HomeMy WebLinkAbout17-05 Triad Engineering - Parking Expansion - Shawnee - Backfile (2)1. Contractor shall furnish all materials. labor and equipment required
and shall perform all work including restoration for the completed
installation of utility systems and all other improvements shown or
implied as necessary. Unless otherwise noted, specifications for all
work will be in accordance with the applicable Standards and Contract
Specifications of the Virginia Department of Transportation. Virginia
Department of Health. County of Frederick, and the contract documents.
2. Any discrepancies found between the drawings and specifications.
and site conditions or any inconsistencies or ambiguities in drawings
or specifications shall be immediately reported to the engineer in
writing, who shall promptly address such inconsistencies or ambiguities
in writing. Work done by the contractor after his discovery of such
discrepanciesi inconsistencies or ambiguities. without clarification from
the engineer of records shall be done at the contractor's risk.
3. Contractor to verify the exact location of all existing utilities and
notify the Engineer of any conflicts with existing and proposed
utilities. Damage to existing utilities shall be the Contractor's
responsibility. Forty-eight (48) hours prior to any excavation
call "Miss Ut111+y" 1-800-552-7001.
4. Contractor shall be responsible for all construction stakeout. All
dimensions and elevations shown on the contract documents shall be
field verified by the Contractor prior to beginning work.
5. Contractor shall obtain, at his expense, all permits required prior, to
starting work and shall adhere to the conditions imposed.
6. Any unusual subsurface conditions encountered during the course
of the work shall be brought to the attention of the Geotechnical
Engineer / Owner.
7. Access by emergency vehicles must be maintained at all times. Access
to fire hydrants must not be impeded at any time by parked cars.
construction materials. soil stockpiles. etc.
8. Refer to architectural drawings for exact building dimensions.
CONSTRUCTION NOTES
EARTHWORK NOTES:
1 Al l fnr fill nr hnck- f i l l shn 1 1 hA frAA of woo(1. roots.
r uuF• Uuu I vdr 5 ur any otriur, nun -compact i b 1 e soi 1 type material.
Unsatisfactory materials also include man-made fills and refuse
debris derived from any source.
2. Satisfactory material for use as fill for public stree+s include materials
classified in ASTM D-2487 as GW. GP. GM, GC, SW, SP. SM, SC.
ML and CL groups. The moisture content shall be controlled within
plus or minus 2 percentage points of optimum to facilitate compaction.
Generally, unsatisfactory materials include materials classified in ASTM
D-2487 as PT. CH, MH. OL. OH. and any soil too wet to facilitate
compaction. CH and MH soils may be used subject to results of the
Geotechnical Report and upon approval from VDOT. Soils shall have
a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have
a plasticity index less than 17.
3. Materials used to construct embankments for any purpose, back -fill
around drainage structures or in utility trenches or any other depression
requiring fill or back -fill shall be compacted to 95% of maximum density
as determined by the standard proctor test as set out in ASTM Standard
D-698. The contractor shall, prior to any operations involving filling or
back -filling, submit the results of the proctor test together with a certification
that the soil tested is representative of the materials to be used on the
project. Tests shall be conducted by a certified materials testing
laboratory and the certifications made by a licensed professional
engineer representing the laboratory.
4. Compaction of fill material under building slabs shall be based upon
recommendations of soils engineer after completion of standard proctor
test and shall meet bearing requirements of architect for buildings. The
contractor shall be responsible for testing.
5. Eftonkment fill and trench back -fill shall be placed in lifts at a maximum
uncompacted depth of 8 inches and 6 inches. respectively. Density tests
shall be conducted at the following minimum frequencies:
(a) embankments for roads, streets, dams, etc.:
one test per lift per 10.000 square feet of lift.
(b) back -fill around structures and in trenches:
one test per lift per 500 linear feet of trench.
6. Changes or revisions to these construction plans shall not be made
without approval by the owner, engineer and all regulatory agencies.
VDOT GENERAL NOTES:
1. All work on this project shall conform to the latest editions of the
Virginia Department of Transportation (VDOT) Road and Bridge
Specifications. and Standards. The Virginia Erosion and Sediment
Control Regulations and any other state, federal or local regulations
applicable. In the event of conflict between any of these standards,
specifications or plans, the most stringent shall govern.
2. All construction shall comply with the latest U.S. Department of
Labor Occupational Safety and Health Administration and VOSH
Rules and Regulations.
3. When working on VDOT right of way. all traffic control, whether
permanent or temporary, shall be in accordance with the current edition
of VDOT's work area protection manual. Furthermore. all traffic control
floggers mast be certified in accordance with VDOT's January. 1994
(or latest edition of) Road and Bridge Specifications. Section 104.04-C.
4. Design features relating to construction or to regulation. control and
safety of traffic may be subject to change as deemed necessary by VDOT.
5. Prior to initiation of work. Contractor shall be responsible for gggWiring
all necessary VOOT land use permits for any work on VDOT right of way.
6. If required by the local VDOT Residency Office, a preconstruction
conference must be arranged and held by the engineer and/or developer
with the attendance of the contractor. various County agencies, utility
companies and VDOT prior to initiation of work.
7. Contractor shall notify the local VDOT Residency Office when work is
to begin or cease for any undetermined length of time. VDOT will also
require 48 hours notice for any inspection.
8. The contractor will be responsible for maintaining ad(3quate access to
the project from the adjacent public roadway through construction and
maintenance of a construction entrance in accordance with the Virginia
Erosion and Sediment Control Handbook. Sec. 3.02. Furthermore, access
to other properties affected by this project shall be maintained through
construction.
SITE
PLAN NOTES:
1.
Parcel area: 3.665 acres
2.
7oning: M-1
3.
use: business
4.
Property I dent i f i cat i on st: 64F ( ( 1) )
Parce l 8
5.
Magisterial District: Shawnee
6.
Building Setbacks Required:
Front= 75'
S i de= 25'
Rear= 25'
7.
Building Setbacks Provided:
Front= 1193.25'
Side= 83.59' (to the North)
Side= 310.12' (to the South)
Rear= 77.37'
8.
Building Area= Proposed Addition:
5,740 sq. ft.
Existing: 9,600 sq.
ft.
Total Building Area:
15,340 sq. ft.
9.
F.A.R.= 9.600+5.740 / 3.665 acres*43.560
sq. ft.
=15.340/159,647=0.096
ABBREVIATIONS
C/L OR CL
CENTERLINE
CONC.
CONCRETE
DIA.
DIAMETER
EG
EXISTING GAS
EL.
ELEVATION
ESMT.
EASEMENT
EW
EXISTING WATER
EX.
EXISTING
F.E.
FOUNDATION ELEVATION
F.E.S.
FLARED END SECTION
F.H. or F/HYD
FIRE HYDRANT
FL
FIRE LINE
F.W.
TOP OF FOUNDATION WALL
G.V.
GATE VALVE
HORIZ.
HORIZONTAL
INV.
INVERT
LAT.
LATERAL
LT.
LEFT
M/H
MANHOLE
MIN.
MINIMUM
NE
NORTH EAST
NW
NORTH WEST
P.C.
POINT OF CURVE
P.I.
POINT OF INTERSECTION
P.T.
POINT OF TANGENT
PVC
POINT OF VERTICAL CURVE
PVI
POINT OF VERTICAL INTERSECTION
PVT
POINT OF VERTICAL TANGENT
R
RADIUS
R.D.
ROOF DRAIN
RT.
RIGHT
SAN. SEW. or S
SANITARY SEWER
SEW.
SEWER
ST'D
STANDARD
STM. SEW.
STORM SEWER
SE
SOUTH EAST
SW
SOUTH WEST
T.C.
TOP OF CURB
TPD
TRIPS PER DAY
VERT.
VERTICAL
W/L
WATERLINE
X-ING
CROSSING
EXISTING PROPOSED
ROADS
------------- ROAD CENTERLINE
= = = CURB
CURB TAPER
-------------- .17 • SIDEWALKS
I I
I I BUILDINGS
-p FENCE
DECIDUOUS TREE
®r®
CONIFEROUS TREE
_.._.._.._.._.._®.. PROPERTY LINE
[ STORM SEWER
- - 2900 - - INDEX CONTOUR
---- 2898---- INTERMEDIATE CONTOUR
2876. � %r SPOT ELEVATION
•------®-®®- LIMITS OF CLEARING
AND/OR GRADING
A �
DENNIE D. DUNLAP III
No. 035809
k-7/210NA1,
�L:IIAD
TRIAD ENGINEERING, INC.
