HomeMy WebLinkAbout50-00 Meadowbrook Substation Maintenance Building - Back Creek - BackfileCOUN'TY of FREDERICK
Department of Planning and Development
540/665.5651
FAX: 540/678-0682
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SITE PLAIN CHECKLIST
The checklist below indicates all the information -that needs to be submitted as part of the site plan
application. All required information must be submitted prior to the final approval of any site plan.
The Department of Planning and Development will renew the application to ensure that it is complete.
If any portion is not included or complete, the site plan application will not be accepted and returned
to the applicant(s).
Site Plan Package
1. One set of approved ccmment sheets are required from the following review
agencies prior to final site plan approval. It is recommended that applicants contact
the Department of Planning and Development to determine which review agencies
are relevant to their site plan application.
7/�3/� ✓ Virginia Department cf Trans�pertaIIon (VCCT) /ol/�166 I- Count] Headh Ceparment
Fredericks Ccurrj Sariiatcn AuMortty
Cepartnent of Planning and Develcpment
Irzpecsons Cepait^er t
Frederick County Engineer (Public Wcrks)
Frederrckc County Fire Marwai
Cepartnent of Parks and Recreatcri
2. One copy of the Site Plan application
3. Five Copies of the Final Site Plan for approval
4. One reproducible copy of the Site Plan (if required)
5. A 35mm slide of the Site Plan (if required)
C;tj cf'Nincnescer
Tcwn of Stephens City
Tcwn cf Middeicwn
Airport Authority
Scd 3 Water Ccnserraticn Cist-ict
��eny Power
Energycompany
RICHARD A. HOCH, JR., PE
&07ee', Engineering & Construction Proiects
System Planning 8 Operations
800 Cabin Hill Drive 724-830-5613
Greensburg, PA 15601 FAX. 724-830-5020
rhoch@alleghenypower.com
7
NOTES
,r _
Q - / Z - 00 File opened
�,- Reference Manual updated/number assigned
✓ D-base updated
1 •) 0 C� File given to Renee' to update Application Action Summary
CLOSE OUT ALE:
Approval (o(denial) letter mailed to applicant/copy made for file
t, File stamped 'approved', 'denied" or "', t ,,drawn'
Reference Manual updated
✓ D-base updated
File given to Renee' for fincl update to Application Acticn Summary
U:)Cz*W- a nnx eCE N E-U C-7ZK
Rermd I Ir-W
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FILE COPY
COUNTY of FREDERICK
Department of Planning and Development
540/ 665-5651
FAX: 540/ 678-0682
December 11, 2000
Mr. Richard A. Hoch, Jr.
Allegheny Power
800 Cabin Hill Drive
Greensburg, PA 15601
RE: Approval of Meadowbrook Substation Maintenance Building, Site Development Plan 450-00
Property Identification Number (PIN): 84-A-67, 84-A-55, 85-A-9A
Dear Mr. Hoch:
The Frederick County Department of Planning and Development administratively approved the above -
referenced site plan on December 8, 2000. This site plan, for the addition of a maintenance building,
meets all County requirements for development within the RA (Rural Areas) Zoning District. No
additional parking or landscaping is required for this site improvement.
I have provided you with several copies of the approved site plan. Please forward these approved plans
to the owner and advise the owner to keep an approved copy for their files. Furthermore, the owner
should ensure that an approved copy is maintained on the construction site throughout the development
process. Once site development has been completed, the owner should contact this office to schedule
an on -site inspection.
Please do not hesitate to contact me should you have any questions or need for elaboration regarding this
letter.
Sincerely,
Howard R. Long, I
Planner I
HRL/ch
Enclosure
cc: Margaret B. Douglas, Back Creek District Supervisor
June Wilmot, Economic Development Commission
Jane Anderson, Real Estate
Joe Wilder, Public Works
John Trenary, Building Inspections
V H—w ('om .A(e Pla Aill"k-h—k Suh,woo- Afar m e Bldg MioJn-6nwk Su6noeo- U-11m- 1 B-+kb+gr 4PP -1-ryl
107 North Kent Street - Winchester, Virginia 22601-5000
•
•
Mr. Howard R. Long, III
County of Frederick
Department of Planning and Development
107 North Kent Street
Winchester, VA 22601-5000
Dear Mr. Long:
Allegheny Power
an A ftheny Energy—nparrr
800 Cabin Hill Drive
Greensburg, PA 15601-1689
1724► 837-3000
December 5, 2000
MEADOWBROOK SUBSTATION MAINTENANCE BUILDING
SITE DEVELOPMENT PLAN NO. 50-00
Pl ase find enclosed two reproducible and three print copies of the final Site Plan and Grading &
Erosion Control Plan for your signature and approval. Once signed and approved, please return
at least one of the reproducible sets for our files.
