HomeMy WebLinkAboutSDP201900054 Plan - Other (not approved) 2019-09-095D P2019 0005q
GENERAL NOTES 1� — / OWNER/APPLICANT.• DUN&—lo 1VD€SANS TS LLC �✓�'c-�4�7v
455 SECOND ST SE, SUITE 400
CHARLOTTESNLLE, VA 22902
ENGINEER: COLLINS ENGINEERING
200 GARRETT ST, SU17F K
CHARLOTTESVILLE, VA 22902
(434)29J-J719 I
TAX MAP NO.: 06100-00-00-165RO (DB 4657 ✓ .13) J
TOTAL PRO..ECT AREA: &62 ACRES TOTAL (PHASE I - Z60 AG, • PHASE ll - 1.02 AC)
ZONING: R-4 RESIDENTIAL (BY -RIGHT) - NO PROFFERS
AIRPORT IMPACT AREA (AIA)
PROPOSED USE: PHASE I -
16 SINGLE FAMILY ATTACHED UN17S AND
12 SINGLE FAMILY DETACHED UNITS
PHASE lI - 14 TO —
REQUIRED DENSITY.' 4 DU/AC BONUS LEVEL OSTER DEVELOPMENT �
(NO MINIMUM LOT SIZE)✓ -
PROP05ED DENSITY' PHASE I - 28 UNITS
J PHA
S£.U-14
TpTAI'- 42 W/8. AC - 4.87 _U
NI
DENSITY, AFFORDABLE HOUSING
(4) TOBNHOUSE UNITS HAVE BEEN PROPOSED.
34 UNITS BY RIGHT, PLUS (4) AFFORDABLE UNITS ALLOWS (4)
ADDITIONAL UNITS FOR A TOTAL OF 42 UNITS.
j SIGNIFIES THE PROPOSED AFFORDABLE UNITS
OPEN SPACE.., REQ: 2.16 AC OF DEVELOPMENT 4EA (25.T);
PROV., OPEN SPACE A (0.13 AC + OPEN
SPACE B (2.54 AC) = 2.67 AC (31V
0.86 AC OUTSIDE CRITICAL SLOPES AND SWM (33T OF TOTAL)
THE OPEN SPACE WILL BE DEDICATED 70 THE HOA.
BUILDING HEIGHTS MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED J5'
NON-INnLL SETBACKS- FRONT 5' MIN AND 25' MAX
SIDE. 10' BUILDING SEPARATION
REAR: 20' MIN AND NO MAX
SUBDIVISION STREETS PHASE I - CURB & GUTTER (PARKING DN ONE SIDE ONLY)
PHASE II - UNITS FRONTING RIO ROAD & DUNLORA DRIVE NTH
PRIVATE ACCESS ALLEY FROM VARICK STREET
WATERSHED: THIS PARCEL IS NOT IN A WATER SUPPLY PROTECTED AREA -
SITE DRAINS TO MEADOW CREEK
AGRICULTURAL/FORESTAL DISTRICT.• NONE
TOPO & SURVEY..' TOPOGRAPHY AND BOUNDARY INFORMA 77ON PROVIDED WITH
ON -GROUND SURVEY BY CARDINAL SURVEY IN SEPTEMBER 2016.
NO If TOPOGRAPHY HAS BEEN UPDATED FOR PHASE /LAND
DISTURBANCE.
DATUM: NAD 83
EXISTING VEGETATION: PARTIALLY WOODED WITH EXISTING RESIDENCE S7RUCTURES
LIGHTING NO LICH77NG IS PROPOSED
PHASING, THIS PLAN IS PHASE H OF DUNLORA PARK (SPRING 2018)
RECREATION.- ✓2.67 ACRES OPEN SPACE (PASSIVE RECREA DON AREA)
PARKING' PHASE lR 2 OFF-STREET PARKING SPACES SHALL BE PROVIDED
FOR EACH DWELLING UNIT + 1 SPACE PER (4) UNITS FOR GUEST
PARKING,
TOTAL PARKING REQUIRED:
26 SPACES ON THE L07S + (4) GUEST SPACES
T07AL PARKING PROVIDED:
28 SPACES ON THE L07S + (6) GUEST SPACES
BUILDING SITES: PARCELS 1-42 MAY NOT BE FURTHER DIVIDED. ONLY (1)
DWELLING UNIT PER LOT SHALL BE ALLOWED.
BURIAL SITES. NONE
STREAM BUFFERSIFLOODPLAIN: THERE IS A PORTION OF A WPO STREAM BUFFER LOCATED
AT THE SOUTHEAST CORNER OF THE SITE. THERE IS NO
100-YEAR FLOOOPLAIN LIMITS ON 774E SUBJECT PARCEL, PER
FEMA MAP 51003CO229D; FEBRUARY 4, 2005.
OFFSITE DISTURBANCE.. NO OFFSIDE DISTURBANCE IS PROPOSED MTH THIS PLAN, EXCEPT
FOR THE TIE-IN CONNECTION TO THE SANITARY SEWER
WITHIN EXISTING UTILITY EASEMENT.
LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD
STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY
LANDSCAPING REQUIREMENTS. / �,(
LAND AREAS OPEN SPACE'' 2.67 AC. (31T)✓ �� `
LOTS: 4.64 AC. (54X)/ (/K
ROW/ACCESS ESMT DEDICATION: 1.31 AC. (15[)
IMPERVIOUS AREA:
ROADWAY= 29,600 (PHASE l) + 9,534 (PHASE II) = J9,134 SF (0.90 AC)
SIDEWALK/DRIVEWA YS= 21. 188 (PHASE 1) + 5,964 (PHASE 11) = 27,152 SF (0.62 AC)
BUILDINGS= 63,700 (PHASE I) + 10,995 (PHASE 11) = 74695 SF (1.71 AC)
17E TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE 17E TRIP GENERATION
MANUAL, 87H EDITION.
PHASE I. -
CODES 210 WERE USED FOR THE DEVELOPMENT
PROPOSED 28 DWELLING UNITS
ADT RATE - 268 ADT (1J4 ENTER/134 EXIT)
AM PEAK RATE - 21 VPH (5 ENTER/16 EXIT)
PM PEAK RATE - 29 VPH (18 ENTER/IO EXl7)
PHASE ll:
CODES 230 WERE USED FOR 774E DEVELOPMENT
PROPOSED 14 TOWNHOUSE UNITS
ADT RATE - 81 ADT (40 EN7ER/41 EX17)
AM PEAK RATE - 6 VPH (1 ENTER15 EXIT)
PM PEAK RATE - 7 VPH (5 EN7ER/2 EXIT)
SLOPES THIS SITE CONTAINS B07H MANAGED AND PRESERVED SLOPES AS
SHOWN ON THIS PUN.
TRASH: ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER
SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH
CONTAINER.
LIGHTING: NO ON STREET LIGHTING IS PROPOSED WITH THIS PUN.
DAM INUNDATION: THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
n"wii now ownv ouwce rr
FINAL SITE PLAN AMENDMENT #1'
AMENDMENT TO SDP201800002
R10 MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA
5.242
LOT 5
42' SFA
4,326 SF
LOT 6
42' SFA
4,839 SF
s
'
/
LOT 28
42' SFA
/
5,338 SF
I
LOT 27
42' SFA
\ -:
4,696 SF
( l"
6
/LOT 26
SFA
4,6,696 SF
/LOT 25
' O
SFA
r
�
5,313 SF
LOT 24
'
42' SFA
/
(�,1
5,310 SF/ LOT 23
50' SFA /
LOT 22
50' SFA
5,329 SF
1
�
LAYOUT PLAN
SCALE: 1" = 40'
MINOR SITE PLAN AMENDMENT PROPOSED CHANGES:
QMODIFICATIONS TO PROPOSED BUILDING FOOTPRINTS AND LOT LINES FOR THE TOWNHOUSE UNITS ALONG
DUNLORA DRIVE AND RIO ROAD.
®ADJUSTMENTS TO THE LANDSCAPING NTH THE NEW LOCATION OF THE TOWNHOUSE UNITS. OVERALL, THE
AMOUNT OF LANDSCAPING DOES NOT CHANGE WITH THIS SITE PLAN AMENDMENT.
® UPDATES TO THE WATER METER AND SANITARY SEWER LATERALS FOR THE TOWNHOUSE UNITS.
Q ADJUSTMENTS TO THE GRADING PLAN FOR THE NEW LOCATION OF THE TOWNHOUSE UNITS.
® UPDATES TO THE OVERALL OPEN SPACE (OPEN SPACE INCREASED BY 0.04 ACRES WITH NEW LAYOUT).
SCALE: 1" = 500'
�� evsnae WeeER—...—...—
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+ sENw NAR,r
WRB
- - - _ _ C(EARAVf lMIS
WRB h W/RF
0 PRLW0.4D PAVEMENT
MOT STANDARD Silly 9GIJ
"� EJ051MG CONTOUR
PRO^OSEO PERM PACERS
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Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
EXISTING APPROVED CONDITIONS
3
LAYOUT AND LANDSCAPING PLAN
4
GRADING AND UTILITY PLAN
5
SITE UTILITY DETAILS
6
TRAFFIC, NOTES & DETAILS
7
PROFILES
DRAINAGE MAP
9
DRAINAGE CALCULATIONS
10
STORMWATER MANAGEMENT NOTES & DETAILS
IV IUTAL NUMEER OF SHEETS
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
TH OF
Df
��
0 SCOTT R. COLLINSZ
U Lic. No. 035791
`P'ORAL
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30B NO.
