HomeMy WebLinkAbout52-03 Highway Motors - Commercial Office Building - Gainesboro - Backfile (2)GENERAL NOTES VDOT GENERAL NOTES
LEGEND VICINITY MAP C3
1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of Z
County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR 33 SCALE 1 2000'
Sediment Control Regulations and any other state, federal or local regulations applicable. In the 1.`
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR 330 W
govern. PROPOSED CONTOUR 40 W
must be provided prior to issuance of the site development permit. The approval of these plans in no way �
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EX E/P
Control Handbook. Health Administration and VOSH Rules and Regulations. EXISTING EDGE OF PAVEMENT
PROP E/P
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation PROPOSED EDGE OF PAVEMENT ���� Po o ❑ \
VDOT and Frederick Count V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX G46 .<,. _
(VDOT) y prior to construction in existing State right-of-way. � EXISTING CURB AND GUTTER
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all T� o� v 0 Z 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP C>�G `O� y Je W N
required under State law. Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER o
G6-6 G6-6R o of -105. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R �co�c �,��'� N
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is d v
the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE _ a;
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be Nd � N
be in conflict with the proposed construction activity. VDOT approval of these plans does not PROPOSED TELEPHONE LINE T T
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. J L i m
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. 15" RGP O > o i
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V5. Design features relating to field construction, regulations, and control or safety of traffic may EXISTING STORM SEWER _ u) N
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15" RGP - I
representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER r'`� a i
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEVER LU 3 s a�
Control Devices (MUTCD). land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEVER PROJECT INFORMATION Ln 3 <
8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, apre-construction conference must be arran ed
embankment. g EXISTING ELECTRIC SERVICE
and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utility companies and VDOT PROPOSED ELECTRIC SERVICE EX STREET ADDRESS 259 TYSON DRIVE ins " ; 1_- P� � L L
9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California g y P prior to initiation of work. as W.�. ,:` I AI,
WINCHESTER, VA 22603 ,fir>' �L';WD
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed y8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE �
NEW STREET ADDRESS
or actual determination of required pavement thickness WIN 6 o�'
q p prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. xc
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course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE PARCEL IDENTIFICATION N0. ,^ 3- 19 -26 3
Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the w
support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE
LOT AREA 4.833 AC P.
and prior to placement.
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, DISTURBED AREA 1,650 S.F.
access to other properties affected by this project shall be maintained through construction. The FLOW LINE ... X X
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation CURRENT USE COMMERCIAL CURRENT ZONING M1
on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE PROPOSED USE COMMERCIAL
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
: = =
be minimum 6' diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE BUILDING HEIGHTMAXIMUM ALLOWED 60' PROPOSED 18'1PROPOSED. ANY FUTURE
NONE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE 'T` SIGNS: NONE E MUST CONFORM WITH THE
one litter receptacle shall be provided at the construction site. V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE °T' `STANDARDS OF SECTION 165-30 OF
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. THE FREDERICK COUNTY ZONING ORDINANCE.
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING FIRE HYDRANT CCU OUTDOOR LIGHTING: NONE PROPOSED
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free viz. Any unusual subsurface conditions encountered during the course of construction shall be 0'
SIDE: 25' SIDE:
condition at all times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 3131
until an adequate design can be determined by the engineer and approved by VDOT. REAR: 25' REAR: 25'
14. r Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED WATER METER
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
sheets, and connections to existing lines. representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER F.A.R. CALCULATIONS PARKING CALCULATIONS
shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER W LOT AREA=4.833 AC=210,525.48 S.F. REQUIRED: OFFICE=1 SPACE PER 250 S.F.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN EX. 2-STORY OFFICE=5,000 ci.F. WAREHOUSE, TRUCK TERMINAL, & TRUCK
according to all applicable VDOT standards. EX. WAREHOUSE TO REMAIN=7,500 S.F. GARAGE=1 SPACE PER EMPLOYEE � 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the HANDICAP RAMP (CG-12) � EX. & PROP. TRUCK GARAGE=27,750 S.F. coV% U
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be DENOTES LOCATION OF STD
VDOT TOTAL=40,250 S.F. EX. OFFICE=5,000 S.F. 250=20 SPACES REQ. �--+
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed C�_12 gyp/ ��DIC�C�nT / -
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method S A IR RAMP STR EX. WAREHOUSE, TRUCK TERMINAL TO REMAIN-7 Z
utility verification and the proposed construction. A, within plus or minus 2% of optimum moisture for the full width of any dedicated street PARKING INDICATOR 40,250 / 210,525.48=0.19 (F.A.R.) EMPLOYEES=7 SPACES REQ. � ,_,
right-of-way. At; the direction of VDOT Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 EX. & PROP. TRUCK GARAGE=1 1 EMPLOYEES= 11
17. The developer will be responsible for any damage to the existing streets and utilities which occurs a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A LANDSCAPING CALCULATIONS SPACES REQ. Q A.,'
result of his construction project within or contiguous to the existing right-of-way. copy of all tests shall be submitted to VDOT prior to final VDOT approval.