If you should have any questions or comments, please do not hesitate to call me at (724) 830-
5613.
rah
Enclosures
Very truly yours,
_C�A -
Richard A. Hoch, Jr., P.E.
Engineer -Projects
RECEIVED
u t U 0 S 2000
DEPT. OF PLMN, i%3i DEVELOPMENT
0
0
I
October 24, 2000
Mr. Richard A. Hoch, Jr.
Allegheny Power
800 Cabin Hill Drive
Greensburg, PA 15601
COUNTY of FIgED RICK
Department of Planning and Development
540/665-5651
FAY: 540/678-0682
RE: Meadowbrook Substation Maintenance Building, Site Development Plan 950-00
Dear Mr. Hoch:
I had the opportunity to review the above -referenced site plan submitted to our department on
October 11, 2000. The following comments should be addressed and included in a revision of this
site plan. I have enclosed a marked -up plan for your use.
1. Please show certificate of surveyor, engineer, or architect on each page of the site plan.
2. Under the Zoning Administrator's signature, please provide a statement reading, "site plan
valid for five years from date shown."
3. Please state the location and dimensions of all required setbacks and yard areas; specifically
show the setback from Vaucluse Road.
4. Please provide a note specifying that all outdoor lighting shall be cast to avoid off -site glare.
5. If applicable, note the location and nature of outdoor storage areas.
6. Within the parking tabulation, please state the number of employees.
7. If environmental features exist, please state and show location. If no such features are
present, please provide a statement to that effect.
8. Please show the location of the silt fence.
9. Please ensure that all three pages of the plan are furnished for the final review.
107 North Kent Street • Winchester, Virginia 22601-5000
0 •
Page 2
Mr. Richard A. Hock, Jr.
Meadowbrook Substation Maintenance Bldg.; S.P. #50-00
October 24, 2000
After you have revised the site plan, please resubmit one copy so that I may verify the information
contained on the plan. I will then need all approved review agency comment sheets and five copies
of the final site plan for approval. Comment sheets are required from the following agencies: the
Frederick COWA' Ly Health Department, the Frederick County Inspections Department, the Frederick
County Engineer, and the Frederick County Fire Marshal.
If you have any questions or if any of the numbered items are unclear, do not hesitate to contact me.
Sincerely,
How . ong, III
Planner I
HRL/rsa
Enclosure
UA1-IoNvie\Common\Site Plans\Meadowbrook Substation Maintenance Bldg\Meadowbrook Substation Maintenance Bldg
0
LJ
Mr. Richard A. Hock, Jr., P.E.
Allegheny Power
800 Cabin Hill Drive
Greensburg; Pa. 15601
Re: Site Plan Comments - Meadowbrook Substation
Maintenance Building Addition
Frederick County, Virginia
Dear Mr: Hock:
COUNTY of FREDERICK
Department of Public Works
5401665-5643
FAX: 540/ 678-0682
October 27, 2000
Upon -review -of the subject site -plan, we offer -the -following comments
1. Provide a temporary construction entrance with a wash rack in accordance with the
Virginia- Erosion and Sediment Control Handbook (vesch) specification 3.02.
2. Place a note on the site plan indicating that prior to commencing site grading operations, a
land disturbance permit shall be obtained from the Frederick County -Public WorY
department. Also, an on -site pre -construction meeting with the contractor and our
department is.recommenjled.
Once -these-comments- are- addressed; submit two -(2) -copies- of the site -plan -for fuilher
review. If you have any questions, do not hesitate to contact me.
cc: file
Sincerely,;
Joe C. Wilder
Engineering Techlli�ian
107 North Kent Street - Winchester, Virginia 22601-5000
0
COUNTY of ;L+ RED ERICK
Department of Public 'VI/arks
540/665-5643
FAX: 540/ 673-0682
December 4, 2000
Mr. Richard A. Hoch, Jr. P.E.