152115
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SCALE
AS NOTED
SHEET NO.
1
—
€:
_____----_EXISTING ROADSIDE DITCH PROPERTY LINE (TYP. NL I NOTES:
CLUB DUNLORA, LLC. a. I MPROVEMENTS SHOWN HEREIN ARE APPROVED PER DU NLORA PARK ROAD& UTILITY PLAN SUBzoa6-zo6 AND DUNIORAe
PARCEL: 6aF-Ai
Egg (D.B.3574, PG.668) t PARK VSMP PLAN WPO-2017-35 (AMENDED WPO-2oa6-58). R-4 RECREATIONAL CLUB EXISTING PRESERVED z. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 5aoo3Cozz913, DATED�✓STEEP SLOPES FEBRUARY4,z005.
3. TOPOGRAPHY& BOU NDARY INFORMATION PROVI DED BY ON-G ROUND SURVEY BY CARDINAL SURVEY I N SEPTEMBER S'Zzoa6, AND FROM DEEDS AND PLANS OF RECORD. SLOPES HAVE BEEN DETERMINED LESS THAN z5% WHERE INDICATED .'�PER NEW TOPOGRAPHIC SURVEY AND SLOPES EXHIBIT PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES DATED MAY
SCHWARTZMAN, JOEL&ZWA w�PARCEL: 6zF-a5a8,zoa7, AS PERMITTED UNDER SECTION 3o.7.q(b)(h).v(D.B. 4679, PG. 643) 4- MANAG ED AND PRESERVED STEEP SLOPES EXIST AS SHOWN ON THE PROPERTY.
R-q RESIDENCE 5. THERE IS A PORTION OF A WPO STREAM BUFFER LOCATED AT THE SOUTHEAST CORNER OF THE SITE.
'..� LOT 1 6. THE PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
42' SFA 7. THE PROJECT ZONING IS R-4 AND AIRPORT IMPACT AREA(AIA).
APPROVED a5" RCP ENTRANCE CULVERT _ 2,350 SF LOT 2 7 \ \ \ \ \ \
TO DIVERT UPSTREAM ROADSIDE 5
DITCH UNDER NEW ENTRANCE I '42' SFA
2,510 SF LOT 3 \ LOT 7 LOT 8
•.\ �
42' SFA \ \ 40' SFD 50' SFD w
2,510 SF 7,881 SF $.143 SF \ \ 8 E
APPROVED MCPHERSON, MICHAEL OR CAROLYN
S
APPROVED STREET � PARCEL: 6aF-aq rr
TREE (iYPJ °,I -. WAT. LATERAL \ ` //. \ VQ $ G
APPROVED SIDEW! K i (TYFJ 1( \ LOT 9 (D. 4 RES1,PG.3a3) p a
\ � R-4 RESIDENCE z
LOT 4 APPROVED 50' SFD \ $ $ W
�u w SAN. LATERAL 8, 764 SF \• Z g Wwy c
CITY OF CHARLOTTESVILLE 42' SFA \ \ '\ \ z $ Q Z.
PARCEL:66g 3 .......� L; - 2,51 O SF
ra\ \• \\ / 2
(D.B. 4622, PG. 523) p O C +n
R-y ROADWAY VACANT LAND LOT 5
•V �' �/& C z_ u+ q
Y� Bfcy i
42' SFA
2,510 SF W u,
\ i
LOT 10 \ W
LOT 50' SFD
42' SF �,, 9,466 SF \•.� CROSS, WHITMAN OR JOY LEVICK
2,510 42' SF " x \ PARCEL 62F-23
450 \ (D.RB RESID EN
5
APPROVED 4' WIDE d DEEP V-DITCH �\ w (�� �0
TOCONVEY UPSTREAM FLOW TO THE STREAMS
PHASE LIN �P S� \ LOT 11 75 WPO STREAM BUFFER r a
/ ( 40' SFD K\ o pr 4 3
\ \ o
� � �� /.��'" � � 8,060 SF
1 \ LOT 2$ / \ \ LEVIN, JULIUS OR ETTA
EXISTING EO 42' SFA / APPROVED LOT 12 \ \ •� \ PARCEL: 62F-aa
3 2,51D SF WAT. LATERAL APPROVED 42' SFA \ \ (D.B. 4060, PG. 598) / 1�
EXISTING a ,� (TYP.) B"WATERLINEfO \ \ \ ,J� R-4 RESIDENCE
000, PAINTLINE �.. A7� 2.510 SF \ LOT 27 / LOT 13 PROVED
/AP \ \
42' SFA 42' SFA B^vARDDRAIN'B' [�
x " RIM--444.Do A. �
2,510 SF 2,510 SF
APPROVED `� >J" - -� \ Mui
r`n B"SANITARY LOT 15 \ \ \ \
SEWER LOT 14 \ \ \•• \ /� CV
LOT 26 40' SFD \
42' SFA ,51 SFA 6,690 SF �. v 0
j APPROVED GRADE LINE o 2, 510 SF
2,510 SF �1 RICHARDSONORVICTORIA M PARCELCEL::626zFm
LOT 25 1. LOT 16 � ••\ � R-4 RESIDENCE �
42' SFA APPROVED 50' SFD
\ o
\, �\ 8° YARD DRAIN'A' \ 1 1' N //w 2,510 SF V W 0
VAR WIDTH PUBLIC \ RIM=4q DD 8,584 SF \
DRAINAGE EASEMENT \ i �� • '� \ \\� \ N Z
D.B. PG. \ \ \ � \� �j � / \ \
C \ ;
x�Jt> V LOT 24 /
42' SFA _ / LLJ p
APPROVED SEGMENTAL 2,510 SF APPROVED '_',�� - �� J
RETAININGWALL \• APPROVED 6"WATERLINE = . -" \ \ PANOS, STEVE ORJOANNE W
APPROVE IDEWALK AND STREET TREES WILL BE \ LOT 23 - 1' �� \ \ H Q a
MAX HT.=6' \ SAN. LATERAL O' STORMWATER \ PARCEL: z-3 U)
REVISED ONG RIO ROAD IN ACCORDANCE WITH APPROVED - Ib --- VI \ (D.B. a6 PG.
RIO RO IMPROVEMENT PLAN BY OTHERS. SIDEWALK AND STREET \, mP') 42' SFA 0 --_.. ACCESS&MAINT.J / I \ 79, 34a) P Z o
TREES NRIO ROAD ARE INCLUDED IN THE SCOPE OF THIS PLAN. AP PROVED SEGMENTAL \, TW 2,510 SF ', EASEMENT ` \ R-y RESIDENCE O
W
W e 4 --_j D.B.— —PG-7 w U
RETAINING WALL 434 I \ ' . ■
MA%HT.=6' � , � SO' SFD ` \ V 0 � Q o
THESE SLOPES HAVE BEEN DETERMINED LESS THAN z5% \ I 7,957 SF I/ J/ '� 1\ \ J Lu
PER NEW TOPOGRAPHIC SURVEY AND SLOPES EXHIBIT PROVIDED BY �`\ LOT. 22 . J \ w 7�
ROUDABUSH,GALE, AND ASSOCIATES DATED MAY vB, aDa7, AS s 42' SFA - / \' \ Q z Q
PERMITTED UNDER SECTION 30.7.4(b)(h) m
2.510 SF LOT 21 �� U L L a
\ Z
7
40' SFD
6,915 SF
APPROVED SWM FOREST& \ ACE EASEMEN//p\\ LO�' 18 APPROVED ' \ \ W W
0(FROMP N PDUN ORA PARK \ \ \ - �- -� 4D' SFD SWM FACILITY 1 \ \ . )
ROAD PLAN=aog ac. MIN J \ LOT 20 6,100 SF S A9FA NITY ... ` \ \ (n Q X
Q \ T
RIO ROAD CURB L •\ \ TW 42 F 2
AND GUTTER �A �Q _•\ 420 ,9 SFD B.4137, P isa
6,953 SF LOT 19 � / � � � � � IW � W
(BY OTHERS)
EXISTING MANAGED \ 50' SFD —� -
O Q STEEPSLOPES \ \ 7,917 SF APPROVEDAININ NTAL' ..`;_ , WILLIFORD, JASON \ \
\ ••\ RETAINING WALL OR KWAMINAA I
MAX - _- (.PARCEL: 39,P z E (n
HT. 6'
D.B. g PG:3ag)
ESI ,
NIF \_• 4 yam_ W yaz � � RESIDENCE
� F
LAWRENCEE MARTIN,JR. \•- V _. -. _.. I -�_ /� R-4 W
WETSEL, THOMAS D LIFE ESTATE �� 4 PARCEL-6a-a65C \ - - \1 ^
PARCEL 6a-a67 x ..I -.... (D.B.4552,PG.a5) \•• ,. _ _ •\ \ m
u
(D.B. a688, PG.564) Al R-4 RESIDENCE
R-4 RESIDENTIAL - .b
ox _
TEMPORARY GRADING EASEMENT FOR " \ ! - - O
0
x
PUBLIC USE UPON DEMAND OF THE COUNTY ' j� WILLIAMH ROGERS JR.& \ \ ` - 4ti — ® \ i�
SHARYON L. ROGERS \ 3
' PARCEL: 6a 5SB __ LL'
(D.B. 5a6, PG. q;z) DUNLURA FOR 'EST PROPERTY
\ \\ R-y RESIDENCE z5'WPO STREAM BUFFER _ OWNERS ASSOCIATION,INC. ® U G F o
I CIO NEST PROPERTY { IN Q w Ej
_ MANAGEMENT ROBERT HAUSER OMHS, C. n N
PARCEL: 6zF- 13 PARCEL: 6zF-C/
WETSEL, THOMAS D&CLARENCE (D.B. 47a7, PG. a96) ® D.B. i6za, PG. 3b� IOB No.
