HomeMy WebLinkAbout14-02 H.P. Hood, Inc. (Product Storage Addition) - Back Creek - Backfile (2)U
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DWG FILE C-01. DWG
DRAWN TRIAD
CHECKED DDD
Q.C. REVIEW
DRAWING DATE 02 14 02
DEB NUMBER 07-02-0212
PRINT
DATE
c m I
16' GRAVEL D/W
& 20' R/W
322/359
� � 5 EEC ~� • .
_ ( � LOT 3
THE ESTATE OF
LOT 2 I o NAOMI POOLE ADAMS I N57'38'40
` I THE ESTATE OF �� 935/739
N/F I NAOMI POOLE ADAMS 0
_ 15.78'
` CA63-A-82YE 935/739 N33'08'27
738/302 45.45'
ZONED: 9-3 ® j = d� \ N34'42'53
USE: COMMERCIAL I to o I 29.46'
\ I N/F � POTOMAC EDISON CO. NAIL FOUND
63-A-81
746/543 IN CONC.
N/F
B.J. SAGER, INC.
63-A-87A
493/708
ZONED: M-2
USE: COMMERCIAL
N46'21 '58 "E
'092.3 IPF
� 2 S49'34'03"E
56.43'
P CANT
NORTH
N/F
FLEX-O-GLASS, INC.
63-A-87
395/576
ZONED: M-2
USE: VACANT
O _ I f
IPF 17-7
/ I USE: COMMERCIAL N43'S9'41—_767 62 r
j
(FENCE
POST
FUTURE 30 WATER. I II I 1i`. �` �/ ❑ '~ EX. 20 WATERLINE ESMT. 75' `BULpjNGSBAKAND SAN. SEW. ESMT\1IC• I I I{ I I
00
T I \ 10' TEMP. -.;�I�
CONSTRUCTION ESMT.H FOUND `�'ell
I I I
a \ �� \ _ _ 10' TEMP.
XI I
WATERLINE 20' MT. N IN CONC. 923/1171 FUTURE 20' WATER DIN ROCK - \\\ �. �� CONSTRUCTION ESMT.
m �I I I
I AND SAN. SEW. ESMT. — 923/1171
923/1171 - --
PK JAIL \ " I N34'42'58"E
I SffT S34'42'58W — -- ��
6-a-4-fib'---
\ 60' FUTURE RIGHT OF WAY EASEMENT PRIOR
IRF I S34'42'58"W IRF _238_89;_ -r=- \ o�• I
_ _— _— —\ \ \ TO ANY FUTURE SUBDIVISION OF PARCEL _w I I
z95'8 - - - _� — — \ 63-A-86A, THE PROPOSED FUTURE 60' RIGHT i I
\ OF WAY EASEMENT OR AN APPROPRIATE ALTERNATIVE
ALIGNMENT SHALL BE CONSTRUCTED
OR BONDED AND DEDICATED TO FREDERICK 20 EX
�SANCOUNTY FOR ACCEPTANCE INTO THE VIRGINIA . ' .
_ , I I
DEPARTMENT OF TRANSPORTATION ROAD SYSTEM. Iw
— - \ SEW. ESMT.
N/F I I E 75' BUILDING SETBACK �\ \ \ 923/1171 I:
0
J.S. OOLEY I U. FUTURE I \ \ \ f \ \ \
C/O MARSHALL NATIONAL BANK
63-A-85 I I I I I \ \ \ �) - +r✓ r
ZONED: B-3 .IIIIIIII I (( III IIII1 IIIIII II IIII II17II 77-7=III+IIII (II+I+I+IIII 10' TEMP.
USE: VACANT CONSTRUCTION ESMT.ZD
U \923/1171
U , o°'
-H (I+-�
C/L NORTHERN VA IIfI+ IIi
I I I
IIcn
POWER CO. R/W
231/90 I I it I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I,',,�� j♦� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ��-- _� \ \ I• 1 f
TEMPORARY
FU E i FUTURE BUILDING ` + \ FIRE LANE FUTURE 20' WATER
FUTURE 40L I N G I — — _,,,�_ — — — AND SAN. SEW. ESMT. EX 20' WATER
10' SHENANDOAH I I ADDITION _
I EMPLOYEE / ADDI ON LLLLL/���1 ---_ \� \ AND SAN. �EW. ESMT.
GAS CO. ESMT. I PARKING LOT _ _ _ ? \ 387/535
/ l�l ADDITION , FUTURE I I
\ I
SILO I :: :.......::......: .....'........................: I -- ❑ \\\ II
I, 1
11 ADDITIONS I P���a��6 = _ _ _ -I — �\ lI
— — — — \ \ f#ENCE
LOCKER ROOM -_ -_ - -_ -I \ /t (POST
k ADDITION PROPOSED - - - -
\ '`�... —
H.P. HOOD \
--':.:; PRODUCT STORAGE LI _ _ _ _ -i 74.1 0 AC.
I� ) •' ADDITION I1 - - - -
c) c) c) O 44,686 S.F. (t) ........... FUTURE I = _ _ _ � 63—A-86A
II I BUILDING ZONED: M-2 \ \ I
~-� ADDITION 1 C _ - - _ USE: INDUSTRIAL
I
I ❑ existing building
existing330 000 ft (-L/-)
N/F sq • l !-- - - - - _1 topsoil /' \
J.S. COOLEY N I I building height = 52' I C G G G G =1 stockpile \\
C/0 MARSHALL NATIONAL BANK r — — — — ❑
75-A-91A I i \
ZONED: B-3
USE: SINGLE FAMILY
-Ft rl4l�
•Q I � Ib � �I ICI II II III IIrII IIIIII II II II III - �' � -�
Im I 11 11 11 III i III II II IIIIII IUIII t I I I I I I , --
- —� EX. 20' SAN. / co
— I I l III III II IUI-N"i�Il II II III I I I I I I I 'I FUTURE SEW. ESMT. ! \\ \
1 I Z I /r •�- �� I I IIIIII \ ADDITIONS 923/1171 r \\ \
�a I FUTURE I I U �,/ - }-� TO WWTP 10' SHENANDO;H
BUILDING I - ,� --�1� GAS CO. ESMT.
m \_ I PROPOSED N FUTURE- - _ --{{- \ / IRF 959/820
T ADDITION IAIDING
I� \ 1 / // I I L�JN LOADING---
I OCK DOCK
-----n----------•-- � � �-
`� � -� `^ --1t+4 Ij I I I I I I I`_I I I I I I I I I I I I 1 111 1 1 1 1 1 1 I 1FA """"""""""""' —j�► /
— - - �I I 1
_ II 1
// �x \\L----------�---- -- I I I I I I I I I I I I I I I I I I I I I I I II I J
THIS PLAN SHEET
FOR SITE ORIENTATION
—ONLY—
N/F
THE HENKEL HARRIS CO. INC.
63-A-110
670/332
ZONED: M-2
USE: INDUSTRIAL
---
/� JOHN C. RUSSELL, JR.
_ 75' BUILDING SETBACK - - - I 75' BUILDING SETBACK Cv 63-A-1 16 (PART)
— - - - _ -- - —/ • / / /,'� / 521 /723
ZONED: M-2
\ ` ` / / / C/) USE: VACANT
RR SPIKE SET IN
30" CHERRY
N52'57 11" W - 0.69
TO IRF — -
S37.03'05"W 1098.84' VDH MON. VDH MON. S34'23'03"W 301.82' VDH MON. - -
FOUND IRF
NTERSTATE - 81
R/W VARIES
INTERSIP�E g1
FOUND FOUND
1(
Arc=306.03'
I` Delta=00'45'32" Arc -470.99'
Radius=23106.32'
Delta=01' 10'01
Tan=153.02' "
Radius=23126.32'
Chord=S37'25'51 "W
- Tan=235.50'
Dist=306.02'
Chord=S39'08'24 W
Dist=470.98'
100 0 100 200 300
on m
Scale 1" = 100'
Q Triad Engineering, Inc.
04 CONSULTING ENGINEERS
— 971 Acorn Drive
Harrisonburg, Virginia 22802
two Phone (540) 434-4135
t Fax (540) 434-5841
E—MAIL: off ice®triodengineering.net
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L'I'H of I'
UDENNIE D. DUNLAP III
No. 035809
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NIONAL Eli'
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DRAWN TRIAD
CHECKED DDD
O.C. REVIEW
DRAWING 02-14-02
DATE
JOB 07-02-0212
NUMBER
PRINT
DATE
C-3
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING
UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES.
2. ALL CURB RADII ARE 5' UNLESS OTHERWISE SPECIFIED.
3.
REFER TO ARCH. DRAWINGS FOR EXACT BUILDING DIMENSIONS.
4.
ALL UTILITIES FOR THE PROPOSED ADDITION SHALL BE SERVED
INTERNALLY FROM THE EXISTING BUILDING.
5.
THOUGH NOT DEPICTED HEREIN, SCOPE OF WORK INVOLVES ALL
REQUIRED DEMOLITION.
6.
ONLY THOSE ADDITIONS CLASSIFIED AS PROPOSED SHALL BE PART
OF THE INITIAL PROJECT SCOPE.
7.
