HomeMy WebLinkAboutSUB201300092 Plan - Approved 2013-06-18• - 1
GENE'.RAL NOTES:-
OWNER:
MEADOWCREEK DEVELOPMENT, LLC
COVER SHEET
230 CHESTNUT OAK LN
EXISTING CONDITIONS & DEMOLITION PLAN
CHARLOTTESVILLE, VA 22903 -9610
ENGINEER:
COLLINS ENGINEERING
UTILITY PLAN
200 GARRETT STREET, SUITE K
GRADING PLAN
CHARLOTTESVILLE, VA 22902
CLEARING LIMITS
434.293.3719
DEVELOPER:
MILESTONE PARTNERS
6"
300 2ND STREET NE
DRAINAGE CALCULATIONS
CHARLOTTESVILLE, VA 22902
TAX MAP PARCELS:
T.M.P. 61A -2 D.B. 2792 Pg. 363 6.306 ACRES
STOP SIGN
T.M.P. 61A -1 -34B D.B. 2792 Pg. 363 0.052 ACRES
STORM SEWER PROFILES
T.M.P. 61A -1 -34A D.B. 2792 Pg. 363 0.031 ACRES
TOTAL SITE ACREAGE: 6.399 ACRES
ZONING:
R4 RESIDENTIAL.
PREAPPLICATION CONFERENCE- 11, 2013
USE:
21 SINGLE FAMILY DETACHED DWELLING UNITS ARE PROPOSED THIS PLAN (5 FUTURE LOTS
EXIS77NG CONTOUR
RESERVED)
DENSITY:
4.06 UNITS PER ACRE
BONUS DENSITY:
AFFORDABLE HOUSING: (1) EXTRA MARKET RATE UNIT PER EACH AFFORDABLE UNIT. ONE OF THE
PROPOSED CONTOUR
LOTS WITHIN 15 -20 SHALL BE AN AFFORDABLE UNIT. THIS (1) AFFORDABLE UNIT ALLOWS THE
M
DENSITY TO INCREASE FROM 20 UNITS (4 UNITS /ACRE) TO 21 UNITS AS SHOWN. THE AFFORDABLE
LOT WILL MEET THE AFFORDABLE HOUSING REQUIREMENT AS SET FORTH BY ALBEMARLE COUNTY
o
ZONING CODE.
OPEN SPACE:
0.49 ACRES OPEN SPACE PROVIDED - 7.7% OPEN SPACE
SETBACKS:
FRONT 25 FEET MINIMUM
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SIDE 10 FEET MINIMUM*
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REAR 20 FEET MINIMUM
*A REDUCTION OF SIDE SETBACKS FROM 15' TO 10' I'S INCORPORATED WITH THIS PLAN, BASED ON
THE AVAILABLE FIRE FLOWS TO THE SITE.
BUILDING HEIGHT: 35 FEET MAXIMUM
STREETS:
CURB AND GUTTER„ PUBLIC STREETS
EXISTING CONDITIONS: SITE IS PARTIALLY CLEARED WITH ONE EXISTING HOUSE & ACCESSORY STRUCTURES. THE
REMAINING PORTION OF THE SITE IS CURRENTLY WOODED.
UTILITIES:
SITE WILL BE SERVED BY PUBLIC WATER AND SEWER
PHASING:
THE OVERALL LOCHLYN HILL PROJECT WILL BE DEVELOPED IN FOUR PHASES. THIS IS THE FIRST
OF FOUR PHASES. TWO PHASES LOCATED IN ALBEMARLE COUNTY & TWO PHASES ARE LOCATED IN
THE CITY OF CHARLOTTESVILLE.
TOTAL LAND DISTURBED: 13.28 ACRES
FLOODPLAIN:
NO FLOODPLAIN EXISTS ON THE SUBJECT PROPERTY, PER FEMA MAP #51003CO287D, PANEL 287D
STREAM BUFFERS:
NO STREAM BUFFERS EXIST WITHIN THE LIMITS OF THE PROJECT AREA.
TOPOGRAPHY:
BOUNDARY OF THE SITE & PEN PARK LANE WERE PROVIDED BY KIRK HUGHES & AND BOUNDARY
ASSOCIATES. TOPOGRAPHY WAS FLOWN BY VIRGINIA RESOURCE MAPPING IN MARCH, 2013,
AS PROVIDED BY KIIRK HUGHES & ASSOCIATES. SITE WAS FIELD VERIFIED IN APRIL 2013.
DATUM:
NAVD88
RIGHT -OF -WAY:
1.41 ACRES (22.0% OF PHASE lA & 113)
LOTS:
4.50 ACRES (70.3% OF PHASE 1A & 1B)
CRITICAL SLOPES: NO CRITICAL SLOPES ON THE SUBJECT PROPERTY
PARKING:
EACH LOT WILL HAVE TWO OFF- STREET PARKING SPACES. PARKING WILL ALSO BE PROVIDED ON
ONE SIDE OF THE PUBLIC ROADS, WHICH WILL BE MARKED WITH SIGNS IN THE DEVELOPMENT.
LIGHTING:
NO STREET LIGHTING IS PROPOSED.
LANDSCAPING:
LANDSCAPING IS PROVIDED WITH THIS FINAL SITE PLAN & COMPLIES WITH SECTION 32.7.9 OF THE
ZONING ORDINANCE.
SIGNAGE:
SIGNAGE TO BE PROPOSED UNDER A SEPARATE APPLICATION.
WATERSHED:
MEADOW CREEK
STREET TREES:
STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN ACCORDANCE WITH COUNTY
REQUIREMENTS.
TRASH COLLECTION:
TRASH RECEPTACLES SHALL BE MAINTAINED ON EACH INDIVIDUAL LOT.
BUILDING SITES:
LOTS 1 -21 EACH CIONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUN-TY ZONING ORDINANCE.
ON -SITE IMPERVIOUS AREAS: ROADS 0.86 AC.
DRIVEWAYS 0.06 AC.
SIDEWALKS 0.28 AC.
TOTAL 1.20 AC.
NOTES:
1. A FUTURE SITE PLAN WILL BE SUBMITTED FOR THE DEVELOPMENT OF THE FUTURE AREA.
2. THERE ARE NO KNOWN GRAVES OR MARKINGS OF A PLACE OF BURIAL ON THE PROPERTY
3. THE POCKET PARK AND ANY OPEN SPACE PROPOSED WITHIN THE DEVELOPMENT SHALL BE
MAINTAINED BY THE HOA
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JUNE 241 2013
RIO MAGISTERIAL DISTRICT
ALBEMARLE • VIRGINIA
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(P) s" SDR 26 PVC 1-4" G.V.
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NOTES:
1. PROPOSED SANITARY SEWER AND WATERLINE EASEMENTS SHALL BE
DEDICATED TO ACSA.
10" ACSA WATERLINE 2• PRESSURES GREATER THAN 80 PSI MAY BE EXPERIENCED AT METER LOCATIONS.
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Sanitary Lateral Design
Lot /Lateral
Start Elev.
Slope
Length
End Elev.
DWY ELEV
FFE
BMT
BMT -END
BMT SERVED?
1
431.23
1.00%
100.0
432.23
441.57
445.65
436.65
4.4
Yes
2
427.32
1.00%
60.0
427.92
437.73
441.81
432.81
4.9
Yes
3
423.65
1.00%
60.0
424.25
434.36
438.44
429.44
5.2
Yes
4
421.16
1.00%
60.0
421.76
430.92
435.00
426.00
4.2
Yes
5
417.50
1.00%
60.0
418.10
428.04
432.12
423.12
5.0
Yes
6
416.91
1.00%
55.0
417.46
426.60
430.68
421.68
4.2
Yes
7
433.76
3.00%
204.0
439.88
447.70
453.30
444.30
4.4
Yes
8
433.76
2.50%
160.0
437.76
443.83
450.63
441.63
3.9
Yes
9
430.97
2.50%
162.0
435.02
440.18
447.06
438.06
3.0
Yes
10
427.03
1.00%
128.0
428.31
438.08
442.16
433.16
4.9
Yes
11
424.29
1.00%
128.0
425.57
434.55
438.63
429.63
4.1
Yes
12
421.40
1.00%
128.0
422.68
431.00
435.08
426.08
3.4
Yes
13
418.03
1.00%
128.0
419.31
428.02
432.10
423.10
3.8
Yes
14
416.97
1.00%
132.0
418.29
426.44
430.52
421.52
3.2
Yes
15
416.65
1.00%
55.0
417.20
424.00
428.32
419.32
2.1
Yes
16
415.59
1.00%
62.0
416.21
424.00
428.32
419.32
3.1
Yes
17
414.22
1.00%
64.0
414.86
424.00
428.32
419.32
4.5
Yes
18
412.56
1.00%
66.0
413.22
423.00
427.32
418.32
5.1
Yes
19
412.21
1.00%
66.0
412.87
419.60
423.92
414.92
2.1
Yes
20
410.60
1.00%
70.0
411.30
418.00
422.32
413.32
2.0
Yes
21
411.90
1.00%
137.0
413.27
425.61
429.69
420.69
7.4
Yes
22
411.38
1.00%
159.0
412.97
420.38
424.22
415.22
2.3
Yes
23
409.06
1.00%
145.0
410.51
418.56
422.40
413.40
2.9
Yes
24
408.65
1.00%
130.0
409.95
417.54
421.38
412.38
2.4
Yes
25
406.31
1.00%
95.0
407.26
415.91
419.75
410.75
3.5
Yes
26
405.30
1.00%
53.0
405.83
413.95
417.79
408.79
3.0
Yes
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OVERLAY k PGRADE !� / �' �- / / i /` i f ``-_- i 111
x / 7O,c00 / ( EXIST G QRiVEWAY ` / /' l /i / / / f / 1 ivv i ES: vl,>
o 1. STREETS LESS THAN 36 FEET WIDE SHALL HAVE ONE SiDE MARKED NO PARKING. �f
l �? CU ERT 2. PEN PARK LANE /LOCHLYN HILL DRIVE SHALL TRANSITION FROM 24' E /P -E /P WITH
- � �• \ 0ROPOSED 2'G L SHOU r `. �
-" �\� T NSITION EXI ,5TING ! % % /� / / % - i} 5' SIDEWALK ADJACENT TO THE CG -6 AT STA 14 +84.01 TO 28' E /P -E /P WITH A 6'
TO BE INSTALL D WITH RO WAY RADE f l l / ! / �, t COT COLLINS ..� " - -. ". � "- -� � -- .. IVEWAY INTO \ % / � r /' /' � f } - _ .. t PLANTING STRIP ADJACENT TO THE CG -6 AT STA 17 +30.23. � S T R. COLL �,
\ k W PAVEMENT 3. CONTRACTOR SHALL CONFIRM TIE -IN ELEVATIONS WITH ENGINEER PRIOR TO U No. 35791 2�
... ;.
EX NT OF PAVEMENT _
_..
_. STAKEOUT.
\ t
OVE t.AY /UPGRADE ` ? l / ' r 4. ALL ROAD GRADING AND UPGRADES MUST REMAIN WITHIN THE EXISTING
0. `.... SPtfF-T.,EX. DITCH ` ` /
f / \ ALONG PEN PARK LANE. CONTRACTOR TO FIELD VERIFY THE c�S
�MAIRTAIN X SLOPE, , r i i / / / / / / j \ \ RIGHT -OF -WAY sIONAL E�
k DEPTH, WID�'�H\ / - ' � rj 1 / /` / / / // t, �,` ` t � � GRADING WITHIN THE ROW AND NOTIFY ENGINEER OF ANY CONFLICTS.
k ,' \ \ \ \ 5. ALL ROADWAY TEIRMINi SHALL BE PAVED.
ST 8B T
t, y -� .... ti t �� QR SHALL OVERiAY PEN'/
I OTE:CONTRA
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PA�tK I,o4NE)N/ 1.5 "'SURFACE PAVEMENT/ '
TFZN ON ISTIN Tb THE LIMIT SHOWN ON THE PLAN. WILL
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L TIO TO THE-EX. ROADWAY
/ CO ' CTOR TO TIC <' -- - " -� - -�._,. - . - . � • � � INC VE T / ! � � �
ROPO D CURS INT � '�` '� . • '`�, = ��s.os' x h + / •-ti \ \ � t �`\ '�
h' f ; NOT fCONTRAC- tOR-SHALL MdQIFY /UPGRADE- \
STING OADW�AY ` k� `> ... �..' T NSITI NfE�CISTINC TING OADSIDE DITC O TIE -INTO SHE
P61 ^ / IVEW'INT ' 1 PR DOSED CULVERT PIP
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G F E I NG RO Y MAIN SHALL i E ? ''' `��
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" \ PROPOSED C- 6 INTO J' • ( i i �O ` STviRm SEWS SSI G T I�TERMINE �, \` \ \ ` \ w
�EiSTI G R ND W - '�- 14x0 t j �Q , 1PTW�A MJNIMUM O 8" ERTfCAL \ \ \ \ '' \ �` '1 z
RATION R R BE EN THE \ \ / \
/ % ,i / / ` / •. �" 27� t,,1 CR fNU AN TH X. "SALINE,,,, ,\ \ S ' , ` ` �_ / -- -
' r- yam:, 8 \ WSA N SHALL
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PTH. A IN'Ih1AU QF 8" ERTI AL
�` __ __ / •0 25 SEP`k1RATl S REQUI E TP�4151�N THE N RACTOR TIROS�SING A R A IN
PROPOSED CG -6 INTO
EXISTING ROADWAY EX TIN
AT THIS POINT
/ 1
. THE^R A fiAAIN LL .... / \
EXISTING MATURE TREE TO REMAIN .� > '. ..