Allegheny Power
800 Cabin Hill Drive
Greensburg, Pa. 15601-1689
Re: Site Plan Comments - Meadowbrook Substation
Maintenance Building Addition
Frederick County, Virginia
Dear Mr. Hoch:
Upon review of the revised site plan dated November 9, 2000, all of our previous
comments have been addressed. Therefore, we recommend approval of the subject site plan.
If you have any questions, do not hesitate to contact me.
Sincerely,
4
Joe C. Wilder
Engineering Technician
jew
cc: Frederick County Planning Department
file
107 North Kent Street v Winchester, Virginia 22601-5000
' • •
J4Allegheny Power
an A&gbeny Energy —npany
800 Cabin Hill Drive
Greensburg, PA 15601-1689
(724) 837-3000
November 9, 2000
Mr. Howard R. Long, III
County of Frederick , `D
, Y
Department of Planning and Development
107 North Kent Street 2�0�
Winchester, VA 22601-5000
dELOPMENT
Dear Mr. Long:
MEADOWBROOK SUBSTATION MAINTENANCE BUILDING
SITE DEVELOPMENT PLAN NO.50-00
Please find enclosed the revised Site Plan, Grading & Erosion Control Plan, and copies of the
Site Plan comment sheets for the above -referenced project for your final review. Below is a
detailed list of the revisions that were made to the plans according to the comments made by the
Department of Planning and Development, Inspections Department, and Department of Public
Works:
Department of Planning and Development
1. The certificate of engineer has been added on every page of plans.
2. Statement reading "site plan valid for five years from date shown" has been added to
the plans.
3. Dimensions to the setback lines and property lines have been added to the plans.
4. Note concerning outdoor lighting has been added to the plans.
5. No outdoor storage areas are planned for this project area.
6. Number of employees has been added to the parking tabulation note.
7. Environmental features have added to the plans, specifically: small pond, stream, and
a small wetlands area.
8. Silt fence was previously shown on the Grading & Erosion Control Plan and is still
shown on that plan. If a change is required please advise and we will make the
necessary revision.
9. All pages (four) are furnished for your final review.
Allegheny Power
Mr. Howard R. Long, III
November 9, 2000
Page 2
Inspections Dept.
1. Note concerning The Virginia Uniform Statewide Building Code and BOCA National
Building Code has been added to the plans.
2. Accessible parking spaces and unloading areas have been properly labeled and striped
on the plans.
3. The slope in the parking area is less than 2%.
4. The sidewalks have been revised to a slope 5% (1" in 20") or less.
5. Note concerning the 1996 International Plumbing Code has been added to the plans.
Department of Public Works
1. A temporary C011StruCtiOn entrance in accordance with the Virginia Erosion and
Sediment Control Handbook specification 3.02 has been added to the plans.
2. A note concerning the land disturbance permit requirement has been added to the site
plan.
Two copies of the Site Plan and Grading & Erosion Control Plan have also been sent for Mr. Joe
C. Wilder, Department of Public Works (DPW) as per his request in the DPW conlnicnt letter.
If you Should have any questions or comments, please do not hesitate to call me at (724) 830-
5613.
Very truly yours,
L.:
Richard A. Hoch, Jr., P.E.
Engineer -Projects
RAH/smh
Enclosures
c: Mr. Joe C. Wilder — w/two copies of Site Plan and Grading & Erosion Control Plan
A.
I
October 24, 2000
Mr. Richard A. Hoch, Jr.
Allegheny Power
800 Cabin Hill Drive
Greensburg, PA 15601
COUNTY of FREDERICK
Department of Planning and Development
5401665-5651
FAX: 540/ 678-0682
RE: Meadowbrook Substation Maintenance Building, Site Development Plan #50-00
Dear Mr. Hoch:
I had the opportunity to review the above -referenced site plan submitted to our department on
October 11, 2000. The following comments should be addressed and included in a revision of this
site plan.. I have enclosed a marked -up plan for your use.
Z1. Please show certificate of surveyor, engineer, or architect on each page of the site plan.
Z2. Under the Zoning Administrator's signature, please provide a statement reading, "site plan
valid for five years from date shown."
V . 3. Please state the location and dimensions of all required setbacks and yard areas; specifically
show the setback from Vaucluse Road.
