HomeMy WebLinkAboutSUB201100145 Plan - Approved Road Plan and Comps. 2011-12-20W01 I XG I 1M I SAIM
Alan Franklin PE, LLC
Civil and Site Plan Engineering
k I
DEVELOPER:
SUGARAY TWO, LLC, CHAR LOTTESVILLE, VA 22901,434-978-1766, 434-978-0188(F); CONTACT:
GEORGE RAY
PROPERTY OWNER:
DICKERSON RIDGE, LLC, CHARLOTTESVILLE, VA 229101„434-978-1766, 434-978-0188(F);
CONTACT: GEORGE RAY
TAX MAP / PARCEL #:
TAX MAP 32, PARCELS 49F, 49G, 491, 49J, 49K
PROPERTY ADDRESS:
3655 & 3621 DICKERSON ROAD, 1430 BLUEGRASS LANE
PROPERTY SIZE:
23.681 (PER REZONING); HOWEVER, ACTUAL SITE IS 24.842 AC. (PER THE SURVEYOR)
ZONING:
PRD (AS OF 10-10-07 - ZMA #2006-00019)
MAGISTERIAL:
RIO
COMPREHENSIVE PLAN:
RESIDENTIAL- URBAN DENISTY (6.01-34 UNITS/ACRE) (AS OF 10-10-07- CPA #2006-00003)
PERMITTED DENSITY:
MAX. 234 UNITS = 9.88 DU / AC (36 OF 234 UNITS IN PHASE 1)
DRINKING WATER
NOT APPLICABLE
WATERSHED:
PROFFERS:
SEE "REZONING CONDITIONS" THIS SHEET FOR DETAILS
WAIVER / VARIANCE
A CRITICAL SLOPE WAIVER WAS APPROVED IBY THE PLANNING COMMISSION ON 8-14-07.
REQUESTS:
SURVEY SOURCES:
BOUNDARY & TOPOGRAHPHIC SURVEY: THOMAS B. LINCOLN LAND SURVEYOR INC., APRIL 1, 2005,
REVISED JULY 13, 2007; AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF PHOTOGRAPHY:
3/10/05, DATE OF COMPILATION: 3/22/05
DATUM:
NAVD '88
BENCHMARK:
ACCORDING TO THE SURVEYOR THE BENCHMARKS USED WERE BM 1, BM 2, BM 3, AND BM
4 AND WERE ALL NAILS WITH FLASHERS.
BM 1: ELEV. 586.76 (N 3936754.00900, E 11497204.60100)
BM 2: ELEV. 563.71 (N 3935868.52700, E 11498621.413700)
BM 3: ELEV. 525.40 (N 3934343.26900, E 11497587.28300)
BM 4: ELEV. 577.90 (N 3935550.68900, E 1149662436100)
TRIP N E ATI O N
ESTIMATES:
CODE LAND USE
-•
AVG. WEEKDAY,TRIPS i ADJ STREET PEAKS iSATURDAY SUNDAY
_.
(PER UNIT) ...._.._..,.._..
+ AM (PER UNIT} PM (PER UNIT) if
210 SINGL€ FAMILY DETACHED
_.._ _.._ _ _._.
9.57 0.75 1.01 _ 10.1 8.78 I
7 22 1 222
230 CONDOMINIUM / TOWNHOUSE / DUPLEX 5.86 _.... __.
0.44 0 52
12
€(MAX.) _.___...._._
i _.__________.____.__110
- w _ 1 5 67
4.84
1 242 93 r 1
1,026
TRIPS GENERATED
1,453 - I
_.._ __.,......._ 110
_ __ __m __...-__ 132 ._._ .,.,....._... 1,424 1 1,219 '
..
1 *1/3 Trips anticipated onto/from Dickerson Road and 2/3 trips ---------
expected onto/from Town Center Drivt;.
STANDARDS AND SPECIFICATIONS:
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001.
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992.
4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7THI EDITION.
5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND
EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION.
7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES,
DATED 2003.
0
-LEGENDVICINITY MAP
W WATER LINE (EX. / PROP.) - - - - - - BOUNDARY/ RIGHT-OF-WAY LINE
WV® WMO
WATER VALVE/ METER
I.F. IRON PIN FOUND
FHA
FIRE HYDRANT
I.S. IRON PIN SET
YH b
YARD HYDRANT
- - - - - - SETBACK LINE
BOA 0
BLOW -OFF ASSEMBLY
- - - - - - - - EASEMENT LIMITS
SS
SANITARY SEWER LINE (EX. / PROP.)
- CENTERLINE
CO o
CLEANOUT
670 CONTOUR LINE (EX. / PROP.)
MH••
MANHOLE
<--3:1-- <-2.50%- DEGREE/ DIRECTION OF SLOPE
SD
STORM LINE (EX. / PROP.)
479.70-I- SPO?' ELEVATION
DI C-1-01
STORM INLET
HP HIGH POINT
YD ®
YARD DRAIN
LP LOW POINT
DS o
DOWNSPOUT
- - • - DITCH / SWALE
G
GAS LINE (EX. / PROP.)
_ _ = WATER COURSE
GVO GMO
GAS VALVE/ METER
BM* BENCHMARK
OHE
OVERHEAD ELECTRIC (EX. / PROP.)
CG-2 VDOT STD. HEADER CURB
UGE
UNDERGROUND ELECTRIC (EX. / PROP.)
CG-6 VDOT STD. CURB & GUTTER
PP:O"
POWER POLE
CG-12 VDOT STD. HANDICAP RAMP
LP
LIGHT POLE
HC HANDICAP PARKING SYMBOL
DIP DUCTILE IRON PIPE
GUY
GUY WIRE
RCP REINFORCED CONCRETE PIPE
EM o
ELECTRIC METER
CMP CORRUGATED METAL PIPE
0
TRANSFORMER
PVC POLYVINYLCHLORIDE PIPE
OHT
OVERHEAD COMMUNICATIONS (EX. / PROP.)
h
HDPE HIGH -DENSITY POLYETHYLINE PIPE
UGT
UNDERGROUND COMMUNICATIONS (EX. / PROP.)
