518, PG.1-18 \
LOT 4 \ \
SIGN r' o SD #76 20' SANITARY SEWER \ \
TOP=63.58 EASEMENT N \
PEDESTRIAN 10=630.7777 D.B.4518, PG.1-1
CROSSING \
SIGN 38.81
F SIDEWALK \
STREET 93762 TYP
3].52 _
( )
SIGN LOT S
NOTE: STREETS LESS THAN 36' FC-FC (JOANNA STREET) SHALL HAVE ONE SIDE
MARKED NO PARKING.
SCOTT/R. CZTLLINS'�
Lie. No. 035791,n
p 02/20/23
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w11 O10 13+50 4+00 4 15+50 TOP-632260.w
377 .86 + }6{00 0=62883
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- STOP TOP=641.31 s4o.2 * 50�P / TOP-637.57 z •::
SIGN 8" HOPE PIPE 10-636.31 sd, a,re I� 74C 6< w66•o �Eyap II 632.66(74B) ``�9'o( y5"NOPp + \ 4 s ' �,$ \ °8 ��� �F01 LOT 6
L=28.3' C'�-a"AP 11=629.77(76) _44. y` 1p \ Opa /%i/ \ M 3
S=1.06% o' 1 10=629.70(72) 73 ` + *Opx 6 +8
YARD DRAIN I NO PARKING ` \ TO \F MH=S9Z.8
TOP=638.0 En SIGN 23' LANDSCAPING & - SD #70B
10=636.7 M SPEED LIMIT INTENANCE EASEMENT-7
to 11 PEDEST SIGN \ >>x �1' TOP=632.98 S \
N NO PARKING I D. .4518, PG.1-18 \ - \
- _ I 230 + U CROS G SD #72 10=626.11
SIGN .31TG N Z SI TOP=636.11 \ S1. �i \
8"HDPE PIPE 6424tTC 20'STOERASEMEIT \ S'T
L=73s• _ 11=628.53(728 O� LOT 7
s=o.s4% D.B.4518, PG.1-18 11=628.46(74) \ Sr
SD #74B 10 628.44 \��Q 1 S \ SD #70
WESTHALL SECTION V I SPEED LIMIT yq DDRAIN TOP 641.09 S HT DISTANCE LOT 10 \ �28�, TOP=633.03 \ S \
-SIGN TOP=s3s. 11=635.89(74D) EASEMENT I=625.89(72) Lu
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IO=63z1 `x 3.a I+ 10=635.74(74) 11=625.8970E \ Z
oT LOT ii D.8.4 18, PG.1-18 SIGN \ ( )
-: 10=625.84(68) � \ O p
STREET\ \
SIGN
�I I <m LP\\� SD#80 // 28.72
630.83� 0 °� s3ott SD#63
A In
° . .m I O .fi9 x QJ�wc,+OQ� TOP=630.35 / + y�°F 25• \ T e22654(70) LOT 8
o • 11'I I N \h1 pe' 10=623.9 j 11=622.54(7$) \
Ol r Z • ]a 2.99 2s3 / + e 10=622.44(66) \ / / S
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Z x 2. x SD #78F 11625.71(78F) + , \ *
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C I 10 625.51(78B) ' • (7J'�\ \ \ /
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TOP 633.38 - / -d STOP \ >� 6 e / /
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_ x •10' LANDSCAPING & /
MAINTENANCE EASEMENT / -' 7 y6 u k �t 3 / NO PARKING \ x SO #82
/ -S D.8.4518, PG.1-18 �D #78 SIGN \ \ TOP 622.78 LOT
S I ieE II 614.90(84) 9 z
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LSD #F56 55
5 / 1-623.84(78 DISTANCE=280' - °Ps 10=614.76(66) \ / a
TOP=642.5 •)a a 1 SD#F54 * / 11=623.76(78
TOP =642.35 / / 20' STORM DRAIN\