A. Please provide a note specifying that all outdoor lighting shall be cast to avoid off -site glare.
✓< If applicable, note the location and nature of outdoor storage areas.
✓6. Within the parking tabulation, please state the number of employees.
✓/. If environmental features exist, please state and show location.. If no such features are
present, please provide a statement to that effect.
'1 8. Please show the location of the silt fence.
✓9. Please ensure that all three pages of the plan are furnished for the final review.
107 North Kent Street • Winchester, Virginia 22601-5000
Page 2
Mr. Richard A. Hock, Jr.
Meadowbrook Substation Maintenance Bldg.; S.P. #50-00
October 24, 2000
After you have revised the site plan, please resubmit one copy so that I may verify the information
contained on the plan. I will then need all approved review agency comment sheets and five copies
of the final site plan for approval. Comment sheets are required from the following agencies: the
Frederick Courtly Health Department, the Frederick County Inspections Department; the Frederick
County Engineer, and the Frederick County Fire Marshal/
If you have any questions or if any of the numbered items are unclear, do not hesitate to contact me.
Sincerely,
How ong, III
Planner I
HRL/rsa
Enclosure
U:\I•Iowie\Conuuon\Site Plans\Meadowbrook Substation Maintenance Bldg\Meadowbrook Substation Maintenance Bldg
•
COUNTY of FRED ERICK
Department of Public Works
540/665-5643
FAX: 540/ 678-0682
October 27, 2000
Mr. Richard A. Hock, Jr., P.E.
Allegheny Power
800 Cabin Hill Drive
Greensburg, Pa. 15601
Re: Site Plan Comments - Meadowbrook Substation
Maintenance Building Addition'
Frederick County, Virginia
Dear 1N1r: Hock:
Upon -review -of the subject site plan, we offer the following comments:
1. Provide a temporary construction entrance with a wash rack in accordance with the
Virginia Erosion and Sediment Control Handbook (vesch) specification 3.02.
2. Place a note on the site plan indicating that prior to commencing site grading operations, a
land disturbance permit shall be obtained from the Frederick County Public Wor1Ss
department. Also, an on -site pre -construction meeting with the contractor and our
department is- recommended.
Once these -comments are -addressed, submit- two (2) copies -of the site plan for further
review. If you have any questions, do not hesitate to contact me.
cc: file
Sincerely,
Joe C. Wilder
Engineering Technician
107 North Kent Street • Winchester, Virginia 22601-5000
Request For Site Plan Comments
Frederick County -Winchester Health Department
Mail to: Hand deliver to:
Frederick -Winchester Health Department 107 North Kent Street, Suite 201
Attn: Sanitation Engineer Winchester, VA
107 North Kent Street, Suite 201 (540) 722-3480
Winchester, VA 22601
(540) 722-3480
Please fill out the information as accurately as possible in order to assist the agency with their
review. Please attach one (1) copy of the site plan with this sheet.
Applicant's Name: Allegheny Power
Kictiara A. hocil, jr.
E&C Projects, Room B201
Address: 800 Cabin Hill Drive
Greensburg, PA 15601
Phone Number: (724) 830-5613
Name of development and/or description of the request:
Maintenance Building
Location of property:
Meadowbrook Substation
Vaucluse Road, Stephens City, 22645
Health Dept's Comments : h hea -)A 1\11s no ' Ec ' 4)11 s ro osa
, 4 tucd P. ndi EI 1A /IP # 34-917 eFn isscie or osew
rr
ed
AM,,V Ci(- d iS .216 aaHw,; Oaf-JaV, S(,;IaYi e t- - 0 luRxiwlu N O-� �n 61)f
21
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•
L
Request For Site Plan Comments
Frederick County Inspections Department
Mail to:
Frederick County Inspections Dept.
Attn: Building Official
107 North Kent Street
Winchester, VA 22601
(540) 665-5650
Hand deliver to:
107 N. Kent Street
Fourth Floor
Winchester, VA
(540) 665-5650
Please fill out the information as accurately as possible in order to assist the agency with their
review. Please attach one (1) copy of the site plan with this sheet.
Applicant's Name: Allegheny Power
Richard A Hoch Jr.
E&C Projects, Room B201
Address: 800 Cabin Hill Drive
Greensburg, PA 15601
Phone Number: (724) 830-5613
Name of development and/or description of the request: Meadowbrook Substation
Maintenance Building
Location of property:
Vaucluse Road, Stephens City, VA 22645
Garments are on the back of this _`orri.