TEST PIT LOCATION ® PARKING PERIMETER=1 TREE PER 40' >
18. When grading is proposed within easements of utilities, letters of permission from all involved corr�paPARKING PERIMETER=112' TOTAL SPACES REQ.=38nies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and TOTAL SPACES PROVIDED=42 W ® �
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site further where determined necessary by VDOT Inspector. 112 / 40=2.8 TREES REQ. WM ,., development permits. HANDICAP PARKING (T, E-4
EX. TREES=5 V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall HANDICAP PAR141NG W Z
19. The developer will be responsible for the relocRti-cf arti= utilities l* meet VDOT mini nuan desigm standards and s the res onsibilit of the develo developer. 0 „��.
--, w�..rcl: is required as a result or iYis responsibility p VEHICLES PER DAY COUNT - 26--50 SPACES-2 HAN,D[GAP SPACIE S) RE). Q.
`100 REVISED F.A.R. CALCULATION.:�� U O
project. The relocation should be done prior to construction. EX. FLOOR AREA=40,250 S.i`. TOTAL HANDICAP SPACES PROVIDED=2
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE (1 VAN ACCESSIBLE)-.....:
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account PROPOSED=3,300 S.F. � �
receivable basis. Stop signs shall be thirty 30 inches tall with high intensity sheeting. The TOTAL=43,550 S.F. REVISED PARKING CALCULATIONS O Q ;�
in accordance with state law. In the event gravesites are discovered during construction, the owner and p g y ( ) 43,550 210,525.42=0.21 F.i�.R.
engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed / ( )
EXISTING STREET LIGHT PROP. OFFICE=3,300 S.F. / 250`=14 SPACES U a U a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on 4 SPACES OVER FROM PREVIOUS PLAN
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section.
PROPOSED STREET NAME SIGN REVISED LANDSCAPING TOTAL SPACES REQ.=10
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement.� W . PROPOSED PARKING IMPERVIOUS AREA SPACES PROVIDED=10
PROPOSED SANITARY LATERAL CLEANOUT INTERIOR
S.F. 0 10=1 TREE i w w
22. Controlled fills shall be compacted to 95% of maximum density as determined by method °'A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to INTERIOR 10 / 10=1 TREE Z
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be Shy MANHOLE IDENTIFIER 12 TREES REQUIRED=2 0O 04
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
professional engineer and results submitted to Frederick County prior to pavement construction. If a may be obscured. TREES PROVIDED=2
geotechnical report has been prepared, it should supersede the requirements in this note.
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical STORM DRAIN STRUCTURE IDENTIFIER � O6 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and PREVIOUS APPROVED PLAN
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these FLEET MAINTENANCE
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines EASEMENT LINE
P g Y tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE 0000 - 98
present during the construction and testing of the density control strip.
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road EXISTING SPOT ELEVATION 12.0 TRIP GENERA TION DA TA
and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION ll5 s CLASS USE
specified in Section 315 and VTM-76. A certified compaction technician shall TRIP RATE USE VPD
P perform these tests.
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE
UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the
control strip. r-
EXISTING TREE `-1 15" OAK 15" PINE
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE �r 1 15" OAK 15" PINE
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Winchester, VA. 22604 Winchester, VA 2.2604 FCSA C®No.J T
IL Ci
(540) 868-1061 (540) 869-1111 RUCTION NOTES
Power: Allegheny Power
P.O. Box 1458 Phone: Verizon 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
Hagerstown, MD 21741 P.O. Box 17398 ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 1-800-654-3317 Baltimore, MD 21297 D�TE REVISION SEAL
!r®YER SHEET
(301) 954 6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. l�
1-9-04 PER COUNTY PLANNING COMMENTS Project Name: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR. HIGHWAY MOTORS
MISS UTILITY 1-800-257-7777 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF OP
WATER METERS THROUGH 2 IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME Owner: Address, Including Zip Code & Telephone No.
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO ,�, 360-2 MCGHEE ROAD
FIRE MARSHAL'i,J[� NOTE BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN M RK D. SMITH 9 TOAN AND ASSOCIATES WINCHESTER, VA 22603
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX RK SMITH
(540) 665-06
Fire lane markings and signage• ASSEMBLY INSTALLED CORRECTLY. C Developer:
Address, Including Zip Code &Telephone No.
93
Any 'No Parking" signs and yellow painted curb locations will be installed 5. THE CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
by field inspection at the direction of the Fire Marshall's Office. A.) A WATER SERVICE (AND FORCE MAIN SEWER SERVICE) REQUIRES THE INSTALLATION OF A SADDLE s� �
WITH CORPORATION STOP AND MAKING THE TAP. V jOVAL SAME AS ABOVE
SHEET
FIRE FLOW DATA. HYD# FIRE FLOW DATA: HYD# B.) A GRAVITY SEWER SERVICE REQUIRES THE INSTALLATION OF A WYE, 18" LONG STUB PIECES, AND INDEX
STATIC PRESSURE = STATIC PRESSURE = 15" LONG, FULL CIRCLE, STAINLESS STEEL REPAIR CLAMPS. Engineer Certifying Plan: Address, Including Zip Code &Telephone No.