IF POSSIBLE ONCE EXTENT OF TREE TE -PITT Q AT EACH PROPO D .;!�:' /
STOR ER C SSING TO DETERMIN£`..
DISTURBANCE DETERMINED IN THE FIELD. ,---
CONTRACTOR TO CONTACT ENGINEER ONCE D TH. AM IMUMQ€18" VEF3TICAL
DEMOLITION IN THIS AREA BEGINS. TREE �` EP TfON IS EQUIRED BETWEEN THE / \ / *•. ` == s: \1. i I k� ', __ - \ \ �._ w
\ CR AND THE EX. RWSA LINE
SAVE OR REMOVAL TO BE DETERMINED AT I
f..� THIS TIME. -3B. L0
`• ' \`r- _ate - _ __ l toM t7- D -3
---:: F�1
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t . '�° ,_ _ 1 �\ PROV{DE TAPER !OVER 10 13�� k/ 4
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o 1. STREETS LESS THAN 36 FEET WIDE SHALL HAVE ONE SiDE MARKED NO PARKING. �f
l �? CU ERT 2. PEN PARK LANE /LOCHLYN HILL DRIVE SHALL TRANSITION FROM 24' E /P -E /P WITH
- � �• \ 0ROPOSED 2'G L SHOU r `. �
-" �\� T NSITION EXI ,5TING ! % % /� / / % - i} 5' SIDEWALK ADJACENT TO THE CG -6 AT STA 14 +84.01 TO 28' E /P -E /P WITH A 6'
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... ;.
EX NT OF PAVEMENT _
_..
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0. `.... SPtfF-T.,EX. DITCH ` ` /
f / \ ALONG PEN PARK LANE. CONTRACTOR TO FIELD VERIFY THE c�S
�MAIRTAIN X SLOPE, , r i i / / / / / / j \ \ RIGHT -OF -WAY sIONAL E�
k DEPTH, WID�'�H\ / - ' � rj 1 / /` / / / // t, �,` ` t � � GRADING WITHIN THE ROW AND NOTIFY ENGINEER OF ANY CONFLICTS.
k ,' \ \ \ \ 5. ALL ROADWAY TEIRMINi SHALL BE PAVED.
ST 8B T
t, y -� .... ti t �� QR SHALL OVERiAY PEN'/
I OTE:CONTRA
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PROPOSED CG -6 INTO
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/ 1
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EXISTING MATURE TREE TO REMAIN .� > '. ..
IF POSSIBLE ONCE EXTENT OF TREE TE -PITT Q AT EACH PROPO D .;!�:' /
STOR ER C SSING TO DETERMIN£`..
DISTURBANCE DETERMINED IN THE FIELD. ,---
CONTRACTOR TO CONTACT ENGINEER ONCE D TH. AM IMUMQ€18" VEF3TICAL
DEMOLITION IN THIS AREA BEGINS. TREE �` EP TfON IS EQUIRED BETWEEN THE / \ / *•. ` == s: \1. i I k� ', __ - \ \ �._ w
\ CR AND THE EX. RWSA LINE
SAVE OR REMOVAL TO BE DETERMINED AT I
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t . '�° ,_ _ 1 �\ PROV{DE TAPER !OVER 10 13�� k/ 4
STS +7�'t tt o .. ' • , ` 12x \ TO RANSITION NEW RO D DOWN
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/ i \i `� y "_ ,- _ ~` .- �'' - -BEGIN LOCHLYN HILL�IV OCKE 1 +30 r ' i
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TYPICAL ROAD SECTIONS
N TS
tom\
EXIST GROUND
EXIST. GROUND
EXIST. GROUND
IX/ST. GROUND
I I RIW
R/W
POINT OF CG -6
GRAVEL SHOULDER MILL & OVERLAY FINISHED GRADE CURB & GUTTER 4" CONCRETE
1.5" SURFACE COAT SIDEWALK MAX
EXISTING TO BE APPLIED 2�, 2' EXIST. GROUN
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DITCH
4` T 4' VDOT 21A
EX. BASE EX. SUBBASE STONE STONE BASE
2 5, EXIST. GROUND
VAR. 2'
12' 12' 3
(TRAVEL LANE) (TRAVEL LANE)
26' E /P -F /C - I
VARR,
R/W
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PEN AMA- LANE /LOCHMN MAL "AF STT4 >Of30 - >4f7Y.88
GS' -SSAR RESIDENTIAL & AIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 APH
CG -6 POINT OF CG -6
_ CURB & GUTTER FINISHED GRADE CURB & GUTTER 4" CONCRETE -
"-- 2,r EXISTING 1.5" SURFACE COAT SIDEWALK MAX
PLAN77NG TO BE APPLIED 2' EXIST, GROUND
EXIST. GROUND AREA 2% 2;g 2%
30 : 3.
y , 4" UD -4 UNDERDRAIN* �--
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S7ON�E UNDERDRAIN* BASE SUBBASE STONE STONE BASE
EXIST. GROUND AR B1R $A 5, 3 EXIST. GROUND
12' 12'
(TRAVEL LANE) ( 7RAVEL LANE)
26' E /P -F /C -I
VAR.
R/W
*NOTE.- UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TYPIMI4L NL'IGHBORHOOD STREET SUCTION (VAR. IYIDTH ROX)
PEN P.4" L.4AF1...00hrLYN HILL LANE STA 14471.88 - 14484.01
f SSAR RESIDENTIAL & AIXEB IISE SUBDIVISION STREET DESIGN SPE'E'D.• 25 dfPH
R C/L R/W
CG -6 CG -6
AR. 0 -6'
TRANSITION ROAD FROM TRANSITION ROAD FROM
12' LANE TO - 14' LANE 12' LANE TO - 14' LANE
r - 28' -�2' F /C -F /C
VAR.
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TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TYPICAL NEIGHBORHOOD STRL'.E'T SECTION ("VAR. XZOTH .ROSY)
PEN PA" LANE120CHLYN HILL LANE STA M-A84. 01 - 17430.23
6!S-SSAR RESIOE1 T.ML & . ME0 USE' SUBDIVISION STREET' DESIGN SPEED.' 25 APH
I
4" CONCRETE
SIDEWALK
4' VDOT 21A
STONE BASE
1.0 5
NO7pt PROPOSED LANDSCAPING TO I +
U77L ZE OUTER 3' OF PLAN77NG STRIP
PER,'0' CLEAR ZONE REQUIREMENT C,
CG -6 POINT OF CG -6
3' CURB & GUTTER FINISHED GRADE CURB & GUTTER X E
CLEAR ZONE S CLEAR ZONES
ill. ! SURFACE
Ij r 2X 2% 2% 2%
' PLAN77NG
STRIP 4" UD -4 UNDERDRAIN* 6 PLAN77NG
VIDOT 4" UD -4 4` T STRIP
STONE UNDERDRAIN* BASE SUBBASE SSE
-6 82.5 82 6
14' 14'
(TRAVEL LANE) (7RAVEL LANE)
32' F /C -F /C
4' CONCRETE
SIDEWALK
4" VDOT 21A
STONE BASE
57 •
*NOTE.- UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W
TRAFFIC ON THE PROPOSED TYPICALGRNEIGHBORHOOD STREET ,S.E'CTION r5%' R1191'j
LOCHLYN HILL LANE
*EXISTNC PEN P RK UArF1LOCHLYNIflILL DRIVE' TRANSITIONS FROM "' E/P -E/P TO R8EE /I�E/P STREET SMTION
Will
N07E• PROPOSED LANDSCAPING TO I
UTILI OUTER 3' OF PLANTING STRIP i
PER EAR ZONE REQUIREMENT CAL U
CG -6 POINT OF CG -6
CURB & GUTTER FINISHED GRADE CURB & GUTTER 3' J
/ CLEAT R ZONE
SURFACE
EXIST. GROUND qk 2% 2% 2% 2% r
,}• .• 4" UD -4 UNDERDRAIN* ++ 6' PLANTING
` YbOT 4" UD -4 4' oT STRIP
/ STYSEE UNDERDRAIN* BASE , SUBBASE STONE
EXIST. GROUND AR 85 BASE s
12.5' 12.5'
(TRAVEL LANE) (TRAVEL LANE)
_ 29' F /C -F /C
VAR.
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TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TYPICAL AEXHBORHOOD S7 7j SECTION X45' .R11#r)
PEN AMA- LANE' (EAST OF LOCHLYN HILL LANE)
CS -SSAR RESIDENTIAL & .eI MAT USE SUBDIVISION STREET DESIGN SPEED.- 25 dfPH
4' CONCRETE
SIDEWALK
4" VDOT 21A
STONE BASE
Y fill
O PROPOSED LANDSCAPING TO I
77L E OUTER 3' OF PLAN77NG STRIP
:R \j3' CLEAR ZONE REQUIREMENT C/L
CG -6 POINT OF CG-
X CURB & GUTTER FINISHED GRADE CURB & G
1 LEAR ZONE CLEAR ZONE i
SURFACE 2X v
21 2% 2% 2%
PLAN71NG
STRIP 4" UD -4 UNDERDRAIN* 6' PLAN71NG
woT 4' U0-4 4T Ur STRIP
S?A,,E UNDERDRAIN* BASE SUBBASE S70NE
SE
-6
12.5' 12.5'
(]RAVEL LANE) (7RAVEL LANE)
29' F /C -F /C
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
EXIST, GROUN
4' CONCRE7P__
SIDEWALK
MAX
2' EXIST. GROUN
4' VDOT 21A
STONE BASE
EXIST: GROUND
*NOTE. • UD -4 UNDERDRAINS ARE REQUIRED WHEN 7HE PROJECTED VOLUMES OF
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TYPIC. z NEIGHBORHOOD STREET SECTION 654' Rl#r)
LOCHMV HILL DRIVE, FUTURE ROAD C
GS -SSAR RESIDENTIAL & AlXED USE SUBDIVISION STREET VffSXf SPIffP -' ,25 ATff
RETE
wut WALK
4" VDOT 21A
STONE BASE
4"
GENERAL CONSTRUCTION NOTES FOR STREETS ,r ,�_ / 1• T� l /`
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL V•qR %u UNo35791 BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF � } i J' ' � CONSTRUCTION. ' i / Z 2. UPON COMPLETION OF FINE GRADING AND PREPARA 77ON OF THE ROADBED SUBGRADE, (Ir �, qR.... i � THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE O (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A r ) w� SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT p} « DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST 0 At `
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 FU
DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A
NA TURAL WA TER COURSE. is
1 k, I'1'�OT } (Il R lvp
C � ,per H Y,,;,��T _ 9
4. GUARDRAIL LOCH TIONS ARE APPROXMA TE. EXACT LENGTH, LOCH TION AND APPROPRIA TE 4`; I1if0Ty K�
END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION ADDITIONAL' �NF
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, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF `
= .3 2 E FAMILY 1 °?
PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE
INCREASED TO SEVEN (7) FEET. r> (18 DE ACHED, 2 ��
ATTA :: ITS
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 RESIDENTAL DRIVEWAY ENTRANCES X v w t-
<
SHALL CONFORM TO VDOT STANDARD PE -1.
Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH O iI All
AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY
SECTIONS, F " ,, -' l ` ` w
ADHERED T0. � � � �; rte. --- ---'�=
•
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDI VISION PLAT -:.. ' : °
VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR To SIGNING AND k ff
RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. `�__� " " w t. t.... w
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE ORG /NIA \ - any
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. y
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED 9� " ` ,
BY T74E DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,r...,.:..___
4
774EY ARE DEEMED NECESSARY IN ORDER TO PR01/IDE SAFE AND CONVENIENT ACCESS -� -._. _.__ . - - _ '- �..�,...�.-- --�•°� -' •- -=� -- - 0�- -'= � -�, F r - ,_.... -- .- `
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE 5 § "
DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. :; ^'.:�;_! �; �v:.::::::: °. 54
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 r ,:;: ; 1:'
.'
r' t
SHOWN ON THE ROAD PROFILES. --__�` � _ ._.. j -•- - ::�.�• --;:'•
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS - -.. -
THA T ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
INSPECTION PROCEDURE AND W117I A VDOT OR COUNTY INSPECTOR PRESENT
ROAD NOTES,;,
Lu
GRADING
- - E ;
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS THE ROAD & BRIDGE .. ; - j �� 1` . :A 40 FUTUR �
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL 1 �^ PARTMEN
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 4-'' ' i �:: � :Vi;'µ` -� '
UNIT
S
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED
FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH t
SUITABLE MATERIAL TO THE SA 77SFACTION OF THE ENGINEER. �� ; , . I ;i:. ' ~` "^ 1; },, ��.t, M UJ J. ALL GROW774 OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR 774E �._ :::;;:; '.;.;. , . -:• ::: r `�': �__---- ----�i . '
EN77RE EASEMENT. OTHER TREES AND VEGETATON WHICH OBSTRUCT SIGHT DISTANCES ` ` I / �. y ids.
AT ROAD INTERSECTIONS SHALL BE REMOVED. nk
4. ALL VEGETAT T
ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER O SHOULDER '�
' ... ;:::':ter- :. - _ -.:::' ;j,....� � ,, � t-• °
F-
PRIOR TO THE CONSTRUCT70N OF THE SUBGRADE. 4. 4 I /,; :1 ; .., z w
8FA7t1�I�UTY ILY E o ca
CHEQ '^ DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PR/ VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP W177I + UNIT .S.':,:, ::::„ :> :.. <` z v w Ln
z
A MINIMUM COVER. OF ONE (1) FOOT. a z � °
f
2. STANDARD UNDERDRAINS CD -1 OR CO -2 OR U0-4'S TO BE PROVIDED AS INDICATED ON
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. - °C (A O
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH - m ° z z
/ i ° Z Z a Z
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN / �' z -1 ° ° u, z
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS I / / j ? / y'`. p w c'"n a z
UNLESS _ 1 _.__ -�'" Z g
OTHERWISE N07ED ON PLANS. oc m a z
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SATISFACTION OF THE ° U,
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER U o
COURSE PA YEMEN T W z ce
TOP 1. AN ACTUAL COPY OF 774E CBR REPORT IS TO BE SUBMITTED PRIOR TO 77-1E PLACEMENT ° d ui
OF 4" 2" R OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, 774E TRIP GENERATION W
CURB ° DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED SCALE: 1" = 150'
METHOD OF »• _ CAN BE MADE. RREC770N. ALL CBR TO BE CHECKED, NOTIFY ENGINEER SO ANY ADJUSTMENTS �
TRIP (GENERATION CALCULATIONS
d 1 ' 1
d 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
13" COMPACT70N BEFORE BASE IS PLACED. TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
d " ` 7" J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL 20 SINGLE FAMILY (18 DETACHED, 2 ATTACHED) UNITS - CODE 210
° MEETS REQUIRED GRADATION FOR TYPE I, A OR 111 PRIOR TO PLACING AGGREGATE BASE. ADT: 191 VPD (95.5 ENTER 195.5 EXIT)
:4A -
IA. AM PEAK: 15 VPH 4 ENTER/ 11 EXIT
'° d • ° •' - 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 774E EVENT THAT ( )
THE SURFACE COURSE IS BEGINNING AT 774E COMPLETION OF THE INSTALLA77ON OF THE PM PEAK: 20 VPH (13 ENTER 17 EXIT)
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 w �
DAYS, 17�E PUGMILL REQUIREMENT WILL APPLY TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) Q N N M .I-i N
1' 6" 2' 5. 774E USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 5 TOWNHOUSE UNITS -CODE 230 DOT 21A STANDARD CG-6 UNDER CURB & ECHECKED 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, 7EMPLATE, AND COMPACTION ADT: 29 VPD (1 ENTER / EXIT)
BY VDOT PRIOR TO PAVING BEFORE SURFACE 7REA 7MENT IS APPLIED. AM PEAK: 2 VPH (1 ENTER / 2 EXIT)
CURB & GUTTER AND /OR BACKFILLING. 7 BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA PM PEAK: 3 VPH (2 ENTER/ 1 EXIT)
NO SCALE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS
& ENCROACHMENT.- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED 87 FUTURE SINGLE FAMILY DETACHED UNITS - CODE 210
WI THIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY ADT: 833 VPD (416.5 ENTER 1416.5 EXIT)
1 SM -9.5A PERMIT IS5UE0 BY VIRGINIA DEPART]bfENT OF 7PAAIgPORTA770N MAY BE LOCATED WI774IN AM PEAK: 65 VPH (16 ENTER /49 EXIT)
SURFACE COURSE THE STREETS RIGHT OF WAY. PM PEAK: 88 VPH (55 ENTER 133 EXIT) r
3 " -4" BM -25 TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) M
INTERMEDIATE COURSE 44 FUTURE TOWNHOUSE UNITS - CODE 230 M
5 " -7" COMPACTED AGGREGATE ALBEMARLE COUNTY ADT: 256 VPD (128 ENTER/ 128 EXIT) N Z
BASE COURSE, VDOT #21A AM PEAK: 19 VPH (3 ENTER / 16 EXIT) ummm
OR #21B DEPENDING ON / �j�� \/ / / / \ GENERAL CONSTRUCTION NOTES PM PEAK: 23 VPH (15 ENTER 18 EXIT) M
ULTIMATE TRAFFIC LIMITS Q ��'�� \\�'� /\ / \�
AND UNDERDRAINS / 1. PRIOR TO) ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT -OF -WAY, INCLUDING rN
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) t1" o
COMPACTED CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 40 FUTURE APARTMENT UNITS - CODE 220 a
SUBGRADE DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY ADT: 266 VPD (138 ENTER 1138 EXIT)
T
REFLECT 774E REQUIREMENTS OF 774E PERMIT. WHERE ANY DISCREPANCIES OCCUR THE AM PEAK: 20 VPH (4 ENTER 116 EXIT)
ASPHALT PAVING - ROADS
REQUIREMENTS OF THE PERMIT SHALL GOVERN. PM PEAK: 25 VPH (16 ENTER / 9 EXIT) N H
2 ALL MATERIALS AND CONSTRUCRON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS °
NO SCALE AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED N °
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: U)
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY < D
(5' MIN.) CLEARING, GRADING OR OTHER CONSTRUCTION. L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
" 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. 0 V) 0 z
4 CLASS A3 CONCRETE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY W _j
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE w
(300) PSI OR S77?ONGER OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. -� Q
AT 28 DAYS BEING COVERED. J `� z
2% 6. PAVED, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE Q Q 0
/ /� /\S�, OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY /N ORDER TO iii, CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY TESTS BEFORE W a w
f:. .:4•. ' ..
�/i • ' �/) ' �' STABILIZE A DRAINAGE CHANNEL. PLACEMENT OF ROADBED BASE MATERIALS o z
%� ; • ,� 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM W r0
» TRAFFIC CONTROL DEVICES o
4 21 -A STONE BASE iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, U
8. UNLESS (OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
CONCRETE SIDEWALK PIPE -CLASS W. ' SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. O ,-i 06 � 0
NO SCALE 9. ALL EXC.4 VA 77074 FOR UNDERGROUND PIPE INSTALLA770N MUST COMPLY WITH OSHA v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE J Cn 3 0
STANDARDS FOR THE CONSTRUC770N INDUSTRY (29 CFR PART 1926)
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.
_
CURB & GUTTER
POINT OF
FINISHED GRADE CURB & GUTTER
o
� 3
4" CONCRETE
t"%
EXIS77NG
z
OF THE FINAL INSPECTION.
SIDEWALK
PLAN77NG
SURFACE
EXIST. GROUND
AREA
2%
2%
?�
U
0
TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
I-
_
P-4
o
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL
}• ' .,
PLANTING
STRIP
4" VDOT 21A
TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING
4" UD
4" UD -4 UNDERDRAIN*
o
ELIGIBLE FOR STATE MAINTENANCE.
oT
-4
4` OT
STONE BASE
/
H
STONE
UNDERDRAIN* BASE
SUBBASE
STONE
Wo
Ld
EXIST. GROUND
8�1,�r
z
z
B2SE
VARIES
G
AR. 0 -6'
TRANSITION ROAD FROM TRANSITION ROAD FROM
12' LANE TO - 14' LANE 12' LANE TO - 14' LANE
r - 28' -�2' F /C -F /C
VAR.
*NOTE. UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOL MES OF
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TYPICAL NEIGHBORHOOD STRL'.E'T SECTION ("VAR. XZOTH .ROSY)
PEN PA" LANE120CHLYN HILL LANE STA M-A84. 01 - 17430.23
6!S-SSAR RESIOE1 T.ML & . ME0 USE' SUBDIVISION STREET' DESIGN SPEED.' 25 APH
I
4" CONCRETE
SIDEWALK
4' VDOT 21A
STONE BASE
1.0 5
NO7pt PROPOSED LANDSCAPING TO I +
U77L ZE OUTER 3' OF PLAN77NG STRIP
PER,'0' CLEAR ZONE REQUIREMENT C,
CG -6 POINT OF CG -6
3' CURB & GUTTER FINISHED GRADE CURB & GUTTER X E
CLEAR ZONE S CLEAR ZONES
ill. ! SURFACE
Ij r 2X 2% 2% 2%
' PLAN77NG
STRIP 4" UD -4 UNDERDRAIN* 6 PLAN77NG
VIDOT 4" UD -4 4` T STRIP
STONE UNDERDRAIN* BASE SUBBASE SSE
-6 82.5 82 6
14' 14'
(TRAVEL LANE) (7RAVEL LANE)
32' F /C -F /C
4' CONCRETE
SIDEWALK
4" VDOT 21A
STONE BASE
57 •
*NOTE.- UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W
TRAFFIC ON THE PROPOSED TYPICALGRNEIGHBORHOOD STREET ,S.E'CTION r5%' R1191'j
LOCHLYN HILL LANE
*EXISTNC PEN P RK UArF1LOCHLYNIflILL DRIVE' TRANSITIONS FROM "' E/P -E/P TO R8EE /I�E/P STREET SMTION
Will
N07E• PROPOSED LANDSCAPING TO I
UTILI OUTER 3' OF PLANTING STRIP i
PER EAR ZONE REQUIREMENT CAL U
CG -6 POINT OF CG -6
CURB & GUTTER FINISHED GRADE CURB & GUTTER 3' J
/ CLEAT R ZONE
SURFACE
EXIST. GROUND qk 2% 2% 2% 2% r
,}• .• 4" UD -4 UNDERDRAIN* ++ 6' PLANTING
` YbOT 4" UD -4 4' oT STRIP
/ STYSEE UNDERDRAIN* BASE , SUBBASE STONE
EXIST. GROUND AR 85 BASE s
12.5' 12.5'
(TRAVEL LANE) (TRAVEL LANE)
_ 29' F /C -F /C
VAR.
*NO7E• UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TYPICAL AEXHBORHOOD S7 7j SECTION X45' .R11#r)
PEN AMA- LANE' (EAST OF LOCHLYN HILL LANE)
CS -SSAR RESIDENTIAL & .eI MAT USE SUBDIVISION STREET DESIGN SPEED.- 25 dfPH
4' CONCRETE
SIDEWALK
4" VDOT 21A
STONE BASE
Y fill
O PROPOSED LANDSCAPING TO I
77L E OUTER 3' OF PLAN77NG STRIP
:R \j3' CLEAR ZONE REQUIREMENT C/L
CG -6 POINT OF CG-
X CURB & GUTTER FINISHED GRADE CURB & G
1 LEAR ZONE CLEAR ZONE i
SURFACE 2X v
21 2% 2% 2%
PLAN71NG
STRIP 4" UD -4 UNDERDRAIN* 6' PLAN71NG
woT 4' U0-4 4T Ur STRIP
S?A,,E UNDERDRAIN* BASE SUBBASE S70NE
SE
-6
12.5' 12.5'
(]RAVEL LANE) (7RAVEL LANE)
29' F /C -F /C
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
EXIST, GROUN
4' CONCRE7P__
SIDEWALK
MAX
2' EXIST. GROUN
4' VDOT 21A
STONE BASE
EXIST: GROUND
*NOTE. • UD -4 UNDERDRAINS ARE REQUIRED WHEN 7HE PROJECTED VOLUMES OF
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TYPIC. z NEIGHBORHOOD STREET SECTION 654' Rl#r)
LOCHMV HILL DRIVE, FUTURE ROAD C
GS -SSAR RESIDENTIAL & AlXED USE SUBDIVISION STREET VffSXf SPIffP -' ,25 ATff
RETE
wut WALK
4" VDOT 21A
STONE BASE
4"
GENERAL CONSTRUCTION NOTES FOR STREETS ,r ,�_ / 1• T� l /`
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL V•qR %u UNo35791 BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF � } i J' ' � CONSTRUCTION. ' i / Z 2. UPON COMPLETION OF FINE GRADING AND PREPARA 77ON OF THE ROADBED SUBGRADE, (Ir �, qR.... i � THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE O (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A r ) w� SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT p} « DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST 0 At `
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 FU
DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A
NA TURAL WA TER COURSE. is
1 k, I'1'�OT } (Il R lvp
C � ,per H Y,,;,��T _ 9
4. GUARDRAIL LOCH TIONS ARE APPROXMA TE. EXACT LENGTH, LOCH TION AND APPROPRIA TE 4`; I1if0Ty K�
END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION ADDITIONAL' �NF
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, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF `
= .3 2 E FAMILY 1 °?
PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE
INCREASED TO SEVEN (7) FEET. r> (18 DE ACHED, 2 ��
ATTA :: ITS
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 RESIDENTAL DRIVEWAY ENTRANCES X v w t-
<
SHALL CONFORM TO VDOT STANDARD PE -1.
Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH O iI All
AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY
SECTIONS, F " ,, -' l ` ` w
ADHERED T0. � � � �; rte. --- ---'�=
•
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDI VISION PLAT -:.. ' : °
VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR To SIGNING AND k ff
RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. `�__� " " w t. t.... w
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE ORG /NIA \ - any
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. y
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED 9� " ` ,
BY T74E DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,r...,.:..___
4
774EY ARE DEEMED NECESSARY IN ORDER TO PR01/IDE SAFE AND CONVENIENT ACCESS -� -._. _.__ . - - _ '- �..�,...�.-- --�•°� -' •- -=� -- - 0�- -'= � -�, F r - ,_.... -- .- `
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE 5 § "
DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. :; ^'.:�;_! �; �v:.::::::: °. 54
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 r ,:;: ; 1:'
.'
r' t
SHOWN ON THE ROAD PROFILES. --__�` � _ ._.. j -•- - ::�.�• --;:'•
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS - -.. -
THA T ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
INSPECTION PROCEDURE AND W117I A VDOT OR COUNTY INSPECTOR PRESENT
ROAD NOTES,;,
Lu
GRADING
- - E ;
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS THE ROAD & BRIDGE .. ; - j �� 1` . :A 40 FUTUR �
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL 1 �^ PARTMEN
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 4-'' ' i �:: � :Vi;'µ` -� '
UNIT
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2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED
FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH t
SUITABLE MATERIAL TO THE SA 77SFACTION OF THE ENGINEER. �� ; , . I ;i:. ' ~` "^ 1; },, ��.t, M UJ J. ALL GROW774 OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR 774E �._ :::;;:; '.;.;. , . -:• ::: r `�': �__---- ----�i . '
EN77RE EASEMENT. OTHER TREES AND VEGETATON WHICH OBSTRUCT SIGHT DISTANCES ` ` I / �. y ids.
AT ROAD INTERSECTIONS SHALL BE REMOVED. nk
4. ALL VEGETAT T
ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER O SHOULDER '�
' ... ;:::':ter- :. - _ -.:::' ;j,....� � ,, � t-• °
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PRIOR TO THE CONSTRUCT70N OF THE SUBGRADE. 4. 4 I /,; :1 ; .., z w
8FA7t1�I�UTY ILY E o ca
CHEQ '^ DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PR/ VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP W177I + UNIT .S.':,:, ::::„ :> :.. <` z v w Ln
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A MINIMUM COVER. OF ONE (1) FOOT. a z � °
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2. STANDARD UNDERDRAINS CD -1 OR CO -2 OR U0-4'S TO BE PROVIDED AS INDICATED ON
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. - °C (A O
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH - m ° z z
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AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN / �' z -1 ° ° u, z
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS I / / j ? / y'`. p w c'"n a z
UNLESS _ 1 _.__ -�'" Z g
OTHERWISE N07ED ON PLANS. oc m a z
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SATISFACTION OF THE ° U,
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER U o
COURSE PA YEMEN T W z ce
TOP 1. AN ACTUAL COPY OF 774E CBR REPORT IS TO BE SUBMITTED PRIOR TO 77-1E PLACEMENT ° d ui
OF 4" 2" R OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, 774E TRIP GENERATION W
CURB ° DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED SCALE: 1" = 150'
METHOD OF »• _ CAN BE MADE. RREC770N. ALL CBR TO BE CHECKED, NOTIFY ENGINEER SO ANY ADJUSTMENTS �
TRIP (GENERATION CALCULATIONS
d 1 ' 1
d 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
13" COMPACT70N BEFORE BASE IS PLACED. TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
d " ` 7" J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL 20 SINGLE FAMILY (18 DETACHED, 2 ATTACHED) UNITS - CODE 210
° MEETS REQUIRED GRADATION FOR TYPE I, A OR 111 PRIOR TO PLACING AGGREGATE BASE. ADT: 191 VPD (95.5 ENTER 195.5 EXIT)
:4A -
IA. AM PEAK: 15 VPH 4 ENTER/ 11 EXIT
'° d • ° •' - 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 774E EVENT THAT ( )
THE SURFACE COURSE IS BEGINNING AT 774E COMPLETION OF THE INSTALLA77ON OF THE PM PEAK: 20 VPH (13 ENTER 17 EXIT)
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 w �
DAYS, 17�E PUGMILL REQUIREMENT WILL APPLY TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) Q N N M .I-i N
1' 6" 2' 5. 774E USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 5 TOWNHOUSE UNITS -CODE 230 DOT 21A STANDARD CG-6 UNDER CURB & ECHECKED 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, 7EMPLATE, AND COMPACTION ADT: 29 VPD (1 ENTER / EXIT)
BY VDOT PRIOR TO PAVING BEFORE SURFACE 7REA 7MENT IS APPLIED. AM PEAK: 2 VPH (1 ENTER / 2 EXIT)
CURB & GUTTER AND /OR BACKFILLING. 7 BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA PM PEAK: 3 VPH (2 ENTER/ 1 EXIT)
NO SCALE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS
& ENCROACHMENT.- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED 87 FUTURE SINGLE FAMILY DETACHED UNITS - CODE 210
WI THIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY ADT: 833 VPD (416.5 ENTER 1416.5 EXIT)
1 SM -9.5A PERMIT IS5UE0 BY VIRGINIA DEPART]bfENT OF 7PAAIgPORTA770N MAY BE LOCATED WI774IN AM PEAK: 65 VPH (16 ENTER /49 EXIT)
SURFACE COURSE THE STREETS RIGHT OF WAY. PM PEAK: 88 VPH (55 ENTER 133 EXIT) r
3 " -4" BM -25 TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) M
INTERMEDIATE COURSE 44 FUTURE TOWNHOUSE UNITS - CODE 230 M
5 " -7" COMPACTED AGGREGATE ALBEMARLE COUNTY ADT: 256 VPD (128 ENTER/ 128 EXIT) N Z
BASE COURSE, VDOT #21A AM PEAK: 19 VPH (3 ENTER / 16 EXIT) ummm
OR #21B DEPENDING ON / �j�� \/ / / / \ GENERAL CONSTRUCTION NOTES PM PEAK: 23 VPH (15 ENTER 18 EXIT) M
ULTIMATE TRAFFIC LIMITS Q ��'�� \\�'� /\ / \�
AND UNDERDRAINS / 1. PRIOR TO) ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT -OF -WAY, INCLUDING rN
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) t1" o
COMPACTED CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 40 FUTURE APARTMENT UNITS - CODE 220 a
SUBGRADE DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY ADT: 266 VPD (138 ENTER 1138 EXIT)
T
REFLECT 774E REQUIREMENTS OF 774E PERMIT. WHERE ANY DISCREPANCIES OCCUR THE AM PEAK: 20 VPH (4 ENTER 116 EXIT)
ASPHALT PAVING - ROADS
REQUIREMENTS OF THE PERMIT SHALL GOVERN. PM PEAK: 25 VPH (16 ENTER / 9 EXIT) N H
2 ALL MATERIALS AND CONSTRUCRON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS °
NO SCALE AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED N °
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: U)
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY < D
(5' MIN.) CLEARING, GRADING OR OTHER CONSTRUCTION. L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
" 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. 0 V) 0 z
4 CLASS A3 CONCRETE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY W _j
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE w
(300) PSI OR S77?ONGER OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. -� Q
AT 28 DAYS BEING COVERED. J `� z
2% 6. PAVED, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE Q Q 0
/ /� /\S�, OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY /N ORDER TO iii, CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY TESTS BEFORE W a w
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�/i • ' �/) ' �' STABILIZE A DRAINAGE CHANNEL. PLACEMENT OF ROADBED BASE MATERIALS o z
%� ; • ,� 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM W r0
» TRAFFIC CONTROL DEVICES o
4 21 -A STONE BASE iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, U
8. UNLESS (OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
CONCRETE SIDEWALK PIPE -CLASS W. ' SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. O ,-i 06 � 0
NO SCALE 9. ALL EXC.4 VA 77074 FOR UNDERGROUND PIPE INSTALLA770N MUST COMPLY WITH OSHA v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE J Cn 3 0
STANDARDS FOR THE CONSTRUC770N INDUSTRY (29 CFR PART 1926)
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.
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vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART
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NOTE: ENGINEER RESERVES THE RIGHT TO UPDATE THE PAVEMENT DESIGN BASED ON FIELD TESTED CBR RESULTS. ® Z W
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POINT OF / ' �� ' `..� . �
CURB' 6 -8 COMPACTED AGGREGATE „� URFAC a U
-- FINISHED GRADE PLACE, 18 ,// ", : N ,
MAX SURFACE BASE COURSE, VDOT #21A 4,000 PSI " • BASE
Z' EXIST. GROUND 2% 2% `� / \ / /�� \ / /\�/ \ / \� /� I F . • ' S
PRECA a// •:.. ° J o
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0 10' 10' 4, ' SWM ACCESS ROADWAY °�'� ° °`�'° sTONE2BASE : ` ' SOB NO.�
(IRA VEL LANE) °
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L 20.5' E/P -F/ 1 6 UNDER CURB.
30' PRIVATE ACCESS EASEMENT
STANDARD CG-2 SCALE o 2
TYPICAL NEIGHBORHOOD STREET SECTION
NO SCALE j ��=501 °
30' PEDESTRIAN, BICYCLE; AND EWERGENCY ACCESS EASFAW T 30' ALLEY EASEailENT
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vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART
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OF THE FINAL INSPECTION.
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vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR
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TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
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viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL
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TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING
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ELIGIBLE FOR STATE MAINTENANCE.
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NOTE: ENGINEER RESERVES THE RIGHT TO UPDATE THE PAVEMENT DESIGN BASED ON FIELD TESTED CBR RESULTS. ® Z W
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POINT OF / ' �� ' `..� . �
CURB' 6 -8 COMPACTED AGGREGATE „� URFAC a U
-- FINISHED GRADE PLACE, 18 ,// ", : N ,
MAX SURFACE BASE COURSE, VDOT #21A 4,000 PSI " • BASE
Z' EXIST. GROUND 2% 2% `� / \ / /�� \ / /\�/ \ / \� /� I F . • ' S
PRECA a// •:.. ° J o
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BASE 21A SUBGRADE o , 00
SUBBASE STONE » o w E
EXIST. GROUND BASE 4 Min s °O0,0d- 00 � = o-
0 10' 10' 4, ' SWM ACCESS ROADWAY °�'� ° °`�'° sTONE2BASE : ` ' SOB NO.�
(IRA VEL LANE) °
r (TRAVEL LANE) NO SCALE , » 1ZO62 o D
L 20.5' E/P -F/ 1 6 UNDER CURB.
30' PRIVATE ACCESS EASEMENT
STANDARD CG-2 SCALE o 2
TYPICAL NEIGHBORHOOD STREET SECTION
NO SCALE j ��=501 °
30' PEDESTRIAN, BICYCLE; AND EWERGENCY ACCESS EASFAW T 30' ALLEY EASEailENT
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6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) 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.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES
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 77-IE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULA77ON REGARDING
BRASS FIT77NGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE
DRINKING WATER ACT).
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MOTES.