Inspections Department's Comments:
Inspections Dept. use only
Date re lved V
Incomplete
Date reri--%vcd _
Suture and Date
Signaturc and Date (rcA,Ision)
Date rcv3sioa received
Date
17
Date appmvd d 0
RECEIV�D
0 CT 11 2000
FREDER!CK CO. ^
PUSUCC. W-vS &,,NSPEC11-NS
E
Building shall comply with.The Virginia Uniform Statewide Building Code and
section 311, use group S (Storage) of the BOCA National Building Code/1996.
Other Codes that applys are CABO A117.1-92, Usable and Accessible Building
and Facilities.
HC parking shall be labeled Van Accessible and striped in the unloading area.
Parking and unloading area shall not slope greater than 2% within striped area.
side walks exceeding a 1"in 20"slope shall meet the requirements for a ramp.
Plumbing shall be provide in accordance to the 1996 International Plumbing Code.
it
RECEIVED 0* 1 2000
Request For Site Plan Comments
Frederick County Fire Marshal �-
`J
Mail to: Hand deliver to:
Frederick County Fire Marshal 107 N. Kent Street
Attn: Director of Engineering First Floor
107 North Kent Street Winchester, VA
Winchester, VA 22601 (540) 665-6350
(540) 665-6350
Please fill out the information as accurately as possible in order to assist the agency with their
review. Please attach two (2) copies of the site plan with this sheet.
Applicants Name: Allegheny Power
A Richard oc , Jr.
E&C Pro)ects Room B201
Address: 800 Cabin Hiil Drive
Greensburg, PA 15601
Phone Number: (724) 830-5613 -
Name of development and/or description of the request -
Maintenance Building
Meadowbrook Substation
Location of property: Vaucluse Road, Stephens City, VA 22645
Fire Marshal's:
Request For Site Plan Comments
Fire and Rescue Dept use only
Date reccibed ', -�':-.;;.s Date rctiision reccij ed Date approved
Incomplete h=01pletc
Datc reviewed -tip 3 Date revie",q_d
Signature and Datc
Signature and Date (nuvision)
:9
COUNTY OF FREDERICK, VIRGINIA
FIRE MARSHAL'S OFFICE
LAND DEVELOPMENT COMMENTS
Control No.SP00-0045 Date Received 10/11/00 Date Reviewed 10/13/00
Applicant Allegheny Power Plan Rev. Date:
Address Att;Richard A.Hoch, Jr.
E & C Projects, Room B201
800 Cabin Hill Drive
Greensburg, PA. 15601
Project Name Meadowbrook Substation MaintenancePhone No.724-830-5613
Type of Application Site Plan Current Zoning RA
1st Due Fire Co. 12 1st Due Rescue Co. 12 Election District Opequon
Tax I.D. No.
RECOMMENDATIONS
Automatic Sprinkler SystemXX Residential Sprinkler System
Automatic Fire Alarm SystemXX Other
REQUIREMENTS
Emergency Vehicle Access
Adequate XX Inadequate Not Identified
Fire Lanes Required Yes XX No
Comments ; Emergency vehicle access maintained at all times.
Roadway/Aisleway Widths Adequate XX Inadequate Not Identified
Special Hazards Noted Yes No XX
Comments
Hydrant Locations Adequate Inadequate Not Identified XX
Siamese Location Adequate Inadequate Not Identified XX
Additional Comments Attached? Yes No XX
Plan Approval Recommended? Yes XX No
Signature s \ \
g � � =`� �'� Title
•
Ia
COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
EDINBURG RESIDENCY
14031 OLD VALLEY PIKE
CHARLES D. NOTTINGHAM EDINBURG, VA 22824 JERRYA. COPP
COMMISSIONER RESIDENT ENGINEER
TELE 600
July 13, 2000 FAX(5 0)934-•507
FAX (540) 935-5507
Mr. Richard A. Hoch, Jr. Ref: Meadowbrook Substation Entrance
C/O Allegheny Power Route 638
800 Cabin Hill Drive Frederick County
Greensburg, PA 15601
Dear Mr. Hock:
I am writing in reference to our meeting on July 12, 2000 at the referenced site. As per
our discussion of the utilization of your existing entrance, we feel the proposed change
in usage for this entrance would not warrant the upgrading of this entrance from its
existing condition. We still request a complete site plan be sent to VDOT for review.