VIRGINIA
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SITE ANALYSIS
SS MH TOP=686.50
OWNER:
INV.OUT=675.95(8" PVC)
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TRIAD ENGINEERING, INC. / _-
200 AVIATION DRIVE -
WINCHESTER, VA 22602
TAX MAP NO. 64F ((1)) PARCEL 8
DEED BOOK NO. 966, PAGE 447 _ --
ZONING: M-1
ACRES: 3.665 (+/—) ott;a°t------------
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4" SANITARY--
�' SEWER --------
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INV.IN=669,04((8" PVC) �' -ADAMS FAMILY LTD_ .� ��� - �-�''� _�---'----- --- ----
NV.IN=668.83(8' PVG)' •,- 826 479 ,�, �� - ��' --- -------------------T-
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USE: VACANT, / - ,'_ �'1, / / - _--- -"" --- i------- --
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KOHL'S DEPT/'STORES INC. -
890/1225
TM 64 ((A 40E / // i �J�/ (1)
/ZONED M-1 / _ J/ .i /'� EXISTING BOX EX i
USE:"bISTRI8UTI0N CENTER / ,-' / ;
y ' / SECURE
-' / - `' EQUIPMENT x ! LANTZ CONSTRUCTION
x STORAGE ! 926 1 484
TM 64F ((1)) 10
(2) CONEX ! ZONED M-1
// PAD FOR- TRANSFORMER BOXES I i USE: VACANT
10�/1 4 A/C UNITS PAD
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AIR i
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v_ --------- -I SETBACK
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NVIN=662.20 8" PVC) NVIN=662.088PVC_ - ---- I;X. 'GRA--- -- --------,`TE
92.�4INVOUT=661.73(8• PVC) ------- TOP
INV.�T=6$__
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o \ v \�'C -'"- _- t-' �� GUARDRAIL'
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--L
-�- AVIATION DRIVE —ROUTE 990
�I F / ,
(FORMERLY`\CESSNA DRIVE) `
`GUARDRAIL , 60' 'WIDE '-----------=-------------= POSTED SPEED LIMIT-25MPH --_
I
.--------- -- -- v�i - --=-=----- ----- _
/
EX. SS MH TOP=702.53 �`\ ----
T'' INV.IN=688.92(8" PVC)
INV.OUT=688.85(8 PVC) `v
��\ DATALUX CORPORATION �/y' GEORGE &VICTORIA HENZEL
\\ 795/1559
F
�;',j TMZONED((M-1 2 d ZONED (M1) 1 1 USE: RETAIL AND SERVICE USE: RETAIL AND SERVICE
EX. SS MH TOP=697.96
INV.IN=687.42(8" PVC)
OUT=687.43(8 PVC) y'
6401-TH op"01%
5
UDENNEE D. DUNW IIIa
No. 035809
7 /zS /0S
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�IvoNAL 'C
EXISTING CONDITIONS
EX. 30" CMP
DABONAIR DEVELOPMENT INV.=692.73
TM 64 5117) 3 CURVE TABLE
ZONED(M-1
USE: COMMERCIAL INDUSTRIAL
CURVE
ARC
DELTA
RADIUS
TANGENT
CHORD
DIRECTION
CHORD
LENGTH
C1
219.80
28"37'19"
440.00
112.24
S32^32'56"W
217.52
BUILDING
TOTAL
ACTUAL
REQUIRED
REQUIRED
REQUIRED
AVAILABLE
FOOTPRINT
FLOOR
OFFICE
OFFICE
LAB
STORAGE
PARKING
(S.F.)
AREA
AREA
PARKING
PARKING
PARKING
(S.F.)
(S.F.)
4800
9600
6450
26
2
2
30
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Number:
30 30
SCALE:'1 "-30'
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C-3
NOTES:
1.) ALL PROPOSED RADII ARE 5' UNLESS OTHERWISE NOTED.
2.) ALL SITE DIMENSIONS ARE TO THE FACE OF CURB OR
BUILDING UNLESS OTHERWISE SHOWN.
A 3.) MAXIMUM BUILDING HEIGHT FOR ZONING DISTRICT M-1 IS 60'
�j
MH TOP="
PER SECTION 165-83A OF THE FREDERICK COUNTY ZONING
IN V.OUT=675.95(8.95(8PVC)
ORDINANCE. THE HEIGHT OF THE EXISTING BUILDING IS
25'-4". THE HEIGHT OF THE PROPOSED BUILDING IS 25-4".
.) CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING
UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES.
5.) UTILITY SERVICE TO THE BUILDING ADDITION SHALL BE PROVIDED
v
FROM THE EXISTING BUILDING. CONTRACTOR SHALL RELOCATE EXISTING
-
GAS AND POWER ONLY AS REQUIRED SUBJECT TO OWNER'S APPROVAL.
a6.) REFER TO THE ARCHITECTURAL/STRUCTURAL DRAWINGS FOR THE
ROUTING OF UTILITIES WITHIN THE PROPOSED ADDITION. ALL
'' e�
UTILITIES WILL BE PLACED UNDERGROUND.
'�'��to
e
!
7.) REFER TO ARCHITECTURAL/STRUCTURAL DRAWINGS FOR FOUNDATION
-"----"- -
' " -
DETAILS AT DOOR LOCATIONS, STOOPS, ETC.
4" SANITARY
SEWER
8.) THOUGH NOT SPECIFICALLY DEPICTED HEREIN, SCOPE OF WORK FOR
SS MH TOP=678.89 -' __ -- -
8' PVC �' - --QDAMS FAMILY LTD.
INVNV
- -' -
--- - - - - --
-
THE PROPOSED BUILDING ADDITION SHALL INCLUDE ALL REQUIRED
.I.IN=668.N=669.04
I83(8" PV 826/479
INV.OUT=668.91(8" 15VC) TM 64 ( A 40
M)-1
DEMOLITION.
,' ZONE
9.) ROOF RUNOFF SHALL BE CONVEYED AWAY FROM THE BUILDING
� USE: VACANT
- _ -1;
�•i /���-' i
EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS. REFER TO
ARCHITECTURAL DRAWINGS FOR RELOCATION OF EXISTING ROOF DRAINS
AND LOCATION OF PROPOSED ROOF DRAINS.
10.) ALL OUTDOOR LIGHTING FIXTURES ASSOCIATED WITH THIS BUILDING
ADDITION ARE SURFACE MOUNTED ON THE FACE OF THE BUILDING. SEE
��'-..9��3 ��
eXS_k
ARCHITECTURAL PLANS FOR LIGHTING SPECIFICATIONS. OUTDOOR
KOHL'S DEPT,tTORES INC.
LIGHTING SHALL BE ARRANGED TO DEFLECT GLARE AWAY FROM
ADJOINING PROPERTIES AND PUBLIC STREETS PER SECTION 165-35A
(
890/1225
TM " (( A)) 40E
'zoNBU M-1 ��
USEi�ISTRiBUTION CENTER �� ��
,,,,�,
(,> CONEX -
EXISTING BOX
SECURE
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(E) EXISTING
(P) PROPOSED
LITTLELEAF LINDENS
(D
(R) TO BE RELOCATED
(R) RELOCATED
OF THE FREDERICK COUNTY ZONING ORDINANCE. 11 .1 / J. ,,-'' EQUIPMENT I x ! LANTZ CONSTRUCTION
�' 4� x STORAGE !. 9 4 1484
11. NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION. `� , I ! TM ZONED M) 10
� � (z) CONEx ! ZONED M-1
12.) THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. AD FOR TRgIJSFORMER eoxEs j USE: VACANT
13.) THERE IS NO ADDITIONAL SIGNAGE REQUIRED WITH THIS PLAN. �� PHASE II �/ 6.1 6' 4 c UNITS pqp f i
ADDITION
14. LIMITS OF CONSTRUCTION SHALL BE CONTAINED WITHIN THE , --, DUMPSTER
,' ADDITION) �' -� PAD (z) CONEx "
PROPERTY LINES. / goxEs
15.) NO OUTDOOR TRASH RECEPTACLES PROPOSED WITH THIS ADDITION. �,� / / U U AIR I (10) EXISTING 2"
/ / L COMPRESSOR PAD SOR
16.) ADDITION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE 5 LITTLELEAF LINDENS
BUILDING CODE AND SECTION 304, USE GROUP B (BUSINESS) OF THE \dot ��� �/ (SEE DETAIL As ;
BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLY ,,'Gott / SHEET C-6)rq
ARE CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. °� / of . ' W � 5E+
e� / � d / Q _j EX. OFFICE
17.) EXISTING STAIRWELLS ARE SEPARATE FIRE ZONES. ADDITIONAL FIRE,- \t j\ / / cl / O W o E.E.=7o�.50 - Q
ZONES TO BE DEFINED IN ARCHITECT'S PLANS.-\�o ���i //3 P OPOS a 6) EXISTING ; i 1
� / ( DOGWOODS 2(" DOGWOODS i i cL`'i1 (Z
(SE E DETAIL
NEW PULL BOX
SHEET C — 6 I , I I
/ // - ) 83.72 Q
e�i' SIDEWALK V WV � ' AL
existing 20 %, / , SAWCUT I+ , ; +---f W,,i
�, sanitary sewer I % �1, 'REMOVE EXIS G-. / _ P P I__ _ _ � --1-- -1- _ 3E ----- 4E 9E I �, A.L-1
. easement
bk 693, pg 434
EX. SS MH TOP=673.53
NV.IN=662.20 '• PVC
NV.IN=662.08�88• PVC
INV.OUT=661.73(8" PVC)
* PARKING LOT
LANDSCAPING ANALYSIS
`l
16 ADDI/f IONAL
NEW
E
�j
SPACES)
LOT 7A
/
7 3.6 54 C.