VC VITRIFIED CLAY PIPE
PED ❑
UTILITY PEDESTAL
FFE FINISHED FLOOR ELEVATION
SWM / DWM o
/6b
SINGLE/ DOUBLE WATER METER
TBR TO BE REMOVED
TBT TO BE TRANSPLANTED
GV N
GATE VALVE
TBS TO BE SAVED
BOA o
BLOW OFF ASSEMBLY
ALBEMARLE COUNTY, VIRGINIA
ROAD 'PLAN
Alan FranklinPE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
APPROVED SITE PLANS PREPARED BY:
K ''.' EXISTINGSOR PROPOSED , £ EXPANS(0
SIDEWALK OR SIDWWALK SPACE { ' ,
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6"
FLOW LINE
L
S
S
ENTRANCE WIDTH
WIDTH OF GUTTER
EXPANSION
DESIRABLE MINIMUM 16'
JOINT
ABSOLUTE MINIMUM 12'
C
EDGE QF PAVEMENT
i
S
C�
HALF PLAN
LIMITS OF
LIMITS OF
PEDESTRIAN
PEDESTRIAN
ACCESS
i WIDTH OF ENTRANCE
ACCESS
ROUTE C
ROUTE U
MJN /`
UNPAVED
ft
NON-TRAVE
SABLE
5'-0'
SPACE
SLOE
UNPAVED SPACE
EDGE OF PAVEMENT
PEDESTRIAN ACCESS ROUTE DETAIL
ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS
OF PEDESTRIAN ACCESS ROUTE EXTEND GtYOND
EXISTING OR PROPOSED VDOT RIGHT -OF WAY.
[PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH
CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY
THAT CAN BE APPROACHED, ENTERED AND USED BY
PEDESTRIANS.
*IF PEDESTRIAN ACCESS ROUTES Aa BEING PROVIDED,
A MINIMUM 5' TRAVERSABLE WIDTH IS REQUIRED WITH
A MAX. 2% CROSS SLOPE.
WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR
CG-7, THE CURB FACE ON THIS STANDARD IS TO BE
ADJUSTED TO MATCH THE MOUNTABLE CURB
CONFIGURATION.
2
04 00 0 0oo• o
.o. o.o• o. o
SECTION F-F
2'-0"
c? o•o•o 0
o•000000�o 0
SECTION E-E
15"
IYAAIYA
� s• '' e.
0
5' MIN. WITHIN VDOT R.O.W. og o 0 ogo�•
o • o •o • o. o
PARA
FACE rOF CURB OLIC E
CURVE SECTION D-D
� 6"i 21 ^
NORMAL GUTTER 12%, MAX. SLOPE A
7" v I ° CLASS A3 (H.E.S) CONC.
6" AGGR. IBASE TYPE I
SIZE 21B
VARIES 1 I 5'-0" POINT OF GRADE CHANGE
FOR CURB AND GUTTER ONLY
FOR SIDEWALK, CURB AND GUTTER -42% MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
**,*/.BUILT CONCURRENTLY �MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVALAND
8% MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
SECTION C-C
STANDARD ENTRANCE GUTTER (VDOT CG- D)
FOR USE WITH UNPAVED SPACE BETWEENI CURB & SIDEWALK
GENERAL NOTES:
PERFORMANCE STANDARDS:
1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR
INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR
AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND
IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED
WITH SPECIFIED IMPROVEMENTS.
2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LANCE DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE
REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENIGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD
CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECES3SARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF
CERTAIN UNDERGROUND FEATURES.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AIUTHORITIES PRIOR TO COMMENCING THE WORK AND
SCHEDULE/ ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL
BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN
APPROVED SET OF THESE WORKING DRAWINGS AND PRO.JECT SPECIFICATIONS ON -SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER
TRADES ON -SITE.
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS.
THE CONTRACTOR SHALL NOTIFYTHE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER
EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY,
AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID (CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE
WRITTEN CONSENT OF THE ENGINEER.
6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DINVIENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT
ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE
ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION
REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF
ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT
WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE.
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO
THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL
MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY
DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK.
8.1 THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS
AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE/
SHE IS STORING_ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR
WORKING ON THE BUILDINGS, NQR IS HE/ SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING
CONTRACTOR OR THEIR ASSOi,IATEb TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN,
ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY
AND ALL MATERIALS, EQUIPMETI-, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER
THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING
CONSTRUCTION UNLESS IT IS -DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO
COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL
MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES.
10.DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO
NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED
TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH
REPAIR AND RESTORATION OF SERVICE.
I
11.ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTX, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM
DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE
ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
12.USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL
OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL
OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL
BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
13.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
14.CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF
THE REQUIRED PRE -CONSTRUCTION CONFERENCE.
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. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4. THE 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 CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED UrBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-3 IS'RE ,,'JIRED.
" CURB (D T STD. C -2)
SECTION
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. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) "
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF PAVEMENT.
5. THIS CURB MAY BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN
AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-7 IS REQUIRED.
SEE
NOTE 4
4"
2" R
;SURFACE ,
t✓ Ll i. 1..% 't_�
1 �' +BASE
3i iil _ , W' SUBBASE �%
P-003
Nl'.5.
2 .RJ 6"
711
LTHIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
THE BOTTOM OF THE CURB AND GUTTER
MAY BE CONSTRUCTED PARALLEL TO THE
SLOPE OF SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7" IS MAINTAINED.
61' CURB & GUTTER (VDOT STD. CG-6)
DETAIL
P-038 SECTION I O N
.•;• �.1..
P-004
N. �-.S.
I
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
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REVISIONS:
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i \ +% + + I I I it I 29' TYP.
+ �4' + 1 I--- --- J �J ti-
+ -f + �. I6'FRONTSETBACK,TYP. I-------J� I L_--------I I L_.- -- ---� I R25' `\.;\ s �, ,\ ./ �3$sr P �-
+_ _ TEMPORARY V OT STD. +
30 FRONT SET CK, TYP. A
++ i STOP R+G GUARDRAIL+
ES���P.
SIGN +
\8T'. ��// /
f I \ ' 6' s/ \�
SOFRO
® --- \\ +
-��
� LIMIT \,
9 v '. + -�
_ V v � � MMZ�TI \
�- — ��, — — _ —>u, rge3 c + OPEISPAC \
TEMP TURN - — — + + +
5 .. ..
� ARO„UND AREA. ,;;; � fir �" _. — — — /F -f- \
n '
— — � _ _ �x�� ._ — :runt- In, f. .1 :, .-!_ + 1
PROPOSED ASPHALT
CONCRETE SURFACE COURSE
MINIMUM 165 Ib/yd2
SAW CUT MINIMUM OF 2 INCHES AND REMOVE
MATERIAL TO TOP OF
AGGREGATE.