PROPOSED SITE LIGHTING FOR THIS PROJECT TO BE DETERMINED
BY MECH./ARCH. PLANS. SITE LIGHTING TO BE SITUATED TO NOT
PLANT
SHINE ONTO ADJACENT PROPERTIES.
8.
THE PROPOSED USE FOR ALL ADDITIONS FOR THIS PROJECT SHALL
NORTH
BE CLASSIFIED AS AUTOMATED STORAGE.
vp
9.
REFER TO THE MECH./PLUMBING PLANS FOR DETAILS OF THE
rr
PROPOSED LIFT STATION AND PROCESS SEWER LOCATED EAST OF
THE PROPOSED TRUCK DOCKS.
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F. 2
7; SAN, c- 1fi SY"
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K
7 5' SIDEWALK
2' CURB CUT
�2' (CURB CUT
F. E. S.'
1A
INV.=742.00
40LF-15" RCP El
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CIL III SIM SEWER �1
'71
011.00%
4�
R=
02
E. S.
(8) (8) INV.=742.401qq
gg
INV.=7 46.70
VNI
(2) 15LF-8" �VC
"N
FUTURE FIRE
@ 2.00%
LOOP RELOCATION
10,
R� �SIDEWALK
INV.=747.00 ,,(SEE NOTE 10)
r
FUTURE BUILDING 60'
ADDITION CULVERT
(TEMPOR)
FUTURE EMPLOYEE THIS P
PARKING LOT ---L2 8
F.E.S.
(TOTAL OF 72 SPACES)
(9'x20' TYP.) INV.--743.00
FUTURE BUILDING 10' TEMF 84'
ADDITION PROPOSED LOCKER 50LF-15" RCP GR
_--CL III STM SEWER ACC
.,-
ROOM ADDITION 0 8.60% FOR
1,168 S.F. 316.30'
HEIGHT = 16'
-
LUSE: STORAGE 18
MODIFY EX. 22LF-15 RCP
TO MATCH PROPOSED SLOPE,
KEEP SAME INVERT 0 MANHOLE
(INV. = 747.30)
(FIELD VERIFY LOCATION &
ELEVATION OF EX. PIPE)
@
Q.PROPOSE
01
PRODUC'
"0
STORAG I
ADDITIOP
C�- FUTURE SILO ADDITION
442686± SC
W/ CONC. PAD
278.87'
0•
existing building
330,000 sq. ft. (+/-)
building height = 52'
NOTE:
CLOUDED AREA REFLECTS AREA
REVISED FROM ORIGINAL H.P.
HOOD PRODUCT STORAGE PLANS
(SITE PLAN #14-02). 80,
REMOVE 2'-4"
SECTION OF CURB
TO PROVIDE
TRANSISTION BETWEEN
EX. AND PROPOSED
PROCESS SEWER"
TRENCH DRAIN-i
4" PVC SDR21
PROCESS SEWER
0 2.00%
(INV. 0 BLDG. =743.47)
1 50'-18" CMP
--CULVERT 0 2.00%
(TEMPORARY PER
THIS PHASE)
5'x5' CONCRETE STOOP
(SEE ARCH. PLANS FOR
EXACT DOOR LOCATIONS)
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(TYP. OF 2)
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OF DRAIN
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o
(SEE NOTE #9, AQ
Tld S SHEET)
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NON- IAOUNTA13L.E CURB
op
SEE DETAIL S ET C 6) ; YA
existing 316'-24" rcp
storm sewer @ 0.50%
CU
CL
PROPOSED DOCK LOADING AREA DETAIL
NOTE:
A
CLOUDED AREA REFLECTS AREA
REVISED FROM ORIGINAL H.P.
HOOD PRODUCT STORAGE PLANS "All
(SITE PLAN # 14-02).
-2
-Vexisting 208.83'-18" rcp
storm sewer @ 0.50%
existing topsoil
stockpile
I LI
k",
FUTURE BUILDING
ADDITION REFER TO BLOW-UP DETAIL, THIS SI EtT
0._ # I - - -c - c_ = - _ o - -
.2
v,
QUANTITY
PLANT NAME (-.LA TIN)
PLANT NAME (COMMON)
S7_r,-E
SPAC-r-lVC,
REMARKS
T-illm corcctcx
Littleleqf L
3" CUL
perp I cLn
B
DWG FILE C-04. DWG
Clect-tta-Lu T-r-imccL7Lthos,
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Sky 1 t7Le "o7Leylocust
2.5" CaL
pe?- pIcL-n
DRAWN TRIAD
CHECKED DIDD
Do-ubte—shredded hardwood mulch 4"-6" de ev
O.C. REVIEW
*'"'mulch each tree i7Ldivid-umlly
DRAWING 02-14-02
DATE
JOB
NUMBER 07-02-0212
PRINT
DATE
C-4
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(SEE DETAIL_ _
SHEET C-6)
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INV. T42.40 � R �
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.. SEE DETAIL _ ✓ '. '�'' .. 1 - ,._ , � ;� : �, _ 73_ -- n,._
-
SHEET C 6
INV.=746.70 iTj
s
V
�r ,.�A �-.: . - e,a.•;. Yam" :-; X
-` -_ _ -
- NORTH AMEi�1CAN GREEN ; :� :+Fr_
-' : • ... , . ._. _.- ...., .. I LINER
_ �, •.: •..::'•.•:..`.,.•.•• •. - _ ___._, ._ _.____ - ;_ -- ___ _____-t----z_,. -.- _ \ � � ti � --- OON FLEXIBLE CHANNEL _ _ __
(SEE DETAIL SHEET .�-6)- 60LF 18 CMP
- (MAINTAIN A 1 DEEP DRAINAGE LVERT -C� 1.00%
� �.; (TEMP. PER
INV.=747.00 _ WALE WITH 3:1 SIDE SLOPES) F.E.S. #2 THIS PHASE)
z3 - - --oa-7�c ,;
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. _,- __._ � _._ --- --
A-.
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INV 735 90
FUTURE EMPLOYEE ,, FUTURE exizsti .•
PARKING AREA ADDITION
V. 0
5
E S � ��
INV.= 43.00..=7
` P
—73
-
g o r
_. X —
,:_-:<•:::.:•:::• •• TEMPORARY FIRE
--..---� -_ � _ ,- LANE PER`�FIRE
: :;... -r - t e
„ existing elec
- ,
___.. existing 208 83 18 rcp c fenc
, - _MARSHALstorm sewer @ 0'500
,
• -ri
4 ..
FUTURE ( PROPOSED LOCKER , -
I — _ --
BUILDING ROOM ADDITION—
, ADDITION F.F. = f752.67 .1` �_
e ---- -----
�`r
`-
F. F. = 7 .67+—
l_ L .
—
F �2 ( �I
50LF--1 5 RCP ---=�1
��1 a,: CL III STM SEWER — — IL_ ---------I
, r
MODIFY EX. 22LF-15" RCP d 8.60% I — — — — — — — = — — —
II TO MATCH PROPOSED SLOPE,
Il` KEEP SAME INVERT @ MANHOLE I�
I INV. = 747.30
I� �J (FIELD VERIFY LOCATION & ( If------ — — — — —
-�I
0 I II ELEVATION OF EX. PIPE) ll------------�I
PROPOSED BUILDING
•:
FUTURE
ADDITION
ADDITION I
_.. - F.F. = 750.17t .••. I. II-----------�I
FUTURE I I------ ------
4� SILO(S) ADDITION I IE- — — — — — — — — — — -4I
W/ CONC. PAD I Il-----------Jf
I
a
ip s
4
existing building
33C,000 sq. ft. (+/-)
building height = 52'
f.f.=752.67 (+/-)
0
1► ----- ----- H
I II II
existing topsoil
II — — — — II stockpile
I
I; II — — — — — II
I I�----- --- - -
--II
F.E.S. #1 II— --------11
INV.=745.80 I I II------ — — — — - -
II
5OLF-15" CMP I I�-----------II
INV.- CULVERT @ 2.00 L
(TEMP. PER {I — — — — —
747.67 — — — — —
_
11
THIS PHASE)
F.F. = I� -- - - --- - - - - -
INV.11
752.67� ------ - - --ll
n rn n n n n 746.80 I I�- — — — — —
: LI LIB 1-1LI
77
L- - - - - -
----�
emu:
!1
Y 7'
• I I I I F - -�f '` I I I I I z� r�- _�` II II ,-, ; . �*� / J
I = I I I •� �J� �'.� I I I I I I II II
C. c - c
0
0
c
50 0 511 i00 150
Scale
c
NOTES:
1. REFER TO DETAIL SHEET C-6 FOR EROSION AND SEDIMENT
CONTROL DETAILS.
2. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM
PROPOSED & EXISTING BUILDING AT ALL TIMES DURING CONSTRUCTION.
3. CONTRACTOR SHALL REFER TO THE EROSION AND SEDIMENT
CONTROL NARRATIVE FOR CONSTRUCTION SEQUENCING NOTES.
4. THOUGH NOT DEPICTED HEREIN, LIMITS OF DISTURBANCE SHALL
BE THE EXTENTS OF ALL GRADING OPERATIONS AND/OR THE
PROPERTY BOUNDARY.
