HomeMy WebLinkAboutSDP201400035 Plan - Approved Minor Amendment 2014-10-22GENERAL NOTES:
OWNER: CISTERCIAN NUNS OF THE STRICT OBSERVANCE IN VIRGINIA, INC.
3365 MONASTERY DRIVE
CROZET, VIRGINIA 22932
ARCHITECT /POINT OF CONTACT: SHANK & GRAY
510 EAST MAIN STREET
CHARLOTTESVILLE, VA 22902
CIVIL ENGINEER /SURVEYOR: ROUDABUSH, GALE & ASSOCIATES
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA 22902
TAX MAP PARCEL NO
PROPERTY ADDRESS:
PROPERTY AREA:
02700- 00- 00 -04OA1
710 LANDSDALE LN
CROZET, VA 22932
22 ACRES
ZONING: RA WITH SPECIAL USE PERMIT SP 86-60 (11 DEC 1986)
FOR CONVENT USE WHICH INCLUDES:
1. STAFF APPROVAL OF SITE PLAN INCLUDING VIRGINIA DEPARTMENT OF
HIGHWAYS AND TRANSPORTATION APPROVAL OF ENTRANCE
LOCATIONS /IMPROVEMENTS;
2. FUTURE DEVELOPMENT LIMITED TO DESCRIPTIONS CONTAINED IN THE STAFF
REPORT;
3. COMPLIANCE WITH 5.1.29 CONVENT, MONASTERY OF THE ZONING
ORDINANCE.
ORIGINAL PLAN DATED: OCTOBER 28, 1987
REVISED: NOVEMBER 6, 1987
REVISED: APRIL 24, 1989 - ADDITION OF CEMETERY PLOT
REVISED: OCTOBER 8, 1991 -PHASE 2 ADDITION
REVISED: SEPTEMBER 22, 2005 -PHASE 3 ADDITION
CURRENT PROPOSED MODIFICATIONS INCLUDE THE FOLLOWING:
• INCREASED BUILDING FOOTPRINT
• NEW SERVICE AND SUPPORT FACILITIES
• RE- PERMIT EXISTING DRAINFIELD (AS REQUIRED BY HEALTH DEPARTMENT)
• ADD NEW PARKING AREA
• CEMETERY
EXISTING USE: CONVENT
MAGISTERIAL DISTRICT: WHITE HALL
DRAINAGE DISTRICT: MOORMANS RIVER -WARDS CREEK
WATERSHED: MOORMANS RIVER -WARDS CREEK
(THIS SITE IS LOCATED WITHIN A WATER SUPPLY PROTECTION AREA.)
TOPOGRAPHY: THE TOPOGRAPHY IS FROM A FIELD SURVEY COMPLETED BY ROUDABUSH GALE &
ASSOCIATES ON FEBRUARY 12, 2014. BENCHMARK IS EXISTING SANITARY MANHOLE 1
LOCATED BY ROUDABUSH, GALE AND ASSOCIATES ON FEBRUARY 12, 2014. RICHARD
SHANK HAS VISUALLY FIELD VERIFIED THE TOPOGRAPHY WITHIN FOUR MONTHS OF
SITE PLAN AMENDMENT SUBMITTAL.
DATUM: FINISHED FLOOR OF EXISTING MONASTERY INSIDE OF DOOR ON NORTHEAST CORNER
CRITICAL SLOPE: CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS
OUR LADY OF THE
ANGELS MONASTERY
FLOODPLAIN: THIS PROPERTY IS NOT WITHIN 100 YEAR FLOOD PLAIN. G
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THIS SITE IS LOCATED WITHIN THE MOORMAN'S RIVER AGRICULTURAL - FORESTAL DISTRICT.