ASPHALT TACK COAT
REQUIRED
EXISTING PAVEMENT
PROPOSED PAVEMENT WIDENING
MIN. 12"
EXISTING
PAVEMENT
PROPOSED
PAVEMENT LAYERS
EXISTINIG I PROPOSED
AGGREGATE AGGREGATE LAYER
SUBGRADE
PAVEMENT CONSTRUCTION JOINT DETAIL
II
IN DEPTH
(EXISTING PAVEMENT LESS THAN 6 )
(DRAWING NOT TO SCALE)
NOTES:
WHEN THE PAVEMENT DESIGN IS GREATER
IN DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT,
1.
SUBSURFACE DRAINAGE MAYBE REQUIRED BY THE ENGINEER.
2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS.
3. A PERPENDICULAR CONSTRUCTION JOINT SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW
PAVEMENT ABUTS EXISTING PAVEMENT.
4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE AND COMPACTED
PER VDOT SPECIFICATIONS.
5. SURFACE OF WIDENING AREA SHALL BE FLUSH WITH THE SURFACE OF EXISTING PAVEMENT
PRIOR TO OVERLAY.
6. MILLING OF NEWAND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT
CROSS -SLOPE AND PAVEMENT DRAINAGE.
7. OVERLAY THE ENORE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIMUM OF
165 LBS/SQ YD OF ASPHALT CONCRETE TO A POINT AT LEAST 100 FEET BEFORE AND AFTER
THE LIMITS OF WIDENING.
8. ERADICATE EXISTING PAVEMENT MARKINGS AND RIESTRIPE THE WORK ZONE AS REQUIRED TO ACHIEVE
A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER.
9 FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF
THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIIE-IN LOCATIONS SHALL BE TESTED USING A 10 FEET
STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS.
THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHTEDGE BETWEEN ANY TWO CONTACT POINTS
WITH THE PAVEMENT SURFACE SHALL NOT EXCEED X".
10. PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN
PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER.
+ — + + + + + + � -�
—r ++ �+ + + + ++ + ++ ++ + + -+ ®- N+ M?-A+ + J
+ + + + + + + + + -� + +OEM ® - - __ WALLINING N 14 0 46'17"W R3 11
+ + + + +
+ + + + -� �® — 19.13' / + -
---- . • 1° 01'50" W 619.37 TMP 32-56 __ 7500
1 -
a
v'x
,Zk x\
00 ,,�
1p4 `
PT
18tD9.5 ±
N 3934767.91 /
11497548. 4
-1.
N.T.S.
r /
V i
/
i�
/
A /
PUBLIC STREET CONNECTION BETWEEN ZMA
2007-0001 HOLLYMEAD TOWN CENTER A-2 AND ZMA
2006-0019, WILLOW GLEN TO BE MADE IN
CONJUNCTION WITH FINAL SITE PLAN APPROVAL. THE
' 18 f 20.00 LOCATION OF THIS INTERCONNECTION MAY BE
i N 3934758.02 ALTERED WITH PERMISSION OF THE DIRECTOR OF
E 11497544.93
PLANNING SHOULD A MORE SUITABLE ALIGNMENT BE
AGREED UPON DURING REVIEW OF SITE
DEVELOPMENT PLAN(S).
Jan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
KEY
Alan G. Franklui
Lic. No. 35326
,O If__� ,
ma`s t ON A L
SCALE:
ISSUED:
REVISIONS:
SHEET
0 10, 20' 40'
OF 23
Alan Franklin PE, LLC'
Civil and Site Plan Engineering
PLAN
r- 11/4" DEEP CONTRACTInN/.-,(-i
PLAN, SECTION
EXISTING CONDITIONS
WOODEN TIMBER
ROCK WALL;
" BATTER
WASH
FULL BENCH OPTION #'
SLOPES
LAID BACK
(2:1 MAX) ,
FULL BENCH OPTION #:
D ETA
I L
TRASH CAN
DETAIL
I7Vl
"003ION JOINT
)OTH TROWELED EDGE;
JAL
D BROOM FINISH; TYP.
rtwi-NDICULAR TO DIRECTION
OF TRAVEL
1/2" EXPANSION JOINT W/ %" RECESSED
BACKER ROD AND CAULK, SPACED EVERY
25 (MIN) O.C.; TYP.
�- 3000 PSI CONCRETE AT 28 DAYS,
AIR -ENTRAINED
- WWF 6" X W W1.4 X W1.4 W/ 2"
MIN. COVER
COMPACTED VDOT #21A STONE
X BASE
o
95/o COMPACTED SUBGRADE
P-019
N.T.S.
8'-9" (SEE PLANS TO VERIFY)
IMPROVEMENT AREA
PATH F
SEE DETAIL:
7
OTHERWISE,
NATIVE
_ SOIL TO BE
COMPACTED BY
Lu
FOOT TRAFFIC ONLY
00 6' Ilk
I CLEAR
APPLY SMALL DIRT BERM
ALONG EDGE OF DOWNHILL
SIDE 112" MAX.HEIGHT)
IL'DITCH TO DRAIN TO
D)OWNSLOPE UNDERDRAIN -
NVATIVE ROCK
C TO BE
APPLIED IN LIEU OF
RIP RAP - AS NEEDED
NOTES:
1. TRAIL TO RESEIMBLE APPALACHIAN CHARACTER.
2. TRAIL STEPS MAY BE ROCK OR LOG RISERS, PLANK OR EVEN
CRIB -LADDER STYLE.
MANUFACTURIER: VICTOR STANLEY, INC.
CLAIRE COOLID(GE (800) 368-2573
SUPPLIER: MID -ATLANTIC PRODUCTS, INC.
REG MURPHY: (1800) 544-7529
SERIES: IRONSITES
MODEL; S-35 (IROUND 24 GAL WITH TRASH C
LID COVER- ASH TRAY OPTION (S-35
COLOR: BLACK,
MOUNTING: SUIRFACE- CONCRETE PAD TO BE
OTHERS (2000 PSI MAX.)
ANCHOR BOLTS PROVIDED i
INSTALLED BY CONTRACTOR
NOTES:
1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-41F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING -THE FULL
WIDTH OFTHE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE
TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR
PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT
SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.
3. SLOPING SIDES of CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT
WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE
AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR.
MINIMUM CONCRETE COVER 11/2".
6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYM ENT FOR CURB/CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS
WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK
IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED
BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS
OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK
AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO -THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE TIHE TURNING REQUIREMENTS OF ANTICIPATED HEAVY
TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7".
PERMISSIBLE A y se:) : ;�__�r-•-�'-'--'- \ \ ':�` `� i� ��
CONSTRUCTION # 5 DOWELS, 8" LONG "' lN' x�
JOINT 12' C-C s v�
T.