/ ems.
\
5P
/
pL
75' TBA
7�7
_.-.-
30j CMP
\ INV.=�74.91 2' CURB CUT —
7P
3R
STD
(SEE
\
2' CURB CUT
EX. 24"
INV.=681
(2) LITTLELEAF LINDENS
(2)
RELOCATED FROM
PROPOSED 2"
SOUTH END OF
TTLELEAF
PHASE I PARKING �TI
6 LINDENS
(SEE LANDSCAPE
SCHEDULE SHEET C-6)
ADAMS FAMILY LTD.
912/1011
�\ �� , `�\
_ ._.._
.
► mac.._ _ ._
._.._ ._ ._.._ ._ ._.I �� i
TM 64F ((1)) 6
--o'
GUARDRAIL
_I
ZONED M-1
USE: VACANT
�\ o ,�\ �.`\ "."
-------------------�'
°'H�---------------
S4 �..
6 51'36"
_
�a-�O-
---------
--------------------
_W `
M
AVIATION DRIVE —ROUTE 990
(FORMERLY CESSNA DRIVE)
`---________
6WIDE
GUARDRAIL
POSTED SPEED LIMIT-25MPH
--------------
PERIMETER LANDSCAPING
TOTAL IMPERVIOUS AREA..................................26,020 S.F.
TREES REQUIRED - 1 PER 2000 S.F. ...................13
TREES PROVIDED.......................................................21 (LITTLE LEAF LINDENS)
A
INTERIOR LANDSCAPING MINIMUM REQUIRED..................................5.0% = 1032 S.F. 4 Q
AREA PROVIDED.......................................8.8% = 2285 S.F. A
TREES REQUIRED - 1 /10 SPC'S....... 63 SPC'S/10 = 6.3
'TREES PROVIDED...........................................................7 (DOGWOODS)
REVISED PER 6-10-2003 REVISION TO FREDERICK COUNTY
CODE 165-27-11-A&B
------- -
------ --- err
till
EX. SS MH TOP=697.96
INV.IN=687.42(8" PVC)
INV.OUT=687.43(8" PVC) ,y\ EX. 30" CMP
DABONAIR DEVELOPMENT INV.-692.73
746 517
TM 64 ((1)) 3
ZONED M-1
USE: COMMERCIAL INDUSTRIAL
EX, SS MH TOP=702.53�
INV.IN=688.92(8" PVC)
NV.OUT=688.85(8" PVC)
DATALUX CORPORATION \° ,
746/841
TMZONED((M-)1 2
USE: RETAIL AND SERVICE
N/A
A
SEE NEW TABLE
THIS SHEET
GEORGE & VICTORIA HENZEL
795 1559
TM 64 ((1)) i
ZONED M-1
USE: RETAIL AND SERVICE
WOODLANDS ANALYSIS
FOR MASTER DEVELOPMENT PLAN
AIRPORT BUSINESS PARK
ACRES: 3.665 (+/-)
niiiiiiiiiiiia s0 go ACRES:
AREA BEFORE DEVELOPMENT: 75,750 S.F.
WOODED AREA AFTER DEVELOPMENT:
DOGWOODS
0 C)
PARKING LOT ANALYSIS
1 SPACE PER 250 S.F. OF OFFICE SPACE.
1 SPACE PER ACTUAL EMPLOYEE OF STORAGE/LAB/STAGING AREAS.
0
FOOTPRINT
TOTAL
ACTUAL
ACTUAL
ACTUAL
REQUIRED
(S.F.)
FLOOR
OFFICE
STORAGE
LAB AND
PARKING
AREA
AREA
EMPLOYEES
STAGING
SPACES
(S.F.)
(S.F.)
EMPLOYEES
EXISTING
4800
9600
6450
2
2
30
BUILDING
PROPOSED
2870
5740
4000
0
0
16
ADDITION
46 PARKING SPACES REQUIRED
63 '5k PARKING SPACES PROVIDED
� 3 HANDICAPPED SPACES PROVIDED IN COMPLIANCE WITH BOCA TABLE 1105.1.
TRIAD ENGINEERING, INC.
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NOTES:
1.) GRADING TO BE EXECUTED IN
PHASE 1: PROPOSED PARKING
PHASE 2: PROPOSED BUILDING
CONTRACTOR TO PLACE SILT FE
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UDENNIE D. DUNLAP IDa
No. 035809
��ONAL E
REVISIONS TO SHOW TREE PLACEMENT
FOR CLARITY ONLY. REFER TO SHEET C-4
A
ENVIRONMENTAL CORRIDOR
I IMPACT
AREA UNDER ENVIRONMENTAL EASEMENT: 36.120 S.F.
AREA AFFECTED BY GRADING: 0 S.F.
UNDISTURBED PERCENTAGE: 100%
AREA OF ENVIRONMENTAL CORRIDOR ON TRIAD PROPERTY
IS EXCLUSIVELY WOODED, WITH THE EXCEPTION OF THE
EXISTING 20' SANITARY SEWER EASEMENT ON THE
WESTERN CORNER.
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GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion
and sediment control proctic s 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 maintalned 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
erasion 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 dose of the day. The
contractor shill be responsible for the ultimate removal of all temporary
sediment control devices.
CONSTRUCTION NOTES
I. The controctor will be responsible for applying for and obtaining any
necessary disturbance permits which may be required by Frederick
County 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 shail 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 at the rate of 2 tons per
acre.
c. Seed with the following mixture:
Seed Type Rate Min. Purity
Min Germ.
Tall Fescue 60 Ib./oc. 97X
85X
Red Clover 8 Ib./ac. 95X
65X
Landing Clover 8 Ib./oc. 95%
65X
Annual Ryegrass 12 Ib./ac. 98%
85%
d. Small grain straw mulch shall be spread at the rate of 1.5 tons
per acre.
e. 10-10-10 fertilizer shall be spread at the rate of 1,000 lbs. per
acre.
SUBGRADE (9D 9 5
LO
0.50" N
EXPANSION JOIN 0
MATERIAL
� _jA
SUBGRADE ® 95%' to
EXPANSION JOINT
O. 1 O"
SUBGRADE 0> 9 5
CON TF2 ACTI ON JOI N T
TYP I C A L
SIDEWALK DETAILS
NOT TO SCALE
TEMPORARY SEEDING
PLANTING DATES: SPECIES RATE IN LBS. PER ACRE
SEPT. 1 — FEB. 15 50 —100 lbs. / acre
ANNUAL RYEGRASS (LOLIUM MULTi—FLORUM) 50%
CEREAL (WINTER) RYE (SECALE CEREALE) 50%
FEB. 16
— APR. 30
60 — 100lbs. / acre
ANNUAL RYEGRASS (LULIUM MULTi—FLORUM)
100%
MAY 1 —
AUG. 31
50lbs. /
acre
GERMAN MILLET (SETARIA ITAUCA)
100%
PERMANENT SEEDING
MINIMUM
CARE LAWN (COMMERCIAL OR RESIDENTIAL)
200-250
lbs. / acre
KENTUCKY 31 OR TURF -TYPE TALL FESCUE
90-100%
IMPROVED PERENNIAL RYEGRASS
0-10%
KENTUCKY BLUEGRASS
0-10%
HIGH -MAINTENANCE LAWN
125 lbs.
/ acre
MINIMUM OF THREE (3) MAXIMUM OF FIVE (5)
VARIETIES OF BLUEGRASS FROM APPROVED UST
FOR USE IN VIRGINIA
GENERAL
SLOPE (3:1 OR LESS)
150 lbs.
/ acre
KENTUCKY 31 FESCUE
85%
RED TOP GRASS
3%
SEASONAL NURSE CROP**
12%
GENERAL
SLOPE (STEEPER THAN 3: 1)
150 lbs.
/ acre
KENTUCKY 31 FESCUE
70%
RED TOP GRASS
3%
SEASONAL NURSE CROP**
13%
CROWNVETCH****
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.