Q Triad Engineering, Inc.
04
CONSULTING ENGINEERS
971 Acorn Drive
Harrisonburg, Virginia 22802
Phone (540) 434-4135
' Fax MO) 434-5841
E—MAIL: office®triadengineering.net
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LT_OF
U DENNEE D. DUNLAP III9
No. 035809
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DWG FILE C-05. DWG
DRAWN TRIAD
CHECKED DOD
Q.C. REVIEW
DRAWING DATE 02 14 02
JOB NUMBER 07-02-0212
PRINT
DATE
-&�C=5
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion
and sediment control practices will be constructed and maintained
according to minimum standards and specifications of the Virginia
Erosion and Sediment Control Handbook and Virginia Regulations VR
625-02-00 Erosion and Sediment Control Regulations.
ES-2: The plan approving authority must be notified one week prior to
the pre -construction conference, one week prior to the commencement
of land disturbing activity, and one week prior to the final inspection.
ES-3: All erosion and sediment control measures are to be placed prior
to or as the first step in clearing.
ES-4: A copy of the approved erosion and sediment control plan shall
be maintained on the site at all times.
ES-5: Prior to commencing land disturbing activities in areas other than
indicated on these plans (including, but not limited to, off -site borrow or
waste areas), the contractor shall submit a supplementary erosion
control plan to the owner for review and approval by the plan approving
authority.
ES-6: The contractor is responsible for installation of any additional
erosion control measures necessary to prevent erosion and sedimentation as
determined by the plan approving authority.
ES-7: Site grading is to drain to the silt fences or sediment trap at all
times during land disturbing activities and during site development until
final stabilization is achieved.
ES-8: During dewatering operations, water shall be pumped into sediment
traps.
ES-9: The contractor shall inspect all erosion control measures
daily. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control device shall be made by the close of the day. The
contractor shall be responsible for the ultimate removal of all temporary
sediment control devices.
CONSTRUCTION NOTES
1. The contractor will be responsible for applying for and obtaining any
necessary disturbance permits which may be required by the County of
Frederick prior to the start of clearing and grading activities.
2. The contractor shall stabilize all disturbed areas within 7 days after
the area is brought to final grade.
3. Stabilization shall be by permanent seeding and mulching as follows:
a. Scarify the top 1 " to 2" of soil after final grades have been
achieved.
b. Add pulverized agricultural limestone of the rate of 2 tons per
acre.
C. Small grain straw mulch shall be spread at the rate of 1.5 tons
per acre.
d. 10-10-10 fertilizer shall be spread at the rate of 1,000 lbs. per
acre.
e. Seed with one of the mixtures listed below:
TEMPORARY SEEDING
PLANTING DATES: SPECIES
CURB JOINT
5' MIN. SEE NOTE 5
CG-6
CG-6R
-1.04%
t
ROAD #7
_ ;;.
MINIMUM OF 4" OF VDOT 21-13
SUBGRADE COMPACTED TO 95% STONE COMPACTED TO 95% OF
OF STANDARD PROCTOR DENSITY STANDARD PROCTOR DENSITY
SIDEWALK ADJACENT TO CURB
NOTES:
1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE
OF 1-1/2" TO 3".
2. PANELS TO BE 5 FEET LONG.
3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES,
UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 40 FEET.
4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE
CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1 /2" RADIUS.
5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE
CURB IS USED )R IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY.
OTHERWISE SIDE NALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES.
6. DRAIN BLOCKOLITS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER
PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE.
RATE IN
LBS. PER ACRE
SEPT. 1 - FEB. 15
50 -100
lbs. / acre
ANNUAL RYEGRASS
(LOLIUM MULTI-FLORUM)
50%
CEREAL (WINTER)
RYE (SECALE CEREALE)
5C%
FEB. 16 - APR. 30
60 -
100lbs. / acre
ANNUAL RYEGRASS
(LULIUM MULTI-FLORUM)
100%
MAY 1 - AUG. 31
GERMAN MILLET (SETARIA ITALICA)
PERMANENT SEEDING
MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL)
KENTUCKY 31 OR TURF -TYPE TALL FESCUE
IMPROVED PERENNIAL RYEGRASS
KENTUCKY BLUEGRASS
HIGH -MAINTENANCE LAWN
MINIMUM OF THREE (3) MAXIMUM OF FIVE (5)
VARIETIES OF BLUEGRASS FROM APPROVED LIST
FOR USE IN VIRGINIA
GENERAL SLOPE (3:1 OR LESS)
KENTUCKY 31 FESCUE
RED TOP GRASS
SEASONAL NURSE CROP**
GENERAL SLOPE (STEEPER THAN 3:1)
KENTUCKY 31 FESCUE
RED TOP GRASS
SEASONAL NURSE CROP**
CROWNVETCH****
50lbs. / acre
100%
200-250 lbs. / acre
90-100%
0-10%
0-10%
125 lbs. / acre
150 Ibs. / acre
85%
3%
12%
150 Ibs. / acre
70%
3%
13%
14%
** SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR.
SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL.
**** IF FLATPEA IS USED, INCREASE TO 30 lbs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED.
WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING
WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES.
DUST CONTROL MEASURES
THE CONTRACTOR SHALL USE SPRAY - ON ADHESIVES IN ADDITION TO
THE OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS.
TO CONTROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS
SHALL BE USED WHEN FOUND NECESSARY. • (CHOOSE 1 METHOD)
ADHESIVE
EMULSION
WATER
DILUTION
NOZZLE
TYPE
APPLICATION
RATE (GAL. / AC.)
ANIONIC ASPHALT
7:1
COARSE
1200
LATEX
12.5: 1
FINE
235
RESIN -IN -WATER
4:1
FINE
300
8 "
1
OHO �0 0
T= I I- I I-1 I -I I I -I 11-1 I I -I 1_T=1 I- I I -I 11- 1 51 I -I I -I
Illl�ll�ll�ll�ll�ll�llr TII�I�i�l�l�ll�I�
-TIC-II�II I�I�II�IICIIf
4" SUBBASE
COMPACTED SUBGRADE
TYPICAL CONCRETE PAVEMENT
CONCRETE SIDEWALK DETAILS
R
4" 11
e
A. . .,
6" \
STONE CONSTRUCTION ENTRANCE
70' MIN.
A�
I
I
FILTER CLOTH 6" MIN. A
SIDE ELEVATION
EXISTING GROUND
70' MIN. --
B WASHRACK
(❑PTI❑NAL)
12' MIN,
VD❑T #1 I ~� P❑SITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEV' E
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
KtIINI- LJKLLD 1-UNLKL I L
SECTION A -A
SECTION B-B
EXISTING
PAVEMENT
3' '�
5:1
MOUNTABLE BERM
(❑PTI❑NAL)
DKA11N JI-'ALL
SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1
`
7N/S AREA MAYBE CGiNCRETE 77-/E BOTTU4� Gig THE CURB ANO
GUTTER CGi
AT THE OPTION OF THE 06W7RACTGP? MAYBE Z 00ZU
PEL ARALLTO THE SLG�E GV_� SUB-
TH/S CURB /S TO BE USED A H,6N N O T Z_.- SURFACE COURSES PROWLI A
DESIGN SPEED IS 40 &PH 6W LESS C6W9 CURB & GUTTER I/AIANG A RAD/US AIII MUM DEPTH Lc- 7" /S
GW RURAL H16>VWA YS AND 45 V,4PV OF 900 ' a? ' LESS KAL ONG FACE 0- CURBj VA/NTA/NED.
OR LESS /N URBAN & SUf/URBAN SHALL BE PA/D F6F AS RAD/AL C6W291111ATI0/V
AREAS. CURB dr GUTTER.
THIS I&V VA BE CAST IN PLACE.
CGWKRETE TO BE CLASS A.3 /F CAST /N PLACE,
400111 PSI /F PRESENT.
COM6//1//1 T/O/V 6 " C� 6 & CI117_1_
NOT TO SCAL E
NOT TO SCALE
C❑NS?RUCT TRENCHES TO PR❑VIDE NEENAH #R-4990-DX
LOWEST INVERT SHOWN HEAVY DUTY FRAME & GRATE,
❑N PLAN, GROUT FILL TYPE "A" GRATE
TO MEET REMAINING
INVERTS,
1'-0" TRENCH PI\
(STORM) 8" 8„ 2,_3"
3/4" EXP J❑INT 10 @
SEAL AS SPECIFIED 1"RAD 10" ❑,C
GR❑UT FILL (TYP)
DRAIN, JR SMITH #2250C,
• W/6" OUTLET AND DOMED
(5) #4 GRATE. PROVIDE ALL
• FITTINGS AND TRANSITIONS
(3)#4
C❑NC PVMT o0 ". • T REQUIRED
100
3 WATERST❑P REFER
THICKENED ° °° DWGS
EDGE SECTI❑N,I °OO °°
IIIIII o ° aaa o FND WALL
-III 000 00000 0
III 0 0 0 OOpO0 0 0 0 °OO ° O
C❑MPACTED - I -111- I- ° o °
SUBGRADE II�IIITiII-III II ° °o
(5) #4
COMPACTED GRANULAR DOWELS INT❑
BACKFILL- #4 @ 1`0" WALL
T❑ PROCESS SEWER
DETAIL
DOUBLE TRENCH DRAIN
STAPLE AND TRENCH
PER MANUFACTURER'S
RECOMMENDATIONS
FOR LEADING EDGE
APPLICATIONS.