MI
z TAN(GENT PLAN MI :1 M
810:
A 4- SQUARE
B MAX B AREA OUTSIDE OF LANDING ALTERATIONS
LLL 2' J TRAVELWAY SHALL
TRUNCATED DOMES BE PROVIDED UVITHIN
z.,.
HE MARKED =Y -!,=[
A CROSSWALKAREA.
Y `-
8' 0° 4'-0" )'Lr
(�J ii iTC' is
12:1 MAX. 48:1 MAX. �O U) is
BACK OF CURB U 0 CROSSWALK
20. CROSSWALK U CROSSWALK TYPICALIPLACEMENT
SECTION A -A TYPICAL PLA(CEMEN�T DIAGONAL VARIATION WITH N CROSSWON
ALK
2' MIN. PERMISSIBLE AT INTERSECTION (WITH BUFFER STRIP)
CONSTRUCTION WITHIN CROSSWALK DIAGONAL VARIATION
JOINT TYPE A (PERPENDICULAR) APPLICATION
THIS DESIGN T(0 BE USED FOR CONSTRUCTION THAT INCORPORATES
SECTION B-B WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB
RAMP. MINIMUIM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION,
6 FEET FOR ALTfERATIONS.
2%" C C RUNCATED DOME
DIA.
--i I----%" DIA.
TRUNCATED DOME
VARIABLE DETAIL
4' MINIMUM.
PAY LIMITS CCG-12 DETECTABLE WARNING SURFACE
DETECTABLE WARNING ((ACCESS FOR MOBILITY IMPAIRMENTS)
DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION
-1DETECTABLE WARNING
TYPE A (PERPENDICULAR) APPLICATION
O 0 0 0 10 C' 0 0 0 C
0 17 0 (: 0 11")
01 Q 0 n 0 01f) t) :) %) 0 ::)
0 ?a 0 0 Q C 0 0 0 N
0 0 0 0 0 0 ?a ?> 0 4 Q 0 0 0 C'
fJ0 0 0 v 0 ILI 0 00000100
DETAIL P-027
N.T.S.
5' MIN.
4" - COMPACTEID CRUSHER RUN
COMPACTED SUBGRADE
fl
TRAIL
7 SECTION
N.T.S.
V - - 57'ROW
2' 5' 6.5'
30'
TYP, SIDEWALK PLANTING STRIP TRAVELWAY
TYP. TYP. 13'
LANE
2% 2%
2%
«,Y,/flrt'%✓,/'✓fUi.'�1>r/�✓�<�j.�/�U✓F��"�1Ib�d6'.�'�*f
CONCRETE
SIDEWALK, A VDOT STD. PAVING
TYP' CG-6, TYP. F SECTION, K
7 7 TYR 7
D HA N IN L IN T (ROAD ' ')
1� I Yt'I(;AL HUAU bECTION
SECTION
N,IS \ / / UCINIL
2" SM-9.5A ASPHALT (TYP)
4" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED.
EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE.
COMPACTED SUBGRADE
12'-0" WIDTH
(TYP. UNLESS OTHERWISE NOTED)
POSITIVE
SLOPE
P-052
N.T.S.
NOTES:
1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-41F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL
WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE
TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR
PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT
SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT
WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE
AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR.
MINIMUM CONCRETE COVER 1X2".
6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS
WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK
IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED
BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS
OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK
AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY
TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7".
PERMISSIBLE
CONSTRUCTION
JOIS�IT
# 5 DOWELS, 8" LONG A PERMISSIBLE
AT 12" C-C °°�-I CONSTRUCTION
5' MIN. JOINT SECTION B-B
2:1 co� z
d 2 12:1 MAX €e .... ,��a :
MIN
12 � •�i-
TRUNCATED DOMES
5'-0" MIN. a
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 48: 1 MAX. � 5' MIN
20 : 48: 1 MAX.
co Q 0 :J
o ® A 4' SQUARE LANDING AREA
2' MIN. I SECTION A -A _ F� OUTSIDE OF TRAVELWAY
CROSSWALK SHALL BE PROVIDED FOR
PERPENDICULAR CROSSWALK
(� n WITHIN THE MARKED
CROSSWALK CROSSWALK AREA.
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
2%" C-C TRUNCATED DOME
0 0 r- 0 0 •0 0 0 0 0 0 0 0
0 0 0 •Q 0 0 0 0 0 0 0 0 0 0 0
2 B" C-C
0 t7 0 0 ;J 0 :) 0 0 0 +.1 ?7 0 0 0 N
0 0 C1 0 0 0 C- Q 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 U 0 0 0 0 0
v 0 0 0 0 0 0 0 G; 0 0 0 c) 0
13'
LANE
2/o
0
SECTION
N.T.S.
t '
`i I--%" DIA.
--i 1---%" DIA.
f 0 0 0 Q Q 0 Q c' 0 o 0 0 0 TRUNCATED DOME
VARIABLE �, f DETAIL
4' MINIMUM. i
PAY LIMITS CG-12 DETECTABLE WARNING SURFACE
DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS)
DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION
C -12 DETECTABLE WARNING SURFACE
TYPE B (PARALLEL) APPLICATION
DETAIL
PARK -IT WHEELSTOP
DETAIL
P-028
N.T.S.
MANUFACTURER: GNR TECHNOLOGIES
JOHN CUNNINGHAM (800) 641-4143
SUPPLIER: COMMERCIAL POWER SWEEPING
KARL STAUTY(757) 238-2575
MODEL: PARK -IT PARKING CURB
LENGTH: 6'
COLOR: BLACK (WITH YELLOW MARKINGS)
MOUNTIING: IN -GROUND
1/2-INCH REBAR STAKE (FOR ASPHALT)
OR LAG SCREW (FOR CONCRETE) TO BE
PROVIED AND INSTALLED PER
MANUFACTURER'S GUIDELINES BY
CONTRACTOR
S-056
N.T.S,
NOTES:
1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING -THE FULL
WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE
TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL of THE ENGINEER.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR
PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH *THE ADJACENT
SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT
WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE
AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR.
MINIMUM CONCRETE COVER 11/2".
6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS
WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK
IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED
BY -THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS
OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK
AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY
TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7".
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC STD. CG-2
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT 2'-0" 5'-0"
A _1" BACK OF CURB 12: 48: 1 MAX.
-15' 6 PERMISSIBLE CONST. 20 48: 1 MAX
JOINT
LO
���
L I L
a tSECTION A A
A -�J TRUNCATED DOMES
TANGENT PLAN=F
A* MAX.