Also as discussed, should Route 638 ever be reconstructed and or paved, VDOT would
ask the entrance be upgraded and paved at that time.
Should you have any questions or concerns, please do not hesitate to contact me at
(540) 535-1828.
DAH/rf
Sincerely,
Dave A. Heironimus
Hwy. Permits & Subd. Specialist Sr.
WE KEEP VIRGINIA MOVING
SITE PLAN CHECKLIST
The &,eddist below indicates all the information that needs to be submitted as part of the site plan
application. All required information must be submitted pricr to the final approval of any site plan.
The Department of Planning and Development will review the application to ensure that it is complete.
If any portion is not induded or complete, the site plan application will not be acczpted and returned
to the applicant(s).
Site Plan Package
1. One set of approved comment sheets are required from the following review
agencies prior to final site plan approval. It is recommended that applicants contact
the Department of Planning and Development to determine which review agencies
are relevant to their site plan application.
virgnia Cecartnent of Transportation (VDO7
Frederick C.:unty sanitation Authority
Department of Planning and Development
Inspectcns Cepartnent
y_ Frederick County Engineer (Public Wcrks)
e*'� Frederckc Ccunry Fre ,.Marsha!
Cepartrnent of Parks and Recreation
2. One copy of the Site Plan application
3. Five Copies cf the Final Site Plan for approval
�Ceunty Heait, Cecartment
CAy of Wircnes:er
Town of Sieph errs C.tf
Town of Mldde=wn
AirpertAuv-.cri^f
Scl 3'Nater Conservation Gismo:
4. One reproducible copy of the Site Plan (if required)
5. A 35mm slide of the Site Plan (if required)
a
Site Plan Information Checklist
The fcllcwing infcrmaticn must be included an your site plan. If your site plan is irnccmplete Cr
is missing information, it will rct t:e reviewed and returned to you for revisions.
Administrative Infarmat ,on
J1. Name of proposed development.
✓ 2. Name, address, and phone number of owner.
3. Name, address, and phone number of developer.
4. Name, address, and phone number of designer.
S. Certificate of surveyor, engineer, or arc:�.itect.
6. Date plan prepared and date of revisions.
&1A 7. A fisting of all c :rd d--rs placed on Me site as a result of a
_ =nditicnal use permit or =nditicnal zcring approval.
8. A space labeled 'Approved by the Zoning Admirisratcr' for -
the approval signature and date of approval.
A/A S. A description of setbacks or c: nditicns placed on die site as a
result of a vananca approval. (Referarce C,e variarca
application numb//er.)
/o_ �' ��tc�n �Se ShOa !G �o,�,h✓,;,� SAS ,,,r•�( Crll, �'Ctn�
General Site Information s�pv fcAacks for ✓��l�se �•�. l
Y N
10. Location map (scale 1:2000)
11. Magisterial cistrict
12. Scale of site plan (net to exceed 1:50)
13. North Arrow
14. Zoning of site
15. Use, zoning, and Property Identification Number (PINS) of all
adjoining properties. This includes properties located across
right-ef-ways, streams, and railroad tracks.
16. Surveyed boundanes for all lots and parcels.
a
9
General Site (can't)
Y N
17. Acreage of all lots included in the plan.
18. The location and dimensions of all required setbacks and yard
areas.
19.
The location and type of all dweirng units.
4,[(A_
20.
Lccaticn and description of ail recreation facTi:;es.
21.
Location of sidewalks and pedestrian ways.
,+114
22
Location and area of common open space.
22.
The location, height, and dimensions of all signs.
✓
24.
Location, height, and specifications of outdoor lighting fb=res. -
„ _
25.
Location and nature of outdoor storage areas. A'o je- 1't j 4r2
26.
Location of outdoor trash receptacles and dimensions of
dN
struc:ura (fencing, etc.) required to enclose recaptac!es.
�-
Suiiding infarnatian
Y N
✓
27.
The height of all buidings and strt.=ures.
✓
23.
Location of all buDdirgs, structures and uses.
29.
7ne proposed use of eaGi building, structure and area.
,4/1A
30.
Ground floor area and total floor area of all buildings with SPAR
calculations for =mr;ercal and industrial zoning districts.
Roads
Y N
31.