SEE PLAN FOR
PAX/rurr.iT M r,1ATinn1
CONCRETE
PAVEMENT
NORTH AMERICAN GREEN
FLEXIBLE CHANNEL LINER
PLAN VIEW
I
- 1
+MINIMUM+
18" OVERLAP NAG
SIDE VIEW END VIEW
INTERFACE DETAIL BETWEEN
NORTH AMERICAN GREEN & FLARED END -SECTION
INTERNATIONAL SOCIETY INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRIVE
CHAMPAIGN, IL 61821
OF ARBORICULTURE (217) 355-- 1 1
(217 355-9516 FAX
WIRE OR CABLE SIZES SHALL BE AS FOLLOWS:
TREES UP TO 65 MM 2.5 IN.) CALIPER - 14 GAUGE
TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE
TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. Aa-OW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE
SHALL. BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE.
TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP 50 THAT NO SHARP WIRE ENDS ARE EXPOSED.
INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK,
13 MM (0.5 IN.) DWt1.
PLASTIC FLAGGING OR OTHER VISUAL
PLASTIC HOSE
/ MARKER ON EACH WIRE.
GALVANIZED WIRE OR CABLE
TWIST WIRE 70 TIGHTEN.
OPTIONAL METAL DRIVE ANCHORS,
BUCKLESTREEESR. OVERF
TURNMM
INSTALLED MANUFACTURERS
( I6
SPER
DIRECTION
750 MM (30 IN.) LON
WOOD STAKE.
ALL STAKES SHALL BE DRIVEN OUTSIDE
THE EDGE OF THE ROOT BALL.
ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK
IS A MINIMUM OF 12 MM (0.5 IN.).
REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM
THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST
GROWING SEASON AFTER PLANTING.
TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY
WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF.
THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT.
o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE
c TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE.
a PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE.
o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING.
o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE.
o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE.
NOTES
1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAL.
�1 TREE STAKING DETAIL - TREES 75MM (3 IN.) CALIPER OR LARGER
CHANNEL INSTALLATION
C:\ENG\CHANNEL.DWG
NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
REFER TO GENERAL STAPLE PATTERN GUIDE FOR
CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS.
A
e
C
CRITICAL POINTS
A. OVERLAPS AND SEAMS A
B. PROJECTED WATER LINE B C �^
C. CHANNEL BOTTOM/SIDE
SLOPE VERTICES
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF'
STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED
(2" FOR C350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 3C TO 40 FOOT
INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A
SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NORTH
AMERICAN
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711
GREEN
USA 1-800-772-2040 CANADA 1-800-448-2040
5" 8"
�I -- 3" CL
/2" RADIUS
(TYPICAL)
2 #5
"x4" KEY
-6" OC
PROVIDE FORMED JOINTS IN CURB
TO MATCH PAVEMENT JOINTING.
STOP REINFORCING 0 EXPANSION JOINT.
NON -CLIMBABLE CURB
END -SECTION 12'- 60' PIPE ALTERNATE END -SECTION 12'- 60' PIPE ES-1
Huh ad m wW md-�ctian� Hub rid m ix. rtd-.Mace
Hub;
_d m ird.f rd-w.tim. bigot wd m IMW rd- 5-
x
I
E E Concrete to be
4000 PSI M n.
Concrete to be �__
1 -- 4000 PSI Min. --`'---
PLAN p�
C B -+
Lbdc 3d Adric tifavtvd (- '
_L I E
END VIEW SECTION X-X END VIEW
SECTION X-X
END -SECTION
DIMENSIONS
DWI.PAB
C
D
E
122'-0'
2'-C'
4'-0'
V-0-
15'2'-3'
1'-9'4'-0'
2'-6'
18,2-3
1'-9'
4'-0,
S-0'
24'
S-7'
2'-6'
6'-1.4'-0-
30'
4'-6'
V-7 3 4
6'- 1 3 4
5'-0'
36
V-3'
5'-3'
2 -10 J 4
8 -1 3 4
6'-0'
42"
V-9'
5'-3'
2'-11'
B'-2'
6'-6'
48'
2'-0'
V-o'
2'-2'
8'-2'
7'-0'
5e
2'-3'
S'-5'
2'-9 1 4 '
8 -2 1 4
7'-6'
S-3'
8'-3'
B'-0'
INTERNATIONAL SOCIETY
OF ARBORICULTURE
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SLOPE DETAIL
FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS
VIRGINIA DEPARTMENT
TRANSPORTATION
INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRIVE
CHAMPAIGN, IL 61821
(217) 355-9411
217 355-9516 FAX
TWO-WAL ID PLASTIC
SHEETING OR TREE SHELTER BREATHABLE FABRIC TREE WRAP APPLIED FROM
MATERIAL APPLIED FROM TRUNK TRUNK FLARE TO FIRST BRANCH. WRAP PAPER
FLARE TO FIRST BRANCH FROM THE BOTTOM UP WITH SUFFICIENT OVERLAP
TO COVER ALL BARK.
BIO-DEGRADABLE 10-DEGRADABLE
PLASTIC TAPE PLASTIC TAPE.
APPLY TH€ PLA4TIC SH€1-1iNG LOOS€LY AROUND
THE TRUNK TO LEAVE A 12 MM (15 IN.) GAP
BETWEEN THE TRUNK AND THE SHEETING.
OPTION 1 OPTION 2
TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LIWDSCAPE ARCHITECT,
BUT NO LATER THAN 12 MONTHS AFTER PLANTING.
TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO BE WRAPPED EXCEPT TREES WITH
VERY THIN BARK, SUCH AS RED MAPLE, SHOULD BE WRAPPED IF APPROVED BY THE LANDSCAPE ARCHITECT.
NOTES
1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL
TREE WRAPPING DETAIL
INTERNATIONAL SOCIETY
OF ARBORICULTURE
CONSTRUCTION OF A SILT FENCE
(WITH WIRE S UPPOR T)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
IIII
FLOW
4"
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
G
FLOW
EXTENSION OF EAR-RIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Harriers for Sediment Control, PLATE. 3.05-1
Sherwood TJSIlt
1 /8" RADIUS TOOLED
JOINT. SEAL AS
SPECIFIED
1" D!A. SMOOTH DOWI
1"-6" LONG ® 1'-0'
OC GREASE EXP END
1 /4"x2" SAWED JOINT
SEAL AS SPECIFIED
#5 BAR 3'-0" LONG
AT 2'-6" OC (TIED '
JOINT ONLY)
PROVIDE HOOK BOLTS OR
5/8" DEFORMED BARS
3'-0" LONG AT 1'-6" OC
(TIED JOINT ONLY)
SEE PLAN FOR LOCATION
OF TIED JOINTS
OUTLET PROTECTION SCHEDULE
FES
ID
PIPE
SIZE
La
(ft.)
W
(ft.)
R.D.
10"
12
6'
# 1
18"
12'
6'
#2
18"
12'
6'
Z 1A" r"PANSION JOINT
ISION CAP
- 1 /2 PAVEMENT
DEPTH
DOWEL BASKET
EXPANSION JOINT
1 /2 PAVEMENT
- - - - - f DEPTH
BRICK BATS OR BOLSTERS
CONTRACTION JOINT
1 /8" RADIUS TOOLED JOINT &
' ' ISEALANT RESERVOIR.
SPECIFIED.
-11/2"xl " KEY
t
-- - 1 /2 PAVEMENT
DEPTH
FORMED JOINT
CONSTRUCTION JOINT
PAVEMENT JOINTING DETAILS
14 ANT�YTMDRIIYEOF AR80RICULTURE
PAIGN, IL 61821
r2112;7 355-9411
1 355-9516 FAX
DO NOT HEAVILY PRUNE THE TREE AT PLANTING. /
PRUNE ONLY CROSSOVER LIMBS CO -DOMINANT
SOME�IN'TERIOR TWIGS MD LATERAL N OR Dgh BRANCHES.
MAY BE PRUNED; HOWEVER DO NOT REMOVE
THE TERMINAL BUDS OF BT�AAICHES THAT
EXTEND TO THE EDGE OF THE CROWN.
STAKE TREES ONLY UPON THE APPROVAL
OF THE LANDSCAPE ARCHITECT
SEE STAKING DETAIL
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
SEE WRAPPING DETAIL
MARK THE NORTH SIDE OF THE TREE
IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT
TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP
POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TRUNK
MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED.