AT *, 2" HIGHERTHAN
EDGE OF PAVEMENT
AT ** , SAME AS
` TOP OF CURB
O
THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE
UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS
AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND
CROSSWALK SLOPES AREAS NOTED.
TYPICAL PLACEMENT THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE
AT INTERSECTION USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES
WITH BUFFER STRIP WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET
CAN BE PROTECTED BYA LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK
WITH A WARPED SURFACE.
2 V C-C TRUNCATED DOME
'.l u J 0 S; .,, U 0 ra C) 0 {7
'.1 0 J 0 O 00 Q 0 O 0 0 0 0 0 N
0 0 0 0 0 0 0 0 0 0 0 0 0 0 D
<) 0 a 0 0 0 0 0 c f ;.} <) 0 ') C,
N
�I I- /a" DIA.
--I 1^-%" DIA.
TRUNCATED DOME
VARIABLE DETAIL
4' MINIMUM.
PAY LIMITS CG-12 DETECTABLE WARNING SURFACE
(ACCESS FOR MOBILITY IMPAIRMENTS)
DETECTABLE WARNING VIRGINIA DEPARTMENT OF TRANSPORTATION
DETAIL
DETECTABLE WARNING URFACE
TYPE C (PARALLEL & PERPENDICULAR) APPLICATION
DETAIL P-029
N.T.S.
1.5" VDOT SM-9.5A
ASPHALT WEARING COURSE
2" VDOT IM-19 ASPHALT INTERMEDIATE COURSE
6" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE
11. SECTION
N.T.S.
N.T.S.
VDOT STD. LIDA, TYP.
(4" UNDERDRAIN) LLCONCRETE U P TE PA
7" REINFORCED CONCRETE SLAB;
4000 MIN. PSI., AT 28 DAYS FINISH
TO MATCH TYPICAL. SIDEWALK
REINFORCED WITH 6" X 6" W 1VIO WWM.
STAMP FINISH MAYS BE APPLYAT
OWNER'S DISCRETIION.
611 X 611 W /10 WWM
4" COMPACTED VDOT #21A STONE BASE -
VDOT (UD-4) UNDEIRDRAINS AS REQUIRED BY
VDOT
95% COMPACTED SUBGRADE;
REMOVE ALL ORGAINIC MATERIAL
7" REINFORCED CONCRETE SLAB;
4000 MIN. PSI., AT 28 DAYS FINISH
TO MATCH TYPICAL SIDEWALK
REINFORCED WITH 6" X 6" W 1%0 WWM
611X 6" W10/10 WWM
4" COMPACTED 'VDOT #21A STONE BASE -
VDOT (UD-4) UNIDERDRAINS AS REQUIRED BY
VDOT
95% COMPACTED SUBGRADE;
REMOVE ALL ORGANIC MATERIAL
J P.
8/ SECTION H-020 D
N.T.S.
��� CAP, #1 DEADMAN
N.T.S.DET DETAIL ® ® �t �� ' �� $ FASTENED W/ SYSTEM
TYPICAL SCREW S.S. SCREWS
TURF LINE
PATTERN -!--- ------
. R.S.
SEE DETAIL A #12x3" z HORIZONTALS;`��✓ ✓� `'' l��
SCREWS a TYP.Li
C
w
CAP BOARD- f 1° v
ANCHOR RDS
STEEL TIE
0 TIMBER PILING f ROD
TIMBER - = MUD LINE R.S. VERTICAL
PILING
BULKHEAD
f,..r'_"-_.. __. ...__•_._. , I I- ^I I f' w F i:....i 3s�_I I!"""L 1 t;,'.:E i 7� 4 '., `,
FILTER
° 5' SHELF FABRIC
TIE fc=�i1
uY . W _ Y _ ROSECTION
D =€('
t �. n1=lfi-liJ� TIMBER PILE
DEADMEN NOTES
T' a -gib al =i 1. A 5' MIN. SHELF REQUIRED.
TIMBER ROUGH ZY ."."° `-'_"" TIMBER ROUGH 2. EXCAVATION TO BE COMPLETED PRIOR TO
SAWN HORIZONTALS p},
#•i 7
'-�-' (r SAWN VERTICALS CONTRACTOR MOBILIZING.
3. BACKFILLTO BE READILY AVAILABLE TO
�/�WOODENBULKHEADTHEWORKAREA.
H-023 $ DETAIL, SECTION, AXIOMETRIC B-072
N.T.S. N. F'.S.
- S-062
N.T.S. N.T.S.
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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Alan G. rrdllklin
Lic. No. 35326
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(DESIGN SPEED = 25 MPH)
L.P. ELEV = 546.42
H.P. ELEV = 548.71
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PVI STA - 10+84
L.P. STA = 12+02.82
H.P. STA = 13+43.01
U
Z
PVI ELEV - 549.08
PVI STA = 11+85
PVI STA = 13+60
A.D. - -2.00
PVI ELEV = 545.04
PVI ELEV = 549.66
Alan Franklin PE, LLC
Civil and Site Plan Engineering
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SHANNON GLEN COURT: ST'A. 16+40 - END (PUBLIC).
SCALE: 1"=20' 11; I"=10' V
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. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION CURB
& GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB AND
GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE
SLOPE OF SUBBASE COURSES AND TO THE DEPTH
OF PAVEMENT.
5. THIS CURB MAY BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN &
SUBURBAN AREAS. IFTHESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-7 IS REQUIRED.
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4.
91
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
.25":1' MIN.--_
THE BOTTOM OF THE CURB AND GUTTER
MAY BE CONSTRUCTED PARALLEL TO THE
SLOPE OF SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7" IS MAINTAINED.
REVERSED CURB & GUITTER (VDOT
11111111111111111111111111111111C
P-048
N.1'.S.
1.5" VDOT SM-9.5A
ASPHALT WEARING COURSE
3" VDOT IM-19 ASPHALT INTERMEDIATE COURSE
6" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE
ASPHALT PAVING DETAIL FOR SHANNON GLEN COURT
SECTION
550
m
520
1.5" VDOT SM-9.5A
ASPHALT WEARING COURSE
3" VDOT IM-19 ASPHALT INTERMEDIATE COURSE
6" COMPACTED VDOT 21-A STONE BASE
COMPACTED SUBGRADE
L.P. ELEV = 532.76
PVI STA = 10+70 L.P. STA = 13+57
r f __-.--------------._'.____ PVI STA!= 12+00 ! _f __ _ y_.. P _; 3+57 i
j ! i PVI ELEV = 538.79
PVI ELEV = f ! } 532.54
{ ( ; A.D. _ -1.00 ( ; I PVI ELEV;= 534.89 i j j {
i K = 10.00 i ( ( A.D. 1.50 A.D. _.00
K= 20.00
I { 10, VC K = 33.33 ; {
60, Vy
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434-531-5544
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11, Y_ If BION BASKET , �, ., , " \ \\� 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. "I
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IAlan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
1 alan@alanfranklinpe.com
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Alml G. Franklin
1-d Lic. No. 35326 94
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alas@alanfranklinpe.com
o��LTH Ota'
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Alan G. Frulklin
Uc. No. 35326 W
0,
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IAlan Franklin PE, LLI
Civil and Site Plan Engineering
1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT
RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL
WEEDS, DEAD PLANTS, TREES, I" -CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE
SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR
PRESERVATION.