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4•X4• 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW i
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
100,
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
WIRE
SOURCE: Adapted from installation of Straw and Fabric Filter Barriers for Sediment Control, PIAi[ 3.Or1
tV
%wmd
CONTRACTION JOINTS (TYP)
SEE NOTE 2 FOR !SPACING-
LANDSCAPESCHEDULE
QUANTITY
PLANT NAME (LATIN)
PLANT NAME (COMMON)
SIZE
SPACING
REMARKS
10 Existing
(E)
Tilia Cordata
Littleleaf Linden
2"
caliper
per
plan
B
Bc
B
4 Relocated
(R)
Tilia Cordata
Littleleaf Linden
2"
caliper
per
plan
B
8c
B
4
7 Proposed
P
Tilia Cordata
Littleleaf Linden
2"
caliper
per
plan
B
8c
B
6 Existing
E
Cornus Florida
Flowering Dogwood
2"
caliper
per
plan
B
8c
B
�K 3 Proposed
P
Cornus Florida
Flowering Dogwood
2"
caliper
per
plan
B
8c
B
�c (Additional)
�c* (Existing to
be Relocated on site)
40' MAX SPACING
ETWEEN EXPANSION JOINTS—
NOTES:
EXPANSION F CO 6 CT UPj
1. ALL SIDEWALKS SHALL BE 6- THICK JOINTS (TYP)
UNLESS OTHERWISE NOTED.
2. CONTRACTION JOINTS SHALL BE SPACED
AT 3' FOR 'WIDE SIDEWALKS.
STANDARD JOINT LAYOUT
FOR CONCRETE SIDEWALKS
NOT TO SCALE
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. T THE STAKES. 2. EXCAVATE A 4"X 4`
UPSLOPE ALONG THE
STAKES..
6'MAX.
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOW
4.
BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLAI
(PERSPECTIVE VIEW)
FLAW
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
SOURM Adapted from ImtaBetm ci Straw and Fabric Filler Berrm for Sedimmt ConKTA. O6'1rC
ser.00d and wyant
OF
PUTS. 806-2
2' HOT ASPHALTIC CONCRETE
SURFACE SM-2A
CRUSHED AGGREGA
BASE TYPE 1. 21-B
COMPACTED TO 95X
STANDARD PROCTOR
DENSITY.
SUBGRADE COMPACTED TO
95% STANDARD PROCTOR
DENSITY.
TYPICAL STANDARD DUTY
PAVEMENT SECTION
NOT 'TO SCALE
FILL WITH GROUT
AND CROWN TOP-
6* DMA. SCHEDULE
40 STEEL PIPE
PAINTED YELLOW-
18" DIA. CONCRETE
ENCASEMENT
TYPICAL BOLLARD DETAIL
NOT TO SCALE
J
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0ElOI !® a 40 WH Olt LEIS
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COId CLAD ! SUM HAWN A RMN INRRI OFPIN OF 7' N
rASE0.
ON NUiAL Hq VS AND 45 MPH
OF 3aC OR LM EIILM FACE OF CIR�
As RAOIIIL CpsHA
Olt LENS N Owl a NaIRBAN
AREAS
Cue R 0LPAID n EtR
In rRTI1 MAY W 110114MAR CM CW N PLAM
OONIWX 10 K CLASS A3 F OAST N RACE,
4000 PAL F Pi OMW.
COMBINATION
6" CURB & GUTTER (CG-6)
NOT TO SCALE
1
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SLOPE VARIES IN
DIRECTION AND PERCENTAGE.
REFER TO
GRADING PLAN
PROPOSED
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INTERNATIONAL SOCIETY W w� AMit oRn�
PAKif� L. 61821
OF ARBORICULTURE (21� 3�11
21 355-9516 FAX
DO NOT HEAVILY PRUNE THE TREE AT PLANTING.
PRUNE ONLY CROSSOVER L.MBS, CD -DOMINANT
LEADERS. AND BROKEN OR DEAD BRANCHES.
SOME INTERIOR TWIGS AND LATERAL BRANCHES
MAY BE PRUNED; HOWEVER, DO NDT REMOVE
THE TERMINAL BUDS OF BRANCHES 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 APPR(NAL OF THE LANDSCAPE
ARCHITECT. SEE WRAPPING DETAIL
MARK THE NORTH SIDE OF THE TREE N
THE NURSERY, AND ROTATE TREE TO FACE EACH TREE MUST BE PLANTED SUCH THAT THE
NORTH AT THE SiTE WHEN EVER POSSIBLE TRUNK FLARE IS VISIBLE AT THE TOP OF THE
ROOT BALL TREES WHERE THE TRUNK FLARE IS
RING NOT VISIBLE SHALL BE REJECTED. DO NOT
MULCHSET TOP OF ROOT BAIL FLUSH TO IBM MIA (6 FL)DIMI. MN. COVER THE TOP OF THE ROUT BALL WiTH SOIL
GRADE OR 25-50 MM (1-2 IN.) 2400 MM 8FT. DAM. PREFERRED
HIGHER N SLOWLY DRAINING SONS.
no MM (8 N.
r r r r r ,
r r r it r 'r'i it r 100 MM (4 N.) HIGH EARTH SAUCER
r r r 1r� 1rtrtr rmff 'i ,','r', BEYOND EDGE OF ROOT BALL
50 MM (2 N.) MULCH. DO NO PLACE
MULCH N CONTACT WITH TREE ,°r'r'i ,'r' 'r �r r r REMOVE ALL TWINE, ROPE AND MARE. AND
TRUNK MAINTAIN THE MULCH r r r r r r r r r r r r r y r r r r r r r r r r r r
WEED -FREE FOR A MINIMUM OFr r rrrrrr rrr r�r r�r�r�rrr1r r r r BURLAP FROM TOP HAIf OF ROOT BALL
THREE PEARS AFTER PLANTING. F PLANT 6 SHIPPED WiTH A WIRE BASKET AROUND THE
ROUT BALL. CUT THE WIRE BASKET IN FOUR PLACES
AND FOLD DOWN 200 MM (8 IN.) INTO PLANING HOLE
H; FOR DIMENSIONS OF PLACE ROOT BALL ON UNEXCAVATED
PLAREAS, TYPES OF SOIL OR TAMPED SOIL
ANING
AMENDMENTS, OR SOIL REPLA MENT. TAMP SON. AROUND ROOT BALL BASE
SEE 'SOIL NMPROVEMENT DETAILS.* FIRMLY WiTH FOOT PRESSURE SO THAT
ROOT BALL DOES NOT SHIFT.
NOTES
1. PLEASE REFER TO INTRODUCTION AM 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 6 LARGER THAN 2400 MM (8 Fr.)
SOURRE, OPEN TO '4E SKY, AND NOT COVERED 13Y ANY PAYING OR GRATING.
CHANNEL INSTALLATION
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.
L\TH�pFi/'�
�il/VV�'rr
U DENNIE D. DUNLAP III a
No. 035809
-7 /Z S /0 S- �w
1
�SIONAL ��
A
B
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 30 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.
B. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6` DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711
USA 1-800-772-2040 CANADA 1-800-448-2040
NORTH
AMERICAN
GREEN
TRIAD ENGINEERING, INC
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GENERAL NOTES
1. Contractor shall furnish all materials® labor and equipment required
and snail perform all work including restoration for the completed
installation of utility systems and all other improvements shown or
imp lied as necessary. Unless otherwise noted, specifications for all
work will be in accordance with the applicable Standards and Contract
Specifications of the Virginia Department of Transportation. Virginia
Department of Health. County of Frederick, and the contract documents.
2. Any discrepancies found between the drawings and specifications.
and site conditions or any inconsistencies or ambiguities in drawings
or specifications shall be immediately reported to the engineer in
writing. who shall promptly address such inconsistencies or ambiguities
in writing. Work done by the contractor after his discovery of such
discrepancies, inconsistencies or ambiguities. without clarification from
the engineer of records shall be done at the contractor's risk.
3. Contractor to verify the exact location of all existing utilities and
notify the Engineer of any conflicts with existing and proposed
utilities. Damage to existing utilities shall be the Contractor's
responsibility. Forty-eight (48) hours prior to any excavation
call "Miss Utlll+y" 1-800-552-7001.
4. Contractor shall be responsible for all construction stakeout. All
dimensions and elevations shown on the contract documents shall be
field verified by the Contractor prior to beginning work.
5. Contractor shall obtain, at his expense, all permits required prior to
starting work and shall adhere to the conditions imposed.
6. Any unusual subsurface conditions encountered during the course
of the work shall be brought to the attention of the Geotechnical
Engineer / Owner.
7. Access by emergency vehicles must be maintained at all times. Access
to fire hydrants must not be impeded at any time by parked cars,
construction materials. soil stockpiles. etc.