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A PORTION OF THE PROPERTY IS LOCATED WITHIN THE STATE DAM BREAK INUNDATION ZONE; THE PROJECT AREA
IS NOT LOCATED WITHIN THIS DAM BREAK INUNDATION ZONE. -'
BUILDING FOOTPRINT:
19,910 (EXISTING) + 4973 (NEW) = 24,883 SF
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TOTAL BUILDING AREA:
BASEMENT - 6190 (EXISTING) + 4973 (NEW) = 11,163 SF TOTAL IN BASEMENT z
INSPECTIONS
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FIRST FLOOR - 13,832 (EXISTING) + 4973 (NEW) = 18,805 SF TOTAL IN FIRST FLOOR d
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DEPARTMENT FIRE RESCUE ''I,1rLJ
TOTAL BUILDING AREA (OLD + NEW) 29,163 SF TOTAL ;:0
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PROPOSED USE:
CHAPEULIBRARY
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BUILDING HEIGHT:
HEIGHT OF EXISTING BELL TOWER: +66' -0" VICINITY MAP
HEIGHT OF PROPOSED ADDITION: + 45' -0"
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NOT TO SCALE
SEPTIC FIELD:
UTILIZE THE EXISTING DRAINFIELD SYSTEM
PARKING PROVIDED:
10 PARKING SPACES (9 REGULAR SPACES + 1 ACCESSIBLE SPACE)
LIGHTING:
NO LIGHTING EMITTING 3,000 INITIAL LUMENS OR MORE, WILL BE USED IN THIS
PROJECT.
AN EMERGENCY KEY SECURE BOX (KNOX BOX) IS REQUIRED. CONTRACTOR TO CONTACT FIRE MARSHALL'S OFFICE
DURING CONSTRUCTION TO DETERMINE LOCATION.
TOTAL DISTURBED ACREAGE: 2.0 ACRES
PROPOSED IMPERVIOUSNESS: 16,555 S.F.
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING
ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR
THE REQUIREMENT OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY ENGINEER,
OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS 111.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
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ARCHITECTS
510 EAST MAIN STREET
CHARLOTTESVILLE
VIRGINIA 22902
(434) 295 0131
(434) 295 0338
Fax
SHEET INDEX
SHEET 1 ----- - - - - -- COVER SHEET
SHEET 2 ----- - - - - -- EXISTING CONDITIONS & DEMOLITION PLAN
SHEET 3 ----- - - - - -- SITE PLAN
SHEET 5 ----- - - - - -- NOTES & DETAILS
I
APPROVALS
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TIME
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PLANNER/ZONING 11/1�rj#wll
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ENGINEER
INSPECTIONS
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Lic. No.
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44` SIONAL S'�4`1's�
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REVISIONS
WPONRRM
Comments
9-30 -2014
10 -8 -2014
DATE
August 28, 2014
SCALE
AS SHOWN
CONTOUR INTERVAL
NIA
FILE NUMBER
7090
SHEET
1 of 5
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REVISIONS
WPONRRM
Comments
9-30 -2014
10 -8 -2014
DATE
August 28, 2014
SCALE
AS SHOWN
CONTOUR INTERVAL
NIA
FILE NUMBER
7090
SHEET
1 of 5
EX.
1
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GRAY
ARCHITECTS
510 EAST MAIN STREET
CHARLOTTESVILLE
VIRGINIA 22902
(434) 295 0131
(434) 295 0338
Fax
WES SOILS SURVEY from the USDA
Map Unit: 15D-- Chester very stony loam, 15 to 25 percent slopes
Component: Chester
Slopes are 15 to 25 percent. This component is on hillslopes, piedmonts, The parent
material consists of residuum weathered from granite and gneiss. Depth to a root restrictive
layer is greater than 60 inches. The natural drainage class is well drained. Water movement
in the most restrictive layer is moderately high. Available water to a depth of 60 inches is
moderate. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no
zone of water saturation within a depth of 72 inches. Organic matter content in the surface
horizon is about 2 percent. Nonirrigated land capability classification is 6s. This soil does not
meet hydric criteria.
Map Unit: 36B-- Hayesville loam, 2 to 7 percent slopes
Component: Hayesville
Slopes are 2 to 7 percent. This component is on hillslopes, piedmonts. The parent material
consists of residuum weathered from granite and gneiss. Depth to a root restrictive layer is
greater than 60 inches. The natural drainage class is well drained. Water movement in the
most restrictive layer is moderately high, Available water to a depth of 60 inches is high.
Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of
water saturation within a depth of 72 inches. Organic matter content in the surface horizon
is about 2 percent. Nonirrigated land capability classification is 2e. This soil does not meet
hydric criteria,
Map Unit: 36C-- Hayesville loam, 7 to 15 percent slopes
Component: Hayesville
Slopes are 7 to 15 percent. This component is on hillslopes, piedmonts, The parent material
consists of residuum weathered from granite and gneiss. Depth to a root restrictive layer is
greater than 60 inches. The natural drainage class is well drained. Water movement in the
most restrictive layer is moderately high. Available water to a depth of 60 inches is high,
Shrink -swell potential is low. This soil is not flooded. It is not ponded, There is no zone of
water saturation within a depth of 72 inches. Organic matter content in the surface horizon
is about 2 percent. Nonirrigated land capability classification is 4e. This soil does not meet
hydric criteria,
Map Unit: 37C3-- Hayesville clay loam, 7 to 15 percent slopes, severely eroded
Component: Hayesville
Slopes are 7 to 15 percent. This component is on hillslopes, piedmonts. The parent material
consists of residuum weathered from granite and gneiss. Depth to a root restrictive layer is
greater than 60 inches, The natural drainage class is well drained, Water movement in the
most restrictive layer is moderately high. Available water to a depth of 60 inches is high.
Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of
water saturation within a depth of 72 inches. Organic matter content in the surface horizon
is about 2 percent. Nonirrigated land capability classification is 4e. This soil does not meet
hydric criteria.
Map Unit: 66D-- Parker very stony loam, 15 to 25 percent slopes
Component: Parker
Slopes are 15 to 25 percent. This component is on interfluves, uplands. The parent material
consists of residuum weathered from granite and gneiss. Depth to a root restrictive layer,
bedrock, lithic, is 48 to 80 inches. The natural drainage class is somewhat excessively
drained. Water movement in the most restrictive layer is very low. Available water to a
depth of 60 inches is low. Shrink -swell potential is low. This soil is not flooded. It is not
ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter
content in the surface horizon is about 2 percent. Nonirrigated land capability classification
is 6s. This soil does not meet hydric criteria.
Map Unit: 66E-- Parker very stony loam, 25 to 45 percent slopes
Component: Parker
Slopes are 25 to 45 percent. This component is on uplands, interfluves. The parent material
consists of'residuum weathered from granite and gneiss. Depth to a root restrictive layer,
bedrock, lithic, is 48 to 80 inches. The natural drainage class is somewhat excessively
drained. Water movement in the most restrictive layer is very low., Available water to a
depth of 60 inches is low. Shrink -swell potential is low. This soil is not flooded. It is not
ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter
content in the surface horizon is about 2 percent. Nonirrigated land capability classification
is 7s. This soil does not meet hydric criteria.
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REVISIONS
WPO VRRM
Comments
9-30 -2014
10 -8 -2014
DATE
Augus# 28, 2014
SCALE
1 ° =30'
CONTOUR INTERVAL
2 Feet
EX.
EX. SPIGOT
EX.
GARAGE
EX. OAK
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SITE PLAN NOTES:
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EX, WALKWAY
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EX. CEDAR
7 -7" RISERS
F TURE CEMETERY
EXPANSION I
6" CPPP @ 1%
12" NYLOPLAST RISER
W/ TEE, TOP ELEV. =497.5 L LPROP. CEMETERY'L'
INVERT =494.5 EXPANSION (SERE
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I „ DETAILS) " ' W/TEE, TOP ELEV,= 494.25
LJ L- INVERT 690.5
. 71-1417-7 2' Gravel Diaphrs
bb000 9 -T' RISERS
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EX. MAPLE
EX. MAPLE
EX. MAGNOLIA
PIT #3
10'x90'x4' #3 Stone Infiltration Pits
w/ Underlying FF, 6" Below Grade
\TOP @GRADE, Provide 6" PVC Inspection Port
wl6" Tee Embedded in Concrete
Provide Removable Caps @ Grade
Bottom = 471.00.