1, 1"s r1l mAY w IRi<±'ckST on CAST HN GLACE,
Z WNCRETE TIO BE CiAP,B A3 F CAST N PLACT_
4(.000 PSI IF =P)EC.Rn
3, COMSN.ATION CL M tANT'TER HAM" A tkANOMIs
OF 300 FEET OR 'LESS (ALONG FACE OF Chi SHALL
BE PAID' FOR AS RADIAL C21MBWATKON CURB A
GLITTM
4.'FOR USE 1I7H STAstrzED CF(s*Gi A`72D
DRAIN #A:r' LA10,4 TW TTOM Or TAE, (2.
AM CUfTE:R � BE 'C(ONST TE.D PARALLEL
TO TWR SLOP SUPAASf, MRSM
AMD T4 TW 091H OF TW PAVEMENT.
5. ALIOWIPN)LE iMITsEMA FOR IFE USE Of
013-6 IS BASED ON ROADWAY CLASSEXANM
AND DESII I S1I AS S+IDWN N APPENIM A
u„ R OF TNT VDOT /(DcAi) %MGM MMILIAL.
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TI4s AlRTA UAY GE COMCRE'4"£
AT THE OPTION Of THE CONTRACTOR
THE OO'TTOM OF TINE CURB AND
%TT T ]MAY V. C"TMXTTD
PAIRALL L TO THE SLCPC 0ۥ
ViMASE CtXRSES PRO+M7MD A
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REFERENCE I COMBINATION 6 "N Ot,lRB & GUTTER
X
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VV?CV A OEPAF.TFENT OF TRV4SPORTAT(ON 201.0',
CRUSHING STRENGTH
Rivanna Water & Sewer 'uth- ority (KWSLi)
n III OlkkTERI
SMOOTH WALL PVC
General Water & Sanitary Sewer Notes
ALBEMARLE COUNTY
CO-2
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AASHTO 2b2
February 2011
FINAL PLAN GENERAL NO TES
70 PSI 304%
SOFT COPPER
1. THIS ITEM MAY HE PRECAST OR CS.' T IN PLACE.
1)
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 or modified in Special Notes.
GENERAL WA TER (3e SEWER CONDITIONS
2)
RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work.
3)
The contractor shall be responsible for notifying Miss Utility (1- 800 -552- 7001).
4)
RWSA Engineer (Victoria Fort at (434) 977 -2970 ext. 205) shall be notified three business days prior to the start of construction.
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
5)
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 holidays without special written permission from RWSA.
INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS
6)
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.
A T THE START OF THE WORK.
7)
The location of existing utilities as shown on the plans is from data available at the time of design and is not 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
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
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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 existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner,
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMA TEL Y CORRECT. THE
8)
Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing.
CONTRACTOR SHALL, ON HIS OWN INI TIA TI VE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES,
9)
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 within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post -CCTV may be
AS NECESSARY.
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required. RWSA may also require certification from a licensed professional engineer stating that the proposed 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.
J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT ED17ION OF THE GENERAL
10)
The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe.
WATER AND SEWER CONSTRUC7ON SPECIFICATIONS, AS ADOPTED BY THE ACSA.
11)
New water main installations shall be pressure tested, chlorinated, flushed and have 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.
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12)
All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service.
4. DATUM FOR ALL ELEVA 77ONS SHOWN IN NATIONAL GEODETIC SURVEY.
13)
No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800- 552 - 7001).
14)
Trees are not permitted in the RWSA easement.
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) 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.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES
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 77-IE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULA77ON REGARDING
BRASS FIT77NGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE
DRINKING WATER ACT).
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MOTES.
1, 1"s r1l mAY w IRi<±'ckST on CAST HN GLACE,
Z WNCRETE TIO BE CiAP,B A3 F CAST N PLACT_
4(.000 PSI IF =P)EC.Rn
3, COMSN.ATION CL M tANT'TER HAM" A tkANOMIs
OF 300 FEET OR 'LESS (ALONG FACE OF Chi SHALL
BE PAID' FOR AS RADIAL C21MBWATKON CURB A
GLITTM
4.'FOR USE 1I7H STAstrzED CF(s*Gi A`72D
DRAIN #A:r' LA10,4 TW TTOM Or TAE, (2.
AM CUfTE:R � BE 'C(ONST TE.D PARALLEL
TO TWR SLOP SUPAASf, MRSM
AMD T4 TW 091H OF TW PAVEMENT.
5. ALIOWIPN)LE iMITsEMA FOR IFE USE Of
013-6 IS BASED ON ROADWAY CLASSEXANM
AND DESII I S1I AS S+IDWN N APPENIM A
u„ R OF TNT VDOT /(DcAi) %MGM MMILIAL.
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TI4s AlRTA UAY GE COMCRE'4"£
AT THE OPTION Of THE CONTRACTOR
THE OO'TTOM OF TINE CURB AND
%TT T ]MAY V. C"TMXTTD
PAIRALL L TO THE SLCPC 0ۥ
ViMASE CtXRSES PRO+M7MD A
gL1NMLM CNe"ATN OF 7"
§S MAII
REFERENCE I COMBINATION 6 "N Ot,lRB & GUTTER
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VV?CV A OEPAF.TFENT OF TRV4SPORTAT(ON 201.0',
CG-12
PERMIMSIBLE
.rrIA�,
N I_y f#SPW ECS, 9" LONG
TILE DRAINAGE FABRIC UNDERDRAIN SHALL BE CENTERED TINDER CURB AND GUTTER
P T -V* AT TOP) PAVED SHOULDER
GEOTEXTLE DRAINAGE FABRIC t-0-11
+..,� (OVERLAP r -O" AT TOP)
T :. i.' • :.:.:. a .:.:.:. �"`*+ PAVEMENT
' • ? •. fie I. s. *.. I�I • ".'• ' ' . ..• , !.,.. t:. • .
::•: INNSTABLIZED '``r�' !: �4" MN.
OUTLET p E at�.� KA q"� - ... .
��--, S A)GRADE • CUTLET PIPE
#57 AGGREGATE, #8 AGGREGATE OR CRUSHED SEE NOTE 1
T' -O' 4 -O" GLASS MEETING #8 GRADATION REQUIREMENT. " PIPE
1' -D"
057 AGGREGATE. #8 AGGREGATE OR CRUSHED
GLASS MEETING #8 GRADATION REQUIREMENT.
PAVED SHOULDER SECTION CURB AND GUTTER SECTION
UO -4
UP TO ELBOW► ,�, 0.�
PPE IS PERFORATED ��
-3i' PIPE -LESS AGGREGATE
PRIMARY DIRECTION TRENCH WITH
OF WATER FLOW DRAINAGE FABRIC
45• ELBOW
CONNECTION
SHEET 1 OF 2
OUTLET PIPE
NO SCALE
UP TO ELBOW,
PIPE IS PERFORATED
SPECIFICATION
STANDARD PAVEMENT EDGEDRAIN REFER
240 0
REV 8107 VIRGINIA DEPARTMENT OF TWANSPORTAT)ON 25a
M.06 701
TRUNCATED 1DOMES
A SEE SHEET / OF 4 FOR DETAILS TYPICAL DESIGN
8' -0" 4'-0"
BACK OF CURB 11:1 MAX. 48 :1 MAX.
2D :1
SECTION A -A I All '*I f�
CONSTRUCTION
JOINT
SECTION 8 -B 1011 M
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NOTE: SEE GEIIERAL NOTES ON THE DETECTABLE WARNING SURFACE. ALTERATIONS
SHEET 1 OF 4.
A 4'SQUARE LANDING
AREA OUTSIDE OF
Y BE PROVIDED WITHIN �Y t
�3 CROSSWALK AREA. ARE/. 3
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V N V
Ilri
OSSWALK
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7
SSW A�iC TYPICAL PLACEMENT
LACEA+SENT
TYPICAL EI..NT DIAGONAL VARIATION AT INTERSECTION
AT INTERSECTION
WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP)
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(48" WIDE) REQUIRED AT TOP OF CURB. RAID. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONSTRUCTION.8 FEET FOR ALTERATIONS.
SHEET 2 OF 4
VIIII CG -12 DETECTABLE WARKNG SURFACE
IN TYPE A (PERPENDICULAR) APPLICATION NE 7,
VNI OHPARTMENT OF TRANSPORTATION 203.05A
f PLACE 5' GALVANIZEID ' VOTNESS " POST WITH
+} CAPPED ENDS PA €NTIED BLUE IN REMOTE AREAS
°, ( AS DIRECTED. MARKER LOCATION MAY BE SUBJEC
v TO HIGH % ='AY DEPARTMENT APPROVAL.
jI FINISHED GRADE
I
.. z a .
° IF' . I.
: 11 AUJUSTAABLE VALVE BOX W/' LTC)
II
.. Z U .
Z_ N
.� ..
M .
- _ • M J, GATE VALVE
___
C �� .
. I . -� .
11
WATER 4 11 ONE
__..-...__�.__... __ .._._ ! _ 1 II
2500 P.S.I.
CONCRETE 2A 2'x 2' BEARINGARA.
THRUST BLOC : 4 ' ' . . .
a. . .
• ,
-.4 ' o . 4 .
d
/, o .
v
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (d) INCHES ABOVE GRA
TYPICAL FATE VALVE
. NTS
FIG: W - 5
T° -,$,
��( RED, "AINVING EACKFILL SHALL
i ti. P:.OT _'�.N_1VI: ROCK F.n,ATLRIA,L
36'Mli LARGER THAN S" IN ANY
DIMENSION
.. 24'MI " .
. INTIAL BACKFILL" .
B'M (6' LIll
EMBED1E T- 4 THORQUI -HLY COMPACTED
..
SP.ftitiG .LINE BY .H. . AN� 6D OR 'APPROVED ian OF PIPE MECHANICAL TAMPER
.. 'NCB. 8 STONE It 1t'i)4JCi4Itia,
6
. .
.. ,
SE
DDIIdG 4' ' x
FOUNDATION (SHALL BE
. , .
REQUIRED. WHEN SOIL .
CONDITIONS ARE;'UNSTABLE
FALL .PIPE) . '' ', :':' .
if
. ... .
. . .. .. _ . I. NOTE` ... .
1,OPEN CUTS, IN :PAVED 'AREAS WITHIN :'EXISTING MOOT RIGHT -OF -WAY 'SHALL.. BE ..
B.ACKFILLED_ ENTIRELY WITH NO. 21A 'STONE:
ZJOR DUCTILE. IRON' PIPE THE BOTTOM O7 T'HE TREI NCH SHALL` BE' SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO. 68
3. SiIA!' BE P0.0'a /;DED
�. _( {� RU'_is ' C V'_V'vl,i _ IPE SHALL E; E :1',I A__ 0lN A I>RINvM„Irl
.B EDDING OF N0:. 6O, STONE .
.
TYP,ICAL::' SEWER 'PIPE .
INSTALLATION IN TRENCH . "
.
. .
..
: NTS.
::".
..: . FIG
S
.�
TD -28 .
i
OVOETEXTTIL iw MIG )M PAVED SHOULDER LONG
STA8IUZED OPEN N0.218 AGGREGATE
L(�AYETOR DRANIAGE PAVEMENT a. .
• - " PIPE r RADE
StNBASE LAYER i":•',:': � 4 t
SUBMADE OUTLET PIPE
SEE NOTE 1 1667 AGGREGATE, 48 AGGREGATIE OR CRUSHED
Y_o" GLASS MEETING #8 GRADATION REQUIREMENT. NON -
UNDER CO
(EDGE OF V )
PAYED SHOULDER SECTION
(FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER)
TYPE OF PIPE
CRUSHING STRENGTH
%.T
n III OlkkTERI
SMOOTH WALL PVC
.103
SMOOTH WAN- PVC
CO-2
O
AASHTO 2b2
NOTES4
70 PSI 304%
SOFT COPPER
1. THIS ITEM MAY HE PRECAST OR CS.' T IN PLACE.
FOR USE ON ATTACHED SINGLE FAMILY
2. CRETE T4 BE CLASS A3 F CAST IN PLAICE,
PESOENT,A, SEKV,CaZ OR DUA, RESID ENT,"
4000 PSI F PRECAST.
1•xl'xl' TEE
'J, C= KI ING A RADIUS OF 3W FEET, (ALONG
�C%Aq
O O
Ff10E OF CLM) �6 BE Pl FOR AS
NOTE:
4, TTi DEPTH OF CUFIN MAY IE REDUCED AS NAM AS 3"
I16" DEPIW 100 N1U7 ASED (2„ OEPTW
iE8TTOS M d
Z
O
r-1
J
DUAL SERVICE
GRIR INLAY 1HE CF CIP9 LL tE
WITT T1•E TOP OF A WA.'SE OF THE P VTHENT SUBSTRUCTURE,
(n
Z
1' COMPRESSION x 3/4' MALE PIPE COUPLING
U
o
0
(n
LU
W
OTKRWtSE THE DEPT)( IS TO iI TII" 4 "Wt.NRJ ADJUS711I
OR APPROVED EQUAL
I-
Z
�-
to
m
�
Z
�
Cn
N
¢
h W W,Z NO ig TO BC III FOR A AREA SC OR ik
SOFT COPPER
WREASE N DEPW
~ 2A R
S. CG -2 I t0 :V Lm 1A RtJ � iIEET1�C 'flit
REGUIREiILiiTS FDR MI) ASl
FOR USE ON DETACHED SINGLE FAMILY
'1 iU!,
'T_ METER IS NOT PROVIDED.