PARCEL: 6a 6 OPEN SPACE R-q VACANT LAN u
>< ) \ \ GRAPHIC SCALE R-4 _
(D.B. a68a, PG. a7y) \ _- ----_ ` 15211$
R-4 RESIDENTIAL / " --
NIF SCALE
WILLIAM L. SIBLEY STORMWATER - \ ]."=301
( IN FEET) PARCEL: 6a-a65A MANAGE CCESS
(D.B. azgo, PG. 58o) AND MAINTENANCE — WyeBLEk R L; 62 OR MARY
/ l inch = 30 It
-__4__ _______� - SHEET NO.
\ � R-y RESIDENCE D.B. 4967, PG. a33 PARCEL. 6aF-7 v
/ (R y RE ID NCES) 2 F
.,EXHIBIT
F
fEN
SPACE
•
•A'_
`irrq
..MDE
RI CAL SLOPES
TOTAL OPEN S ACE
ORMCAL
t/
LOT
NUMBER
O_T
A A(s -
BUIL
AR'
29
2,188
; 1,256
30
' 1,536
1,030
31
1,855
968
32
1,-
1089
33
1,637
1135
34
1,672
1,172
35
1,641
1,140
36
1,610
1,110
37
1,610
1,105
38
2,436
1,485
39
2,119
1275
40
1,449
I'M
41
1,476
075
42
2,042
4z 5,242 SF Tx o
F
q � LOT 5
OF -WAY ESTABLISHED WITH } \TRq NC \
LORA PARK ROAD PLAN WAS (P) STREET siGN N f 42' SFA p Z
ICATED TO THE COUNTY FOR s • Sp + SCOTT R. 03579 SZ
• •� U Lie. No. 035791 �
(P)CG-12 4,326 SF .�4
C USE. SEE DB 4967, PG 133 � �/ �- `
k
\ L 0 T 6 TONAL
NO PARKING 42' SFA
SIGN (P) CG-11 ENTRANCE
s + '
/ 4,839 SF
� (P)\ SIGN
(/ T 303a /, g r
+ J w
x Ol 3j J �C'4 /f x a o 0
= Q U 0 S
I lK �• \ f/mow`` ` ,�w/� a Q N
VAR. WIDTH PRIVATE ACCESS ESM NO PARKING yN L/ / // c u�i 8 q
/ TO BENEFIT LOTS 29-42 SIGN \ -� /// / O o GF ,� w 1
X / PROPOSED / PROPOSED \ / x F'I N Z 1w o ce _
20mph SPEE �� p RUSTIC `X �, / U) '" 1w in W z
LIMIT SIGN + �;:,�x� GR-7 j' \ LOT 12
N < o Iu
LOT 28 GUARDRAIL U ' SFA W
j o
(P) CG 2 ebo 42' SFA 42
5,338 SF j�. + � / 4,921 S �
ti7 X ° ram" Y LOT 27
lJ
NO PARKING ° / 2' FA /
_SIGN- PHASE 6 SF~
O��O 1 / I \ fIt,.luJ _ \ k • m m ao m ao °'.
I
\ ENO PARKING LOT 26 / \
sIG\ 42' SFA
PROPOSED\ , ALBEMARLECOUNTYGIS 4,696 SF
DRIVEWAY \ PRESERVED STEEP S7ALBEMARLE
- a \ o \ ; COUNTY GIS
�'-MA�ED STEEP SLOPES LOT 25 -
'DEScK� \ 42' SFA ` + / � Z
e6 551 �11AM
/ \ C
X A `,1 \ 1L-PR/1P FO CFf-MFNTFO\ ` 5� 31 3 SF /
2 / �� / 5:310 SF W
SIDEWALX 4' OFF EXISTING 04
� \ q ,\
BACK OF CURB (RIO CURB \ p `� P P 1 Z Z
AND GUTTER BY OTHERS) 1 1 OPEN
ACE �� \ ,\ \ / LOT 23
-\ 25' MAX. FRONT 21t ' No ARKING ` '•� {APPROVED SWM FOREST& jQ' SFA
\ \ SETBACK LIN VAR. WIDTH PRIVATE ACCESS E1T\ OPEN SPACE EASEMENT a
N rP ) NO PARKING SIGN TO BENEFIT LOTS 29-42 ` '� (FROM DU PARK 4, 6 93 SF / �4 1'N J O m
20 mph SPEED ROAD PLAN SUB201600206) !� S--' -_1 Z a i
X 5 y \ x `11 W
\ \ 2 1, LIMIT SIGN 10 IC PROPOSED UNDERGROUND \ /` > AB El-
2 DETENTION SYSTEM \`' / ,/11 (�q W ~1 a a
FOR WATER QUANTITY i I U
\ 9 l \ \ LOT 2 f ti l9
25' STREAM
BUFFER Q '
BUFFER 50 SFA O � 0 J
\ �o( 36 0 l�(p \ \ / 5,329 SFr 3 Q ZZ
I.>�3g� �"�t. \� ` \ y�r \ "'T (TYPSi PARKING SIGN
V"j' J"`� 3' CONC. SIDEWALK
CG 2w/2 UNOBSTRUCTE w � Q $.
O� \ \ . 6 A BUMPER OVERHANG LOT 21 1 4
\� U J i' QK 40 SFD
RIO ROAD CURB AND / -� �I \ 7,218 SF W „
GUTTERIMPROVEMCM \ I \ •' - \ 0 i ' ^ E
PROPOSED (6) \ \ V / O
(BY OTHERS) ya RKING SPACES ✓ \ . / (n Q �-
O \ i
NOTE: DEVELOPER WILL FIELD CHECK AND DOCUMENT THE *i Y/ 6I / Nc \ (l,( d. .
ELEVATION OF THE SIDEWALK FORMWORK BASED ON THE MOST STREET TREE (FRONfAPP \ \ / 2 ' z SIGN I LLI
DUNLORA PARK RO PLA @ 1 : .u,� ,ems ,.� ' Ir
CURRENT ALBEMARLE COUNTY RIO ROAD SIDEWALK PLANS AND ✓ si°
PROPOSED TURN AROUND
OBTAIN ALBEMARLE COUNTY PROJECT MANAGEMENT DIVISION p SED TEMPORARY GRADP VG \ / 5 StpBf' ( 1� (/�
APPROVAL OF THE FORMWORK ELEVATIONS PRIOR TO POURING EMENT FOR PUBLIC USE UPON
THE CONCRETE. DEVELOPER WILL BE RESPONSIBLE TO REMOVE l S DEMAND OF THE COUNTY
AND REPLACE SIDEWALK SECTIONS NOT ACCEPTED BY VDOT Ch / \ �g 4 ( \ \ � Q
DUE TO NON-COMPLIANCE WITH THE CURB ELEVATION AND 1 i �y+ 9 p \ ! (^ g pY
st'I A G \ - NO PARKING - OY
CROSS SLOPE STANDARDS. A' \ SIGN E
FROM APPROVED ROAD PLAN (STREET TREES) LUS 11 R 2 OP, 3 PY &SHRUBS:
VAR. WIDTH PRIVATE ACCESS ESMT PLANT SCHEDULE p o
TO BENEFIT LOTS 29-42 TALSITE c:, O
�_ S ���• �� f.Cl O ('�^,'vy �' \\a �'\ _ , J (SHALL EXTEND TO PROPERTY LINE) SYM BOTANICAL COMMON NAME SIZE CANOPY ('o OUANTI COVERAGE (.0 O 04
0 ` \ U.1 AA .FRONT TREES J
P SETBACK LINE \ \� - VDOT STANDARD BARRIER Z w,
�^ S \ ) CG-2 QP QUERCUS PALUSTRIS PIN OAK 21/2' cal. 419 28 11,732 FF
SEE SHEET 6 FOR DETAIL
QUERCUS RUBRA RED OAK 21/2" [al. 424 14,416 G
PROPOSED VAR. WIDTH LANDSCAPING L� PY IPRUNUSYEDOENSIS IYOSHINOCHERRY 6-7 ht. 99 3 297 Q t
IF
EASEMENT (6' OFF BACK OF SIDEWALK - TYP.) - SHRUBS a x
EASEMENT WILLBEMAINTCATED ENANCE
THEPURPOSES
HOASES / \ dfi, X �5�� 6 AB ABELIA GRANDIFLORA GLOSSY ABELIA 24ht.min. 14 9 126 N
FOR MAINTENANCE PURPOSES \ b1oB No.
' \ IC ICE%CORNUiA CHINESE HOLLY 24 ht. min. 14 10 1a0
GRAPHIC SCALE TOTAL CANOPY Ba 2fi,711 152115
T CONC. S DEWALK , � CANOPY CALCULATIONS: SCALE
� �U OUNI ORA PARCFI AREA: 8.62 AC INTERIOR LANDSCAPING (PHASE II ONLY): AS NOTED
�PROPOSED F CONCRETE \ - k-1
SIDEWALK 4' OFF EXISTING ANOPY E UI ED:BACK OF CURB (RID CURB \ 1 �� N„f/" INFED) A'R17SHEET NO.QAND;UTTER BY OTHERS) \ Qi) c141 inch = 80 M ADDI ONAL CANOPY PROV DED =0.61 A pl( 3
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IF
ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES
GENERAL WATER & SEWER CONDITIONS
November 16, 2015
ACSA GENERAL WA TER & SEWER COND1 TJONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INSPECTORS THE CONTRACTOR WiLL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA
OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARiL Y SHOWN ON THE PLANS AND WHERE SHOWN ARE ONL Y APPROXIMA TEL Y CORRECT.