8. Refer to architectural drawings for exact building dimensions.
141IM"Mallsis
EARTHWORK NOTES:
1 A l l rn i t ru_ i r i I i ir,or1 fnr f i I I or hnrl - f i I I shn I I hA frAA of wood, roots.
i vuu I aer 5 or ally otndr, nun -compact i b I a sot 1 type muter i a l.
Unsatisfactory materials also include man-made.fills and refuse
debris derived from any source.
2. Satisfactory material for use as fill for public streets include materials
classified in ASTM D-2487 as GW. GP, GM, GC. SW, SP, SM, SC.
ML and CL groups. The moisture content shall be controlled within
plus or minus 2 percentage points of optimum to facilitate compaction.
Generally, unsatisfactory materials include materials classified in ASTM
D-2487 as PT. CH. MH. OL. OH. and any soil too wet to facilitate
compaction. CH and MH soils may be used subject to results of the
Geotechnical Report and upon approval from VDOT. Soils shall have
a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have
a plasticity index less than 17.
3. Materials used to construct embankments for any purpose, back -fill
around drainage structures or in utility trenches or any other depression
requiring fill or back -fill shall be compacted to 95% of maximum density
as determined by the standard proctor test as set out in ASTM Standard
D-698. The contractor shall* prior to any operations involving filling or
back -filling, submit the results of the proctor test together with a certification
that the soil tested is representative of the materials to be used on the
project. Tests shall be conducted by a certified materials testing
laboratory and the certifications made by a licensed professional
engineer representing the laboratory.
4. Compaction of fill material under building slabs shall be based upon
recommendations of soils engineer after completion of standard proctor
test and shall meet bearing requirements of architect for buildings. The
contractor shall be responsible for testing.
i
5. Embankment fill and trench back -fill shall be placed in lifts at a maximum
uncompacted depth of 8 inches and 6 inches. respectively. Density tests
shall be conducted at the following minimum frequencies:
(a) embankments for roads, streets, domst etc.:
one test per lift per 10.000 square feet of lift.
(b) back -fill around structures and in trenches:
one test per lift per 500 linear feet of trench.
6. Changes or revisions to these construction plans shall not be made
without approval by the owner, engineer and all regulatory agencies.
VDOT GENERAL NOTES:
1. All work on this project shall conform to the latest editions of the
Virginia Department of Transportation (VDOT) Road and Bridge
Specifications. and Standards. The Virginia Erosion and Sediment
Control Regulations and any other state, federal or local regulations
applicable. In the event of conflict between any of these standards,
specifications or plans, the most stringent shall govern.
2. All construction shall comply with the latest U.S. Department of
Labor Occupational Safety and Health Administration and VOSH
Rules and Regulations.
3. When working on VDOT right of way, all traffic control, whether
permanent or temporary, shall be in accordance with the current edition
of VDOT's work area protection manual. Furthermore, all traffic control
floggers must be certified in accordance with VDOT's January. 1994
(or latest edition of) Road and Bridge Specifications. Section 104.04-C.
4. Design features relating to construction or to regulation, control and
safety of traffic may be subject to change as deemed necessary by VDOT.
5. Prior to initiation of work. Contractor shall be responsible for acquiring
a I I necessary VDOT land use permits for any work on VOOT right of way.
6. If required by the local VDOT Residency Office, a preconstruction
conference must be arranged and held by the engineer and/or developer
with the attendance of the contractor. various County agencies. utility
companies and VDOT prior to initiation of work.
7. Contractor shall notify the local VDOT Residency Office when work is
to begin or cease for any undetermined length of time. VDOT will also
require 48 hours notice for any inspection.
8. The contractor will be responsible for maintaining adequate access to
the project from the adjocent public roadway through construction and
maintenance of a construction entrance in accordance with the Virginia
Erosion and Sediment Control Handbook, Sec. 3.02. Furthermorev access
to other properties affected by this project shall be maintained through
construction.
SITE
PLAN NOTES:
1.
Parcel area: 3.665 acres
2.
7nning: M-1
3.
Use: business
4.
Property Identification U: 64F ((1))
Parcel 8
5.
Magisterial District: Shawnee
6.
Building Setbacks Required:
Front= 75'
Side= 25'
Rear= 25'
7.
Building Setbacks Provided:
Front= 193.25'
Side= 83.59' (to the North)
Side= 310.12' (to the South)
Rear= 77.37'
8.
Building Area= Proposed Addition:
5.740 sq. ft.
Existing: 9.600 sq.
ft.
Total Building Area:
15,340 sq. ft.
9.
F.A.R.= 9.600+5.740 / 3.665 acres43.560
sq. ft.
=15.340/159.647=0.096
ABBREVIATIONS
C/L OR CL
CENTERLINE
CONC.
CONCRETE
DIA.
DIAMETER
EG
EXISTING GAS
EL.
ELEVATION
ESMT.
EASEMENT
EW
EXISTING WATER
EX.
EXISTING
F.E.
FOUNDATION ELEVATION
F.E.S.
FLARED END SECTION
iF.H. or F/HYD
FIRE HYDRANT
FL
FIRE LINE
F.W.
TOP OF FOUNDATION WALL
G.V.
GATE VALVE
HORIZ.
HORIZONTAL
INV.
INVERT
LAT.
LATERAL
LT.
LEFT
M/H
MANHOLE
MIN.
MINIMUM
NE
NORTH EAST
NW
NORTH WEST
P.C.
POINT OF CURVE
P.I.
POINT OF INTERSECTION
P.T.
POINT OF TANGENT
PVC
POINT OF VERTICAL CURVE
PVI
POINT OF VERTICAL INTERSECTION
PVT
POINT OF VERTICAL TANGENT
R
RADIUS
R.D.
ROOF DRAIN
RT.
RIGHT
SAN. SEW. or S
SANITARY SEWER
SEW.
SEWER
ST'D
STANDARD
STM. SEW.
STORM SEWER
SE
SOUTH EAST
SW
SOUTH WEST
T.C.
TOP OF CURB
TPD
TRIPS PER DAY
VERT.
VERTICAL
W/L
WATERLINE
X-ING
CROSSING
EXISTING PROPOSED
ROADS
------------- ®.®. ROAD CENTERLINE
CURB TAPER
-------------
SIDEWALKS
I� I BUILDINGS
-x FENCE
DECIDUOUS TREE
®r®
u4.
}+= CONIFEROUS TREE
................... PROPERTY LINE
M 300=1 STORM SEWER
- - 2900 - - 2900 INDEX CONTOUR
---- 2898---- zsa® INTERMEDIATE CONTOUR
x SPOT ELEVATION
2 8 7 6.3
•®-®-®-®-®-® LIMITS OF CLEARING
AND/OR GRADING
DENNIE D. DUNLAP III
No. 035809
k. °�o 7 ems
SSIONAL�G
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SITE ANALYSIS
OWNER:
TRIAD ENGINEERING, INC.
200 AVIATION DRIVE
WINCHESTER, VA 22602
TAX MAP NO. 64F ((1)) PARCEL 8
DEED BOOK NO. 966, PAGE 447
ZONING: M-1
ACRES: 3.665
EX SS MH TOP=673.53
NV.IN-662.20t8" PVC)
NV IN=662.08(8" PVC)
INV.OUT=661.73(8 PVC)
SS MH TOP=686.50
INV.0UT=675.95J PVC)
/ °(( _
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/ e� - 4" SANITARY_-----
' f SEWER -
SS MH TOP=678.89 �' - :.,',- -- -- _ �.r --------------- 7---- " --- - - - - - - - - - - - - - - - -
INV.IN=669.04(8�' PVC --------- --; -
( _�^ - ADAMS FAMILY LTD. _
INV.IN=668.83 8'• PV ' """� 826 479 - ,>. ' � � ., -' "- ,,''- �'. ,--� _--------------- T ,
INV.OUT=668.91(8;-PVC) s TM 64 �(A)) 40 /y /'----------------�--------
�' ZONE M-1 -
-----
USE: VACANT -' // - -"--------------i ----- -r— ---
---------- -- I--- ! M -----
KOHL'S DEPTitTORES INC. "--" //; ,r' � x I x
890/1225 -- ", /
TM�ZONEDAfv( -140E % -// i - j%� (1) I --
/ - / -?/'� EXISTING CONEX
Jf)ISTRIBUTION CENTER / -' / ; BOX
I i
SECURE
/ EQUIPMENT x ! LANTZ CONSTRUCTION
cp, // /. '-// ,'�l'// x STORAGE I I TM 26/1484
F (( )) 10
(2) CONEX ! ZONED M-1
/// PAD FOl TRANSFORMER BOXES I ! USE: VACANT
4 A/C UNITS PAD I ! , r
s-' IleD R i
,
/, ��--�,-------------------- �I PAD x
/ (2) CONEX
/ / /,� '' / -"�' /.i ✓''' I_-, BOXES
/ AIR i
F..�/ %' / / ! COMPRESSOR
, / i / ; PAD
0/ ' I x�
/ ( ;GAS i
O/ '/ �'' � 1 I x I x ` r----- - x i
%d°:' / o EX. OFFICE I /�
00dt / z F.F. = 707.50 i- i -- `U-
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existing 20
sanitary sewer
/ y j ,, / ,/ ni
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easement / / ,' / �,� / ' as ' �1 c)i !
bk 693, P9 434 // w` �a-a---------------- -- -----
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-
' V�H 1 LANTZ CONSTRUCTION
\ / \ - ------- I I J I I 926/1484
/'! I ----- ; i ,- TM 64F ((1)) 9
--------' / ,-------- I ( ZONED M-
\ SETB I I I 1
USE INDUSTRIAL - ------ ---- _ \
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/ ` \ \'- _ \ _"--- -- __------_- -- .✓ `I 1 1, r ilil I 1 jt I , 1
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- ----- DITCH-.INV.=686.18
--- ----- _ ---' ---
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-- -"" ---- / i' r r' i i� �� iil I II 1 X. I�TI\GRA`TE
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----- - - - ----- TELE.