SET TOP OF R00T FLUSH TO 1800 ` (6) FT.) DIAM. MIN. DO NOT COVER THE TOP OF THE ROOT
GRADE OR 25-50 MM 1-2 IN 400 MM 8 D PREFERRED BALL WITH SOIL
HIGHER IN SLOWLY D LNG
i L
200 MM (8 IN.)
t t t t t t t "I t ' ' , , , 100 MM ,(4 IN.) HIGH EARTH SAUCER
III ' ' ' ' ' ' ' t t t + BEYOND EDGE F ROOT BALL
50 MM ( IN. MULCH. DO NO PLACE t tit't' 't't t t t t t
MULCH IN CO�TACi WITH TREE TRUNK. ,i,it'1 ',' 11 "REaAOVE ALL TWINE, ROPE AND WIRE, AND
MANTAJN THE AMIN MUM OFMULCH THREE WEED FRYEARS AFTER OR „t, t, t t t ,t, tt, t tt, , tt tttt , , , , , , , t t BURLAP FROM TOP HALF OF ROOT BALL
EE PLANTING. t t t t t t i t t t t t t t t t t
IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL, CUT THE WIRE KET IN FOUR PLACES
,AND FOLD DOWN 200 MM (8 IN.) PLANTING HOLE.
PLACE ROOT BALL ON UNEXCAVATED
NOTE: FOR DIMENSIONS OF OR TAMPED SOIL.
PLANTING AREAS TYPES OF SOIL
AMENDMENTS 0A SOIL REPLACEMENT TAMP SOIL AROUND ROOT BALL
SEE 'SOIL IMPROVEMENT DETAILS.' BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT BALL DOES NOT SHIFT.
NOTES
1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL
TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES
NOTE- THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.)
SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PANNG OR GRATING.
Triad Engineering, Inc.
CONSULTING ENGINEERS
04
- 971 Acorn Drive
Harrisonburg, Virginia 22802
Phone (540) 434-4135
' Fax ID 434-5841
E-MAIL: office®triadengineering.net
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DWG FILE C-06.DWG
DRAWN TRIAD
CHECKED DDD
Q.C. REVIEW
DRAWING DATE 02-14 02
JOB 07-02-0212
NUMBER
PRINT
DATE
C=6
0
w
a
16' GRAVEL D/W
& 20' R/W
322/359
OHE & NORTHERN
—VA POWER CO. R/W
192/489
Pip
N/F
B.J. SAGER, INC.
63-A-87A
493/708
ZONED: M-2
USE: COMMERCIAL
PLANT
NORTH
III
IJ N/F
FLEX-O-GLASS, INC.
63-A-87
F 395/576
ZONED: M-2
�S49'34'03"E USE: VACANT
L56.43'7.9'
17�
N43'S9'41 " r r
I
fFENCE
1/ _
POST
\. I li � EX. 20' WATERLINE ESMT.
923/1171 LDING S�BACK I f I
L I I
\ t
10' TEMP. ? \ 1� + I
CONSTRUCTION ESMT. °' o — Yf f
EX. 20' I NAIL FOUND / DH FOUND °' , \\ `� �� — 1 0 TEMP. Q �I I
1 � WATERLINE ESMT. 923/1171 FUTURE 20' WATER
923/1171 / IN CONC. AND SAN. SEW. ESMT. IN ROCK \ \ 1 \ O CONSTRUCTION 11 ESMT. ml 1 j
1 PK AIL ♦ / N34'42'58"E _ — � — — —
I „w I\ S -- --- __ -- -- T— —
� ` S34'42'58"W — ���_ ____ — �
IRF I S34.42 58 IRF 238--89• �_- \ �\ 60' FUTURE RIGHT OF WAY EASEMENT. PRIOR zl
295> 8--
-t - \�_ — — — �_ \ TO ANY FUTURE SUBDIVISION OF PARCEL I fl
\ 63-A 86A, THE PROPOSED FUTURE 60' RIGHT OF WAY EASEMENT OR AN APPROPRIATE ALTERNATIVE
_ \ ALIGNMENT SHALL BE CONSTRUCTED In If
�- — —� —\ \ \ \ OR BONDED AND DEDICATED TO FREDERICK
• \ \ \ \ COUNTY FOR ACCEPTANCE INTO THE VIRGINIA EX. 20' SAN.
DEPARTMENT OF TRANSPORTATION ROAD SYSTEM. SEW. ESMT. I
NF ..�
/ cn I FUTURE 75' BUILDING SETBACK \ \ \ \ \ 923/1171 I I w
J.S. COOLEY o
C/O MARSHALL NATIONAL BANK
63-A-85 I I I \ \ \ \ \ d
ZONED: B-3 st I (=a7I I� I I7 I I I I I I TI I 1 �\\ \ I 10' TEMP.
USE: VACANT I I I I I IV I CONSTRUCTION ESMT.
I I
923/1171 I I
J
p0 CEO 5�0�
/ I I
I I I LOT 3 \
I THE ESTATE OF
LOT 2 n NAOMI POOLE ADAMS
THE ESTATE OF 935/739
N/F NAOMI POOLE ADAMS {
CARL F. RYE i 935/739 z \
63-A-82
738/3C2
ZONED: B-3 -
USE: COMMERCIAL I ,ou o
� \ I
N57'38'40"W
15.78'
N33'08'27"E
45.45'
N34'42'53"E
29.46'
N/F
POTOMAAC EADISON CO.
NAIL FnND-1-111
I
746/543 IN CONC. ft Z L
/ I USE: COMMERCIAL J I I
I
I
I
I
I
1
I
I
I
I �X.1SS\NG
I 37.32'
I I
t
I ► A
�y
FUTURE 30' WATER
AND SAN. SEW. ESMT.
I
T�
I
C/L NORTHERN VA
N46.21 '58.,
Z2 b ` I \ 309-23
.64
E IP
11
PF
r�
IU
I _ FU E TEMPORARY
I1 FUTURE W11 I N G I FUTURE BUILDING
10' SHENANDOAH IIADDI ON I EMPLOYEE / I ADDITION
GAS CO. ESMT. LLLLU���1
947/ 74 111 . PARKING LOT
a \\
III ADDITION
I I FUTURE
• I SILO I
II / ADDITIONS 1
III I �
I III '
N/F
J.S. COOLEY I ^,
C/O MARSHALL NATIONAL BANK
75-A-91 A
C
ZONED: B-3 USE: SINGLE FAMILY �� n
III I '
RR .;PIKE S" iN
3u" :.PERRY
N52'57" 1 "W - 0.69'
TO IRF
—.. ............................
PROPOSED
LOCKER ROOM
ADDITION PROPOSED
PRODUCT STORAGE
ADDITION
50,860 S.F. (±)
existing building
330,000 sq. ft. (+/-)
building height = 52'
!PF
FUTURE 20' WATER -
AND SAN. SEW, ESMT
_ 1 I� I
EX: 20' WATER
AND SAN.�EW. ESMT.
387/535
OENCE
\ / t IPOST
H.P. HOOD
/4.10 AC.
63-A-86A \ I
-ZONED: M-2 \ \ I
USE: INDUSTRIAL I
existing I
topsoil V.
stockpile \
G
d%'
v n1! I iI I 11i I LL I u f�L�
Q �I I I � i I II I I II III -� Ilrll II II I I II II y �� -�
m 1 II I I II III ill II II II I I II i IT'(I I I IIIIIII / Ex. 20' SAN. / /� \
� — I 1 I \ FUTURE SEW. ESMT. / \
I I II II ILA ' 1>°II II I II II I I I I I I I I I I I✓ '1 \\
* - /r •_- �-I * • I I I I IIIII I I I I I �`� �• \ \ ADDITIONS 923/1171
I Z � o I FUTURE I ( I I I I I I I ( I I I I, /---,� 10' SHENANDOAH \\ \
BUILDING I I - - - - \ TO WWTP I
GAS CO. ESMT. \
m \ I , PROPOSED FUTURE - I \ / IRF — 959/820
ADDITION I - -I
IL, 1 / // // // I I I -PING LOADING = _ \ \ _ + _ �� _ _
N \CK--�--- DOCK ;
�— a I L-
4- I
�I I
- A_ .n 1 I- 4 I J
r...................::..:::.:
.....:..................:..................
THIS PLAN SHEE T
FOR SITE ORIENTA TIONI
— ONL Y—
N/F
THE HENKEL HARRIS CO. INC.
63-A-110
670/332
ZONED: M-2
USE: INDUSTRIAL
JOHN C. RUSSELL, JR.
75' BUILDING SETBACK \�\- — - — - — °_— � 75' BUILDING St
- — BACK - �/ `vJ./ / � 63-A-1 16 (PART)
ZONED: M-2
USE: VACANT
S37'03'05"W 1098.84' S34.23'03 W 301.82' VDH MON. —
VDH MON. VDH MON.
FOUND FOUND FOUND IRF � '
11
— - -- - —
NTt A � 1
-- -- -- R/ W VARIES -- — —+ — ---
II - Arc = 3 6. C 3, - - - -- - - --- -- - — -- --
S1 A I� Del.c= C, Arc= 470.99'
Rcdius=23106.32'
Tar= 153.02' Delta=U 1' 1 0'01 "
Chord =S37'2.5'S1 "W Radius=23126.32'
Ian=235.50'
Dist=306.02'
Chord=S39'08'24"W
Dist=470.98'
100 0 100
Scahe 1"
200 300 I� Triad Engineering, Inc.