Name and number of existing and planned streets on and —
adjcining the site.
32.
Location of existing and planned streets on and ad;'cining the
site.
33.
Posted speed limit of existing adjacent roads_
34.
Location and dimensions cf all proposed entrances from public -
I,/A
right-of-ways.
ID
' 35. Location of all entrances on adjoining roads within 2CO feet of the
proposed or existing entrance.
36. Cimensions, boundaries, width, pavement, and constmc:icn of
planned roads.
Utilities
Y N
37. Location of all utilities, including sewer and water lines with the
size of lines, mains, and laterals.
38. Location and width of all easements, including access, utility,
and drainage easements. -,� %094.v�/P Olewse S.t
/✓�,¢- 39. Location and nature of fira lanes, fire hydrants, and all other
�� fs
facc3ities necessary to meet Fra Ccde requirem. eats.
Parking
Y N
_ 40. Calc-Jaticns describing the required number of parking and
loading spaces.
41. Location and dimensions of ail parking and loading spaces;
driveways, parking aisles, cLx.ing and other features to be used.
42. Location and dimension of all disabled parking spaces and
ramps.
Natural Features
Y N
43. Existing and finished contour lines.
44. Location of steep slopes, woodlands, Rcodplains, wetlands, r
sinkholes, and other environmental features.
5. '-Location of streams and drainage ways.
Landscacing
Y N
46. landscaping plan des&bing location and types of plants tc be
used.
,✓�� 47. Locatien of required buffers and sa eening with cess sectcns or
pmfUes.
Erosion and Sediment Control
Y . N
j
48. A stcrnTwater management plan with nun off calcLfadcns and
location and description of facilities to be used.
49. Soil erosion and sedimentation control plan describing the
location and methods to be used to minimize erosion and
sedImentation during development.
AW
s, e
Re, sc
12
SITE PLAN APPLICATION
1.
Project Title:
Meadowbrook Substation Maintenance Building
2.
Location of Property
Vaucluse Road
(street address)
Stephens City, VA 22645
3.
Property Owner:
The Potomac Edison Company
Address:
Downsville Pike
Hagerstown, MD 21740
Telephone:
(301) 790-3400
4.
Applicant/Agent
Allegheny Power
Address
E&C Projects, Room B201B
800 Cabin Hill Drive
Greensburg, PA 15601
ATTN: Richard A. Hoch, Jr.
Telephone:
(724) 830-5613
N/A
5.
Designer:
Address:
Telephone:
Contact:
6
6.
Is this an original or revised site plan?
Original x Revised
7a.
Total acreage of parcel to be developed:
1 . 2 ±
7b.
Total acreage of parcel:
83.56
8.
Property Information:
a)
Property Identification Number:
84(A)67, 84(A)55, 85(A)9A
b)
Current Zoning:
RA
c)
Present Use:
Electric Substation
d)
Proposed Use:
Same
e)
Adjoining Property Use(s)
Residential and Agricultural
f)
Adjoining Property Identification Number(s)
84(A)54, 84(A)54B, 84(A)53A, 85(A)7, etc.
g)
Magisterial District(s)
Back Creek District
I have
read the material included in this package and understand
what is required by the RAH
Frederick County Planning Department. I also understand that all required material will be RAH
complete prior to the submission of my site plan.
Signature:
Date:
7
The following information must be included on your site plan. If your site plan is incomplete or
is missing information, it will not be reviewed and returned to you for revisions.
Administrative Information
Y N
X
1.
Name of proposed development.
X
2.
Name, address, and phone number of owner.
N/A
3.
Name, address, and phone number of developer.
N/A
4.
Name, address, and phone number of designer.
x
5.
Certificate of surveyor, engineer, or architect.
X
6.
Date plan prepared and date of revisions.
X
7.
A listing of all conditions placed on the site as a result of a
conditional use permit or conditional zoning approval.
X
8.
A space labeled "Approved by the Zoning Administrator" for
the approval signature and date of approval.
X
9.
A description of setbacks or conditions placed on the site as a
result of a variance approval. (Reference the variance
application number.)
General Site Information
Y N
x
10.
Location map (scale 1:2000)
X
11.
Magisterial District
X
12.
Scale of site plan (not to exceed 1:50)
X
13.
North Arrow
X
14.
Zoning of site
X
15.