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1.) A BMP MAINTENANCE AGREEMENT IS REQUIRED FOR THE INFILTRATION AREAS.
2.) A BMP ACCESS AND MAINTENANCE EASEMENT IS ALSO REQUIRED.
\ (See Specification Details)
EXISTING
GRAVEL
DRIVEWAY
0
RIPRAP OUTLET
PROTECTION,
(SEE DETAIL)
INV.(OUT)= 445.00
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PLANT SCHEDULE
QNTY.
KEY
BOTANICAL NAME
COMMON NAME
SIZE
COMMENT
9
AS
Acer saccharum
SUGAR MAPLE
11/2" Cal.
B &B
26
Schizachyrium scoparium `Carousel'
CAROUSEL LITTLE BLUESTEM
1 gal.
30" Spacing
26
MIX
Chasmanthium latifolium
NORTHERN SEA OATS
1 gal.
30" Spacing
26
Mixed Perennials
1 gal.
24" Spacing
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10 SPACES @ 1 TREE/ 10 SPACES = 1 TREE REQUIRED
1 TREE PROVIDED
5% OF PAVED PARKING /VEHICLE CIRCULATION 10,512 SF x 5% = 526 SF REQUIRED
623 SF (5.9 %) PROVIDED
PIT #1
40'x20'x4':8" #3 Stone Infiltration Pits
w/ Underlying FF, 6" Below Grade
TOP @GRADE, Provide 6" PVC Inspection Port
" Tee Embedded in Concrete
Provi Removable Caps @ Grade
Inv.(Out)= 0.
Bottom Elev= 7.00
(See Specification tails)
BMP MAINTENANCE EASEMENT
120 L.F. 2' Wide x 1' Deep
Stone Aggregate Diaphram
PIT #2
151x40'x4' -8" #3 Stone Infiltration Pits
w/ Underlying FF, 6" Below Grade
TOP @GRADE, Provide 6" PVC Inspection Port
w/ 6" Tee Embedded in Concrete
Provide Removable Caps @ Grade
lnv.(Out)= 474.0. Bottom = 471.00.
(See Specification Details) ,
MAINTENANCE EASEMENT
WIPE DOWN CG -6
FLUSH, 5' FROM END
BMP ACCESS EASEMENT
20' BMP ACCESS EASEMENT
(EXTEND 20' ESMT. TO PUBLIC R/W)
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SHANK
GRAY
ARCHITECTS
510 EAST MAIN STREET
CHARLOTTESVILLE
VIRGINIA 22902
(434) 295 0131
(434) 295 0338
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REVISIONS
WPO/VRRM
Comments
9 -30 -2014
1 0- 8-2014
DATE
August 28, 2014
SCALE
1=3011
CONTOUR INTERVAL
N/A
FILE NUMBER
7090
SHEET
3of5
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SHANK
GRAY
ARCHITECTS
510 EAST MAIN STREET
CHARLOTTESVILLE
VIRGINIA 22902
(434) 295 0131
(434) 295 0338
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REVISIONS
WPO/VRRM
Comments
9 -30 -2014
1 0- 8-2014
DATE
August 28, 2014
SCALE
1=3011
CONTOUR INTERVAL
N/A
FILE NUMBER
7090
SHEET
3of5
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�� _1..__ _.._ 12' NYLOPLAST R{SER n i ' - _ __ _
- 'fW =49 /' Wider! i �F, 6" Below rade /' �`c /' __-
W /TEE, TOP ELEV.= 497.5` ` - -__._ - PROP. CEMETERY / , r / , T YlD r S pn
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EX. WELL / i , �_____ ( 1,_ - _.'.___ _, _.. �._ �_. -__ ; _y_ EBW =496.7 r/ r V�RT r� ir}Specta�ln Port' , / �� / -- �1 I I
1 t I _-_ -_ _ _ } _I �t _
/ t I -f -__�. I i = 0.11 6' C.O:".. / / XX p
EX. _ SCI =D At i` ' P. , �8 x ' =y� r /w/ Whovablr�ca
_r_.