2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND, PLANT LIST AND REPORT ANY DISCREPANCIES
TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED
IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING.
. 2
3. PRIOR TO ORDERING AND INSTALLATION A PRE-CONSTRUCTIO . N! MEETING SHALL BE HELD BETWEEN THE
LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE
MEETING.
4. STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES
SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE
INTEGRITY OF THE SLOPE.
5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE
UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.
6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE
AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF
DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO IMSTALLATION. ALL INSTALLATIONS TO OCCUR
FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES,
CONTRACTOR SHALL ARRANGE TO HAVE SIMILIAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER
THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY
LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE.
7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES
THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY.
TREE CANOPY (REQUIRED BY ZONING):
A. REQUIRED:
Acres
Phase 1 Site Acreage:
4.612
Farmland Credit:
0.000
Recreational Credit:
0.000
Open Space Credit:
1.267
Public Land Credit:
0.000
School Recreational Areas Credit:
0.000
Open Space Amenity Credit:
0.000
Preservation Credit:
0.000
Agent Approved Credit:
0.000
Basis for Canopy:
3.345
Equation:
Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy
Al. Basis for Canopy 3.345
Min. Tree Canopy Requirement: 20%
(see Section 32.7.9.9.b)
Total: 0.669
Equation:
Basis for Canopy X Minimum Tree Canopy Requirement for project = Total
B. PROVIDED:
I Acres
Preserved Area:
0.000
Bonus Factor
1.25
Total: 0.000
Equation:
Preserved Area X Bonus Factor = Total
C. BALANCE: Acres
Tree Canopy Required (Al): 0.669
Tree Canopy Preserved (B). 0.000
Additional Canopy Required: 0.669 (29,142 SF)- SEE SHEET 39 FOR CANOPY PROVIDEC
Note:
If Additional Canopy Required is negative then NO additional tree canopy is required.
If Additional Canopy Required is positive then additional tree canopy is required.
Equation:
Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (if Needed)
5% of Paved Area:
Paved Areas: 38,734 sf (0.889 Ac)
Required: 1,937 sf (0.04 Ac) / 50 sf = 39
Proposed: 40 Trees + all shrubs adjacent to travelways and parking areas
Screening:
As Shown on plans via evergreen plantings.
ARB:
Not required on this project.
STREAM MITIGATION:
Not required on this project.
PLANT CANOPY CALCULATIONS
i
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Total Width
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r i Botanical Name Common Name
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: :
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22.5
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WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL . I 11 2 I � !
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PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL ! Z ,I .'. �
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9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) �AA Arnelanchier arborea'Autumn Brilliance' Autumn Brillance Serviceberry i 5 � 1-1.5" 1 1 B&B I Multi -trunk (3-5 trunks); dense, uniform branching
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YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY , _,.,�,.4 ,�.�..-,.,--�-,;.-,.".,.-,�"W-","', . ..... -.�,��'"'.�.�.,-,.�,�.���-:,-,-��..�.,--'---.,.--,.�-�Z�-...'��111--.."-"-,�;,��:�-�---:�--�:.,.:.-.,--�.,�:111%1:--.-�ll-:-.F�-�.1-I..'�,,��.-:�;M.,�-;-�-�": . ..... . ...... .......... ____ .. . .................. __;'__,_________ ... ��"."�'ll,�,���.11.,,,.".,,�I --
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- iAB 'Aronia arbutifolia'Brilliantissima' I Brilliant Red Chokeberry I 17 1, 3 G !Denseform; healthy color; uniform branching; 5'O.C. I
MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). 9 � I � I I
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THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO �, "-,- � �
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INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE �AO 'Acer rubrum'October Glory' lOctober Glory Maple .� 1 " 1.5-21v � B&B IStraight trunk; branching begins at 3'; balanced head I
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OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OFTHE SAME i"", ,____,_ ", _ --'"'-,-",,-",---,-""""","--,, """"' ,_,_,_,___,_ _ ___ -, ________,___ _,,_, �' , __ ____.,r ... - ... __,"', ____ ___�, _ . I'll-, __ I 11 - 11 I I— -1 -, -11, - .1 - - -11, I I I ,,._---,-,,-.r ....... I ........... I . ...... I'll- - __1 I - - � __ -1 I— -11 "I � I - -1 I - I
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iBB 2. Magnolia grandif lora 'Bracken's Brow n Beauty' Bracken's Brown Beauty Mac I I � B&B IFLIll to ground; branching I
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SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHTECT MAY AT i ! - inolia I 6 1 � 4' ,I
�-��,x�,-�-11,�-,�,�,z�-�ll,�--I . .... . _-1-1-11.- --- ,�-,-.-�",,--",---.,�-,�-,----,.141----""-,,.�-----�,-.--.--- �l.-.,.,.--.,--------,�.---,..--.,-�.-"----,--,-�� ____�,_ . .. . ... -�-,---""".-,..-,j,�,.,."-,.--,�,�-"�,-�"-�mx- ' �,,�".,---"i-�!--.--"-------,----,----�.-------�--l-,----�-�-,--------------,---:---"--,,�ll-�---,-.,-,--�--l'---,-"---i.�l----:--�---,--,�-111,111