\ \ 10=636.96 +s1 I S 10=623.69(68) r
11=636.09(F52) RB 5�D #78B EASEMENT
10=636.01(F56) O TOP=631.86 D.B.4518, PGA-1U
20' SANITARY SEWER \ Sn
\ I a1 I I I=625.21(78D) 20' LANDSCAPING & \ @1 \ M LANDSCAPING & \ S wQ
\ 1 124 I EASEMENT 6 10=625.12(78) MAINTENANCE EASEMENT \ -MAINTENANCE EASEMENT \ S
.9t- D.B.4518, PG.1-18 �1k D.B.4518, PG.1-18 LOT i //\ �� % \ D.B.4518, PG.1-18 z
LOT 1 \ / 7 / \ SD #84
3 \ 10' LANDSCAPING 8 SD # @ ' \ TOP=620.91
r 10 MAINTENANCE EASEMENT \\ 11=616.03($6) \ S �
+ - 20' SANITARY SEWER D.B.4518, PG.1-18 TOP=622.79 sa ° r ILL
EASEMENT II=612.66(82) x iJ`° �=615.52(82)
\ , po /
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A 2 STORM DRAIN ACCESS &l \ /
G'�f MAINTENANCE EASEMENT /
++ o w of BST D.B.4518, PG.1-18 /
36'86 �s3s4 10'LANDSCAPING& /r @ ° sryB3 Topwa11=589 /
SD #F52 MAINTENANCE EASEMENT
46.4 151H% TOP=636.43 D.B.4518, PG.1-18 BID #86Cl) SO
2A I=631.33(F54) TOP=620.94 .
TOP=636.76 II=630.42(F52B)� / 11=616.49(88) op .oE .4 4 5 /
10=630.77 o Tc 15.n I_0=6\25(F44) \ \ LOT 15 \=616.35(84) .r�...o, 62 M1� Culvert 1
Ix \ SOT 14 Top w1=615.67 0 MAILBOX
24'HDPE. 10: 6ss.37 Jy SD 2 �
I 33.94 \ \ oQ 2 o TOP 8625 01 Cj /
_ MATCHLINE_ \ \ / / \ \ 87 CD
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SE SHEET x \ / / ♦ H o o rn o
b 10= 7.99
STORM DRAIN ACCESS 8 \ / 4.51 \ Q / n'� 056LO-00-00-000DOCn CD
MAINTENANCE EASEMENT \ ti O .ti O O D.B.4518, PG.1-18 \ / %ESN LOT 29 WESTLAKE HILLS HOMEOWNERS
ct t
�S ' S ASSOCIATION INC
pWall=622.63 I SD fi2b D.B. 4518, PG.1-18
"rcp 11=618.44 SD#98 TOP 624.93 \
ITOP=606.28 11=620.21(90) 32.03 10=593.28 \ �
I
+3r, / 056LO-00-00-000A0 10=617.71(86) ` SID#901.93 I I x 20' POND ACCESS WESTLAKE HILLS HOMEOWNERS ' s \ SD #96
0 EASEMENT j \ L9
Top Wall=617.25 D.B.4024, PG.489501 ASSOCIATION INC
36"Rcp. 10=61334 �y \: o=s2a.72
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Z
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9 SO #9�
-- @93/ TOP=631.88\ � Z
II SD #F44B x II-627.32(92 Q
TOP=631.14 x Topwa11=616.59 ( ) 0
I - - / /\ I 11=624.55 906 S \ 0
I 10=626.88 \ _
35"HDPE.10=613.59 I 10=624.43(88) SD #92B 0
31.20 VAR. WIDTH STORM /
I SD #F44 < DRAIN EASEMENT / \ I \ N z + O 6293 0S7 n
TOP=631.14 D.B.4518, PG.1-18 / „` n
11=625.65(F52) 11=625.70(F44B) / 1 \ E •• 0 J o
/ I 11=625.72(F46)
S / I I •: x 10=617.06 / / SD \\
I 31.5 it / / / LOT 25 TOP=636.83\
11=630.81(94)
x / / 11=629.73(92B) \
II I 1 / Topwa - 14.00 10=629.59(90) 18"HD 10=611.11