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_ --
\\�-Y----------------- _"'_--- --- __ _---------- TRANS _ ; 4 II ;. 1b� 82 P9 1657
\ a ---"" ----------------- ------ - - -- - - - - p- -
ADAMS FAMILY LTD. \v�' \ \ '"-� - - -- _-- _--
1
TM 64F ((1)) 6 0 \ �i ' (\ --'' - _ fit_" / — errtiz-O-0�- p~ GUARDRAIL\ -I`` .-).
ZONED M-1 ; ------ -
USE: VACANT \ �o `�- �\ - fo�o __--------------------------' °°wv------------ 2
___ 51.5
\ \ _
_ l
AVIATION DRIVE —ROUTE 990 Fp ----
\ (FORMERLY'`CESSNA DRIVE) — _ -__
I `-------- -
j GUARDRAIL 60' 'NODE
POSTED SPEED LIMIT-25MPH --
E.P.
,- ---------
/ --- , --__-- ----
EX. SS MH TOP=702.53--
--\, / INV.IN=688.92(8" PVC) �\ ���-�---
C�r� INV. OUT=688.85(8'•'J \\\� r, /�
DATALUX CORPORATION a\ �/� GEORGE & VICTORIA HENZEL
746/841 795/1559
TM 64F ((1)) 2 \�'i TM 64F (0 )) 1
1' ZONED M-1 ZONED M-1
EX SS MH TOP=697.96 \ 1', USE: RETAIL AND SERVICE USE: RETAIL AND SERVICE
NV.IN-687.42(8" PVC)
NV.OUT=687.43(8 PVC)
EX. 30" CMP
DABONAIR DEVELOPMENT INV. =692.73
TM 64F/((1)) 3 CURVE TABLE
ZONED M-1
USE: COMMERCIAL INDUSTRIAL
CURVE
ARC
DELTA
RADIUS
TANGENT
CHORD
DIRECTION
CHORD
LENGTH
C1
219.80
28"37'19
440.00
112.24
S32^32'56"W
217.52
QDENNIE A DUNI AP Ina
No. 035809
�SIONAL E�
EXISTING CONDITIONS
BUILDING
TOTAL
ACTUAL
REQUIRED
REQUIRED
REQUIRED
AVAILABLE
FOOTPRINT
FLOOR
OFFICE
OFFICE
LAB
STORAGE
PARKING
(S.F.)
AREA
AREA
PARKING
PARKING
PARKING
(S.F.)
(S.F.)
4800
9600
6450
26
2
2
30
TRIAD ENGINEERING, I
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NOTES:
1.) ALL PROPOSED RADII ARE 5' UNLESS OTHERWISE NOTED.
2.) ALL SITE DIMENSIONS ARE TO THE FACE OF CURB OR
BUILDING UNLESS OTHERWISE SHOWN.
3.) MAXIMUM BUILDING HEIGHT FOR ZONING DISTRICT M-1 IS 60' 41
PER SECTION 165-83A OF THE FREDERICK COUNTY ZONING IN MH =675.9 (8"
INV.OUT=675.95(8" PVC) �
'1
ORDINANCE. THE HEIGHT OF THE EXISTING BUILDING IS
25-4". THE HEIGHT OF THE PROPOSED BUILDING IS 25-4". v -
4.) CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING
UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. W� "--
�' --
5.) UTILITY SERVICE TO THE BUILDING ADDITION SHALL BE PROVIDED V
FROM THE EXISTING BUILDING. CONTRACTOR SHALL RELOCATE EXISTING --
GAS AND POWER ONLY AS REQUIRED SUBJECT TO OWNER'S APPROVAL. z 01
4 6.) REFER TO THE ARCHITECTURAL/STRUCTURAL DRAWINGS FOR THE-
\ - -
ROUTING OF UTILITIES WITHIN THE PROPOSED ADDITION. ALL 00-(I o
°��
UTILITIES WILL BE PLACED UNDERGROUND. J\J\�
7.) REFER TO ARCHITECTURAL/STRUCTURAL DRAWINGS FOR FOUNDATION
1 ,
DETAILS AT DOOR LOCATIONS, STOOPS, ETC. - 4' SANITARY
� � _ - `,f SEWER
8.) THOUGH NOT SPECIFICALLY DEPICTED HEREIN, SCOPE OF WORK FOR SS MH TOP=678.89 _ - - - ,i--------------
THE PROPOSED BUILDING ADDITION SHALL INCLUDE ALL REQUIRED INVIN=669.04 8" PVC _ - -"QDAM8 FAMILY LTD.
INV.IN=668.83�8" PVC' 826/479
INV. OUT=668.91(8�-PVC) ' TM 64 �(A)) 40
DEMOLITION. '
0. ROOF RUNOFF SHALL BE CONVEYED AWAY FROM THE BUILDING '' USE. VACANT
EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS. REFER TO
00
ARCHITECTURAL DRAWINGS FOR RELOCATION OF EXISTING ROOF DRAINS - '
AND LOCATION OF PROPOSED ROOF DRAINS.
10.) ALL OUTDOOR LIGHTING FIXTURES ASSOCIATED WITH THIS BUILDING
ADDITION ARE SURFACE MOUNTED ON THE FACE OF THE BUILDING. SEE
ARCHITECTURAL PLANS FOR LIGHTING SPECIFICATIONS. OUTDOOR KOHL'S DEPT tTORES INC.
890/1225
LIGHTING SHALL BE ARRANGED TO DEFLECT GLARE AWAY FROM ,zoNE�Ad-140E `� (,) coNEx -I
ADJOINING PROPERTIES AND PUBLIC STREETS (PER SECTION 165-35A USE:.'bISTRIBUTION CENTER �� EXISTING Box
SECURE I
UTTLELEAF LINDENS DOGWOODS
e
(E) EXISTING C)
(P) PROPOSED 0 +
(R) TO BE RELOCATED
(R) RELOCATED
OF THE FREDERICK COUNTY ZONING ORDINANCE. �� / �_ ,,-'' EQUIPMENT I x LANTZ CONSTRUCTION
/ / ���-' / / x STORAGE ': 926/ 1484
11. NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION. ! TM 64F ((1)) 10
(2) CONEX I ZONED M-1
12.) THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. I AD FOR TRANSFORMER BOXES j USE: VACANT
13.) THERE IS NO ADDITIONAL SIGNAGE REQUIRED WITH THIS PLAN. �� PHASE II �� 6_1 6' a c UNITS PAD 1
14.) LIMITS OF CONSTRUCTION SHALL BE CONTAINED WITHIN THE (BUILDIN �,� DUMPSTER
�' ADDITION) / /' (� r PAD (z) coNEx x
PROPERTY LINES. / BOXES
AIR
15.) NO OUTDOOR TRASH RECEPTACLES PROPOSED WITH THIS ADDITION. �.,' / U U COMPRESSOR (10) EXISTING 2"
16.) ADDITION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE / L PAD i LITTLELEAF LINDENS
��°`'% -5' CONC. S/W I x
BUILDING CODE AND SECTION 304, USE GROUP B (BUSINESS) OF THE of �o�" (SEE DETAIL As
BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLY /'Go<<`d ;: "// / SHEET C-6) I x I x------ x
ARE CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. ,''J�°� / \a°,'� / Q LL W °o EX. OFFICE =5E+
17.) EXISTING STAIRWELLS ARE SEPARATE FIRE ZONES. ADDITIONAL FIRE_ -\ oO- =;'// �� o°� / c� W O F.F.=707.50 vQ
II
ZONES TO BE DEFINED IN ARCHITECT'S PLANS. //PFOPOSa EXISTING I i i 1
e* / P °/ / DOGWOODS
2 DOGWOLd
ODS o �� Li
cn Z ; M
Y_
/ / /•� F,�O e�,J (SEE DETAIL ; I I� � � II
SH C-6) NEW PULL BOX
eI SIDEWALK / Xlvv' I IV9E
' " 2
tit I I I f existing 20' % / SAINCUT I+ I + + I I (W,-,iI
, sanitary sewed / �� ,'REMOVE EXIS G-� ,/ P P 1 +_ 2E 3EI4easement- - -- �-1 - --- --- - ------ --- -J I ---,I !