/ J ARAGE t \ �! __� _. . -. - --- _ __,�__ -._ _ �. .� �_. _ J�,E3R {BW $R7 ._r,.
�. }{L 6,� CPPP @ ( ) r r , to i i
I Ti v \ _ 1% MfN, _ T ® POSITIVE __ ry _ _ TNVERT.. / r / OMAI 1 f "i'
EX. 20' CE(�AR � � -� �� 7' v __w �. 688.0... / , . rr'�'rY � �r ,`4; / , , / ,k0 , w i I ! I
� i EXISTING -� � ;�� � �- ` - - --- M � �.� ,,� --C x ��1 / / r �
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REWSIONS
r' , r ----------- _- _ �
°_�_ - _ _. �.___.. _ FfL= '1.- .484..D0. ,. � , a. r r , / I
-- MONASTERY 1 - 5 f I I DRAT NAG AWAY
s A1l Proposed pdvm�PouEshrati , '. - . • '. , I y
/ r I ,
__..E.E_..3g 9 _ .. ,be fitt�d.with'Gutter ScIm.- . .`AFL- 2= 50Q:00 �.` 6 G.O. /.. r r , x, %' , \ i
_ _... \ ............. �..... U -DR q'b�. r / BP t�kAINANC EASEME fi r' \� ( I
Comments
9-30-2014
_ ................... i� .:.-
L .... r '120 F. Wide x 'V Dee r I
_r-494. t_ j L ' i l ` _. _.. ` S +' G �. I NVE T / / / / x 1 FROM 1
U= DRAIN //. r / /, Y i r 2! p rr j
I � --i- _ I_i i + I t i � Q. .�- =60.5 > i. /. , i-`r C. / , I i
r r fdne regatert�iaphr m
9
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1" -- � 1 � i I LANDSCAPED COURTYARD AND �' �` �' , �,, r
---- i a_._.., - OUTDOOR MEETING SPACE 6830 . ,. r /! -- /
_ _
° I r 1_ _ ii _ . -. - r /.t� .c� ✓• / ;�; . ' rr' 40'x4T " #3 Storm Infiltratio 'ts / ~`. i i
.0• „ _' r1
AT ALL TIMES
! r '- SEE ARCH. PLANS FOR DETAIL .5, i
T _ .U- DRAIN..'... .' - .. `<'• ..: • / �' a . � .� -t� ,C / , / Undff•Iying FF,rb" Below Grade �O t
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_ _.
/ _j_.1 -{._ } _' r. + �_ , / Provide R rhovable Gaps GradE /
I '. @ i
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K p I �g 6" C,:O......... .• .. j: , /
- i F 4891 / / ( ��
\ \ EX. WAL AY- _ _-
o _ _ �.-
m _ r ... � _ / / i'nv. Out) 474.0. BB�#tom= 471.Od.
� . ---c� � 1 }- / r
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\ r � � /` -' .. •
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/ ....'r.. �. r / , (2) 8"�Sch. 49
` 9-7" RISERS r
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/ D ....... \ 1 I 4
�g0 v ,/ o o $3.75 ,r ,� .. CAL. "' r / iw/ Remoqvable cap
-- -, X b" ~� ',_
J MAINTENANCE EASEMENT/
\ r 83.3.. L 8 :70 , t _ b 4
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.� -' S':CtiPYG, .,. r r
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\ _ , r ................,... ' ° \ t
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\ ..... - i
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EX. MAPLE
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ter, / d Jr 1 r r `\ \
CONTOUR INTERVAL
'`-.. ,�,{,�r} 474 r J
PIT ttJ r' J"R!S R '72.10 'f- �1p ,'
C Feet
10 _ 47 r 72.00
r -- 10'x90'x4' #3 Stone Infiltration Pits 470 "< 66.75 - 4gg
w/ Underlying FF, 6" Below 0rade - '!(i r ✓::':':':::'::';: i
/ rr l .. /' ,� r' car
TQ0 @GRADE, Provide 6r' PVC-Ms-pection Port -
w! 6° T €e Embedded in Concrete ,' / F 466 /':: ': ' / `� 450-
• -- 464
Caps Grade
f rSvide Removable @ f f'r rr rr f I
Bottony -- 1.00. /' - ' • `f ` f:.:':...:::':; ::: / / /' /' / ! , i I i
/ specification Details)
/
'MAINTENANCE EASEMENT
r12) 6" Sch. 40 PVC i .' PROP. 4' WALKW /AY /
`0� t i rfr Inspection Ports _ // " (�cEtt3E`SACVAD PAVERS / ''�� / / / / ' w) I i J tt //
-
ui
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S , r / /FOR CONSTRUCTION} A r to I / ,
w/ Removable cap - /
w f / /
a.