I - SD #F46 LSD #38D NT 10' LANDSCAPING &
I SD #F46B 3z. a TOP-632.73 / / / I w TOP=624.90 MAID 8.451NANCE EASEMENT
10=62 2s(F464) �� 10-6115 093SF) \ p+ o
TOP=632.7 f 10=627.22(F44)-
F10=628.43 95 FE +
I/ m o I LOT z3 TOP 6D9.11\� 1
I I I 1 11
VAR. WIDTH STORM SIGHT DISTANCE 10=631.4(92)
7
Top wa11=617.31 DRAIN EASEMENT 38F VAR. WIDTH STORM EASEMENT {
24"Rcp. 10=614.49 D.B.4518, PG.1-18 op- 3544 DRAIN EASEMENT
LOT 22 I 11=628.86 D.B.4518, PG.1-18 D.B.4518, PG.1-18
4 t 1 SD #38F I10=623.41
I ) 63 a SD #F48 LOT 21 TOP=635.44 LOT 24
TOP=637.84 II=628.86 (38)
Grat =630. 11=632.67(F50) 10-623.41 (38D) SD #40 ed,.ae
I 1 622. 1 10=632.67(F46) LOT 20 o I TOP=640.98
SD #38 STOP SIGN o.se
x 6 .25 _ 9 NESTHALL DRIVE 11=633.98(42)
- .`1y - - - fi41.59 TC
Ill\ $ 20'LANDSCAPING B mm TOP=632.89 SPEED LIMIT 64,.oe Fc
3
of 5° D LOT ig MAINTENANCE EASEMENT SD #20 ESIGN CURB (TYP.) O o I 11=632.89 (40) (61' PUBLI R/W) 10=633.82 (38}SIGN
_BN.63 TC� &
6 D.B.4518, 1 1-18 TOP=638.82 I II-632.93 (38B) D6 4518/P 1-18 sd„3FG ea
11 \ AS -BUILT (TYPJ - - -
\ q9 LOT 1$ 20' SANITARY SEWER 1=631.97 (36)-11=630.66 (20) �e46.ezrG� S -
SD #22 fid0.dz FC
EASEMENT 11=631.97 (36) IQ=630.56-(38Fj-� S eao c 'o
I x TOP=640.05 - - - -I •-• * F�
SO#F50 D.B.4518, PG.1-18 10=631.71 (38) 46T S ozd c
LOT 27
SD #96
TOP=639.11
10=632.21
SPEED LIMIT
1110.l111z.
SIGHT DISTANCE
EASEMENT /
D.B.4518, PG.1-18�
0
a2rS�ETN �03g-(PN 5j
32 FC
1
\ / TOP=637.97) SIGHT DISTANCE 10-632.89 (20) - - - - - 39 ek rc io c we s6F + _ W�f�W 21+0 N' PHASE 1
- - 10-633.36 - 6ae.e5 �. N� EASEMENT AS BUILT- - - � � oz c ' o fia zs Fc
� fi3 T 4 FC �-:X •• TA W 36'6a ]5 TG
D.B.4518, PG.1-1$ CENTERLINE TYP. - BEG. PHASE
lP \ TC ( ) 638. 63878 FG 10.0 1 0.83 to 2D+D ,AS 841.5] 841
� CG-6 (TYP) � r �"`12. -i W DP o-w 1950 w1.z4 641.ee rc 6�4i:ai Fc 64,. VDOT STD. CG-12 (TYPJ LOT 47
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p tw .. � W 18+50 41 �- 641 a4 Tc 641 ,e Fc
... � N 18+00 i a4o.n Tc 64o e4 Fc S
a GZm \ ws\ SPEED LIMIT 641'] W 17+50 s4o.75 Tc u� sao. b
SIGN 81z.�Fc � zF s•. •• • - .• � 15 d 6 50 1 %8364o 23 TG 640. Tc 64o z5 Fc Y 64,.6z TO N STOP SIGN
644.15 TC ,-} 9 ¢ 16+00 1 .14 639.42 833.90 TC 9® 839 ]3 FG . +•r - ° 42F 641:87 FTC
C
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839.98 FG 841 G �
84385E / 3888 •.- � .87 839.2E TC 8390.6 FC , •. : ': + PAR GSIG •ee ,6
\ �%'m X•'\ STOPSIGN -;.." � 23 ^^ 639.06 TC 83 FC + \ 0 C\
s 1 15+00 0911 TC 638. c ' ' } CG+6 5' CONCRETE SIDEWALK (TYP.)