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HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN � ; i i If �
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- BN " BetLIla nigra. 'Heritage' Clump River Birch 4 �� 1 .5-2 1 1 B&B I Multi -trunk (3-5 trunks); dense, uniform branching
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NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE i___1____r;i -------,,--r-"----!---,,--���;�--,;--,--,-,-:-"-���-----";,--,,�";---------,,-., � , "L�-�,-,�,�,��,.,��.-,��,��-,.�5i��"",% ... . .. -4-1--i 41, � _1__-___ __11-11.1 _�_____'_ �________ _____ __;_ -;---,---, --- �.'�'�'�---:';��r"--:.'-�-�----'---'--�'..---�1--�----'----
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CONSIDERED AND GRANTED. �
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'CC -',Cercis canadensis I Eastern Redbud 1 7 I -1.5" � 11 15 G I
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7t,--, 5 _111-1--l-1-111 - � - I---,-- 1_11-1_11:_%4 11-1-1 1-1-1-11--l-1-11-111 ----- 1--11-1 ___11
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10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS I CD " Cedrus deodara 1 Deodar Cedar I 1 , 41 I B&B 1 Fullto -ground; dense branching, straight, pyramidal form
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UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN uQUID ROOT � �-,-.---�-11--l�..-�---,-�--�"..-----,---...-,-----�---�-1.�,�-.�.--------",-�--l�------..- ------,"-�-----.--,.-------",� ------ - ... ... --.,��.,-��--�-,--,--�---.�,---�--��l---���-----------.�--,---�-----.-�,�--l�,l-.-.,--,�---.---------.--�-1-�-.-."�------,--------------,-.,.-,-,---.---.,,-.-,-�.�",-.,----�--.---�ll-�
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� 'Straight trunk; branching begins at 2'; balanced head
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STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO i CF 1. Cornus f lorida'Cherokee Chief' J,Cherokee Chief Dogw ood 1 8 B&B
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ENCOURAGE NEW ROOT GROWTH. 1:-:11 ,�:11",:,�",."�,:,���,4%��,%.,...�,;��-�"..";,:�--,��.-.�--l""-;"-�:-N�":::� ... � ... 5'..,.__1:._:__ - -.11.1.1-1 --,:%;.",��-111.11,�.-�,�l-:Ie.- :__1; ., �',-,��,,�-1-11-I.-.C-.-,-��I.I.I.��-l-I.;-�,�,,�1.1��-�l.-Il.�,i:,.",. -, :,:,�,.",�,;..D-."",�,�,.,--����,.', 11_.� �
I -.1 -"-,-,,.t,�,.,i,.:":.�,�,,�.�,�-..,-",."-�,-,..".,",���,;-----,.t,.�,�...,.�.A-,-,.,.--.-,�,-.-,.,..-; ........ . _____-,;____:,___ ......... ___ - e�; ... . ..... -.11"_-,
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.. Cryptomeria. japonica 'Yos hino' � � 4 �
� CJ �' !Yoshino Japanese Cryptomeria 1 22 � 41 I 15 G 'Full to ground; dense branching, straight, pyramidal form "
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"-,-----�,---,-�1-1---�1.11------,----,-,-----111----------,-""-----,--ll-l---.� ---- - ---- -1--l-1--�--�-�---,�l-----�1-1-1-�--,----,---,--�-�l----,----",--,-,----,--"-."-"-"-�-.�i-1-111--.,-.�-�11---,�---,-.---------r-,�-"---,---�---�,�---- 11---�-Il.--,--�--l�ll,�--l��--,-,--,---.,---,�----,-�.----���-----�.----.-,�--�-,-�.-.-.�,-,-----."---,--,-----,.,-,--,-�--l�
11. STANDARDS SET FORTH INAMERICAN STANDARDS FOR NURSERY STOCK, REPRESENT GUIDELINE i ..� i _1
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SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS ,r CK ,Cornus kousa'Stellar Rnk' Stellar Pink Kousa. Dogwood 11, 1 '� 1 - 1.5" -` i B&B I Straight trunk; branching begins at 2'; balanced head i
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PROJECT. � i - 11, � ! "
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�� CS _', Cornus sericea Red-os ier Dogwood �, 30 �! � � 3 G 1 Dense f orm; healthy color; unif orm branching; 5' O.C. 1,
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12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO F_,_`,,_ �' ��. I �
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I CY I Calycanthus f loridus 'Athens' .Athens Common Sweats hrub � 3 .� � 1 3 G I Dense f orm; healthy color; unif orm branching; 5' O.C.
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ORDERING FOR APPROVAL. '�---.�.-,;�--:�."�-,��,t,.-��--�,,"��"', __ -1-
.�,,�.�",�,,�-,�,�-----��,-,-�-,4"�.-�-1.1-1--�-..--,�,.�4-��,--1--�-�.�;-,A�-�.�-�-.-�--.,--�--�lI �--..-----�-,��:-!,��"-�""�."----�----�.11�-�-1--ll-."�l.-�---,--,..t�ll.:-.-",�---�,.,--�.,�,,� - ___ , ,
, , ......... --�-,:-",-:"","-"---,--:-�'ll.t"-"�,;�,�----�I -�"-,.---:-�-:�:,:,-,,-.-l--.�"�1:11.�,-,�"---.�.---,�.-I�.",",--�-������-,,�,!-.�---"�-,-,�--,-�,;�l-,-.-,-�----:,"-..,,�,�.--..-.-"-",--,.�ll-l�,,,�,;,�,,�,,.,�,�---�.---,:.�-,.---,��-.-I
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Tl i Forsythia x intermedia 'Spring Glory' Spring Glory Forsythia ,I 37 , 3 G 1 Dense f orm; healthy color; unif orm branching; 5' O.C.
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13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED _11-17-1--11 �%---�1--�-.1-�;,--�---,--,"-,��---�1--l� ------- 1--ll--------------�,�------,�--------�-- ---,---�-�--------;,--:,;�----�-.11�1-1---;-;�: f 11-1------"-,�l---,�"",--""".-"--;,-�-�l",.,- - �_,____��1111_11, 11 I --I--,-- % - - - - 1--117- 111- -1-1 J__ 1 0--l-
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IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2-INCHES (2") IN DEPTH : HQ 1 Hydrangea quercif olia 'Alice' Alice Oakleaf Hydrangea 42 I "I 3 G I Dense form; good color; well rooted in pot; 4' O.C.