#'1'LIt41x A TH±E 4T RObP E _
: 971A
-�.
NOTE:
.'d - ;; d - 4A-
1) SADDLES SHALL BE USED ON PVC PIPE.
CAST IRON LID
FINISHED GRADE
IT 1�II I111I,� �.I I
r__ I 10' - 15
5E1
'
BALL ��I - BOX
,,,
�..
(INLET &
A•
OUTLET) I -1
,
e . . a <••a -
aw
1/4 BEND CO UPLIN
�
'
(IF REQUIRED)
G
'a e
A -
METER
s
-.. . I .
NECESSARY
I I
VASE
-
CORPOP,ATION STOP
I e
TYPICAL SERVICE LATERAL INSTALLATION
I I iRADI3S
NTS
FIG. W- 6
TD-9
i5" ' ' � ' SURFACE
MN
Is., -At : -p '
MAX, -.
1 �.e
T"
Pi ETEF CB
C�DD
STANDARD
S'" CURB
=60A
Vf4*MA DEAARTtJEtRY OF TPANSPt7RTAT ) II 9M
201ZII
CG-12
PERMIMSIBLE
.rrIA�,
N I_y f#SPW ECS, 9" LONG
TILE DRAINAGE FABRIC UNDERDRAIN SHALL BE CENTERED TINDER CURB AND GUTTER
P T -V* AT TOP) PAVED SHOULDER
GEOTEXTLE DRAINAGE FABRIC t-0-11
+..,� (OVERLAP r -O" AT TOP)
T :. i.' • :.:.:. a .:.:.:. �"`*+ PAVEMENT
' • ? •. fie I. s. *.. I�I • ".'• ' ' . ..• , !.,.. t:. • .
::•: INNSTABLIZED '``r�' !: �4" MN.
OUTLET p E at�.� KA q"� - ... .
��--, S A)GRADE • CUTLET PIPE
#57 AGGREGATE, #8 AGGREGATE OR CRUSHED SEE NOTE 1
T' -O' 4 -O" GLASS MEETING #8 GRADATION REQUIREMENT. " PIPE
1' -D"
057 AGGREGATE. #8 AGGREGATE OR CRUSHED
GLASS MEETING #8 GRADATION REQUIREMENT.
PAVED SHOULDER SECTION CURB AND GUTTER SECTION
UO -4
UP TO ELBOW► ,�, 0.�
PPE IS PERFORATED ��
-3i' PIPE -LESS AGGREGATE
PRIMARY DIRECTION TRENCH WITH
OF WATER FLOW DRAINAGE FABRIC
45• ELBOW
CONNECTION
SHEET 1 OF 2
OUTLET PIPE
NO SCALE
UP TO ELBOW,
PIPE IS PERFORATED
SPECIFICATION
STANDARD PAVEMENT EDGEDRAIN REFER
240 0
REV 8107 VIRGINIA DEPARTMENT OF TWANSPORTAT)ON 25a
M.06 701
TRUNCATED 1DOMES
A SEE SHEET / OF 4 FOR DETAILS TYPICAL DESIGN
8' -0" 4'-0"
BACK OF CURB 11:1 MAX. 48 :1 MAX.
2D :1
SECTION A -A I All '*I f�
CONSTRUCTION
JOINT
SECTION 8 -B 1011 M
t1 M
NOTE: SEE GEIIERAL NOTES ON THE DETECTABLE WARNING SURFACE. ALTERATIONS
SHEET 1 OF 4.
A 4'SQUARE LANDING
AREA OUTSIDE OF
Y BE PROVIDED WITHIN �Y t
�3 CROSSWALK AREA. ARE/. 3
Y ig I
---=0 °�
V N V
Ilri
OSSWALK
C
7
SSW A�iC TYPICAL PLACEMENT
LACEA+SENT
TYPICAL EI..NT DIAGONAL VARIATION AT INTERSECTION
AT INTERSECTION
WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP)
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(48" WIDE) REQUIRED AT TOP OF CURB. RAID. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONSTRUCTION.8 FEET FOR ALTERATIONS.
SHEET 2 OF 4
VIIII CG -12 DETECTABLE WARKNG SURFACE
IN TYPE A (PERPENDICULAR) APPLICATION NE 7,
VNI OHPARTMENT OF TRANSPORTATION 203.05A
f PLACE 5' GALVANIZEID ' VOTNESS " POST WITH
+} CAPPED ENDS PA €NTIED BLUE IN REMOTE AREAS
°, ( AS DIRECTED. MARKER LOCATION MAY BE SUBJEC
v TO HIGH % ='AY DEPARTMENT APPROVAL.
jI FINISHED GRADE
I
.. z a .
° IF' . I.
: 11 AUJUSTAABLE VALVE BOX W/' LTC)
II
.. Z U .
Z_ N
.� ..
M .
- _ • M J, GATE VALVE
___
C �� .
. I . -� .
11
WATER 4 11 ONE
__..-...__�.__... __ .._._ ! _ 1 II
2500 P.S.I.
CONCRETE 2A 2'x 2' BEARINGARA.
THRUST BLOC : 4 ' ' . . .
a. . .
• ,
-.4 ' o . 4 .
d
/, o .
v
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (d) INCHES ABOVE GRA
TYPICAL FATE VALVE
. NTS
FIG: W - 5
T° -,$,
��( RED, "AINVING EACKFILL SHALL
i ti. P:.OT _'�.N_1VI: ROCK F.n,ATLRIA,L
36'Mli LARGER THAN S" IN ANY
DIMENSION
.. 24'MI " .
. INTIAL BACKFILL" .
B'M (6' LIll
EMBED1E T- 4 THORQUI -HLY COMPACTED
..
SP.ftitiG .LINE BY .H. . AN� 6D OR 'APPROVED ian OF PIPE MECHANICAL TAMPER
.. 'NCB. 8 STONE It 1t'i)4JCi4Itia,
6
. .
.. ,
SE
DDIIdG 4' ' x
FOUNDATION (SHALL BE
. , .
REQUIRED. WHEN SOIL .
CONDITIONS ARE;'UNSTABLE
FALL .PIPE) . '' ', :':' .
if
. ... .
. . .. .. _ . I. NOTE` ... .
1,OPEN CUTS, IN :PAVED 'AREAS WITHIN :'EXISTING MOOT RIGHT -OF -WAY 'SHALL.. BE ..
B.ACKFILLED_ ENTIRELY WITH NO. 21A 'STONE:
ZJOR DUCTILE. IRON' PIPE THE BOTTOM O7 T'HE TREI NCH SHALL` BE' SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO. 68
3. SiIA!' BE P0.0'a /;DED
�. _( {� RU'_is ' C V'_V'vl,i _ IPE SHALL E; E :1',I A__ 0lN A I>RINvM„Irl
.B EDDING OF N0:. 6O, STONE .
.
TYP,ICAL::' SEWER 'PIPE .
INSTALLATION IN TRENCH . "
.
. .
..
: NTS.
::".
..: . FIG
S
.�
TD -28 .
i
OVOETEXTTIL iw MIG )M PAVED SHOULDER LONG
STA8IUZED OPEN N0.218 AGGREGATE
L(�AYETOR DRANIAGE PAVEMENT a. .
• - " PIPE r RADE
StNBASE LAYER i":•',:': � 4 t
SUBMADE OUTLET PIPE
SEE NOTE 1 1667 AGGREGATE, 48 AGGREGATIE OR CRUSHED
Y_o" GLASS MEETING #8 GRADATION REQUIREMENT. NON -
UNDER CO
(EDGE OF V )
PAYED SHOULDER SECTION
(FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER)
TYPE OF PIPE
CRUSHING STRENGTH
%.T
n III OlkkTERI
SMOOTH WALL PVC
.103
SMOOTH WAN- PVC
CORRUGATED PE
O
AASHTO 2b2
TYPE OF PIPE
CRUSHNG STRENGTH
%.T
h" NOM. ;METER
SMOOTH WALL PVC
.103
SMOOTH WAN- PVC
SMOOTH WALL PE
O
1 70 PSI XXX
UtDERI SHALL BE CENTERED UNDER CURB AND CUTTER, X WALL THICKNESS (MIN) - INCHES
GEOTEXTLE DRANNAGE FABRIC XXXTESTED ACCORDING TO ASTM 0 -2412 AT 5 % DEFLECTION.
(OVERLAP T-a' AT TOP) I DOWN GR;
PAVEMENT k... .. • _ -ES SHOULDER
S - SEE NOTE 9 NON - PRORATED
SUBBASE LAYER .;t;`•• �' •� ; ! -� MAIN LINE PAVEMENT E Y CONECCTK)N
SI�AIDE •TLET PIPE _IN,
SEE NOTE T - - - - ^
4" PPE -� �
#57 AGGREGATE, #8 AGGREGATE OR CRUSHED ST'D. UD -4 IREQO.
ST'D. UD -4 REO D.
CLASS MEETING #8 GRADATION REQURE7,ENT. /
CURB AND GUTTER SECTION /
(FOR USE WITH STABILIZED OPEN-GRADED DRAINAGE LAYER) SHOULDER /
PAVEMENT I I f
NOTES* 7 , . 8
1, 4" MINIMUM. PROVIDED ATTAINING MINIMUM 4" OF ACCRECATE ON TOP OF PIPE, EDGEDRAINS IN GORE AREAS
2, WHEN THE LONGITIABJAL PIPE CONNECTS OfftECTLY INTO A DRAINAGE STRUICTURE -a
(DROP INLET. MAM)OLE. ECT.). WON- PERFORATED OUTLET PIPES ARE NOT REQUIRED.
3. INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINMUM OF T -O"
ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. . i
4. ALL CONNECTIONS (ELBOWS WYES ETC .I WITHIN PAY LMITS FOR OUTLET PIPE
ARE TO BE OF THE SAME NUSHM STRENGTH AS THE OUTLET PPE.
b" OIJTLET
CC TTEED EEVVERV ARE 3350'IMAXMUUMM OR AS fONNOTED 4N PLANSESIRABLE) GRADE AN40
8. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAIII
STRUCTURE.
7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON-PERFORATED PPE SHALL BE
PERFORATED
- - - -
COMMERCIAL
ENTRANCE
SIDEWALK OR
UNPAVED SPACE
UNDERDRAIN
PPE
WITH
AGGREGATE--I
PORATED
ERFTRENCH
UNDERDRAIN
PIPE
SMOOTH WAN- PVC
9
O
0.153
SMOOTH WALL PE
UTILIZED N UEU OF PERFORATED PPE.
MAINLINE ROADWAY
8. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AND THE EW-12 SHALL BE ST'D. CURB
LIMITED TO NO MORE THAN I'-0" TO PERNT CAMERA INSPECTION OF THE MAN LINE U GUTTER UNDERORAN BETt�yyEEN THL k GUTTER
IN EITHER DIRECTION. COMMERCIAL ENTRANCE
9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN- GRADED MATERIAL CANNOT WILL BE NON PERFORATED PPE.
BE MAINTAINED UNDER CURB AND GUTTER. NO. 218 AGGREGATE SHALL BE USED
UNDER CURB AND GUTTER.
NO. 218 AGGREGATE MAY ALSO BE USED FROM TOP OF STARLIZED OPEN-GRAOED
MATERIAL LAYER AND CURB AND GUTTER SHEET 2 OF 2
SPEWICATION
REEIFERONCEE .
240 STANDARD PAVEMENT EDGEDRAIN REV $i07
501 VIRGINIA C)EPARTMENT OF TRANSPORTATION 108.07
701
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
' '7 ..hi. ^..i INITIAL BACKFILL -�, ,,.2I1IIfiron.
. M_111.'M_� 6" BEDDING
* S TABLE SOIL ROCf� . .
SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
. STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEfVI CO"AP,ACT.THE' SOIL OR PROVIDE A 4' BEDDING OF �
#a8. STO ^iE.
FOUNDATION IN POOR. SOIL UNDER - CUT CONDITION
4 I.1 *: IN11TIAL BACKFII_ �a Mu"'
UNSTABLE s° S. s' S. -
SOIL MIN AKIN MII MAIN ,
y;. #6E STONE ..
"_V _-_ .