CONSULTING ENGINEERS
971 Acorn Dr.'ve
1 Harrisonburg, Virginia 22802
Phone (540) 434-4135
' Fax C) 434-5841
E—MAIL: off ice®triodengineering.net
001
L
UDENNIE D. DUNLAP 0P-
No. 035809
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DWG FILE C-03.DWG
DRAWN TRIAD
CHECKED DDD
Q.C. REVIEW
DRAWING DATE 02-14 02
JOB C
NUMBER D-090
PRINT
DATE
C=3
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Cj
A 1 CONSTRUCTION OF A SIL T FENCE
.;mess .c �,e,�. :.: ,ed, ell d e c:: I ; ,� r � i T CHANNEL INSTALLATION e
crd �r �iment c.cn r l , •aC CeS w;11 be �cr_'.�. ed e- J ed I °-
I ONE CONSTRUCTION ENTRANCE C:\ENG\CHANNEL.DWG G (WITH WIRE SUPPORT)
^1 �'CndOrdS end spec C' S Of NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED CRITICAL POINTS 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
9 p _ i IF NECESSARY TO ALLOW STAPLES TO SECURE THE A T
^r-d jeC Y.e.It `O,^,,rpl ,� ^- k C- d /'" �<E < B CRITICAL POINTS ALONG THE CHANNEL SURFACE. OF POSTS. LOPE ALONG THE LINE
r n i - - :: R ?- B
„� A. OVERLAPS AND SEAMS
•_. . „ , � - . PROJECTED WAIT IN
rr r - - c , v - - -- s N- T REFER TO GENERAL STAPLE PATTERN GUIDE FOR B.
CHANNEL BOTTOM/SIDE
C
- _ cs on Or a Sed e ; t. o �r� G-6 i -ti FX S :NG SLOPE VERTICES
CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS.
_G -6R I I --- -- - - ----- - - t.,A,�_M- NT j
_.-_ 1. u 4 % f ES-2: -% e glen approvirg cuthor"t,y must be notified one week prior .o � . � r 1 i 5:1 � f
' , . w ��
he c e-construction conference, one week prior ;a the com encement ,; 77,!
.2 �-
-, L
o� .:•-d C stL:rbing cctiv y, c~d cr'e week Jrior to ;he �:r.al rspecticn.
f I I FILTER CLOTH 6„ ��;N I � ' MOUNTABLE BERM
(❑PTiUNAL) I , �. _ - �', i
tit
�S-3: AJI erosion Crud sedir•',ert COr !OI measures are to be ''aced riOr M.N VJIIM CIT 4 � CT �' 3
L or as the first step in clearing. SUBGRADE COMPACTED TO 95% STONE COMPACTED �D O 95% OF S (L� E LE VAT _O I v .�;:_:;' . :.;.; . • . • • • • • . • • - • • • • • + • • •
OF STANDARD PROCTOR DENSITY STANDARD PROCTOR DENSITY • • ••`•
EXISTiNG GROUND :.L�v / • r Jam/
ES-4: A cop of the approved erosion and sediment control plan shall I r:-::-:-:: - • - L�--J = C�" �=
be maintained on the site SIDEWALK AD�A`,ENT TO CURB ••
! .t at all times. I 70' MiN, `� ) �--
NITFS: I . . . . . . ��\ +) . . FLOW
ES-5: Prior to c:orrmer,C:rg lard disturbirg activities n crecs other than WASI�ACK .0' MIN, . ` - • - • . • - • • • • ` • 6 / _ ^�) , • + • • • • • ` - 5 kill -III
indicated on these pions (including, but not limited to, off -site borrow or 1• CONCRE E SHALL BE 3000 F.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE I <❑PTI❑NA1_) •,`. • •,` ` �� �'��� ' •,. 4" W o
waste areas), the contractor shall submit a supplementary erosion OF 1-1 /2" TO 3".
/ r) 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE g
control plan to the owner for review and approval b the plan approving T
y * 10, MIN, ) FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
aut`,arity. 2, PANELS TO BE 5 FEET LONG.
' 2' MIN, EXISiING 1 .
3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, PAVEMENT
�1
, E
ES-6: The contractor is responsible for installation of any additional UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 40 FEET. - E
erosion control measures necessary to prevent erosion and sedimentation asZ-V-D
- • • • • -
determined by the plan approving authority. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE
CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1 /2" RADIUS. ❑T #1 P❑SITIVE DRAINAGE 10' MIN, • • • - - �j
COURSE AGGREGATE B TO SEDIMENT .`.`..••.••`. 7 / s
TRAPPING
R N DEVICE I G E ICE
ES-7: Site grading is to drain to the silt fences or sediment trap at all 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE
times during land disturbing activities and during site development until CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. MUST EXTEND FULL WIDTH
.. .rl 'r � - r
I r T- I
, H HAVE MINIMUM THICKNESS � 4 INCHES. S. I ri A M MU C �5S 0 C E 0 NUR R I NAL_K SHALL E _S AND EGRESS r OTHERWISE I �_` S E W S E .. e - /J o r
final stabilization s achieved. -_ OPERATION PLAN VIEW 4
6. DRAIN E`L0CK:; S N CURS SHALL BE EXTENDED TO 3ACK CF S'„!-WALK WITH 3" D'AMIE-r R ------ ------ r illi! FLOW
ES-8: oaring dew.er rg operatiors, water shcil oe p'jmped nto sediment PLAST'C r E AT Z% SLOPE. CONTRACTION JOINT iO DE PLACE) Ov'ER PIPE. ICI' / ' V'
l l+� l i i; I W
- 12' MIN. (III � �
traps. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. III III
ES-9: The contractor Shall inspect all erosion control measures 3" MIN. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6' DEEP X 6" WIDE TRENCH. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
P BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. ,�
NOT TO SCALE
daily. Any necessary repairs or cleanup to maintain the effectiveness of -; =_II _ �:. 1 3" MIN. �'' LTH OP
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. L
the erosion control device shall be made by the c'Iose of the day. The CONCRETE SIDEWALK DETAILS ) FILTER FABRIC ��� n�Q
4. PLACE BLANKETS END (IVER END SHINGLE STYLE WITH A 6" OVERLAP. USE A DOUBLE ROW OF' C UT`
contractor Shall be responsible for the ultimate removal of all temporary FILTER CLOTH STAGGERED STAPLES 4 APART TO SECURE BLANKETS.
sediment control devices. SECTION A - A UDENNIE D. DUNLAP III9
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE
-- TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. II III- WIRE I i No. 035609
UJ I - _ p.
6 -7' I 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED t=1 - ' It A19A Z 1
CONSTRUCTION NOTES Y c2• FOR C350 MATT,,':.
•. 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers far Sediment Control, PLATE. 3.D5-1 �SjONAL
' ' �' ' '• - + •. INTERVALS. USE A R W OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A Sherwood A Tyan,
1. The contractor will be responsible for applying for and obtaining any , ; SECOND ROW 4" BEtOW THE FIRST ROW IN A STAGGERED PATTERN.
necessary disturbance permits Which may be required by the County Of r 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. �.
Frederick prior to the start of clearing and grading activities. NORTH _ o _.
j3"s.
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 4771 1 AMERICAN M
2. The contractor Shall stabilize all disturbed areas within 7 days after USA 1-800-772-2040 CANADA 1-800-448-2040 G R � E N ; s
the area is brought to final grade. 8 •-
R_ CONCRETE DRAIN SPACE
.-
SECTION B-B
o=_
3. Stabilization shall be by permanent seeding and mulching as follows: 0 �
a. Scarify the top 1 " to 2" of soil after final grades have been - - ----- - Z .o
SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 8 0 = t5
achieved. z � LU
b. Add pulverized agricultural limestone at the rate of 2 tors per T
acre.
c. Small grain straw mulch shall be spread at the rate of 1.5 tons - E 6 a CD
0
per acre.
d. 10-10-10 fertilizer shall be spread at the rate of 1,000 lbs. per
acre. 5„ 8"
e. Seed with one of the mixtures listed below: 4"
�o
SEE PLAN FOR
TEMPORARY SEEDING PAVEMENT ELEVATION _1/2" RADIUS
\ . ' .. .. .' N 4„ } (TYPICAL)
PLANTING DATES: SPECIES . ��",\ ��\ - -
RATE IN LBS. PER ACRE '�-\\�������-����� 2 #5
6"I
SEPT. 1 - � EB. 15 50 -100 lbs. acre CONCRETE 3/4" EXPANSION JOINT
/ 7NE BOTT6W 6F THE CURB AND
ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 5C% 7HIS AREA MAYBE COYVCRETE GUTTER MAYBE C6W57RUCTEO PAVEMENT 1 JOINT. RADIUS TOOLED
AT THE OP7/ON OF THE CGWTRACTGW PARALLEL ro THE SLGi�E � SUB- 2"x4" KEY JOINT. SEAL AS EXPANSION CAP
CEREAL (WINTER) RYE (SECALE CEREALE) 5C% SURFACE COURSES BROODED A I SPECIFIED
TN/S CURB /S TO BE USED Kf/EN NOTE : M/N/MUM DEPTH Gig 7" /S I
DES/GN SPEED /S 40 MPH GW LESS C6W9.. CURB GUTTER HA ONG A RAD/US MANTA/NEO.