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BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND I llt---:�-.-.-----.--..,-,".-�----------.--------I ----------- ___1______1_1____1____ ,--------,�---------:----.-----------,-- � I �
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� .'. Lagerstroemia x 'Sarah's Favorites' (indica) I Sarah's Favorites' Crapemyrtle 1. '1 -1.5" 1 �
INDIVIDUAL TREES SHALL BE A MINIMUM OF 36-INCHES (36") IN D!AMETER. U � " 1 i I � B&B .,,',y Iti-trunk (3-5 trunks); dense, uniform branching i
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1 _1 1:1�":Itlll.",,,_:_�,.-�----,-,"�l.--�",-.-,,--��,�-;,-.-,--,�,,�-,��ill,�-.111.�ll-�--l�ll,�l-l��-.11���l--- � - ....... __ � -, ., �"",,�l;,-"��1-11�14,�ll"�ll,�ll,�l,-"�-I.-II
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i`:`%1 I "-"";";--,-,-,-",-,-","', . ....... . ;,__,_ ------ ; ... . ... � '���'�'�,i""-,"","",;",'��4��,-"-,i�"i - - ------- --i " , -,----1: ......... ------% ; 11
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1 1 I 1.5-2" ' B&B � aight trunk; branching begins at 3'; balanced head
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14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES I -INCH (1") CALIPER , LS 11, Liquidarnbar styracif lua 'Rotundiloba' I Rotundiloba Sw eet Gum 1; � ,'I i
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. , 11 -11---....,..,.,---�-�-,�l-,--"-.--".,�-111-1-1-�.-.----�'..,-.,,...."l-.".".--".-,.� ....... ........... � ........... ..... � .......... ...... . �,�-",�,,�-�l'.1--",.,""-�,,,,-,,,,,���--����,�,-��,-�.�� ...... . -,�.",--.-,---�,��-""�.�.""-.,-"..----��----,-------- __-1__-_1 -1-1111 I— -11--l------"-,�l------�-.-,-�--,---,�'ll-1-1111-11-1-11I 11-11 11 11__1__1___1___ _-1-11 1-1111-11,11- 111-1-11111 11 --
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OR LESS AND OTHER SELECTED UP TO 6-INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE 11 � � �
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1 MD i Metasequoia glyptostroboides I Daw n Redw ood 1 1 11.5-211 1 v B&B I Dense form; healthy color; unif orm branching
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ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE I R � � I
�------l -,--�,---,,-------:---,-�----�---,�------,,--,,-----.---�--,,--------: � ... .... �--i-'�-�.I.�,4-�,.""-,..,----l�-11'r."'Jr�.---.-I'�.-,--�.--,--,-."-,:,�--,.--r-,---.,.",--",,------�,--""�----,�-�--�--�.�----"--.".--.------"--1.11.1-.,--,-------,--111,11,�ll,�I
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SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE I �� T --------- ---- -'----------"'---'---""'-'--'-"-'-"-'--iI I ,I
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�� MG I'Magnolia grandif lora'Little Gem' 1, Little Gem Magnolia 6 41 B&B " Full to ground; branching
LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. ��.,�,�"".-,�.-,�...-------.,--,------.,.i-�.,----,�-,--�-----.--,----,-,', �
",---,,-.,-,----,�-------�,-."-�-,------ I'�lf-,-----..--�,,m,,-,--,---.- -1--�,,�--l.---�l.--���-,---,--,-------.�"-;:M:-----,-------�-,�-----------�--�--�-:------
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LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR ` 1 3 T 3 G I Dense f orm; healthy color; unif orm branching; 5'O.C.
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; I rica pennsylvanica Northern Bayberry 6 ! I
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TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL ,� __e__ .�-��.���;.�.;�----!-�-.1�-:.,--,:��.--"�l----.,-.---.---.--------,. -------Z-�-:--.:�--��--l-Ill--.-.��-�---:�-.�l.-.--�..�-��,��l.-,-,".�-- .
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OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. i MS IMiscanthus sinensis 'Gracillimus' Maiden Grass (clumping) � 14 3 G 1, Dense form; healthy color; uniform branching; 5' O.C.
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"-""�-,-,-�:"�,-----,--.---,�-"�-"�l�-�'..-",-".--,,-",",�,---�",-,:-.�,�.--,�11-:-�--,-,�,�.,---, �-�-11.1--.,-..'���-"--."�l�,-�,11----,--',"'--�'.1,1--,--,...�1--l-I'l-"-'ll,�.-":-Vo ... . .. ____,____ " _-, __ __,_,___'_,,`
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15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING SHALL BE � MV 1 Magnolia virginica'Australis' Australis Sw eetbay Magnolia 4 � 1,1' 41 1 B&B I Iti-trunk (3-5 trunks); dense, uniform branching
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DONE ONLY FOR CORRECTIVE MEASURES. �_.__1.__ . . ..... ____,__ ----",.,-�-----------,------;---�-��,,�-,---,-,,---,-,--,�-,-,,-,-,,-------""-----,------,-----,- -1______�__1__ __-_ _1 __-- - . ...... 1.----------.+-----.��.1-11--�-,-- �.�.-----�--�".---�---,�---�-�l---"-,,----�.-.-�,�.---�---�--�----"--�.-,--.---�l-----.,-----.�.----�.
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,','MZ 1Miscanthus sinensis 'Strictus' Izebra Grass (clumping) ; 5 i 1 3 G I Dense form; healthy color; uniform branching; 5O.C.
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16. INSTALLATION OF ALL TREES SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE SPECIFIC ���-,�11-11�'ll,�%"��%,�'!"�""�,.��,�����k�,4�-v�,-----,�-�,,-"",---,--�"; ...... �-,-�,-��,�-�-"�-",V��"-"��-"-��-1-11,11�"-",�-'�,------"�---,------,-,-",�-""--"-,---",,-,;---"- 111-k-1 1_.1__1_11J .. . ... ��,-",-."-,"�,�.""�--,.-----.-�".--",-,� ---- ,,---�.--"-;,",�,�--l�1--�l-l.---14"-.-.- _.
SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE. i PA 4, Rcea abies 1, Norway Spruce [ --- -��- 1111 '! 4" I B&B I Full to ground; dense branching, straight, pyramidal f orm I
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T1__._1___1_f ______________________ - _7____,___J - ----- --y-1--� ___
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I PO I Platanus occidentalis [�Vycamore 24 11 1-1.5" B&B 1
17. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER's REQUEST. ANY CONTROL BOXES 4 � 11-11-1111---J-1
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SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE 11 � I i
, QN �Quercus nuttallii Nuttall Oak 4 J .5-2" 1 B&B I Straight trunk; branching begins at T; balanced head
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LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. ,1_11--l- -I-
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I RC I Rhododendron cataw biense 'English Roseum' odendron 44 ' 3 G I Dense f orm; healthy color; unif orm branching; 5O.C. 1,
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�, VR 'Viburnum x rhytidophylloides 'Alleghany' Alleghany Leatherleaf Viburnum I 50 I I i 3 G I Dense form; healthy color; uniform branching; 5'O.C. i
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A� GENERAL LANDSCAPE NOTES iWO .1 CO Willow Oak 2 11 .5-211 i , B&B 1All plants f rom one source; healthy color; balanced f orm
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427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
SHEET
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