THE CONTRACTOR SHALL
, ON HIS OWN INi TIA TI VE LOCATE ALL UNDERGROUND LINES AND
STRUCTURES, AS NECESSARY.
J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDI T10N OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN 1N NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF)
.
( 35 FEET OF
COVER MEASURED FROM THE TOP OF PiPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL
FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
R LOCATED OUTSIDE F ROADSIDE DITCHES. 7. ALL WA TER AND SEWER APPURTENANCES E T A OBE COCA E S DE O DADS DE D C ES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED iN THE ACSA EASEMENT.
CO Wl TH THE NO -LEAD REGULATION
10. THE CONTRACTOR SHALL BE RESPONSIBLE PLY 0 T M
REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL J874 WHICH AMENDS
THE SAFE DRINKING WA TER ACT).
5L-t
M$ @MS 4 B C-C TYP.
95 OARS
9 B" C•C TTP.
A A
@ @
TT
1(�
L-
T R
i
TIT
•� I I -
TT
T TT-.
AND
PLAN WALL THICKNEESs VARIES PLAN
CLASS A3 CONCRETE
CLASS A3 CONCRETE
SECTION A -A
NOTES'
SECTION B B
L TIE STMO D SAF TY S IS •I 1 Y ' AR E LAB L t S TO BE USED ONLY WHEN SPECIFIED IN THE PLANS
OT1 THE ORNMACE SDMMMY SHEET AND/OR TW DRMNACE DESCRIPTION. FOR MANHOLES,
,7VNC710N BOXES. ANO DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACMIG OF
ADJACENT SAFETY SLABS SHALL BE B'TO IF WITH ND SAFETY SLAB LOCATED WITHIN B FEET
OF THE TOP OR BOTTOM OF THE STRUCTURE_ SAFETY SLABS SHALL NOT EE LOCATED BELOW
ANY INLET PIPE OF So" DIAMETER OR GREATER.
2. THE COST OF THE SL•1 15 I.7CLUOED IN THE COST OF THE STRICTURE.
SEE FURTHIN ER LACE DRAWINGS
FOR
$. ACCESS OPENING5 ARE TO DE $TAOOC RED FROM ONE SSE OF STRUCTURE T4 THE
OINER WHERE APPUCABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY.
4.5 BARS IT B" C•C TYP.
4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE
CLASS A3 (3000 PSI). PRECAST CONCRETE I$ TO BE A4 (4000 PSII, REINFORCTiO-
STEEL TO BE IN AGCORUANGE WITH AASHHTO Mal.
5_ ACCESS OPENINGS MAY BE R N R E 3U" DIAMETER 0 30" SQUARE. WHEN TR UCTURE WIDTH YS
LESS 30" THE ACCESS 4PENWG Stw,L BE ftEG7A.Nt;ULAR tSTftVC1URE riiDYH BY
LONG).
30" LIX4GT.
TYPICAL PRECAST UNIT
�'��
ROAD PAID BRIDGE SVISION
TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS,
MANHOLES AND JUNCTION BOXES
Sp-"c CE"
SHEET I OF 1
A
REVISION DALE
YIRCINIA DEPARTMENT OF TRANSPORTATION
302
IP0,14
2U16 ROAD & BRIDGE STANDARDS
- I
30" DIAMETER
TrTT
T-i-iTTT�-1
a6lEATiiIZ Lift ' FI$Ri:
(OVERLAP F•0 1 AT xCPT
PAVBP SWNADER
STA uao OPEN '_-
fi8.2B AGGREGATE
u. PRANACE FAVEtiN'T r
•�... -
eeBASC LAYER YER
4'Pi+E
L SL> 7sa4t
SWGRADE
OUTLET PPE
TED
TYPE or PIPE
N:RUEHNG
SIM,NN
iLW.T...4"
NOfE 0W.E7ER
5NOOTN HALL'PYG
,I03
CgTMYOAIED PE
AASNTo VF252
SEE NONE 1 07 AGGREGATE. „a AGGREGATE OR GRUSED
-NY ra^ GLAss:TEEING P GRADATION RgGIImtEERNT. NON -PERFORATED OUTLET PIPE FOR USE
UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS
(EDGE ,PAYED Skmt.OE'R}
PAVED SHOULDER SECTION
(FOR USE WiTH STABILIZED OPEN -GRADED DRAINAGE LAYER)
UCERORAN G114-L EE C.FHTDiCU UNOER CURE AND GUTTER, A WAIL 1fACA9E55 ±Atli - INCHES
CEOTE%ILE ORTAG" FJeRq
AAA TESTED ACCCROWO TO ASIM 0-1412 AT 52 DEFLECTION.
tOYEgLAF 1'.p+ AT 7CPI ,. VO'NN CRADE
SIAMUIED .:�
AVTJf2NT '4� t : -xp SHOULDER
0RH1JiR LATER - SiE NOTE 9 "GMN GRADED '
iwpx LAYER ,"i � � MAN L44C PAVEMENT �- TED Y Culfcc ou
DUTIETP9'E
SEE NOTE 1 •O'.. SIfOU[BEiL-- - - -.-
*67 A4tKCATE t3 ACCRECATE CA {N49HE0. -4•' 5T0. U04 REBID. TO. UD-4 RE04.
CAA53 WETTING 40 GRADATION WOVREMENT,
CURB AND GUTTER SECTION /
(FOR USE WITH STABILIZED OPEN-CRADED DRAINAGE LAYER) SROADER
PAVEIiNT
NOTES( E9 EP $
1. 4' Lffil , PROVVW AITAINHG INS LM 4" Of AG(2JLOAIE OR TOP OF PPE E;DGEDRAJNS IN GORE AREAS
2. WHEII THE LGNGITLDEIAL PPE CCNNE0T5 DEECiLY NLD A NtI:TLNCE S7RlYCTLRE _ .. ...... ... .....
CORW IAiEI. YINNHOLE. EGT.3• "W- URKIED OUTLET PIPES IRE Nor REUURED.
J. NVERT ELEVATION AT OUMEY EMT OF CUTLET' PIPE TO 9E A MNW M OF i'•W'
AUDI INVERT ELEVATION OF RECEIYYG 0UNAGE gtCH OR :TRUCTVII
4. ALL CONFECTIONS (EUSCRS WYES,E,TC.F ATtHIN PAY LAITS FOR CUTLET PPE
ARE 70 OE of THE SAME CRU`5,MU STRENGTH AS THE OUTLET. PIPE. COM:EflGIA6 sICEWW_K ON
5. CUTLET PIPES /TE TO Z INSTALLED ON 22 AWN: LT%DESIRAOM GiWE AND PERFCRAT® ENTFi.WCE ylp,Aygp $PA4E.
EOCAISD EMERY 350'.NAIUAAN OR AS NOTEq ON PLAVS. LMIERORAN
d, SG PPE TO BE SEGUMLY OONlECTE7 70 EW_f2 OR 4TIiElL OftANF1AGE � THENCN WITH
OR.TvN�
AGGRLGAWI
7. 111 N 'T E LMTS OF A COWWRCLAL ENTRANCE. NUN-FENFQRATFA PPE SMALL BE
UYIL¢E) N MIT GF PERFORATED PIPE. ..
MANLIKE ROADWAY -
B. THE IEFQTR OF PPE BETWLEN THE 'NYE CGNECTNMN AND THE EW-12 SFIALL DE STD. CLAW
EAIRFA. M AO IAD4 THAN T O• TO PT�RMAT CA"jRA NSF€CIBpN pF TR'� AIAIN.4pF, A Ct1TT1•R kWILL
IN#ReRAN BETWEEN THE GIANTS �'N. EIDER �'RECTERN. ECNNON PERFORAETED�pIPE TURN$ .T.-I y.. GUTTER
9. IN 51EUAT" TOTEM FULL DEPTH OF STAW.IZED OPEN-CAUCI D 14T€WL CA"N07
NE YlWTTAN$D LIVER CURB AND GUTIEN, M. 214 AGGREGATE SHALL � USED
ONOER. AlA COTTER.
n0. 21 B A"AEGATE MAY A15O BE USED TROY TOF OF SrApIL.LiED gPEtt(aNADED
MATERIAL. 1,.YER AND CURB AND NAJ4 ID
REFERENCE STANDARD PAVEMENT EDGEDRAIN VV _ ar
240.. ROlD AND BRE7CE. STANDAP.OS
236 JE'Visi N DATE SHEET 2 Of 2
5OT VRMA. PEPANTTUERT Of TRANSPORTATION
7aT <IOB.07.
W-4
TYPE p€r»P{
SHWG StF?ETNOTR
{�NGAL TNPFETER
SWoilF WALL PVC
,103
SMOOtN WALL PE
TO PSI iE)t3f
GE ,!LE CRINt/ME FARM, UNOUWMN IKkL RE CENTERED UNDER CURB ANO GUTTER
NOYERLAT T-0" AT TYP} PANED SHOULDER
GEOTEXILE D±1AN.ACE FCC.b'.