\fJl \ LL + \ + 10 sas 9e ',moo fi3861 FC ••• ....., + SD � edo.z2 G1)
\ '+•- 1ga00 641.5e 839.80 FC +-d TOP=640.92 STREET SIG 5z?c - _ (1'P
\ sass To *, `> dzs e4z.e7 re } • • } N ) 10=634.71 (40) eao oz F a. o.�a TC
d.o6 Fc i 13+50 z37F „e + > SD #38 PARKING THIS SIDE ONLY + 39.63 Fc
ea4.e9 e45.1 3$•- 6 .w Ia.6'o 51°HOPE } M Tm-� TOP=633.9 *Benchmark
o as.04Tr +13 0 x D 24 C7 10=e33.42 (38)
fi44.49FC X 44�TC .64FC 13 0z 1 ' /p 01an4Tc T .10 sD#3s T m L.F. Cor. DL(40) LOT30 .� qq
/ \ \ \ 644.38 Fc x aFc 11=635.33 22 TOP=638.90 n Elev.=640.98 \ c\ SD#16
/ ^ \ STREET SIGN e,5]6 w/ _ ( ) '" LOT 6
s:� F� fiu Tc 10=633.54 (26) 10=632.42 (20) TOP=639.06 4
^0y a.7n 643. c \ 1-632.04(18)
645.81 TG h - x SPEED LIMIT b39.6b
64s.a1� 1,Z+00 "o I SIGN DESIGN CENTERLINE (TYP.) 639.10 saP Ib=631.92 (LA
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y 30 ,,, S bu.ao Fc D.6.4518, PG.1-18 \ +
N \ 5p P('j O R3 r TSTREET SIGN TOP=645.10
\ �8 31251 w 11+6 /fi e.ze F 11=637.27 (24) SD #18 8.16 is
64s.e c In=A1716(28) \ TOP=639.0 20' STORM DRAIN \
10=632.50 16 e6e se Te
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STOP SIG M.9 Fc D.B.4518, PG.1-18 x IO,�IG LOT 31 63.26 :.;x LOT 45
10+50 .83 C
/ VDOT STD. CG-12 (TYP. 31 3 X •- 5a 837.04TG \
�630 5"HDPE \ 20' SANITARY SEWER
` U' o' 896 ' 05600-00-00-097C0 EASEMENT \ 54 Fc \ SD #14
10+ .. 635 3kTc TOP-632.31
SD #28 WILLIAMS, KELLIE ARLENE D.B.4518, PG 3.6fi FG 1-624.48 (16)
0 2s TOP=645.37 2.000 ACRES \ 11=624.47 (14B)/
056HO--00-0450 59.5'0 15" E II= 638.06 (26) ZONING: \ , 10=624.33 (12)
O'CO OR, JOHN O LORI \ N IN 6 45- 10=637.90 (30) D.B. 2014 PG. 356 SO B TOP 632 3\
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TOP=64\\ LANDSCAPING •l
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11=638.(2$) 20MsFc
10=638.33 (32MAINTENAN'18CE EASEMENT +
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LOW PT ELEV: 63V.88
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HIGH PT ELEV: 647.87
Q PVI STA:10+57.35 SSD=118'
U)) PVI ELEV:648.05 LOW PT STA: 11+70.70 HIGH PT STA: 12+75.00
Y m K:17.50 LOW PT ELEV: 645.81 HIGH PT ELEV: 645.71
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00 (O 0 rn SSD=371' 0 o PVI ELEV:645.59
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NOTES:
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ALL STORM
PIPE SHALL
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lIl
RCP
NLES
NOT
MUST
BE PROVIDED.