FEB. 16 - APR. 30 60 - 1 0 0 I b s . / acre GW RURAL H/GHWA YS AND 45 MPH �� LESS (AL ONG FACE Gl� CURBS
#4Z #4 ® 1"-6" CC �- 1 /2 PAVEMENT
GW LESS IN URBAN SUBURBAN SHALL BE PA/D FGW AS RADIAL CGWB/NA)7GW 2 DEPTH
ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) 100% AREAS CURB & GUTTER. 1" DIA. SMOOTH DOWELS
THIS /TOM MA Y BE CAST IN PLACE. 1"-6" LONG 0 1'-0"
=�
CGWCRE17- TO BE CLASS A.3IF CAST /N PLACE, OC GREASE EXP END u
MAY 1 -AUG. 31 50lbs. / ocre 4000 P.S/. IFP,?ES£NT. PROVIDE FORMED JOINTS IN CURB - OWEL BASKET
GERMAN MILLET (SETARIA ITALICA) 100% TO MATCH PAVEMENT JOINTING.
STOP REINFORCING @ EXPANSION JOINT. EXPANSION JOINT
ICI P �_ R MAN E N T SEEDING
Nor TO 5CALE- NON -CLIMBABLE CURB
1 /4"x2" SAWED JOINT_`
MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 Ibs. / acre -- - SEAL AS SPECIFIED
KENTUCKY 31 CR TURF -TYPE TALL FESCUE 90-100% ir- 1/2 PAVEMENT
IMPROVED PERENNIAL RYEGRASS 0-10% END -SECTION 12'- 60' PIPE ALTERNATE END -SECTION 12•- 60' PIPE Es-t _ - - I DEP-H
KENTUCKY BLUEGRASS 0-10% H'*•,d m a"�` wid-ac" STAPLE AND TRENCH
Spigot •+d m iNol �d-�,.iten� £�igal •rid en Flei er,d-..roan.
PER MANUFACTURER'S - #5 BAR 3'-0" LONG
HIGH -MAINTENANCE I�WN 125 lbs. acre RECOMMENDATIONS x r---- x x---- x „ ( BRICK BATS OR BOLSTERS
/ I I AT 2 -6 OC TIED
MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) FOR LEADING EDGE I E E 4000 PSI Lx JOINT ONLY)
VARIETIES OF BLUEGRASS FROM APPROVED LiST APPLICATIONS. _ _ - � M be 40DD PSI Mn, CONTRACTION JOINT
FOR USE iN VIRGINIA --_
-__
--------- � . PLAN PLAN ----�-
...............
�- C--� 5+--
GENERAL SLOPE �3:1 OR LESS) 150 lbs. / acre 1.5" HOT ASPHALTIC CONCRETE r PER PLAN
KENTUCKY 31 FESCUE 85% SJRFACE SM-12.5A
RED TOP GRASS 3%
''"+"wwowmt / 1 /8" RADIUS TOOLED JOINT &
SEASONAL NURSE CROP** 12% I�I_ 1/4"x1" SEALANT RESERVOIR.
3" BASE MIX j __-E- SEAL AS SPECIFIED. •
:>s> -
I ( D E END VIEW PROVIDE HOOK BOLTS OR
M >. �;:;;`;:�ii: �;r.':%;r',:;z!:;;:� s�;;:;isii:i;:>.:;;:>.;;;::;�>.>ti;;:��s>:at�iS:•>;c•:is(;!>:�£;>:�:4 a';>s:
B 25.0
50 lbs. acre F END VIEW SECTION X-X „
THAN 31 -
HA N RAIL OP(STEEPERcTION x G E SL EsE x , E
/
� �.�::::::.�:::.:::�:: 1 2 x 1 KEY
" -'�'"` °�`•'" MINIMUM 5/8 DEFORMED BARS 1
KENTUCKY 31 FESCUE 70% :...............:....: <;
� 6" CRUSHED AGGREGATE
RED TOP GRASS 3% BASE TYPE I, 21-B 18" OVERLAP END SECTION DIMENSIONS - - 3'-0" LONG AT 1'-6" OC
NORTH AMERICAN GREEN DIAM. A B c D EDIAN(TIED JOINT ONLY)
COMPACTED TO 95% if +' r-1, _r
i / STANDARD PROCTOR FLEXIBLE CHANNEL LINER 1z• 4' 2'-°• z'-0• 4'-0' 2'-0' r-r r-101 r-1• _r 1 2 PAVEMENT •
15' S. 2'- • 1'-9• 4'-0' � 1'-6'
SEASONAL NURSE CROP** 14% R\ /\� . �� \ \ 16• 9• 2'-3• ' t'-9• 4'-0�_ 3'-0' 21 r-r r-a• r=s SEE PLAN FOR LOCATION - - --- --i - - - - -DEPTH
CROWNVETCH**** 14% DENSITY. I :,• r r-„•
PLAN VIEW 24' 9 112 3'-7• 2'-6• 6'-1• 4'-0• q• ,c , +'__ -, , -, , 0 F TIED JOINTS
SUBGRADE COMPACTED TO 30' V-G' 4'-V t-7 4 • 6-i 3 4 5'-0• a , i-V 4'-0 '-��� i 4
95% STANDARD PROCTOR 36' 1' s'-3' z-10 3 4 6'-1 3 t �7"
'o' _
DENSITY. I 42' i'-9• 5'-3' 2'-11' 8'-2'6' _ _
** SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. �, 46• z'-a• 6'-0• z'-z• e'-z'o' - r r -FORMED JOINT
SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. 50" r-3• s-s• r1 4 • 6'-z 1 A6•
60' ?'-11' 5'-0' 3'-3' 8'-_' 8'-0'
CONSTRUCTION JOINT
**** IF FLATPEA IS USED, INCREASE TO 30 Ibs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. TYPICAL _PAVEMENT n E TAi I I� .. '""` I-c B
Nn: PO lengtta sham on Plats are
WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING NOT TO SCALE MINIMUM I based m EndeBecton tff shorn
WARMER SEECING PERIC^S. ADD 10 - 20lbs. / core IN MIXES. I i8" OVERLAP r lr r ei"�
Q NA., I o..t to rt the oitenate aesigr shorn m
Me right, la,gths will be reduced by
S I D E V I E W END VIEW I the ddfeerxe an d mensgn V.
SLOPE DETAIL
DUST CONTROL M PA S URES INTERFACE DETAIL BETWEEN FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS PAVEMENT JOINTING DETAILS
ViRGINIA DEPARTMENT
of
NORTH AMERICAN GREEN & FLARED END -SECTION TRANSPORTATION
THE CONTRACTOR SHALL USE SPRAY - ON ADHESIVES I:N ADDITION TO _ _ -__..
THE OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS. --- ---- O
TO CONTROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS _ INTERNATIONAL SOCIETY OF ARBORICULTURE INTERNATIONAL SOCIETY OF ARBORICULTURE INTERNATIONAL SOCIETY OF ARBORICULTURE
SHALL BE USED WHEN FOUND NECESSARY. (CHOOSE 1 METHOD) C U N S I R U T TRENCHES TO INTERNATIONAL SOCIETY 1400 WEST ANTHONY DRIVE IN`j'�',i MATIONAL SOCIETY 1400 WEST ANTHONY DRIVE INTERNATIONAL SOCIETY 14M � WTHM o�
PROVIDE N E L_ N A H # R - 4 9 9 0 - D X CHAMPAIGN, IL 61821 CHAMPAIGN, IL 61821 Pig" IL 61821
U W E S T INVERT SHOWN OF ARBORICULTURE (217) 355-9411 OF ARBORICULTURE (217) 355-9411 OF ARBORICULTURE 217 355-9411
ADHESIVE WATER NOZZLE APPLICATION HEAVY DUTY FRAME & GRATE 217 355-9516 FAX (217 355-9516 FAX 21 3355-9516 FAX I�
LiiPJ P A N: G R O U T FILL L L TYPE 'A' GRATE WIRE OR CABLE SIZES SHALL BE AS FOLLOWS:
EMULSION DILUTION TYPE RATE (GAL. / AC.) 1-10 MEET R E M A I N I, N G TREES UP TO 65 MM 2.5 IN.) CALIPER - 14 GAUGE
TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE
7: 1 COARSE 1200 INVERTS, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE
ANIONIC ASPHALT SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWFH AND BUFFER ALL BRANCHES FROM THE WIRE. Q
1'- 0" TRENCH " TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. Do NOT HEAVILY PRUNE THE TREE - PLANTING. �!
LATEX 12.5: 1 FINE 235 PRUNE ONLY CROSSOVER LIMBS CC -DOMINANT
NANT Uj
(ST 0 R M) INSTALL THREE GUY MARES PER TREE, SPACED EVENLY AROUND THE TRUNK. SOME Is AND BROKEN OR DEAD BRANCHES.
8 " ". 2 - 3 " MAY BEI�PRUNTWIGS
HOWEVVEDR NDOU� 0T REMOVES
RESIN -IN -WATER 4: 1 FINE 300 _ THE TERMINAL BUDS OF BTHE CROWN.
THAT r 1�
EXTEND TO THE EDGE OF THE CROWN.