PAVEMENT (OVERLM f-T- AT tOPT
MATFR'AL:::.� 'PAVE5t�N7 `:4'F:?V
'. •:. !:' UNSiA� ZED F
OUTLET PIPE hSF�'MA7.
R:DGPfL7E -
SEE NOTE 1 1137 AGCRE GATE. aG SI.OGRABC OUTLET PPE.
2'•0" T•0" AGC'MOATE OR CRUBtto SEE NOTE 1
fAAS$ MM NO L6 43T AGGREGATE, IS D.
PIPE
aAraAiLE 5lfONT4H RE°"VANT, AwgwATE OR CRUstED
HEDGE 'PAVED. SROULI7ER GLASS. K_'ETrm 44 -
fZAOAVCH REOUREMENt.
PAYED $HQVLPER' SEGTI9N CURET AND GUTTER SECTION
LP TO ELBOW, -
PIPE R PF,RFOiAIED 45• ELBOW
U'F TO ELEDiT
PPE IS PERFCJHATED
1;6+N ECTIW
PRBMARY OWEOTHON Pi�E-LESS AGGREGATE
TRENON WITH
OF WATER FLO?F ONWYU4E PAixec
NON PERFORATED
OAIRET PN'E 1TTPIOAT
45• ELBOW
CUNr<CTEtN
45' WYE
CC4►8CT10N
PAY LMTS-
FOR OUTLET
PPE TO
1-9" MA'(
45'EMw
{7�'tiMRJ
OUTLET PIPE
NO SCAE
ROAD AND a IDGEE SIANDARos
STANDARD PAVEMENT EGGEDRAIN
YROINA DEPARTMENT OF TRAINSPONTATOON
_.. -
IN
RETE MVIC.
SHEET 1 Of 1
REXISIOH DATE
40
z5a
254
Sol
TOl
W@. ..
CD- 2
LCFIIJRE OPIFEY FOR
��LO�
WENTPA SNBBA4E TOP OF CUT G°�
USGRAOE
TGE GF FLL
W-12
FEL ,CCMBNATION UtUERORNN �'
DR
LINE
�ly
(iYPICAI TI 4N0.LOER LEE
I WGE GF PAVEMENT
COMBINATION UNDERDRA IN CD-2 ON FILLS
I N 80 TRAVEL LADES
CENTER LINE SECTION
` F
(WITH TYPE (SELECT MATERIAL(
1'a EDGE W PAVEMENT
5t COLDER uNE
TRENCH PLACEMENT
.J
PICA. 1 TCE OF FILL
rt-PAVEMENT SURFACE G BASE
/
SUBBASE
UYITS OF PAY FOR
OUTLET PIPE
�a4• �ag-a. o. ao - a- o. aoao A -SELECT MATEMAL TYPE COME
PLAN VIEW SHOWING PLACEMENT OF
�:::� 457 AGGREGATE, NU AGGREGATE OR CRU'SHEU
CD-2 UNDERIJ IN
CLASS MEETING 48 GRADATION REQUIREMENTS.
D°ERANAGcc'F
FAaT�
NON -PERFORATED OUTLET PIPE
OR
-(-PAVEMENT SURFACE % BASE
0 0 o v v v o o v 4 VUE VASE OR CEMENT STAHLRED SYAME
-SELECT MAT AL TYPE I OR SLOGRADE
1' "'P-- •••_ - (CEMENT CR LIME SFAULIZED) N WALL Tf11CNHE55 (WIN) -INCHES
�•
�N57 AGGREGATE, NN AGGREGATE OR CRT .0
KNM TESTED ACCORDING 70 A6TM D-2412 AT S%DEFLECTION.
GEOTE%TILE _ 0.ASS MEETING NB WMATIM REQUIREMENTS.
FAG E 1 "
GENERAL NOTES
L TRETNCH SHAL BE FLIED WITH AGGREGATE AND THROAALY HMO TREED TO
NSURE COMPACTNESS.
APPROACH SLAB- PAVEMENT
2. OUTLET PIPE SHALL OWN AT THE EDGE OF THE TRAVEL LANE PAVEMENT NA
SHAL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 2 WIN. H3I
CESRAHLET GRATES
OPDCE �_2 EUCOASE
3. ON CURB AND CUTTER SECTIONS. WERE IT IS IMPOSSIBLE TO OTHEFTMSE PROVIFE
W.
6'-0'
OUTLETS
INLETS s FIXR UNGERORNNS, THEY ME TO BE LOCATED 50 AS TO DRAIN INTO CROP
Dq ENDUES.
SZEE NO. 216 6-MN. E IPT'TH) YPE=
4. ON S1PERELEYATED 'SECTIONS. TRENCH IS TO BE LMER ENTIRE PAYMENT AREA
WITH OUTLET PEE ON LOW 5'. ONLY.
B. INVERT ELEVATION AT OUTLET ENO OF OUTLET PIPE TO BE A WINNOW OF 1-0" ABOVE
INVENT ELEVATION OF IECEIYNG DRAINAGE DITCH ON STRUCRAiE.
PLACEMENT OF CO-2 UNDERDRAJN AT
6. ALL CONNECTIONS ELBOWS, WYES, ETC.T WITHIN PAY UNITS FOR CUTLET PPE ARE TO
BRIDGE APPROACH SLABS
BE OF THE SAC CRUSUNO STRENGTH AS THE GURET PIPE.
7. OUTLET PIPE TO BE SECLFELY CONNECTED TO EW-12CR OTTER CRAINAQE
SThUGNE¢.
SFECERENCE
REFERENCE
STANDARD COMBINATION UNDERDRAIN
(AT GRADE SAGS AND BRIDGE APPROACHES)
701
VRGNIA DEPARTMENT OF TRANSPORTATION
tOBA5
f1G411NC
1� 5 1/2" E.J.LW. 1574 CAST IRON CLEANOUT FRAME AND LID
10 1/4" INSTALLED FLUSH WITH FIrJISHED SURFACE
CONCRETE COLLAR POURED
SEE PAVEMEN
zl/z T
AROUND CLEANOUT COVER
� 1/2„ EXISTING GRADE REPLACEMENT
�(
(3500 PSI)
REQUIREMENTS
"• `•
PVC FEMALE CLEAr10UT ADAPTER
WITH INVERTED TIDE SCREW CAP OR
I
FLAT SLOTTED SCREW CAP
KUR-N-SEAL No. 5406•10 AVVS�
WITH 10 1/4" BAND
`'-PVC PIPE SEE BACKFILL AND
BEDDING
1-45°
BEND REQUIREMENTS
----PVCPIPESEWER LATERAL
SANITARY LATERAL ' •'��`•
NJYE
..�g�`.u�`h'J
1_
BOTTOM OFTREI`iCH SECTION 'A -A'
SEWER
� CUSTOMER'S PROPERTY
EASEMENT CR RIGHT-OF-WAY
SANITARY LATERAL1
(WHEN INLINE LAYOUT REQ'D) j
CAST IRON cLEArIOUT
FRAP'IE AND LID
YC
T .Ix � � � �.��•
i -v\ a
�Y
_
SEWER LATERAL
�5
Y ;
• J
A I
CONCRETE 45°BEND
COLLAR
I 24"
PLAN VIEW
STANDARD SANITARY CLEANOUT
IN PAVED AREAS
C;C)OD I (rl.J[tlUr, I I0�1 !blr`. I LRIAL R(.)C' KY I 0f.1NL)A I IC.)N 1',4A I LhIP,L
R''I TI:.L =1' S1rJ;'
r
11F't If E IC;r,:l '> 1-i- ItL'I,.:-1 RErI"/ ALL
Ht TIT- D'::Tk5, . i s I .:hl AND
-1-Erl (: ; .f ti'_T THE S(�IL ?F PF �S''ICTE A 1" = ELLIrJ.� (;F
�c)urau.x I Ic.;N Irl Inc;;(:}�? SOIL �_Jr�1L}E R - cwl_J I cc;�11)I I Ic�rl
_F R: - I:,-F'.A11 f h,r,:[-"-0rJ r,•^T-`-
kH.A_ 1 A. rv,-rd-I: T_k
r ILA I,,) I AERI ELk A IIIT ) . H EP II k Lxl r. `
if I TFf T-IF ± r = F 0t1 `.:F T-1F ,=R/I,`F
L T r.L If 54 L E A LEAST ) HI -IEf -1--,.N HE
T f EL_ ,.Tr.rl r- TFE THE LL,+EST JF_ C.) PLCTEC
L. T-F bl rIHL:I F.
F YF -i I t,TF �=, = T-'PFC 1170, H F .I=TI'b" F_i N..9.Ir. .4-All
BE ':6T`UlE±_ E--' L•;Ilf:±� A. ['TIRE SAD?-E.
J I IIJI I,i .C'E 0 511NCk ._-t','P':C '_a'`J'•[T TI3'•I `. li,_L 41 '_Nb I A
4 L :L:hLr: L=.1 _, .L_, I;,LL I I:.'S_ ', Pll'd,JI _ L I.,d:;L I L ;vIIFI
r -
Al- kti,ER L,=.Ic4..L. SdRLL HA`?_ ,v,l`11,i%,J±n _ _
i.a 5 ILL I.
aLl
F I FI,
-INISHLLI t_':ra.r''I_, `
A,rN
I LI I. E\L' h
'.I:; SERF " ::F AT. ,;,al
S E CTION
f' .A F .-, HhFr TNF � ± 51TH
_ P,F'F•LL LJ''. < 'I L L !1L Il L 1A:�I R^.S
'�' � LI .�:JL l� .li. L ITN J:'1•,'I LSL �ULSJL�
:f -:? L-I r-i:":.` f F nRTJ 4 PST ;:F F f :•r�l
-Ih.l_',HECi c;ftA.DE-�
U. .,T,..I VA - F F ` ,. I -
d 1
IId L
1 J
r'
H:-
IL <P -
v
k r, E:J:YI .^•Ik?," ',%:•.L•ik =•>•- ••H•`.LL=%:Ikr!_ al. I9Cf--1z '?c LisP,l
TYPICAL GATE VALVE
I•L
COVER LIFT NOTCH
14 1/2" -
12 1 /2" 12 3/8p
WATER
CAST IRON LID
• 18" METER BOX
ry`Z 1
N
ts"
� • , � " 6" EXTENSION
G,.