C.) THE FCSA INSPECTOR ASSIGNED TO THE PROJECT SHALL BE PRESENT FOR THE INSTALLATION OF 1, WINDY HILL LANE
RESIDUAL PRESSURE = RESIDUAL PRESSURE = EACH CONNECTION.
AVAILABLE FLOW = GREENWAY ENGINEERING WINCHESTER, VA 22602
AVAILABLE FLOW = 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. (540) 662-4185
SOURCE: SOURCE: B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE COVED SWEET SHEET I OF 2 PROFESSIONAL SEAL & SIGNATURE
DATE:
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS DATE: 11/19/03
DATE: COMPLETED. SITE FLAN SHEET 2 OF 2 THESE PLANS ARE IN CONFORMANCE WITH APPROVAL
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
COUNTY OF FREDERICK STANDARDS AND SCALE: N/A
ORDINANCES. ANY DEVIATION OR CHANGE pd;�
HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, IN THESE PLANS SHALL BE APPROVED BY / /Ze23 DESIGNED BY:
AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE
THE ZONING ADMINISTRATOR PRIOR TO � C l �C�
READOUT IS REQUIRED. CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE AS
Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A JOB NO. 0684
REMOTE READOUT IS REQUIRED. * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL
• :SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 2
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(TOTAL)
EX. AS HALT PAVING
20' FC3,4 W/L ESMT. - -- --
EX. ASPHALT PAVING
43-(119))-21
TOAN AND
ASSOCIATES
D.B. 644 PG. 61
ZONED: MI
USE: TRUCK TEWINAL
EXISTING 00' EASEMENT FOR UTILITIES,
INGRESS AND EGRESS. D.B. 660 PG. 593
5 40029'2811 E - 1651o0' EX. 20' DRAINAGE ESMT SEE D.B. 644 PG. 14
w EX W14 EX CONCRETE PAD
25' BrcL
LE, I FH
43-((19))-26 fib _-
TOAN AND ASSOCIATES
D.B. 644 Ply. 6 i EX. PARKING
4.833 ACRES
Iololol�lol���H/G
EX. CONCRETE PAD GONG. WHEELSTOPS
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--- 4,500 SQ FT
--------------=118---------------------- '� EX. PARTS
FF =-118.00
3
2 59 2 ro I i 100'
EX. WAREHOUSE B,LDC _ P3,000 SQ FT
51-1 THRU FF=-122.00 (e
EX. 4 5,4Y
-1,500 SQ. FT. TRUCK GARAGE
FF=718.00 jl �X
3' I
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-----------------118--------3---------------�3 FORCE
(L 100' SEWER LINE
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--------fit,,--118---------------- -
Prune codominant leaders
Prune rbbin or
crass branches
DO NOT STAKE OR WRAP a
TRUNK UNLESS NECESSARY.
REMOVE ALL TA65 AND LABELS.
NO LE56 THAN 2' CALIPER
AT 6' ABOVE GRADE.
DO NOT prune ternk"al
leader or branch tips
Prune narrow crotch angles
and water spouts
Pane broken branches
Prune suckers
2'-3' mulch kept oHoy from trunk
Soil Hell to
L� contain Hater
Cut o,Hay all balling rapes and
Remove top of Hire basket
Widen and score hole Hall
Remove container and cut circling —
roots if container-gromn, or as much
burlap as possible If Field grown Leave solid soil pedestal- do
not dig deeper than ball depth
Dig hole 2-3 thnes root ball Htdth
TREE PLANTING DETAIL
NO SCALE
UNAMENDED backftll soil
Portlally bac dill, Hater to
settle loll, finish backfiling
Area for Hater drainage
43-(119))-25
ROLLINS LEASING CORP.
D.B. 615 PG. 336
ZONED: MI
USE: INDUSTRIAL
EX. BAY
EX. i=ART5
3'4 SAGUE ,
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1 PROP. TWO STORY w
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to IST FL.=1650 SF O
FF=7118.0 2ND FL.=1650 SF 3,10
30' I
EX. *259
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GARAGE
I FF = 110.00 I
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N 40'29'28" W - 165.b0'� 10' UTILITY AND DRAINAGE EASEMENT. CONC. WHEEL
D.B. 644 PG. 10 STOPS (TYR)
I 43-1119))-16 I 43 -ll 19))- II
C. DOUGLAS ADAMS I C. DOUGLAS ADAMS
D.B 911 PG 8-13
TREE LEGEND
SYMBOL
QUANTITY
NAME
HEIGHT AT TIME
OF PLANTING
REMARKS
2
RED MAPLE
2" CAL
B<B
D.R. 911 PG. 8-13
ZONED: MI
USE: WAREHOUSES
30 15 O 30 60
SCALE: 1" = 30'
V ZONED: MI
USE: WARE14OU9ES
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DATE: 11/19/03
SCALE: 1" = 30'
DESIGNED BY: AS
FILE NO. 0684
SHEET 2 OF 2