- : GRF.NULAR FILL AS
"' APPROVED BY .ACSA
11 :';' � /
. '<- L . a IL ' ,OO , Z STABLE YSOIL CSR ROCK
NOTE -'
1.113 R0CI'S• SMALL BE ALL O VED V,11THIN 24" OF THE V,'ATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL' BE .ALLOWED
ABOVE THE INITIAL" BACKFILL,
3.Tt4_p INITIAL SACKFILL SHALL BE PLACED AND COMPACTED IN 5" 'LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOTIMED
IN, THE TRENCH. .
S. BELL HOLES SHALL BE DING OUT_ IN ALL CASES,
DU CTILE IRON WATER . .
PIPE INSTALLATION & BEDDING
- INTS
. . FIG. W -2
F_
TD -2 .
I_
11 . .
. .. .11
I
SELI':ER. SERVICE _ATEPSAL CONNECTI' N tAC'rES:
1. WHERE A SCJvER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICIE LATERAL IS
INDICATED THE TOP (CROWN) ELEVATION O' a THE SERVICE .
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP ( vRCIAIN) C; -EVATION OF THE THE LOWEST PIPE CONNEvTED
TO THE MANIHOLE-
2 SEWER LATERALS TAPPED INTO AN EXISTING 'SEWER MAIN SHALL
BE CONNECTED USII4G A PIPE SADDLE. .
3. MINIMUM GRADE FOR SEWER "SERVICE CONNECTION SHALL BE 2%
(114' PER FOOT) �r ' � '.
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER,- '2' MJN
OF 4'.
S. ALL' SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 'FEET, .
. . _ , SAiT . .
. . . ' . .. TREATED
:FINISHED GROUND 2 x I / � . . . I � 1 . .
.. MARKER
. . ' t
. . . .. . ... .. .
. - PLUG END _G'F
MAIN ,LIN SERVICE .LATERAL .
.'.':':SECTION .
45 °:0'O"
J
IN..:i'�. VdY -TEE .: .
LIE E
. PLAN
. TARRIES I. . .
. .,,
;: ,.. PL.
SEWEk SERViC LA 1 FRi t ..0 NhJI ='C I f ,.:. 11,
.;'. .
N.T.S.
. F €G. S -2 . .
'M :.
PAVEMENT PATCH DETAIL
NOT TO SCALE ASPHALT 1.5 TIMES
EXISTING PAVEMENT
MIN, 7' WAR COURSE
AND 4" 8,l GOORSE
TACK AND SI AL TACK 414D SEAL , I /
XISTING PAVEMENT
,.11
.- 'SY'ONE SUP -BASE
5" d•
. . COMPACTED . .
VDOT #21A --
i1 . . . . . . . . . . . . .
PIPE BEDDING AS REQUIRED
„.�.a; `
NOTES;
1. PAVEMENT CUTS SHALL BE STRAIGHT AND VERTICAL
2. REMOVE TEMPORARY PATCH IF `PRESENT. EXCAVATE COMPACTED
BACKFILL AS (REQUIRED TO INSTALL NEW BITUMINOUS ASPHALT.
RE-COMPACT SURFACE OF BAC1t41L1 PRIOR T4 INSTALLATION OF
PATCH.
CD -1
TOP OF Cur =a=�� PAVEMENT PAY'LR+1 ~T OR (TYPICAL)
E OUTLET PIPE TO
GRADE BEGIN WITH 45-
FLL DITCH LINE ELBOW /
COMBINATION UNDERDRAIN CD -1 AT LOWER END OF CUTS
EDGE OF PAVEMENT
CENTER LAVE SECTION TRAVEL LAMES /i5
(WITH TYPE 1 SELECT MATERIAL
�
, 65��L_
TRENCH PLACEMENT EOGE OF PAV MEAT PAY LIMITS FOR
OUTLET PIPE TO
SHOULDER \ BEGIN WITH 45'
?-rt- PAVEMENT SURFACE M BASE DITCH LINE ELBOW
0"a. o oo 0D0 <Oo 0 -+c- SUBBASE OF TOE OF FILL
o -o- o. o . o - o. o- o - o . o - 3 - o - --* - SELECT MATERIAL TYPE I OR II ' /- tTYPoCAi )
�+ /�
+'••.' #57 AGGREGATE, #8 AGGREGATE OR CRVSIIEO
1 'i CLASS MEETING #8 GRADATION REQUIREMENTS. MEW
}i T,_D. � _ GEOTICMTILE DRAINAGE FABRIC (PLACEMENT OF CD -1 COOMBINATION UNDERDRAIN)
OR �_ PAVEMENT SURFACE i BASE
no o- o O o ao 0 0 o e ""'E- SUBBASE OR CEMENT STABILIZED SLEWASE
In - -o• o •".. A... A o . e - o • o - a - "'E- SQECT MATERIAL TYPE I OR SUBGRADE
1 0- o • o . , o - o - o - o o (CEMENT OR LIME STABILIZED)
GEOTEXTLE A • 057 AGGREGATE, #8 AGGREGATE OR CRUSHED
ORanIACE I GLASS MEETING #8 GRADATION REQIAREAAENTS. GENERAL NOTES
FABRIC Y-0" II'�"
1. UNLESS SPECIFICALY IDICATMA COMBINATION UNDERDRANN WLI_ NOT BE
LOCATED AT THIS POINT WREN OTH SlNMASE AID SUBGRADE ARE STABILIZED.
2. TRENCH SHALL BE FILLED WITH AGGREGATE AND TH MJGHLY HAND TAMPED TO
INSURE COMPACTNESS.
NON - PERFORATED OUTLET PIPE 3 IE P� ON AO MATADE PAIl EDGE TO THE TTHE SHO DERESLOPE 2 %TMNAND
(3 X
DESIRABLE) GRADE.
TYPE OF PIPE
CRUSHING STRENGTH
I' COMPRESSION x 3/4' MALE PIPE COUPLING
•
I
" NOM. DI
SMOOTH WAN- PVC
.103
O
0.153
SMOOTH WALL PE
70 PSI 304%
SOFT COPPER
70 PSI XXX
4, OUTLETS FOR INDERORAAINS, THEY ARE TO BE LOCATED 50 AS TOO DRAIN INTO DROP
INLETS OR MANHOLES.
5. ON SU'ERELEVATEU SECTIONS. TRENCH 15 TO BE UNDER ENTIRE PAVEMENT AREA
WITH OUTLET PPE ON LOW SIDE ONLY.
8. INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MR MLA( OF r-O" A90VE
INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE.
X WALL THICKNESS Qft - INCHES 7. ALL CONNECTIONS ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO
BE OF THE SAME CRUSHNG STRENGTH AS THE OUTLET PPE.
XXX TESTED ACCORDNO TO ASTM D -2412 AT 52 DEFLECTION. 8 OUTLET PIPE TO BE SECURELY CONNECTED TO EW -1208 OTHER DRAINAGE
STRICTURE.
RE 8" j STANDARD COMBINATION UNDERDRAN
REV 8/07 (AT LOVER END OF CUTS) sot
108.04 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 701
[COVER LIFT NOTCH
14 1/2"
1
12 1/2" 2 3/8"
.-
WATER
CAST IRON LID
I-. ...-.. - q.- - " - ......'. .-
18" METER BOX
-��
�n 1 d
�1 � V �ry
�'
ti
18" ;
" . ���' 6" EXTENSION
N�
6 "
PIPE SLOT
(2 PLACES)
NOTES:
(1) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
TYPICAL METER BOXES
(5/8 " -1" METERS)
NTS
FIG. W -7
TD -10
r,
�
E
�C)
iv E ") "
In � E
in m
0 r o o -
= N E w0 m
W C) J n U m O
E °w UO Nq E
U
v
E W c 0- v
'n U
W 00 I
N v j
0
- J 0
_ 0
� � °E0� °E °E� 0 I.
E _ d� (,Y�[
Q N t0 E U N'-r N_ R U
L,J u W
w¢ "� ucow U_ V)
J Q Lr 0
° 41 d. o 6
< E C �Z °
E� ^E E
E. LJ N \V v '-'' n n
NU
v � E v - K) t5 E \ -1
mom In- n
`•
O
LE g a O
° £ °E o- H-
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SANITARY SEWER.
!
i
jVDOT
TD. E
-1 C
SEWER & WAL AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
7.
UJ GEO�FABRI
415
UND
8.
VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STR
!
-
�W1= 3�;W2
=1h
;L =1
STRUCTURES WITH A DEPTH EXCEEDING 4'.
455
4B
!
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455
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_
1 02
41 WA
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-t- -59 39 LF 09.50%-
( i
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450 j
!
STR:24 DI -3B, L =8'
450
i
STA. 21 +28.13
0
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TP= 457.45
1
4'
WAT 1
405
INV IN: 447.96 TO 26
11'01
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i
405
INV IN: 453.20 TO 24B
1
405
STM
INV OUT: 446.96 TO 22
I
445
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AND
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5
50
VERTICAL SCALE
2.5 5 10
( IN FEET )
1 inch = 5 ft.
2(
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W /GEOFABf
HORIZONTAL SCALE (W1= 4.5' ;W2=
25 50 100 20
( IN FEET )
1 inch = 50 ft.
STR:18 DI -3B, L =8'
STA. 18 +17.56 ! I ' 450
TP= 438.48 - - - - - --
INV IN: 433.80 TO 20
INV IN: 430.92 TO 18B _ EXIS ING
INV OUT: 430.82 TO 16 GRA E
(445 i i 445
PRO OSED
I I GRA E
440 440
STR:18B DI -3B, L =8'
STA. 10 +36.23
_ TP= 438.68
- INV OUT: 431.11 TO 18
435 _ 435
2.20' 1 -
- STM
10 +00 10 +50
430 430
15- CL III RCP
36.23 LF 0 0.52%
1425 I j 1 425
420 1 ' I 1 1 420
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10 +00 10 +50
STR z8 B - STR 3.8
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INV
INV
11+00 11+50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00
STR 30 - OUT
i 1 STR: 2H DI -7 !
NO
TES
1.
STORM PIPE SHALL BE CLASS 111 RCP, OR HDPE. HDPE
STR:2 MHI STA. 10 +43.22
SHALL BE INSTALLED PER THE VDOT STANDARD
;:2B 6I -3C, L =10' 1
REQUIREMENTS AND SPECIFICATIONS, INCLUDING GRAVEL
STA. 10 +43.22 , !
BACKFILL MATERIAL. A MINIMUM OF I' COVER OVER
TP= 412.89 I STR: 2F DI -7 I I
STORM PIPES MUST BE PROVIDED.
2.
ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
IN: 406.90 TO 2F TP= 413.11 1
PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE
BUT: 406.80 TO 2 1 INV IN: 408.30 TO 2H
UNIFORM LAYERS NOT MORE THAN 8 INCHES IN
I -- INV OUT: 407.30 TO 28 - I
THICKNESS BEFORE COMPACTION OVER THE ENTIRE
I
420 I ; ! f j
ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD
N
AND BRIDGE SPECIFICATION 303.04.
J.
ALL FILL MUST MEET 95% COMPACTION.
4.
MINIMUM 3' OF COVER MUST BE MAINTAINED OVER
tI
SANITARY SEWER.
5.
MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WAL
6.
MINIMUM I' OF VERTICAL SEPARATION FROM STORM
y
SEWER & WAL AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
7.
VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL
415
STRUCTURES
8.
VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STR
WITH HEIGHT GREATER THAN 12 FEET.
9.
STEPS SHALL BE REQUIRED ON ALL DRAINAGE
STRUCTURES WITH A DEPTH EXCEEDING 4'.
N
5
50
VERTICAL SCALE
2.5 5 10
( IN FEET )
1 inch = 5 ft.
2(
VDOT STD.
W /GEOFABf
HORIZONTAL SCALE (W1= 4.5' ;W2=
25 50 100 20
( IN FEET )
1 inch = 50 ft.
STR:18 DI -3B, L =8'
STA. 18 +17.56 ! I ' 450
TP= 438.48 - - - - - --
INV IN: 433.80 TO 20
INV IN: 430.92 TO 18B _ EXIS ING
INV OUT: 430.82 TO 16 GRA E
(445 i i 445
PRO OSED
I I GRA E
440 440
STR:18B DI -3B, L =8'
STA. 10 +36.23
_ TP= 438.68
- INV OUT: 431.11 TO 18
435 _ 435
2.20' 1 -
- STM
10 +00 10 +50
430 430
15- CL III RCP
36.23 LF 0 0.52%
1425 I j 1 425
420 1 ' I 1 1 420
J J Ott
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10 +00 10 +50
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STF
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INV
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11+00 11+50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00
STR 30 - OUT
i 1 STR: 2H DI -7 !