2.
ALL
OADW
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ANKM
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TERIA
SHA
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UNIFORM
LAYERS
NOT MORE
THAN
8
INCHEE
IN
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AND
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ALL
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STM
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MINIM
M 3'
OF C
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W/L
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MINIM
M 1
OF VE
TICAL
SEPARATION
FROM
SrOR
SE WE
& WIL
AN
1. 5'
ZUST
OF SED
ARATON
BE
TWEEN
W/L
SANI
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WER
43E
PROVIDED.
7.
VDOT
STD. l
-1 INLET
SHAPING
REQURED
CN
ALL
STRUCTURES.
8.
VDOT
STD S
-1 SAFETY
SLAB
EQUI
ED ON
ALL
STRU(.
TURES
GREATER
THAN
1
DEEID.
9.
THE DUCTILE
IRON
WATERLINES
SHALL
BE
APP
IN
POLYETHYLENE
EN
ASEMEN
l
NEED
D BA
ED O
SOIL
CONDITIONS,
WHICH
WILL
BE TESTED
AND l
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D
DURING
THE
CONSTRUCrON
PROCESS
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PVI ST :30+29
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LVC:150.00
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RE HYDRANT
ASS EMBLY.
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LOW PT STA:
LOW FT ELE'
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655
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JONNA STREET
NOTE -
THE OUTFALL FOR CD-1 AND CD-2 ALONG THE ROADWAY
CONNECT TO THE STORM SEWER SYSTEM OR UNDERDRAIN
SYSTEM.
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N
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DESIGN SPEED = 30 MPH J
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2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
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UNIFORM LAYERS NOT MORE THAN 8 INCHES IN
THICKNESS BEFORE COMPACTION OVER THE ENTIRE
ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD (n
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J. ALL FILL MUST MEET 957 COMPACTION.
VERTICAL SCALE �
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6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM un
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STRUCTURES.
8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL HORIZONTAL SCALE - �
STRUCTURES GREATER THAN 72' DEEP.
9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN so o I I - I u
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1 inch = 50 ft. CN
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JOB NO.
112066
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SHEET NO.
6
660 HIG PT STA:
20+1
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660
HIGH
PT
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P
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HIGH
PT
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47.06
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TA: 15
76.77
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ASBUILT SIGHT DISTANCE:
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EASTERN AVENUE INTERSECTION
3.5' EY
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650
645
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EASTERN AVENUE INTERSECTION
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co
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640
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ASBUILT SIGHT DISTANCE:
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3+00 3+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
ASBUILT SIGHT DISTANCE:
3.5' EY
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650
645
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280 SIG
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3.5' EY
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645 1
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642.0'
640
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3.5'OBJE
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640
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638.yi'
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645
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NORTH SIGHT DISTANCE ALONG JONNA STREET-
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5 0 25 5 10
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
ASBUILT SIGHT DISTANCE:
SOUTH SIGHT DISTANCE ALONG JONNA STREET-
JONNA STREET (SOUTH)/
LAVACA COURT INTERSECTION
3.5' EY
HEIGHT
645
ASBUIL
GRADE
6yz.0'
280SIG
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ASBUILT SIGHT DISTANCE:
EAST SIGHT DISTANCE ALONG WESTHALL DRIVE-
JONNA STREET (SOUTH)/
WESTHALL DRIVE INTERSECTION
SCOTT/R. C'�ILLINS-Lic. No. 035791,E
Po 02/20/23
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TYPICAL ROAD SECTIONS
SC0TT R. LINS'Z
NOTE: PROPOSED LANDSCAPING TO
UTILIZE OUTER 3' OF PLANTING STRIP
R� PER 3' CLEAR ZONE REQUIREMENT CA ,
CG-6 POINT OF CG-6
4" CONCRETE 3• CURB & GUTTER FINISHED GRADE CURB & GUTTER 31
SIDEWALK CLEA� CLEAN R ZONEI
EXIST. GROUND 2R SURFACE jj 1
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_ 6. PLANTING '+ 6' PLANTING
- 4" 11DE 21ASE 'STRIP 4"" UD-4 UNDERDRAIN* " Ivor 4"' UD-4 6S21AOE7 STRIP
STONE BASE STONE UNDERDRAIN* BASE SUBBASE
EXIST. GROUND B�
7 5 6 16' i6' BZS 6
(TRAVEL LANE) (TRAVEL LANE)
36' F/C-F/C
61,
R W
*NOTE. UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TYPICAL NEIGHBORHOOD STREET SECTION (61 ' R/WJ
#'ESTHALL DRIVE (PUBLIC ROAD)
GS-SSAR RESIDENTIAL &MIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 MPH
PARIfINC BOTH SIDES
NO PROPOSED LANDSCAPING TO
U TIL E OUTER 3" OF PLAN77NG STRIP
RAW PER ' CLEAR ZONE REQUIREMENT CAL
CG-6 POINT OF CG-6
4" CONCRETE 3• CURB & GUTTER CURB & GUTTER 3' 4" CONCRETE
FINISHED GRADE SIDEWALK CLEAR ZONE CLEAR ZONE
EXIST. GROUND �qX ' 20 2R SURFACE SIDEWALK
2R Q
_ 6' PLANTING ^+ - 6" PLANTING
- STRIP _ 4"' UD-4 UNDERDRAIN*
4" VDOT 2fA �. STRIP
TONE UNDERDRAIN BASE SUBBASE 21ASTON4" VDOT 21
STONE BASE tin . ztA STONE BASE
EXIST. GROUND BA g BASE
10 5 s as zs s 5
14' 14'
(TRAVEL LANE) (TRAVEL LANE)
32' F/C-F/C
57'
*NOTE. UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W
ATER THAN 1000 VPD
TRAFFIC ON THE PROPOSED
TYPICALGRENElGHBORHOOD STREET SECTION (57' R)7J
✓ONNA STREET, LAVACA COURT
CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 25 MPH
PARIfINU 1 SIDE ONLY
ROAD NOTES
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH
A MINIMUM COVER OF ONE (1) FOOT
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON
THE PLANS OR WHERE FIELD CONDITIONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS
OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE.
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED
FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED:
I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE
BEING COVERED.
III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE
PLACEMENT OF ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS,
SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE
APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES,
FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE
AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART
OF THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR
TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL
TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING
ELIGIBLE FOR STATE MAINTENANCE.
4" CONCRETE
SIDEWALK
(� EXIST. GROUND
EXIST. GROUND
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Lic. No. 035791,E
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1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL
BE MADE BY THE COUNTY, THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF
COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF
CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE,
THE CON7RACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE
(3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST
RESULTS FOR APPROVAL.
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A
NA TURAL WA TERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE
END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL
GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS
REQUIRED, lT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF
PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE
INCREASED TO SEVEN 7 FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES
SHALL CONFORM TO VDOT STANDARD PE-1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH
SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY
ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT
VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND
RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED
BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,
THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE
DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE
SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS
SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
TRIP GENERATION
CG-12
NOTE COMPONENTS OF CURB RAMPS CONSIST IN THE FOLLOWING
HYDRAULIC MPONE CEMENT CURB
(DEPTH IN INCHES. AREA IN FOLLOWING:
YARDS)
CG-3 IN LINEAR FEET)
UIRED ICG-2 R(AREA
WHEN GRNING
GENERAL
NOTES•
DETTECTABLE WAB SURFACE IN SQUARE YARDS)
11
1
SCALE: O O 1
1.