bk 693, pg 434
EX, SS MH TOP=673.53
NV, IN=662.20(8 PVC)
INV IN=662.08 8' PVC)
INV. OUT=661,73(8" PVC)
* PARKING LOT
LANDSCAPING ANALYSIS
T"'O'
0 - MATCH: E
P ASE I 0. _ (s WCcU
F� K-I fqG N c0. A� R
PHASE II I EX ANSIONARKLNG (PARKINGPAN,IONEXPANSIONDDI/tIONAL NEWPACES) LOT 7A 3.6 54 C. 5P 4P - 3P ; w ��= f,��FH
/
\ / I LL
WQ
75' TBA - - - i i' ZW0
7P y II'
\ INV. =�74Jo/CMP 2' CURB CUT --_ P A KING LOT WITH! - n�-aa _
\ STD. DUTY PAVEMENT
3 �I
(SEE D TAIL SHEET C-6) 1 II
2, CURB CUT EX. 24" CM
-----~I-1---`---
,ti�TTLELEAF LI N DENS (2)
RELOCATED FROM PROPOSED 2" �i ii Ex
p. SOUTH END OF I III ; TC
PHASE I PARKING AALILINDENS TTLELEAF
IN
(SEE LANDSCAPE
SCHEDULE SHEET C-6) TELE.
TRANS.PED. 36.21' I 11
\ \\ PAD 9A i 1
ADAMS FAMILY LTD_.-
f
912/1011 G l\ GUARDRAIL
TM 64F (Ml))1 6 \` \` - a--°-- --c- ��--0--��-°I�-'EP `
\ .\
USE: VACANT \\ p�'`,� �.\ - _�
' -----------------------------
13 I
E.P AVIATION DRIVE -ROUTE 990
/o (FORMERLY CESSNA DRIVE)
PERIMETER LANDSCAPING
TOTAL IMPERVIOUS AREA..................................26,020 S.F.
TREES REQUIRED - 1 PER 2000 S.F. ..................13
TREES PROVIDED.......................................................21 (LITTLE LEAF LINDENS)
A
INTERIOR LANDSCAPING Q
MINIMUM REQUIRED..................................5.0% = 1032 S.F. 4,
AREA PROVIDED.......................................8.8% = 2285 S.F. A
TREES REQUIRED - 1 /10 SPC'S....... 63 SPC'S/10 = 6.3
TREES PROVIDED...........................................................7 (DOGWOODS)
REVISED PER 6-10-2003 REVISION TO FREDERICK COUNTY
CODE 165-27-11-A&B - .. i
`GUARDRAIL 60' WIDE
POSTED SPEED LIMIT-25MPH
EX. SS MH TOP=697.96
NV.IN=687.42(8" PVC)
NV.OUT=687.43(8 PVC)
EX. 30" CMP
DABONAIR DEVELOPMENT INV.=692.73
746 517
TM 64 ((1)) 3
ZONED M-1
USE: COMMERCIAL INDUSTRIAL
EX. SS MH TOP=702.53--��@a��
NV.IN=688.92(8" PVC)
NV.OUT=688.85(8" PVC)
DATALUX CORPORATION
746/841 \ \'
TM 64F ((1)) 2 0�1�
ZONED M-1
USE: RETAIL AND SERVICE
A
30 0 30
i
_.._.._. _.._ ._ . 215.29' i
S4 A51'36•'W --..-. _..___ .
251.50• _ ._.._ ._ ---------
5
__E.P______
N/A
A
SEE NEW TABLE
THIS SHEET
GEORGE & VICTORIA HENZEL
795 1559
TM 64 ((1)) 1
ZONED M-1
USE: RETAIL AND SERVICE
WOODLANDS ANALYSIS
FOR MASTER DEVELOPMENT PLAN
AIRPORT BUSINESS PARK
ACRES: 3.665 (+/-)
so flo WOODED AREA BEFORE DEVELOPMENT: 75,750 S.F.
WOODED AREA AFTER DEVELOPMENT:
PARKING LOT ANALYSIS
1 SPACE PER 250 S.F. OF OFFICE SPACE.
1 SPACE PER ACTUAL EMPLOYEE OF STORAGE/LAB/STAGING AREAS.
0
FOOTPRINT
TOTAL
ACTUAL
ACTUAL
ACTUAL
REQUIRED
(S.F.)
FLOOR
OFFICE
STORAGE
LAB AND
PARKING
AREA
AREA
EMPLOYEES
STAGING
SPACES
(S.F.)
(S.F.)
EMPLOYEES
EXISTING
4800
9600
6450
2
2
30
BUILDING
PROPOSED
2870
5740
4000
0
0
16
ADDITION
46 PARKING SPACES REQUIRED
63 '5Q PARKING SPACES PROVIDED
� 3 %HANDICAPPED SPACES PROVIDED IN COMPLIANCE WITH BOCA TABLE 1105.1.
�L:ll
TRIAD ENGINEERING, INC
s o r- o n
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Number:
C-4
SCALE:1 "-30'
J.
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N0. TITLE KEY SYMBOL
3.05 SILT FENCE S F X X X X
NORTH AMERICAN
3.3g CEROSION AG
CONTROL
OLL M MAT
NOTES:
1.) GRADING TO BE EXECUTED IN
PHASE 1: PROPOSED PARKING
PHASE 2: PROPOSED BUILDING
CONTRACTOR TO PLACE SILT FIE
SUBJECT TO LIMITS NOTED BY 1
2.) CONTRACTOR TO ENSURE TH/
OCCURS WITHIN THE EXISTING
PER FREDERICK COUNTY DEPAF
DEVELOPMENT.
EX SS MH TOP=673.53
NV.IN=662.20(8 PVC)
INV IN-662.08 8' PVC)
INV.OUT=661.73(8" PVC)
3' MIN. 3' MIN.
NORTH AMERICAN
GREEN P30ON
1.0
TYPICAL DITCH SECTION/LINING
NOT TO SCALE
EX. SS MH TOP=697.96
INV.IN=687.42(8" PVC)
INV.0UT=687.43(8 PVC)
EX. 30" CMP
DABONAIR DEVELOPMENT INV.=692.73
/517
TM 646E ((1)) 3
ZONED M-1
USE: COMMERCIAL INDUSTRIAL
UJt: Kt IAIL AIVU JLKW_r_
SS MH TOP=686.50
INV.0UT=675.95(8 PVC)
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CAN T
4STRUCT10N
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D M-1
)USTRIAL
444,Z,'TH oF7_N_
UDENNIE D. DUNLAP ma
No. 035809
REVISIONS TO SHOW TREE PLACEMENT
FOR CLARITY ONLY. REFER TO SHEET C-4
ENVIRONMENTAL CORRIDOR
IMPACT
EA UNDER ENVIRONMENTAL EASEMENT: 36,120 S.F.
EA AFFECTED BY GRADING: 0 S.F.
DISTURBED PERCENTAGE: IOOX
EA OF ENVIRONMENTAL CORRIDOR ON TRIAD PROPERTY
EXCLUSIVELY WOODED, WITH THE EXCEPTION OF THE
STING 20' SANITARY SEWER EASEMENT ON THE
STERN CORNER.
30 0 30
60 00
ML:?lAl
TRIAD ENGINEERING, INC
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C-5
SCALE: 1 --30'
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion
and sediment control practices wit 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-slte 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 sit 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 dose 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 Frederick
County 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 find grades have been
achieved.
b. Add pulverized agricultural limestone at the rate of 2 tons per
acre.
c. Seed with the following mixture:
Seed Type Rate Min. Purity
Min Germ.
Tall Fescue 60 Ib./ac. 97%
85%
Red Clover 8 Ib./ac. 95%
65%
Landing Clover 8 Ib./ac. 95%
65%
Annual Ryegrass 12 Ib./oc. 98%
85%
d. Small grain straw mulch shall be spread at the rate of 1.5 tons
per acre.
e. 10-10-10 fertilizer shall be spread at the rate of 1,000 lbs. per
acre.
in
p D
77777
SUBGRADE ® 95i
O.5o" N
EXPANSION JOIN 0
MATERIAL_
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SUBGRADE (0 95i
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SUBGRADE ® 95%
CONTRACTION JOINT
TYPICAL
SIDEWALK DETAILS
NOT TO SCALE
TEMPORARY SEEDING
PLANTING DATES: SPECIES RATE IN LBS. PER ACRE
SEPT. 1 — FEB. 15 50 —100 lbs. / acre
ANNUAL RYEGRASS (LOLIUM MULTi—FLORUM) 50%
CEREAL (WINTER) RYE (SECALE CEREALE) 507.