PIPE SLOT
(2 PLACES)
NOTES:
(1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HALE IS REQUIRED IN THE LID.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-10
L
�E
�- E
nI E
L
w= N c �vT On,l j uT rwj w `- Go� m
C7 a r
0
ELU
0E
_EW Ova � v
�V vW o!
l _
U
� r 3 E a'-'� Z
0E�vyj _n E �E�y� Q
0 c3 N R
N t° E a il u '-' N I° C3 w
w ¢ � u E v!
O o
2 0- ti
U
.Q
r171_ N E `E
Z q �'E In
.�..Vm `-aPJI
I
E ¢ E U
ivE b-E 5E `nE Ei w
iD � N ¢ Tq
u N W
CJ N
TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG S-I-D
TD-25
I
00
I
36"t<AtINI
24"MI
811MIN
EMBEDMENT
SPRING LINE
OF PIPE
N0. 68 STONE - -
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INTIAL BACKFILL*
(o" LIFTS)
� THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" max
4" min
--FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
ALL PIPE)
NOTE
1. OPEN GUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH N0. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0, 68
STONE SHALL BE PROVIDED
3.WHERE ROCK 15 ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIPAU 6 M
BEDDING OF N0. 88 STONE
TYPICAL SEWER PIPE
NSTALLATIflN IN TRENCH
N TS
FIG. 5-3
TD-32
AI
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTfES-
VILLE THREADS WHICH IS
t THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN 2' TO 1O' '■-
` (270')
7 CU. FT. 1J3°-ZzrvALVE Box
#68 STONE
42"MIN E" GATE
VALVE
< TEE
2500 P.S.I. CONCRETE
BASE AND THRUST r.•:� i,��y�T .
BLOCK AGAINST �'
UNDISTURBED STABLE
SOIL, STEEL PILE
WHEN T SOIL II � RESTRAINED JOINT FITTINGS
Y J HE IS D S iJRBED OR WHEN
A HYDRANT IS LOCATED IN A FILL IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES N1TH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1f2' MIN. COVER FROM THE M
N TO THE FIRE HYDRANT
( INCLUDING DITCHES }
3. FIPJISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. w-4
6�0 7�'
TD-8
1" COMPRE59OJ x 3f4' MALE PIPE COUPLING
OR APPROVED EQUAL
t- TYPE "N--
saF7 eoPPLx
FOR USE ON ATTACHED SINGLE FAMILY
- RESIDENTIAL SERVICES OR DUAL RESIQENl1AL
AND IRRIGATION `•,T-R.110E13.
-1'xi"Rl" TEE
D (L',± .
NOT-.
NO SW�AATEO FITnNGS
2'
DUAL SERVICE If= T
1' COMPRESSION x 3/4' MALE PIPE COLYPLIIiO
DR APPROVED EQUAL
1' TYPE 'K"
- SOFT COPPER
FOR USE ON DETACHED $INCITE FAMILY
RESIDENTIAL SERVICE YMERE AN IRRIGATION
METER IS NOT PROVIDED.
SINGLE SERVICE
NOTE:
1) SADDLES SHALL HE USED ON PVC WPC,
CAST IRON DD
FINISHED GRADE
-
10"-16'
LOCKYANG �I METER
BALL
VALVE (
(INLET 8
OUTLET)
,}g' MINI GOPPER$ETTER
I/B BEND COUFDNO-y I
I I-
- METER
CCRFORATION STOP BRICK AS
NECESSARY
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" &
" METERS)
Mrs
FIG. W-SA
i !
C13
2ce
:
SCaTT R. COLLINSZ
Lie. No. 035791 �
Z
%1SjONAL E�
LLJ
CD
o
� c
c°Cy
W
rl
rf
ri
1�
�+
A
>r
GENERAL CONSTRUCTION NOTES FOR STREETS
ROAD .NOTES
1.
CONSTRUCTION INSPECT70N OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL
GRADING
BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF
COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF
THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
CONSTRUCTION.
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
2.
UPON COMPLE7ON OF FINE GRADING AND PREPARA77ON OF THE ROADBED SUBGRADE,
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
774E CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE
2
WHERE UNSUITABLE MATERIAL 15 ENCOUNTERED IN THE ROADWAY, 1T SHALL BE REMOVED
(3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO 774E COUNTY. IF A
FROM THE EN77RE ROAD RIGHT OF WAY W1D7H AND REPLACED WHERE NECESSARY WI7H
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
SUITABLE MATERIAL TO 7HE SATISFACTION OF THE ENGINEER.
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST
J.
ALL GROW7H OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR 7HE
EN77RE EASEMENT. 07HER 7REES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
RESULTS FOR APPROVAL.
AT ROAD INTERSEC77ONS SHALL BE REMOVED.
J.
SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED K17HIN THE PUBLIC
4,
ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL
PRIOR TO 7HE CONSTRUC77ON OF THE SUBGRADE.
DRAINAGE OUTFALL EASEMENTS ARE TO BE EX7ENDED TO A BOUNDARY LINE OR A
NATURAL WATERCOURSE.
AND APPROPRIATE
DRAINAGE
4.
GUARDRAIL LOCA7ONS ARE APPROXIMATE. EXACT LENGTH, LOCA77ON
END 7REA7MENTS WILL BE FIELD VERIFIED AT THE 17ME OF CONSTRUC770N. ADDITIONAL
1-
ALL PIPE (CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH
GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF
A MINIMUM COVER OF ONE (1) FOOT.
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS
2.
STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON
REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM 7HE EDGE OF
THE PLANS, OR WHERE FIELD COND177ONS INDICATE
PAVEMENT TO 7HE FACE OF GUARDRAIL, AND ROADWAY SHOULDER MD774S SHALL BE
J.
ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
INCREASED TO SEVEN (7) FEET.
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
5.
WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA7IONS UNLESS
ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
OTHERWISE NOTED ON PLANS
6.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN71AL DRIVEWAY ENTRANCES
4.
ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SA77SFAC77ON OF 7HE
SHALL CONFORM TO VDOT STANDARD PE-1.
ENGINEER. DRAINAGE EASEMENTS SHALL EX7END TO A POINT DEEMED AS NATURAL WATER
Z
COMPLIANCE WITH 774E MINIMUM PAVEMENT W1D7H, SHOULDER WID7H AND DITCH
COURSE.
SECTIONS, AS SHOWN ON 774E TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE S7RICTLY
PAVEMENT
ADHERED TO.
1.
AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO 774E PLACEMENT
8.
ROAD PLAN APPROVAL FOR SUBDIVISIONS 1S SUBJECT TO FINAL SUBDIVISION PLAT
OF 774E AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, 774E
VAL1DA770N. SHOULD THE FINAL PLAT FOR 7HIS PROJECT EXPIRE PRIOR TO SIGNING AND
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 7HE PROPOSED
RECORDA77ON, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
METHOD OF CORRECTION.
9.
ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM W17H 77-1E VIRGINIA
2
SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND 774E ALBEMARLE COUNTY ROAD
COMPAC77ON BEFORE BASE IS PLACED.
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
J.
TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
10.
TRAFFIC CONTROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED
MEETS REQUIRED GRADA77ON FOR TYPE 1, 11, OR 111 PRIOR TO PLACING AGGREGATE BASE.
BY 774E DEVELOPER WHEN, IN 7HE OPINION OF 7HE COUNTY ENGINEER, OR DESIGNEE,
4.
THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 774E EVENT THAT
THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS
THE INTERMEDIATE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON OF 174E
11.
THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW 774E
AGGREGATE BASE. IN 774E EVENT 77-IAT THE INTERMEDIATE COURSE IS APPLIED PRIOR TO 60
DESIGN SPEED, OR AS DE7ERMINED BY VDOT FOR PUBLIC ROADS
DAYS OR MORE AFTER COMPLETION OF INSTALLA77ON OF 774E AGGREGA7E BASE, 7HE PUGMILL
12.
VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER 7HE
REQUIREMENT WILL APPLY.
SUBBASE MATERIAL AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG P01N7S AS
5.
THE USE OF AN AGGREGA7F SPREADER 1S REQUIRED WHEN PLACING AGGREGATE BASE.
SHOWN ON THE ROAD PROFILES
6.
BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON
13.
A VIDEO CAMERA INSPEC77ON 1S REQUIRED FOR ALL STORM SEWERS AND CULVERTS
BEFORE SURFACE TREA7MENT IS APPLIED.
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPEC77ONS THE VIDEO
Z
PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
INSPEC77ON SHALL BE CONDUC7ED IN ACCORDANCE W1774 VDOT'S VIDEO CAMERA
(PRIME COAT RC-250 0 0.3 GAL./SQ. YO.).