2.
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
AR DETECTABLE WNNG SHALL BE FROM THE MATERIALS APPROVED LIST FOR
EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP.
-
1
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET
SIDEWALK RAMP 72=1 MAX
4B=1 MA%
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL.
TRIP GENERATION CALCULATIONS
3.
4.
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
JOINT WITH IF RAMPOOROFLOORUSI PRECAST. HOLES MUSTPERMISSIBLE CONSTRUCTION
BEPROVIDEDFOR DOWELRED BARSARS. SO
4'
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
10�1 MPx
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
TYPE A
5.
REQUIRED BARS ARE TO BE NO.5 X B" PLACED TCENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM
PERPENDICULAR
TRIP GENERATION BASED ON ITE TRIP
CONCRETECOVER, GU
6.
CURB / AN
AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS
r via
MIN
GENERATION MANUAL (8T H EDITION)
7.
INCLUDED
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
CURB RAMPS ARE TBE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
5.
' 12>2MAX
T
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
171
AN ACCESSIBLE ROUTE WITHIN THE RIGHT WAY A HIGHWAY FACILITY
MAX
131 SINGLE FAMILY DETACHED UNITS
-CODE 210
CROSSES A CURB REGARDLESS OF WHETHERER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
TYPE B
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
PARALLEL
UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS bF A FACILITY THAT CAN BE APPROACHED, ENTERED
v R
ADT: 1254 VPD (627 ENTER/ 627
EXIT)
B.
AND USED BY PEDESTRIANS.
RAMPS MAY PLACED TANGENTIAL SECTIONS PROVIDED THAT
S
1
THE CURB OPEE NI IS PLACED WIT WITHININ THE LIMITS OF THE CROSSWALK AND ;
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12'1 M-
PERPENOICULAR TO THE CURB.
*
y MAIN
JH,'y'`
9.
TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNDT
ACCOMMODATE
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
QUIRE
MIN
AM PEAK: 98 VPH (24
ENTER/ 74 EXIT)
REFER TO STANDARD COMMERCIAL ENTRANCE (HEAVY 4'
TRUCK TRAFFIC) FOR CONCRETE DEPTH.
AT * , 2" HIGHER THAN
EDGE OF PAVEMENT
10.
WHEN CURB RAMPS ARE USED IN CONJUNCTION'X.
WITH A SHARED USE PATH,
ATXC ,SAME AS TOP OF CURB
THE MINIMUM WIDTH SHALL E THE WIDTH OF THE SHARED USE PATH.
11.
WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL),
TYPE C
A 4' x W LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR
PARALLEL & PERPENDICULAR
PM PEAK: 132 V P H (83 ENTER/ 49 EXIT)
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN.
12.
ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF
TRUNCATED DOME �n
4" G-C
CURB A7 ENTRANCES STREET CONNECTIONS THE DETECTABLE
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD
.B"-2.
O O O O D O
o
z
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH
THEB
THE BACK OF CURB.
� -
� 0 0 0 0 0 0 0 0 0 0 0
U-0
0 0 0 O 0 O O O O O O D
Tq
LANDING
RAMP
u
0 000 000000000 00
la
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
n
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
I?
0/S5'X OF BASE DIAMETER
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 000 000000000 00
DETECTABLE
AT
SEE
WANING
BACK OF CURB
NOTE 12.