R &E"�
i
/t/ r/r / /'/ 11 !I II I
W/ TEE - / '
TOP ELEV = 453.00
LL
tIW9.(IN)= 445.50 uI 1 1
0 z <
1 I / / / r r- rte' �,.• ' ,, 1-. / 1 l t I 4 , i
fl tt i / EX. WALKWAIY r/ rr ' ./ i y
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DRIVEWAY `` I 1 ii 1
w
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PROTECTION,
(SEE DETAIL)// t f
LLJ
0
INV.(OUT)= 445,00 V r/ i t Ii t
0
S,T H op
- -- �`
Ilk
Christopher C. Mulligan
Lic. No.
031672
�o
1
Grading dotes: `'r
FILE NUMBER
7090
1.) PROPOSED DRIVEWAY GRADES SHALL BE LESS THAN 15% GRADE.
2.) CPPP - CORRUGATED PERFORATED PLASTIC PIPE. ' - t \ \ \ SCALE 1 " =30'
,' \`\
3.) ROOF LEANER SCREENS SHALL BE INLCUDED ON ALL DOWNSPOUTS s
`
' 30 0 30 60
TO PREVENT LEAVES AND DEBRIS FROM ENTERING THE INFILTRATION PITS. t I
4.) ESCAVATE TO THE NORTH AS NECESSARY FOR BORROW MATERIAL sl
5.) PROPOSED FILL MATERIAL SHALL BE MONITORED TO ENSURE 95% COMPACTION SCALE IN FEET
SHEET
6.) APPLY 6 -8 INCHES OF TOPSOIL AFTER REACHING FINAL GRADE ON ALL DENUDED AREAS
7.) DONOT ALLOW INFILTRATION AREAS TO RECIEVE RUNOFF UNTIL SiTE IS FULLY STABILIZED.
4 of 5
M
No PROJECTION OF PIPE ABOVE GROUNO LINE
TOP OF.F&L.^y. TOF OF FILL
DAr
N
WN.7/•Id D
X D X
NDW& EMTH FOUNDATl4fs1.
FOUNDATION
GALVANIZED e
GUY WIRE
2 "X2" HARDWOOD
STAKES
\� 120 °
GALVANIZED RUBBER HOSE
GUY WIRE
2 "X2" HARDWOOD
STAKES
WRAPPING
SHREDDED HARDWOOD 5 REMOVE BURLAP FROM
MULCH MIN. 3" DEP] J�Nl
['TOP OF 3
EARTH _
AROUND TREE
TOP OF FI.I.
L�I
,. h it ! • �.. , •
.• r
362 C ULAR PF E BEDDM AND BACKFILL - METHOD "All
303 V1110" OEPARTMMT W TRNIM"AT V; . .. , .. .
fj rof
BALL DIAMETER
DECIDUOUS TREE
PLANTING DETAIL
NOT TO SCALE
BACKFILL WITH
NATIVE SOIL
GENERAL
1' METHQ0 j AN',?IPE BEDDING SHALL BE' USED FOR ALL TYPES 'OF PIPE CULVERTS WITHIN THE
APPLICABLE H.e"3,T OF COVER RANGE NOTED IN THE STANDARD PC 1 TABLES UNLESS
OTHERWISE NOTED ON THE PLANS.