FEB. 16 — APR. 30 60 — 100lbs. / acre
ANNUAL RYEGRASS (LULIUM MULTi—FLORUM) 100%
MAY 1 — AUG. 31 50lbs. / acre
GERMAN MILLET (SETARIA ITALICA) 100%
PERMANENT SEEDING
MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 lbs. / acre
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
IMPROVED PERENNIAL RYEGRASS 0-10%
KENTUCKY BLUEGRASS 0-10%
HIGH -MAINTENANCE LAWN 125 lbs. / acre
MINIMUM OF THREE (3) MAXIMUM OF FIVE (5)
VARIETIES OF BLUEGRASS FROM APPROVED UST
FOR USE IN VIRGINIA
GENERAL SLOPE (3:1 OR LESS) 150 lbs. / acre
KENTUCKY 31 FESCUE 85%
RED TOP GRASS 3%
SEASONAL NURSE CROP** 12%
GENERAL SLOPE (STEEPER THAN 3: 1) 150 lbs. / acre
KENTUCKY 31 FESCUE 70%
RED TOP GRASS 3%
SEASONAL NURSE CROP** 13%
CROWNVETCH**** 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.
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW /.
WIN
3. AiTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND Ir INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
FLe_��C:
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from installation of Straw and Fabric Filter Harriers for Sediment Contro4 FIAM ally
%avow t
CONTRACTION JOINTS (TYP)
SEE NOTE 2 FOR SPACING-
A A
LANDSCAPE SCHEDULE
QUANTITY
PLANT NAME (LATIN)
PLANT NAME (COMMON)
SIZE
SPACING
REMARKS
10 Existing
E
Tilia Cordata
Littleleaf Linden
2"
caliper
per
plan
B
8c
B
�}c* 4 Relocated
(R)
Tilia Cordata
Littleleaf Linden
2"
caliper
per
plan
B
Bc
B
4
7 Proposed
P
Tilia Cordata
Littleleaf Linden
2"
caliper
per
plan
B
8c
B
6 Existing
E
Cornus Florida
Flowering Dogwood
2"
caliper
per
plan
B
8c
B
�k 3 Proposed
P
Cornus Florida
Flowering Dogwood
2
caliper
per
plan
B
Bc
B
�c (Additional)
(Existing to
be Relocated on site)
40' MAX SPACING
ETWEEN EXPANSION JOINTS
II
NOTES: ""-EXPANSION—,"' \-FCC 1OF(TY
9. ALL SIDEWALKS SHALL BE 6" THICK JOINTS (TYP)
UNLESS OTHERWISE NOTED.
2. CONTRACTION JOINTS SHALL BE SPACED
AT S' FOR 'S' WIDE SIDEWALKS.
STANDARD JOINT LAYOUT
FOR CONCRETE SIDEWALKS
NOT TO SCALE
2' HOT ASPHALTIC CONCRETE
SURFACE SM-2A
CRUSHED AGGREGATE
BASE TYPE I. 21-B
COMPACTED TO 951E
STANDARD PROCTOR
DENSITY.
BGRADE COMPACTED TO
95% STANDARD PROCTOR
DENSITY.
TYPICAL STANDARD DUTY
PAVEMENT SECTION
NOT TO SCALE
FILL WITH GROUT
AND CROWN TOP-
6" DIA. SCHEDULE
40 STEEL PIPE
PAINTED YELLOW -
18" DIA. CONCRETE
ENCASEMENT
TYPICAL BOLLARD DETAIL
NOT TO SCALE
`�E �Y of 1NrE aU� Aw
In MMCyaCofIL11ElE '�
AT iM OPTM OF 7iE COr1RACtdt
�IAM MAY L 70 TAIL sL.oPE or SO-
PARALIl
11ILf dt+o It to K L Ma iM
's=
N 0 T E t UWMZ 00tWISM PM' M0 A
INNUM DEFIN OF T S
WED a 40 INK dt Las
Odd Owe t OUrI R HAMM A RADMIS � T~M
ON NOIRAL FNIMMY3 AND 48 INK
OF 3OU OR LM (NAM FACE OF OIA!)
SYHL E PAD FOR As RADAL C MA W
CR Elm N U M & suetmw
AMLeAg
cum • a "WL
7NRS NMlN MAY rfE PNE,1 N at CART N PL*AX
0011110MV 10 d CUM A3 F OAST N PL4M
4000 P.SI. F PIRI'W.
COMBINATION
6" CURB & GUTTER (CG-6)
NOT TO SCALE
I
i
s
UP` WWI
I � �iN K. �• 1 11-00
SLOPE VARIES IN
DIRECTION AND PERCENTAGE
REFER TO
GRADING PLAN
PROPOS®
•
LTH op�
UDENNEE D. DUNLAP ma
No. 035809 Q+
�SIONAL ��
NiERtt90K SOCEiY OF M801111i(XULAtE
INTERNATIONAL SOCIETY 1,00 INmtDNlr DRNE
diMpNAK,:l, L 61821
OF ARBORICULTURE �',2117) 3W-"l1
1 355-016 FAX
DO NOT HEAVILY PRUNE THE TREE AT PLANTING.
PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT
LEADERS. AND BROKEN OR DEAD BRANCHES
SOME INTERIOR TWIGS AND LATERAL BRANCHE4pr7;N
MAY BE PRUNED HOWEVER, DO NOT REMOVE
THE TERMINAL BUDS OF BRANCHES THAT 4,
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.
M W THE NORTH SIDE OF THE TREE N
THE NURSERY, AND ROTATE TREE TO FACE TREE MUST BE RANiED SUCH THAT THE
NORTH AT THE SITE WHEN EVER PDSSIBLEK FLARE IS VISIBLE AT THE TOP OF THE
BALL TREES WHERE THE TRUNK FLARE IS
11ULgi RING J NOT VISIBLE SHALL BE REJECTED. DO NOT
SET TOP OF ROOT BALL FLUSH TO 1800 MM (6 Fi.)DIAM MN. COVER THE TOP OF THE ROOT BAIT WITH SOIL
GRADE OR SLOWLY
MD DRAINING
SOILS
2N00 MM BFT. OWA. PREFERRED
HIGHER N SLOWLY DRAINING SOQS.
NO MM (8 IN.
+ +++/
+ + + + r + r + r + t t + ... 100 MM (4 IN.) HIGH EARTH SAUCER
fit +++r rt+t tt t tit+t� rtrBEYOND EDGE OF ROOT BALL_
50 MM (2 IN.) MULCH. DO M..O PLACE + + t t + e r + r
MULCH IN CONTACT WiTH TREE t'+'r'rr r++' +t + r + REMOVE ALL THANE ROPE AND MARE AND
TRUNK. MAINTAIN THE MULCH ++ r r+ r++ t t++ r r r r r r r r+ r r r t+
WEED -FREE FOR A MMIMIAI OF t t +t tr r+ + tt + ++t rt+r+++++r r r + + BURLAP F1t011 TOP HALF OF ROOT BALL
THREE YEARS AFTER PLANTING. F PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE
ROOT BALL. CUT THE WARE BASKET IN FOUR PLACES
AND FOLD DOWN 200 MM (8 IN.) INTO RANTING HOLE
iM.i FOR DIWENSIM OF PLACE ROOT BALL ON UNEXCAVATED
PLANTM AREAS, TYPES OF SOIL OR TAMPED SOIL
AMENDMENTS. OR SOIL RFPLACDLIENT. TAMP SOIL AROUND ROOT BALL BASE
SEE 'SOIL IMPROVEMENT DETAILS." FIRMLY WiTH FOOT PRESSURE SO THAT
ROOT BALL DOES NOT SHIFT.
1. PLEASE REFER TO NTROOLIC" AND USE CRITERIA PRIOR TO USING THIS DETAIL
TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES
NDTE THIS DETAIL ASSUMES THAT THE PLANTING SPACE 6 LARGER THAN 2400 MM (8 FT.)
SQUARE. OPEN TO THE SKY. AND NOT COVERED BY ANY PAVING OR GRATING.
CHANNEL INSTALLATION
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.
CRITICAL POINTS
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE
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 30 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.
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711
USA 1-800-772-2040 CANADA 1-800-448-2040
NORTH
AMERICAN
GREEN
btj
TRIAD ENGINEERING, INC.
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