INSPEC77ON PROCEDURE AND WI774 A VDOT OR COUNTY INSPECTOR PRESENT.
8.
BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE W17H CURRENT VIRGINIA
DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS.
ALBEMARLE COUNTY
9.
ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
GENERAL CONSTRUCTION NOTES
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA77ON MAY BE LOCATED WITHIN
1 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING
THE STREETS RIGHT OF WAY.
CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM 774E VIRGINIA
DEPAR7MENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURA7ELY
REFLECT 774E REQUIREMENTS OF 774E PERMIT. WHERE ANY DISCREPANCIES OCCUR 774E
REQUIREMENTS OF 7HE PERMIT SHALL GOVERN.
2. ALL MA7ERIALS AND CONSTRUC77ON ME7HODS SHALL CONFORM TO CURRENT SPECIFICA77ONS
AND STANDARDS OF VDOT UNLESS 077-1ERWISE N07ED.
3. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
774E APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
CLEARING, GRADING OR OTHER CONS77RUC77ON.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER7ILIZED, SEEDED, AND MULCHED.
5. 774E MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN 174E
OPINION OF 7HE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
Z ALL TRAFFIC CON7ROL SIGNS SHALL CONFORM W1774 7HE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES
8. UNLESS 07HERMSE NOTED, ALL CONCRE7E PIPE SHALL BE REINFORCED CONCRETE
PIPE -CLASS Ill.
9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA
STANDARDS FOR 774E CONSTRUCTION INDUSTRY (29 CFR PART 1926).
CG-12
GENERAL NOTES:
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
APPROVED LIST FOR
Z. DETECTABLE WARNING :SHALL BE ,FROM THEMATERIALS 0
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL `MEET
THE REQUIREMENTS OF IHE SPECIAL PROVISION FOR . CG-12 DETECTABLE
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL.
J. SLOPING, SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
RE FLOOR OR BY USING.PERMISSBLE CONSTRUCTION JOINT WITH q L1R D E EARS.
4. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS: SO.
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE
SHALL BE CLASS A-4.
5:. REQUIRED BARS ARE TO BE NO.5 X B" PLACED I -CENTER TO CENTER ALONG
1 F A- FLUOR - MINIMUM
BOTH 1 SIDES OF THE. RAMP FLOOR, MIU DENTH 0 RAMP FLUOR M
CONCRETE, COV
ER VER 1
/z.
O ADJACENT, O CUR RAMPS
6. CURB !CURB AND GUTTER SLOPE TRANSITIONS E T B
ARE INCLUDED IN PAYMENT FOR CURB / CURB -AND GOITER. -''-
7. CURB RAMPS ARE TO, BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE, RIGHT OF WAY" OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,;
OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN. CROSSWALKS
T R SHOULD N LOT
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, SHO L N
BE LOCATED BEHIND VEHICLE STOP. LINES, EXISTING LIGHT POLES, FIRE
HYDRANTS, DROP WLETS.ETC, ACCESSBLE"ROUTES PROVIDE A CONTINUOUS
NOTE: COMPONENTS OF CURD, RAMPS CONSIST OF THE FOLLOWING:
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
CURB WHEN REQUIRED (CC-2 OR GC-3 IN LINEAR FEET)
DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)
EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD'
I F P BE SUMMARIZED ORE H CURB :CUT RAMP.
EACH
SIDEWALK RAMP 12.1 MAX
48.1 MAX
8
10=1 M?.X
TYPE A
PERPENDICULAR.
5M
r
• tA1�
•.1
12'
TYPE B
PARALLEL AR LLEL.
B. RAMPS MAY BE PLACED ON RADIAL OR TANGENIIAL SECTIONS PROVIDEU' THAI
1
THE CURB OPENING IS PLACED WITHIN THELIMITSOF .THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
12:1 MAX rw
PERPENDICULAR TO THE CURB..
9. TYPICAL CONCRETE SIDEWALK IS q" THICK. WHEN THE ENTRANCE RADUCANNOT
ACCOMMODATE THE TURNING REQUIREMENTS' OF ANTICIPATED HEAVY TRUCK 4,Mny
TRAFFIC. REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY
AT Y, 2" HIGHER THAN
TRUCK TRAFFIC) FOR CONCRETE DEPTH.
EDGE OF PAVEMENT
10. WHENCURB. . - ARE USED, INCONJUNCTION WITH A SHARED. USE PATH
AT X aC , SAME AS TOP OF CURB
THINIMUM WIDTH SHALL BE THWIDTOF THE SHARED USE PATH,
It WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL),
TYPE C
4` I H
A. x 4' N AREA SHALL BE PROVIDED DED TO MANEUVER A WHEE C NR.
4'x
PARALLEL &PERPENDICULAR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4`
LANDING AREA MAY INCLUDE THE GUTTER PAN.
T -
RUNCATED DOME u,
12. ALL CASES WHERE CURB RAMPS INTERSECT; ARADIAL SECTION OF
6'-2.4" C-G w
CURB AT ENTRANCES'OR STREET CONNECTIONS THE DETECTABLE
U
WARNING SURFACE,SHAL HAVE A FACTORY .RADIUS'.OR E..:IELD N Q __ESHALLB F 1
o0Oa00
z
-MODIFIED'rAS RECOMMENDED ENDE Y` T MANUFACTURER MATCH
C M DR HE FA TO _ L_
THE RACK OF
-
q.O O O O O
�)O O O Y10
_CURB.
O 0 0 O' Q O
o o Oo aO 0 O aa s O a o 0
T
QLAND
NG
..
RAMP
+
00:000'0000000,00 0
.
N
ci
0 Q 0 0 0 0 O a 0 0 0 O 0 0 0
0 0 o v a a o a 0 o a 0 0 a o
50%-65OF BASE DIAMETER
0 O O O O O O O 000 0 00 0
TOP_DIAMETER
0'
DETECTABLE WARN[
-N G
ATBACK OF CURB
_ D-9"fd"
VARIABLE FULL WIDTH OF RAMP FLOOR
SEE NOTE 12.
EASE DIAME
PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME
DETECTABLE WARNING
INSTALLED DETAIL
NS ALLEQ ON A RADIUS
DETAIL
XVI D07
_ ['
CO-12D'ETECTAB,LE ,WARNING SURFACE
SPECIFICATION
REFERENCE
ROAD AND BRIDGE STAIOARDS
SHEET 10F 5:
REVISION' DATE :
(GENERAL NOTES)
105.
' 2U3-D5
07/15
:VIRGINIA DEPARTMENT OF TRANSPORTATION
502 '
(RADIUS TO BE AS o CI
SHOWN ON PLANS) v
NOTEIWHEN A PEDESTRIAN ACCESS ROUTE
CROSSES A COMERCIAL ENTRANCE
THE CRQ55 SLOPE SHALL BE 2% FOR
A WIDTH OF 5 FEET..
Table 4: Pavement Design (VDOT Pavement Design Guide) NOTE: CBRS SHALL BE SUBMITTED TO THE CIVIL ENGINEER AND VDOT ALONG WITH UPDATED PAVEMENT
DESIGN WORKSHEETS TO FINALIZE PAVEMENT DEPTHS PRIOR TO PLACEMENT OF THE FINAL ASPHALT.
(VARIABLE WIDTH)
4" CONC. 3000 PSI
28 DAYS OR STRON6iR\
' .� .�.• ..,77
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
2" SM-9.5A
SURFACE COURSI
8" COMPACTED
BASE COURSE,
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
A-� Mx STREET APPROACH SAME SURFACING GENERAL NOTES
AS MAINLINE: ROADWAY (SEE NOTE 3).
1.. WHEN USED IN CONJUNCTION WITH STANDARD CC-3.
(RADIUS TO BE AS OR CG- . THE CURB FACE ON THIS STANOARD IS TO
SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB
CG-2 OR CG-6 CONFIGURATION.
(SEE NOTE 1) 1- - - -
CU-11
2. SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO, BE
9
6
SIDEWALK USED WITH THIS STANDARD.
SIDEWALK
(SEE
----
NOTE 5)
I OPTIONAL
N FLOW LINE--7
UNPAVED SPADE
3 MAINLINE PAVEMENT SHALL_BE CONSTRUCTED TO THE
__
-J
R!W LINE (EXCEPT ANY SVBCRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
EXPANSION
JOINT-
01
EXPANSION OMITTED IN THE ENTRANCE.)
4 I
JOINT' 4. RADIAL CURB OR C,OMUINATION CURB AND GUTTER
5HALL NOT BE CONSTRUGTED BEYOND THE R/W LINE
NOTE. WIDTH "B" 2'-0" OR AS
`ram MARLINE ROPOWAY
EXCEPT FOR REPLACEMENT PURPOSES,
SHOWN ON TYPICAL. SECTION.
,4
PLAN VIEW
ENTRANCE NOTES
5, WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
MAINLINE ROADWAY SLOPE -
TRAFFIC, THE DEPTH FOR SIDEWALK N CURB RAMPS
10'PARABOLIC CURVE (ENTRANCE ONLY)
WITHIN THE LIMITS OF THE RADIISHOULD BE.
INCREASED TO 7". [SEE CG-13L
EDGE OF PAVEMENT OR B%MAX.
IaTIONAL FLOW LINE GRADE CHANGE ® -
D
_ ^ r
6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
(SEE
LINE IS REgU1RED, TO PROVIDE POSITIVE DRAINAGE ACROSS
MAINLINE ROADWAY -
NOTE 7)
THE ENTRANCE.