2 H •- HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED 'GRADE.
3: b • EXCAVATION DEPTH AS SHOWN ON PLANS OR, TO FIRM BEARING SOIL.
CIRCULAR PIPE
L D - OUTSIDE ;DIAMETER OF PIPE.
2.
d:- INSIDE DIAMETER OF PIPE
3. X WIDTH OF CLASS 'I BACKFILL MATERIAL BEYOND TIE EXTREMITY OF THE PIPE'.
X - i2 WHERE d IS LESS TH?N 36'•
X - 18' WHERE d IS 36' AND z - GREAT8P,
4 WHERE DIRECTED• BY TH£'ENGINEER.. i3EDDING MATERIAL MAY 8E ELIMINATED FOR
3pR AN ELESS INO�IAMETER WITH HEIGHT TOF COVER 15' ORIPLESSXCEPT PLASTIC PIPE)
5. REGULAIj•BA KFILL MATERIAL MAY B €' USED IN :LIQV OF GLASS I BACKFILL MATERIAL FOR
ALLFOUNDr1TION TYPES FflR ROUTINE ENTRANCE PIPE, tEXCEPT PLASTIG'p)PE) 30' AND:
LESS IN DVMETER .WITH 'NEtGHT OF - COVER 15� OR LESS: LL M
4D 1 ¢ SLL4DTIFINLET ID1i37 OUTLET PIPES AINSTIALLA7ONS. MAY BE ELIMINATED• FOR SHOULq[R
ELLIPTICAL :PIPE
OUTSIDE, SPAN DIM1z1NSION OF ;PIPE:,
2_. 5'2 - INSIDE .SPAN DIMENSION OF PIPE,
3. R - OUT510� RISE DIMENSION OF PIPE.
fir, X - WIDTH OF CLA$$ 16ACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
X - 12" WHERE Sp IS LESS, THAN 36'.
X - 16' WHERE N IS 36' AND GREATER`
5. WHERE DIRJJED, 81Y THE ENGINEER. BEDDING MATERIAL MAY' BE ELIMINATED FOR
NLIRMAL EAR FH'FOUNDATIONS UNDER ROUTINE ENTRANCE PIP.@ WHERE S2 IS a8' OR
LESS AND HEIGHT OF Gfl,VER 15' OR LESS.
Q. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND
HEIGHT OF COVER 15' OR` LESS,
PIPE AI CH
I_. SPAN DIMENSION OF PIPE,
2 R- RISE DIMENSION OF PIPE
3. 6, SEE PC 8 TABLE FOR APPLICABLl PIPE MATERIAL
4, x ^WIDTH OE CLASS 18ACKFILL MATERIAL BEYOND THE 'EXTREMITY OF THE PIPE;
^1E" WHERE ..$2 iS LESS THAN 3$"1
x 18' WHERE S2 S S611 AND GREATER
WHERE DIRECTED 8Y THE ENGINEER. 8FDO14G MATERIAL MAY OE ELIMINATED FOR
NORMAL EARTH FpUNDATIONS UNDER, 'ROUTINE ENTRANCE PIPE WHERE S2; IS 35' OR
I..ES$ Rf JD HIJ6HT QF Cdk�ER 13,OR .4ESS,
&� REGULAR BACKFILL ,MATERIAL MAY 9E USED IN LIEU OF CLASS I RACKFILL MATERIAL FOR
ALL FDUNDA fiOfl TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND
HEIGHT OF COVER 15 OR- LESS:,
INSTALL,ATIONi OF PIPE CULVERTS AND STORM SEWERS
GENERAL NOTES
VIRGINIA DEPARTMENT OF TRANSPORTATION
302
303
GRAI
DRIVEWAY SECTION
NOT TO SCALE
•
IM
VARIES 20' 4'
O
J
W
4
01 VARIES 4.00 %— --`
4.00%
8" COMPACTED ^ ^. ^.r 1 L�
21 -B STONE 3 (MAX)
APPROVED
SUBGRADE
FIRE ACCESS ROAD
NOT TO SCALE
Imo■ ■�■ ■�'
GROUT HOLE FULL
211 4" 6 1/ HOLE FOR 1/2" STD. PIPE OR
3/4" DIAM. REINF. ROD
N (OPTIONAL 1 "x3" HOLE)
N z 5 1/2 t
co
DRAINAGE DRAINAG
g" OPENING OPENING
11-01 2 -0 (MIN.) 1,_O" 2 -0 (MIN.)