L O-9"-1.4^
VARIABLE FULL WIDTH RAMP FLOOR _
I
N- BASE gANETER
r PAY LIMITS
LIMITS
DETECTABLE WARNING TRUNCATED DOME
DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL
DETAIL
XVDOT
CC-12 DETECTABLE
WARNING SURFACE
SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
SHEET 10F 5
REVISION DATE
(GENERAL
NOTES)
105
203.05
07/15
VIRGINIA DEPARTMENT
OF TRANSPORTATION
PA VEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF THE AGGREGATE BASE MATERIAL. IF THE SS VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACTION BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE I, Il, OR III PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT IS APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC-250 0 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT: POSTS WALLS SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROAD WAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY" ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WAY.
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
6"
2" SM-9.5A
SURFACE COURSE
TOP
OF --4"
CURB71,
,,,1-2„ R
t
6"
7'
OR 78
STANDARD CCi-6 STONE#57BASE6UNDER CURB
CURB & GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
6" BM-25
INTERMEDIATE COURSE
9" COMPACTED AGGREGATE of
BASE COURSE, VDOT #21A
ULTIMATEOR #21B DEPENDING TRAFFIC LIMITS
AND UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT PAVING -
EASTERN AVENUE
NO SCALE
Table 4: Pavement Design (VDOT Pavement Design Guide)
(5' MIN.)
�-- 4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
•••
SURFACE
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
�IIIIIIIIIIIIIIIIIII
URSE
INTERMEDIATE COURSE
�iL-{
, IN
aa9 ll SRI
OR #218 DEPENDING ON
\4"-6" COMPACTED AGGREGATE-r, 4 -1
aa
COURSE,BASE •
ULTIMATE TRAFFIC LIMITS
AND UNDERDRAINS � 10
COMPACTED
SUBGRADE
ASPHALT PAVING
1 1 1 COURT,
R WESTHALL
JONNA STREET
NO SCALE
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
Eastern Avenue
10000
0
10000
5
5
22.44
SM-9.5
2
2.25
BM-25
6
2.25
21B
9
0.6
23.40
Lavaca Court
77
0
77
5
5
5.50
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
4
0.6
12.53
Westhall Drive
900
0
900
5
5
14.06
SM-9.5
1.5
2.25
BM-25
4
2.25
21A
6
0.6
15.98
Jonna Street
307
0
307
5
5
10.32
1 SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
Note: Contractor to bore any existing pavement being utilized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specifications are met
and are in accordance with their standards.
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SCALE
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SHEET NO.
7
TYPICAL ROAD SECTIONS: EASTERN AVENUE
IJ
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CS7 URBAN COLLACTOR AMCN SPEW..- 30 ArPll
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TYPICAL EASTERN AVENUE STREET SECTION (VAR WIDTH R/W)
NO ON—STRA'AT PARKING
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16f19.58 TO STA 17f36.09
W 5' —
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TYPICAL EASTERN AVENUE STREET SECTION (VAR WIDTH R/W)
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I—FINISHEO GRADE CURB & GUTTER
4" UD-4
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TYPICAL EASTERN AVENUE STREET SECTION (VAR WIDTH R/1#r)
NO ON—STRA'AT P4RA7NO
BASTA'RN CONNAVMR ROAD (PUBLIC ROAD)
CS7 URBAN COLLACTOR DBSIGN SPKKD.' 30 ArPll
MiL19.58 TO STA 15-A19.58
12' VAR W o- IY �BIKE�
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PRINT DE
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FINISHED GRADE CURB & GUTTER
VAR WiDM' F/C-F/C
VAR W1DM'
TYPICAL EASTERN AVENUE STREET SECTION (VAR WIDTH R11#)
NO ON—STRA'AT PARKING
X 4STA'RN CONNAL'TOR ROAD (PUBLIC ROAD)
C.5'7 URBAN COLLA'CTOR DBSIGN SPA'A'D.- 30 A1PH
15f19.58 TO STA 16t19.58
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4" UV-4
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NO ON—STRA'AT PARKING
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SCALE
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SHEET NO.
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