8k MAX. - ..�-
GRADE .CHANGE
D
7. THE DESIRABLE AND MAXIMUM. ENTRANCE. GRADE CHANGES'
"0"
D
ARE .LISTED IN THE ALLOWABLE ENTRANCE GRADE
TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
5' MI 20' MINIMUM FOR
CONNECTIONS.
COMMERCIAL ENTRANCE
INTERSECTION NOTES
8. WHEN CC-11 IS USED FCR STREET CONNECTIONS, THE
CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE.
CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
AASHTO POLICY AND IHE APPLICABLE REOUIREMENT5
SECTION A - A
OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING
SIGHT DISTANCE AND K VALUE' REQUIREMENTS,
9. OP TICNAL FLOWLINL MAY REQUIRE WARPING OF A
--�{
PORTION: OF GUTTER TO PROVIDE POSITIVE DRAINAGE
ACROSS THE INTERSECTION,
2" B
ALLOWABLE ENTRANCE GRADE CHANGES
+ e Fp }•�t' -'
-
GRAf)f CHANGE
CLASS A3 s n '"' °' i
a '
ENTRANCE VOLUME
CONCRETE
DESIRABLE MAXIMUMC.
HIGH MORE [HAN 1500VPD 0 % 3 %
MEDIUM 500-15QU VPU A3 % 6 %
SECTION C-C
'LOX LESS THAN, 500 VPD SDX 8X
NOTE: ALLOWADI E ENTRANCE. GRADE TABLE 15 NOT
APPLICABLE TO STREETCONNECTIONS.
SPECIFICATION.
REFERENCE
METHOD OF'
TREATMENT
1VD❑TROAD AND BRIDGE STANDARDS
[:(CO:NNE CTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES)
1
502
REVISION DATE
SHEET 1 of
VIRGINIA. DEPARTMENT OF TRANSPORTATION
97/15,
203.04
CG-2
NOTES:
1. THIS ITEM. MAY BE PRECAST OR. CAST IN RAGE.
2 ATE TO BE CLASS A3 IF CAST N PLACE;,
40M PSI F PRECAST.
HAVING
. CURBR L E
A RADIUS OF 300 0 SS (ALONQ
FACE OF CURED VfILL BE PAD FOR RADIe1L CURB, '
4. THE DEPTH OF CDRB MAY BE REDUCJED AS MUCH AS 3"
((1�5" DEPTH) OR NCREASEOA� MLCH AS 3 S21" OEPTHI
RyMRDER THAT THE BOTTOM OF; CURB ILL 1" CIOE
'THE
11wwnl(�Irrl�n„ THE TOP OF A COLIRSESE OFP SUBSTRUCTURE.
OTHERNISE THE DEPTH IS TO BE 10" AS SHOWN.NO ADJUSTWf-NT
THE E W IS O EE DE M PRIG T MADE FOR A .CREASE DR'AN
INCREASE N DEPTH,
4" 2" R
5.CG-2 IS T BE USED OMI ROADSI� YS G THE
TOFTMECWQTARROAO
E APPE� UAL.
� MIA
4"
, •i1 •
SURFACE
SEE
NOTE 4
e ' . 4 . A
A ..�1 ^� •
SUBBASE
4"
RADIUS
6„
1 A,,
7%r o n
d=•
SURFACE
MAX. y
d •
i BASE
SUBB/ISfi
a
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPEOFrAIN
STANDARD
6" CURB
105
802
VIRGINIA DEPARTMENT OF TRANSPORTAWN REV.0/06
201.01
No SCALE
TYPICAL ROAD SECTION
R/W
CG-2
CURB
77
4"VDOT
CIL
R%W
POINT OF
FINISHED GRADE CG-2
2" Sv1-9-5A CURB I
SURFACE COURSE 21%
8" 21A STONE
SUBBASE
20'
(TRAVEL LANE)
21 ' B/C-R/W
VAR. WIDTH PRIVATE ACCESS EASEMENT
4" VD07
21A
STONE
BASE
Lrl 1 W L/L/L'! Y PLACE
i.i E
TfF0- AV_1I Y PR_IV,4Tom' 11 C'CTSS ALLEY
(V,z]-R ffIDTH PRIVATE' ACCffSS" T zJSZzPlEYVT)
GR•2, 2A
u
27�� MIN 28Y4" MAX RAIL HEIGHT
s(
I I
II II II
GR-2
(6'-3" SPACING) OST P.
MAX DYNAMIC DEFLECTION - 3'
NOTES:
GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE
ONLY AND CAI BE ADJUSTED DURING CONSTRUCTION F AND
AS DIRECTED 6Y THE ENGINEER.
FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO.501.05
FOR DETAILS OF RAIL ELEMENT. RAILSPLICE KEJOIINT.AND
ASSOCIATED HARDWARE SEE SHEET NO$. 501,01 AND 5002.
RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII
'T EN 5 FEET AND 5U FEEL
BETWEEN 1
F
POSTS SHALL T P §T H ALL GUARDRAIL H S RATI p_ SE PLUMP, Q SHALL
NOT BE SET WITH A VARIATION OF MORE THPN /g" PERF00.T
FROM VERTICAL. W BEAM BLOC OUTS AND POSTS SHALL BE
SET AND ALIGNED WHHOOT ALTERATION ORFORCE,AS PER
SECTION 505 G TH 0 F SPECIFICATIONS.
E
HEIGHT OF 27°9'; "MIN R 28 4H MAX ASMMEASURED PER
STANDARD CR-.NS. E
ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF
VEHICULAR TRAVEL FOR THE FINISHED ROADWAY.
METHODS HE TING THE OPTIONAL GR-lA OF THE RAIL OR USE NESTING H
OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR
B APPROVED BY THE ENGNE R
STANDARD GR-2A SHPL.L E AP R ED E.
PRIOR TO INSTALLATION.
iv' k IAYiN' /b"IA' M
II II II II II
GR-2A
(3'-IV2" POST SPACING)
MAX DYNAMIC DEFLECTION 2'
xPT " OPTIONAL 2 OPTIONAL GR-2A.METHOD � 0PAL GRc. IU A METHOD E MUD
I - USING AL ADDITIO USING NESTED N
RAIL ON BACK OF POST
x WHEN NESTED RAIL OR AQUITIONAL RAIL IS PLACED GN PACK OF POST
FOR GR-2A THE POST SPACING WILL BE 6-3".
FLARE RATES
DESIGN
SPEED
INSIDE
SHY LINE
BEYOND
SHY LINE
MPH....
SHY
LINE
LS
FLARE
RATE
FLARE
RATE
70
9
30.1
15.1
60.
8
25-1
14:1 *
50
6 5'
21.1
11:1 w
40....
5
16:1
a:l
30.
4'
13;1
7.1
�N SUCCESTEU MAXIMUM FLARE RATE
FOR SEMI -RIGID BARRIER SYSTEMS.
1VQ❑T A COPY OF THE ORIGINAL SEALED AND 'SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, SREFEft NOON
ROAD AND BRIDGE STANDARDS STANDARD BLOCKED OUT W BEAM GUARDRAIL
SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221
501.04 1 08/14 VIRGINIA. DEPARTMENT OF TRANSPORTATION 505
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED
FOR ROADS ASSOCIATED WITH THIS DEVELOPMENT:
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 OFTHE CUES AND FILLS, INCLUDING FIELD DENSITYTESTS, BEFORE
PLACEMENT OF ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS,
SHALL BE COMPLETED ANDAPPROVED 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 TH'E FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALBEMARLE COUNTY, WITH A MINIMUM
OF A ONE WEEK NOTICE, PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO
SCHEDULE AN INSPECTION.
Rivalnna Water & Sewer Authority (RWSA)
General Water & Sanitary Sewer Notes
All materials and methods of construction shall comply with the latest version of the General Water and Sewer
Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998, except as
modified below.
1. All construction materials and methods of construction must be approved by RWSA prior to the start of work. A
preconstruction conference with RWSA is required prior to the start of work.
2. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001).
3. RWSA Engineer (Victoria Fort at 434 977-2970 e 5notifiedthree business da s prior to the start
ext. 20 shall be
g N ( )Y
of construction.
4. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without
coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on
weekends or RWSA holidays without special written permission from RWSA.
Y P
5. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All
doghouse manholes must be pressure tested before a connection is made to the system.
0 o existing utilities s shown o he s 's t available at the time of design and is not
6. The location f x Ing a h n o t plan I from data g
necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size
and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the
Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to
protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any
o additional cost to the Owner.
aired b the Contractor to the original condition at n a existing utilities shall be repaired y
7. (Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written
permission from RWSA. No grading or filling shall be permitted in the RWSA easement unless permitted
otherwise by RWSA in writing.
8. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval
of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting
bypass and/or re- and post -CCTV may be
within 100 feet of an operative RWSA sewer lines b a pumping , Y YP P P g P P Y P
required. RWSA may also require certification from a licensed professional engineer stating that the proposed
re
blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the
Contractor to the original condition at no additional cost to the Owner.
9. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made
or the existing pipe. The area of the
under a existing facility, adequate structural support shall beprovided f h n n x g Y� q PP 9 P P
spring line of the existing pipe.
crossingshall be backfilled with compacted 57 stone to the r n
P P 9 9PP
10. New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making
any permanent connection to the public water system. Approved methods of filling and flushing new water
mains will be required to prevent any contamination of the public water system.
11. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service.
12. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs,
retaining walls, footers for any structure, drainage structures, etc.
13. Trees are not permitted in the RWSA easement.
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