" X P J❑ i N T l # 5 R STAKE TREES ONLY UPON THE APPROVAL
4 F " r. --'� SEE STM(ING�DETNL ARCHITECT
SEA L AS SPECIFIED- 1 "RAD I 10 ❑ . � _ I WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
GROUT FILL (TYP) I i LU 1i
SEE WRAPPING DETAIL
f J MARK THE NORTH SIDE OF THE TREE
---- - ---- - -.-- ----- ------ --------�. I ! IA I N , ul R IV! I! f I ! 1%"nJ C. , I I IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT O
r• » i , _ PLASTIC RAGGING OR OTHER VISUAL TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP
^^ I VV C3 U T L ET A N ) Ci L �J� L J 13 MM t0.5 IN.) DAM - MARKER ON EACH WIRE. POSSIBLE. OF THE ROOT BALL TREES WHERE THE TRUNK Z
--- ; _l • 1 ^ PLASTIC HOSE M LCH )RIG FLARE IS NOT VISIBLE SHALL BE REJECTED.
4 V R AT E E. PROVIDE i1 L L. I GAI.VIWiZED WIRE OR CABLE I / OPTIONAL METAL DRIVE ANCHORS, Tom -WALLED PLASTIC ! BREATHAE)tE FABRIC TRF� WRAP APPLIED FROM GRADESET OR 25-50 MM 1 2 SN, TO 4D0 BOO
MM�B ) TL PREFERRED D�0 LNO�mCO OR THE TOP OF THE ROOT a
/� n n' W!S WIRE TC TIGHTEN SHEETING OR TREE SHELTER
" i•. - FITTINGS AND T i \ A N S I T I V S I TURNBUCKLES FOR TREES OVER Uj
INSTALLED PER MANUFACTURERS MATERy� APPLIED FROM TRUNK I TRUNK FLARE TO FlRS BRANCH. WRAP PAPER HIGHER IN SLOWLY D ING S�LS.
Y5 C 3) # 4 I ) DIRECTIONS. FROM THE BOTTOM UP WITH SUFFICIENT OVERLAP Z
150 MM (6 IN CALJPER. FLARE TO FIRST BRANCH
70 COVER ALL BARK.
200 MM (8 IN.) O
!�'-Q U I R F D i 750 MM (30 IN.) LONG I 10-DEGRADABLE
+
- + - 0 0 • • I WOOD STAKE. _' 810-DEGRADABLE PLASTIC TAPE. , , , , t , ' ' t , , i , 1 }
CONC PL M I a �" C I I D
, , , , , OO MM 4 E HIGH EARTH SAUCER
_ _ F� PLASTIC TAPE , , , , , BEYOND EDGE F ROOT BALL.
Ui
O 0 O O THICKENE7 1-� I WATERS I ! '� RL r-R 50 MM 2 IN. MULCH. DO NO PLACE ,,,, „ ,+„+
MULCH I COACT WITH TREE TRUNK. + � + + + + � '
• i { • -- I u // , , , , + , , „ REMOVE ALL TWINE, ROPE AND WIRE, AND
V MAINTAIN THE MULCH WEED -FREE FOR t t , , , , , , , , , , , , , , , , , + , , , , +
0 0 �, T-'-'-'�.__:. I �r " 1, V✓ G ALL SAKES SHALT BE DRIVEN OUTSIDE A MINIMUM OF THREE YEARS AFTER + , t , , , + , + , + + , , , + + , , , , , t BURLAP FROM TOP HALF OF ROOT BALL
- - n - - T r �-,, �. i t •--'=a r T , APPIY THE PLASTC SPL:^'.iNG LOOSELY Art0,iN0 PLANTING. t +, +„ , , , , , r , , , , , , X
J L I i o o • _ • • • r ! CIE .:DGE OF HE ROOT BALL �!E T tuNK TC EA1E A �Z MM (0.5 N GAP IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
I �I O -
�- BE WEEN THE TRUNK AND THE SHEFIINC. THE ROOT BALL CUT THE RE KET IN FOUR PLACES
i1�r-I r I, - T1
' -.I ' -J = I , !-' I ` - LI "' L i - I I 1- T IL -a ° o c - `r- <--- \ 1J W r�. t . _ AND FOLD DOWN 200 MM8 IN INTO
PLANTING HOLE.
---! ! i-I !- I-- --; _. -- , ,--1 ! ,- - e ; O o o O o G I �- f ASSURE T LAT THE BEARING SURFACE OF THE PROTECT VE COVERING DF THE WIRE OR CAB E AGAINST THE TREE TRUNK J
L-' - ;{ „f O it n I 0 IS A MIMMUM OF 12 MM {^ S IN.). OPTION 1 OPTION 2 PLACE ROOT BALL ON UNEXCAVATED
_;= i I i -I f o r o o j
__ o Z
1= _ ; !_ - I ; G 0 C; c+ ! r ` c DIMENSIONS OF -- OR TAMPED SOIL
-__ -� iI �' -I =-- II' i 4 c o O �` 0 0�1 I tt:MOVE k!_ 5?ARING AS SGON AS 1HE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME F, R^BLEM
(=III
--'' ; -: -I I ! :--- i " -- ---•� ti , 0 0--- ;F _. _. e 0 uAT RECUiRE? FiF TRC: TO BE S AKEC. S AKrS S 1ALL BE REMOVED NO LATER _R iE : tiU OF "c r RST I PTiNG AREAS TYPES OF SOIL
T _
_I, -' -- ''- ;✓ - - AMENDMENTS /
,.�nWINC S%ASCy n+ - ANT!NG. NSA E� a Tai •JF oLAN LNG AND BE REMOVED WHEN DRFCIED EiY THE uWDSCAPE ARCHI -CT, , OK am
TAMP SOIL AROUND ROOT BALL
M R P ANINC.
H ha` J ',A� a MO ! AF F, SEE 'SOIL IMPROVEMENT DETAILS E� BASE FIRMLY WITH FOOT PRESSURE
.: --- ' � \ •�� Y ! hORMA..Y )0 N�' NFET; TO BF A J 4N' SAirINC CAN BF ARM ;i. AK:V v0ul� 9 .:ON N;Y SO ,HAT ROOT BALL GOES NOT SHlrf.
r \ AE 'ht APPRCJO D1 -NE ;AN^SCAr Ar^r' ;C x: 7r .A. �,_ A`: N r cr ;`..,3;c , S.r�"RT r. i T
'R .5 T .
_ r+E � ULL CWIN, ARE REASONS WHY ,t F :AU NC ^ t "Nl TTcA,'+, - c v - I i2EES W!CS'r NOR H OR EN ATM,N IS NOT CL ANGEO FROM THE NURSERY DO NOT NEED TO BE WRAPPEC EXCEPT TREES WITH
C a TREE5 WITH POOR-OUAI'TY ROOT BALi_S OR FCC07 HAilS '- i !1AVL KEN CRACKED OR DAMAGE.. RLJEC' R .,HER riAN SAK:. I ytRY ` IN EiARK, SUCK AS �C MAFL. SHOT D E� WRAPPEC If APPROVED BY THE LANDSCAPE ARCHITECT.
i .J �' LJ �.���. J i. r-; �^ r _ - r T r'_ ,) ^ 7 f� T I - F.' r� - rR C. G c F, -u•`R T 51 I '
l , F `,, I C_ ..� N �_ L A l� --- T' - I a 'iRFES THAT r,AVE GROWN TGC OSE T'.7GE-r IN THE NURSERY, R. S�_T'iNU IN Wr:AK R NK_ R IOC RP HAN AKE.
t R f � �J L-i W L.. `. S " N i ,__, , THAT l !1 !G
a PLANT,NG PROCEDURES HA LK� ND. ADEOUAiL�Y TAMP S0,!S AROUND - E ROOT BA.L COi1RECT _ PLANIING PROCEDURL ( NOILS NOTES
j __ r _ 1 // a ROQT BALLS PLACED ON SOF ` SOIL TAMP SOILS UNDER ROT BALL PRIOR 70 PANTING, � DWG FILE
f f L - # 1 " WALL_ I a ROOT BALLS W'TH VERY SANOY SOIL OR VERY WET CLAY SO L. STAKING ADVISABLE ,. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL C-06. DWG
� I H C ` \ /� r �, E \ i a TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDTIONS. STAKING ADVWLE DRAVM TRIAD
T r C I NOTES _
O R S SEWE I �LEASF REFER TD !NTR•r:%.j_-ION AND USE C FERIA PRIOR -C :SNG '- , TREE WRAPPING DETAIL TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES CHECKED GDo
TREE STAKING DETAIL - TREES 75MM (3 IN. CALIPER OR LARGER �� I NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 F:) i Q.C. REVIEW
SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. DRAWING
�- - 02-14-02
DATE
'Q
- - -
Triad Engineering, Inc. NUMBER CD-090
: IJOB
_TYPICALCONCRETE PAVEMENT
971 .Acorn Drive PRINT
- -- -- -- - - I04 CONSULTING ENGINEERS
Harrisonburg, 9i4a 23502 DATE
e Vir
hone 540 43 41
Fox MID) 434-5841
E--MAIL: offce®triadengineering.net L�1 C=6