END VIEWS
N T -0" (MIN.)
,�- 8' -0" (MAX.)
CV
V -0" TO EDGE
OF PARKING STAI
1/2" STD PIPE OR 3/4" REINF. ROD
SHALL BE PLACED PRIOR TO SURFACING
OR IN A HOLE DRILLED IN THE
FINISHED SURFACE WITH A TIGHT
FIT OBTAINED BY AN APPROVED
METHOD, OR DRIVEN INTO THE SURFACING
ELEVATION
FINISH GRADE
} ROUGH GRADE tiQ-
– 1111111.
JST. GRADE
1 -1 11 =1 11 =11 5111 =1 11 =1 I I'. 2p
-I I �— Ill —Ill- 111 —I1� -1 1_I
;11M I I,
P, C
CONCRETE
(SEE NOTE #2)
EXIST. GRADE
6 1/2"
1/2" MAX.
CLEARANCE
1' -0' 3/8" TOOLED EDGE (TYP.)
INSTALLATION PLAN
PRECAST CONCRETE WHEEL STOP
NOT TO SCALE
O- OF
PAVEMENT
FLOW
SURFACE
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF
PRECAST.
3. DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH)
OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE
BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP COURSE
OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS
TO BE 18" AS SHOWN.
CG -2 DETAIL
NOT TO SCALE
APPROVED SUBGRADE
PAVING SECTION
NOT TO SCALE
5'
4 ° . • .° .. -
3000 PSI CONCRETE 4 a
VDOT 21A STONE BASE '�)
APPROVED SUBGRADE
NOTES:
1. SIDEWALK JOINTS SHALL BE ARRANGED SUCH
THAT SQUARE PANELS ARE FORMED AND NO
PANEL IS LARGER OR SMALLER THAN 4' UNLESS
OTHERWISE NOTED.
2. EXPANSION JOINTS TO BE PROVIDED EVERY 50'
MIN.
6t,vTx op
16
Christopher C. Mulligan
Lic. No.
031672 w�
w
CONCRETE SIDEWALK
NOT TO SCALE
ARCHITECTS
510 EAST MAIN STREET
CHARLOTTESVILLE
VIRGINIA 22902
(434) 295 0131
(434) 295 0338
Fax
SHEET
of 5
■► �!i ±lam►• : *•;�►'��•
APPROVED SUBGRADE
PAVING SECTION
NOT TO SCALE
5'
4 ° . • .° .. -
3000 PSI CONCRETE 4 a
VDOT 21A STONE BASE '�)
APPROVED SUBGRADE
NOTES:
1. SIDEWALK JOINTS SHALL BE ARRANGED SUCH
THAT SQUARE PANELS ARE FORMED AND NO
PANEL IS LARGER OR SMALLER THAN 4' UNLESS
OTHERWISE NOTED.
2. EXPANSION JOINTS TO BE PROVIDED EVERY 50'
MIN.
6t,vTx op
16
Christopher C. Mulligan
Lic. No.
031672 w�
w
CONCRETE SIDEWALK
NOT TO SCALE
ARCHITECTS
510 EAST MAIN STREET
CHARLOTTESVILLE
VIRGINIA 22902
(434) 295 0131
(434) 295 0338
Fax
SHEET
of 5
REVISIONS
WPO /VRRM
c$I'7F'Im$II'its
9-30 -2014
104 -2014
DATE
August 28, 2014
SCALE
AS SHOWN
CONTOUR INTERVAL
N/A
FILE NUMBER
7090
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REVISIONS
WPO /VRRM
c$I'7F'Im$II'its
9-30 -2014
104 -2014
DATE
August 28, 2014
SCALE
AS SHOWN
CONTOUR INTERVAL
N/A
FILE NUMBER
7090