STA. 11 +95.11 I
430 I +
430
TP= 425.50
STA. 11 +78.08
STR:2 MHI STA. 10 +43.22
INV OUT: 420.82 TO 2F
;:2B 6I -3C, L =10' 1
STA. 10 +55.86 - - -- --TP= 412.89 -
STA. 10 +43.22 , !
-INV OUT: 411.00 T
TP= 412.89 I STR: 2F DI -7 I I
425
IN: 406.90 TO 2D I ': STA. 10 +37.67
IN: 404.00 TO 213. ; INV IN: 406.90 TO 2F
IN: 406.90 TO 2F TP= 413.11 1
BUT: 406.80 TO 2 1 INV IN: 408.30 TO 2H
I -- INV OUT: 407.30 TO 28 - I
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STR: 12 DI -3C, IL =10',
ST: 12B DI -3B, L =8'
' ! STA. 14 +187.63; STA. 10 +84.04
430 430 TP= 4.26.10 TP= 425.68 435
INV IN: 418.87 TO 12B INV IN: 419.39 TO 12D
EX STING GRAD INV IN: 418.87 TO 14� ? INV OUT: 419.29 TO 12
STR: 6 DI -3B, L =8 INV OUT. 418.77 TO 10- - -- i- --- STR:12D DI -3B, L =6'
STA. 12 +38.751 STR:6B DI -3B, L =8 EXISTING GRADE,
TP= 417.83 STA. 10 +34.42 STA. 11 +17.09
INV IN: 412.90 TO 8 TP= 418.50 430 ; i OPOS D GRADE TP= 425.70
INV IN: 411.55 TO 66 INV OUT: 411.75 TO 6 ` I INV OUT, 419.56 TO 126
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U SCOTT R. COLLINS�Z
�\ S
U No. 35791
rROnr ROD i / / \. \ / �� ! 2(u (13
\=4 76.06' S
E
SIGNAL �
. /
f � � \ ' ,! ` / TREE GUYING DETAIL CONSISTS
PLANT PIT ON 'UPHILL" SIDE
/ • ��\\ � \'\ ! / � \ f \ S j '• OF 2 GUYS,SET 120° AROUND
REFER TO TREE REFER TO TREE
STAKING DETAIL STAKING DETAIL
COMPACT EXCAVATED SOIL
\ /
TO FOAM ROOTBALL PIT
RI R B I R C H / TRENCH EDGE AROUND ON DOWNHILL SIDE OF TREE
/ ENTIRE AREA TO BE 3;1
MULCHED
S TRENCH EDGE AROUND
h \ \ ' REFER TO FOOTBALL PIT ~ ENTIRE AREA TO BE
MULCHED
REFER TO ROOTBALL PIT
\�\ DETAIL
ROOT 0
\ /<. / %� � \ / %�j / .: �.• -�✓"' :. stir ":; • z
k.r \{ Z / /��. :• / % %/\ FOOTBALL
� \. r , \ \��`:;�,t ?.':'.j.�i•• . i::•'t? :;• \�\ \ A �/ -.:
CD
En
NOTES.' N01fE
/ TR TO R E I I V f\ / Jr 1. SET TREE PLUMB PRIOR TO STAKING. S in
E S I t. SET TREE PLUMB PRIOR TO STAKING
ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND W
2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT �
TREE PLANTING _
o -�. TREE PLANTING ON SLOPE o
1�.'.' e• \ \ 12 SECTION N.T.S. 12 SECTION N.T.S.
l / NOTES:
•00' ' k� r 1. SET TREE PLUMB PRIOR TO STAKING.
I \ \ 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER BACKFILL TO TERMINATE
(
RIVE
THE SUPERVISION OF THE LANDSCAPE ARCHITECT. AT TOP OUTSIDE LIMITS OF
ROOTBALL k\ / \\ // REFER TO TREE
\ �• // / \ % �.'. � � _��__ --- � ,/ f' ,� � / r 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. ADD MULCH OVERTOP OF STAKING DETAIL
��, v� / < 4. IMMEDIATELY SOAK PLANT WITH WATER. ROOTBALL AND PLANTING PIT
\ / IRON ROD K L } LIMITS, BEGINNING AT NO MORE
\ �• / 5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY THAN 1° DEPTH AT TRUNK AND
EL.= 45239' _ \A RELATE TO THIS INSTALLATION. TAPERING UP TO A DEPTH OF
4 .. /
O PROPOSED
TAPER
A THEN T
• k 3" A7 PLANTING SHED GRADE
R RED tl�
F-
\ \\ SPECIMEN SHRUB \
(AS SPECIFIED ON U .•...... ;
f' ` t I \ k x k. DRAWINGS) TRENCH EDGE AROUND
(� CU
\ ! J � ENTIRE AREA 70 BE
d , \
MULCHED
PARK
! /��
. \ \ \ r \// \ �\ \ /�\ �� \\/ F CULTIVATED,
/ ( / �� \ BACKFILL WITH CULT VA ED,
CUT AWAY ALL WIRE BASKETS �� � D
` (9 \� \\\ X I' AND /OR NON - BIODEGRADABLE \� ���\ \� ORIGINAL SOIL FROM 'PLANT
4. /\ ;\ PIT EXCAVATION IF LOOSE. IF
ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT
/ MIN. ACCEPTABgE TIOPSOIWITH
t \ FINAL TREE PLACEMENT.
BURLAP TO BE UN ED FROM TRUNK 'M'i
.. ---• - k , MATERIAL. AMEND BACKFILL �
1141 = (1111= . •....- -'I41I =1111 AND CUT AWAY TO A POINT
' �O%? _ :'.; ..:° _ AT LEAST 1/2 DISTANCE DOWN PER SPECIFICATIONS. COMPACT �
= =41f1) ��-�� � SI11= 41ST{= BACKFILL IN LIFTS BY FOOT.
ROOTBALL. WATER THROUGHLY AT 1/2 N
1 �.
! 1 1 ' • = 44�II41�IiI�114 FOOTBALL
I II =4IIf DEPTH.
r� Q 11V 4I= - _ - _ - j' EXCAVATED MATERIAL TO E f'
!!!!�} !!! SCARIFY BASE OF PLANT PIT
�{I�11= '' ~�I�I1=� WHEN EXCHVA ING PIT-
LOOSENRAAL RETURN AND COMPACT LOOSE W W
r
J. (REMOVE AS PLANT PIT 70 ESTABLISHED CIO
lV a
NECESSARY TO FACILITATE -4 DEPTH PRIOR TO a
°(II=II441= hI ^II iI= I II= 441IV =II i } =�I4I- DRAINAGE) PLANT PLACEMENT O U) M to
f
=IIiI Ii(i�llO4111}- II!ll= liil,_ p J v= z hW- z
/
C. ' _ L.... ' ,' . . . . .2. ' NOTES: a Fa Q � 1 0 i
__-- _ ............ j RED 0 A K REFER TO ROOTBALL PIT 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT �2 J W cd U 2: �! DETAIL AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN U X z Q ce w Q 0
` I. �J , . ✓ ', , J _ / • TERMS OF PLANT SURVIVABILITY OR WARRANTY. to Co 0 :D z m
2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, 0 (n F- Z Q
\.,\ OR INCURRED DURING, PLANTING PROCESS z LLJ
f , 1 •
%J U) N o
,�' / 3 SHRUB PLANTING ,o-�, 4 FOOTBALL PIT > z " o Q a
n-- rRIVER BI � N
4 /' y RED 6AK � � 1 .� , Z . i ! .-^'� '° � t � I � f�. \ 12 SECTION N.T.S. 12 SECTION
- N.T.S. W WQ CD (•} � �
w En ,--, d 18
f . 15 ` zW
/ Landscape Notes o C Li
/ ce
J Ce
ui
CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED w
1 \ f n TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION, LIMITS OF DISTURBANCE AND TREE PROTECTION
� -.-- 0 FENCING a!
/
Rod, =24 / ' ' t 'r t • • SERVE AS LIMITS OF CONSTRUCTION.
NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES.
PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS
TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/
----•+ ^--- Z 1 \ 1 - ` OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE.
CONTRACTOR TO MONITOR TREES FOR STRESS AND /OR DAMAGE AND ADVISE LA AND TREE
ARBORIST IF ANY OCCUR.
LIJ
CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND /OR TREE ARBORIST 48 -HOURS IN ADVANCE Q N
/• I 2 ! J ' OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE o N N
. 1 PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN tD °' °'
c COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY
TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK.
.17 � , ` ^, ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE
/ OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE
WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS
WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH
A SMALL BOBCAT /TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH
-- - \S LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN
_--- 1 . . . . �.3 �, ' / �% DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 0)
I
ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (T) SHALL BE MATCHED AND SUPPLIED FROM
- � . -, , J D M - APLE
---- .�•- -- "`� \ THE SAME SOURCE (PER SPECIES). (�
_ CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY M
- - - O --- 1 .l SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING N Z
X x x --' I B I R INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT
��` -- / V R C H PRIOR TO PLACEMENT OF ORDERS.
r - - - - -- - - -- M
- _' LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY d' Cl-
PLANT
14 - _ / I AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE a
ARCHITECT 48 HOURS PRIOR TO DELIVERY. Q
( / T
LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. H o
/ I \ ' MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. c °
MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24- INCHES MIN. IN DIAMETER ARE N
., / / ,/ �.L'::. TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE N
x-' / DOUBLE- SHREDDED HARDWOOD. H D
S. 13 ,±, • a CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY > Q
!y _ /,` , I / u .. DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. C6 1 z
/ W
; � / L �21 � �' i� � j.... `' ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL 8E MAINTAINED BY THE HOMEOWNERS J
1 • � Q � �
ISI ,a / / ASSOCIATION. J z
x 2 0 \ .. \ Calculations > o 4 w
o to OZS
�0 a_i
_j
P ASE IB \ STREET TREES RE UIRED: z °
/ ROAD FRONTAGE (f V) 1559 0
ACRES # TREES REQ'D (1 TREE PER 50') 32 �-.� °
0
STREET TREES PROVIDED: 32 + 1 EXISTING TREE TO REMAIN J a
Plant Le end = Q 0 Q)
\ FUTURE
OP
(' � W
D E L P M E N T,
\ \ TOTAL SITE {,%� Q i, a
rr SYM BOTANICAL COMMON NAME SIZE CANOPY (sfl x
1 �\ S Z — U / QUANTITY COVERAGE (sf) U o °'
(LO ) w ��
TREES F ?,
SI? ` '1 \. Q QUERCUS RUBRA RED OAK 2 - 2 1/2" cal. 424 10 4 240 0— Q E
- -- N 8643'3
r o
/ BN BETULA NIGRA RIVER BIRCH 2-21/2 1 cal. 397 14 5,558 7P o
COUNTY OF ALBEMARLE AR ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2 - 2 1/2" cal. 452 8 3,616
OF
Ty CI CHARLOTTES�ILL
� TOTAL CANOPY
1,8731'04* E 223.19' =;
13,414 w w
w U,
v t w
'
Lochlyn Hill Extended Detention Basin J
o
BOTANICAL COMMON NAME SPACING QUANTITY Remarks
W
U
' : :: �. g•; • ,� :' / �'--a Deep Marsh Zone 1.5'- 4'(30 hour) 1,200 SF
N
Carex lacustris Lake sedge 2' o.c. 100 J o
Scipus acutus Hardstem bulrush 2' o.c. 75
_ Scipus validus Soft stem bulrush 2' o.c. 75 Ar 0 - .o
�` Zizania a uatica 0 zi
y7 q Wild rice 2' o.c. 50 o
N o P
, Low Marsh Zone .5 -1.5' 1,500 SF 0
' » " o
i H 0
HIGH MARSH ZONE Eleocharis obutsa Blunt Spike Ruh 2 o.c. 125 y
N� Juncus effusus Soft rush 2' o.c, 125 E.
I PLANTING AREA W L
W u
+ ` � Scipus pungens Common thr - square rush Tax, 125 = o -
c �`•• +� q. O
JOB NO.
LOW MARSH ZONE
GRAPHIC SCALE High Marsh Zone 0 -.5' 1,600 SF 112062 0
PLANTING AREA 40 0 20 40 8,0 160 a F 0 >
SCALE °
Carex stricta Tussock Sedge 2' o.c. 110 n— r
a ,c
DEEP MARSH ZONE clethra alnifolia Sweet Pepperb sh 5' o.c. 20 plant in grouping w/ quantity of 5 1 -40
\ - ( IN FEET) Ilex iabra Inkber 5' o.c. 20 D >
g ry plant in grouping w /quantity of 5 � c>
—/ PLANTING AREA
1 inch = 40 f't. Iris seudocorus Yellow water its 2' o.c. 110 SHEET NO. a o
p plant in grouping w/ min. quantity of 25 13 a7 N
Scipus pungens Common thre - square rush T o.c. 110 s