Use, zoning, and Property Identification Number (PIN#) of all
adjoining properties. This includes properties located across
right-of-ways, streams, and railroad tracks.
X
16.
Surveyed boundaries for all lots and parcels.
0
0 •
General Site (con't
Y
N
X
17.
Acreage of all lots included in the plan.
X
18.
The location and dimensions of all required setbacks and yard
areas.
N/A
19.
The location and type of all dwelling units.
N/A
20.
Location and description of all recreation facilities.
X
21.
Location of sidewalks and pedestrian ways.
N/A
22.
Location and area of common open space.
N/A
23.
The location, height, and dimensions of all signs.
N/A
24.
Location, height, and specifications of outdoor lighting fixtures.
N/A
25.
Location and nature of outdoor storage areas.
N/A
26.
Location of outdoor trash receptacles and dimensions of
structure (fencing, etc.) required to enclose receptacles.
Building
Information
Y
N
x
27.
The height of all buildings and structures.
X
28.
Location of all buildings, structures and uses.
X
29.
The proposed use of each building, structure and area.
N/A
30.
Ground floor area and total floor area of all buildings with FAR
calculations for commercial and industrial zoning districts.
Roads
Y
N
N/A
31.
Name and number of existing and planned streets on and
adjoining the site.
N/A
32.
Location of existing and planned streets on and adjoining the
site.
N/A - not
posted
33.
Posted speed limit of existing adjacent roads.
X
34.
Location and dimensions of all proposed entrances from public
right-of-ways.
H
x
X
Utilities
Y N
35. Location of all entrances on adjoining roads within 200 feet of the
proposed or existing entrance.
36. Dimensions, boundaries, width, pavement, and construction of
planned roads.
X 37. Location of all utilities, including sewer and water lines with the
size of lines, mains, and laterals.
x 38. Location and width of all easements, including access, utility,
and drainage easements.
X 39. Location and nature of fire lanes, fire hydrants, and all other
facilities necessary to meet Fire Code requirements.
Parking
Y N
x _
x
Natural Features
Y N
40. Calculations describing the required number of parking and
loading spaces.
41. Location and dimensions of all parking and loading spaces,
driveways, parking aisles, curbing and other features to be used.
42. Location and dimension of all disabled parking spaces and
ramps.
x 43. Existing and finished contour lines.
X 44. Location of steep slopes, woodlands, floodplains, wetlands,
sinkholes, and other environmental features.
X 45. Location of streams and drainage ways.
Landscaoin
Y N
N/A 46. Landscaping plan describing location and types of plants to be
used.
N/A 47. Location of required buffers and screening with cross sections or
profiles.
Erosion and Sediment Control
Y N
N/A 48. A stormwater management plan with run off calculations and
location and description of facilities to be used.
x 49. Soil erosion and sedimentation control plan describing the
location and methods to be used to minimize erosion and
sedimentation during development.
12
0 •
Request For Site Plan Comments
Department of Planning and Development
Mail to:
Hand deliver to:
Department of Planning and Development
107 N. Kent Street
Attn: County Planner
Fourth Floor
107 North Kent Street
Winchester, VA
Winchester, VA 22601
(540) 665-5651
(540) 665-5651
Please fill out the information as accurately as possible in order to assist the agency with their
review. Please attach two (2) copies of the site plan with this sheet.
Applicant's Name: Allegheny Power
T Richard Hoch Fr.
E&C Projects, Room B201
Address: _ 800 Cabin Hill Drive
Greensburg, PA 15601
Phone Number:
(724) 830-5613
Name of development and/or description of the request: Meadowbrook Substation
Maintenance Building
Location of property: Vaucluse Road, Stephens City, VA 22645
Planning and Development's Comments:
pull
n
U
Ms. Amy Lohr
Frederick County
Department of Planning and Development
107 North Kent Street
Winchester, VA 22601
Dear Ms. Lohr:
Allegheny Power
800 Cabin Hill Drive
Greensburg, PA 15601-1689
724-837-3000
October 6, 2000
RE: Meadowbrook Substation Maintenance Building — Site Plan
Please find enclosed Allegheny Power's Site Plan Application Package for the above -referenced project.
The package includes the following items for the listed departments:
Dept. of Planning and Development
• $500.00 application fee made payable to the Frederick County Treasurer.
• One original application.
• Two prints of the site plan.
• One original of the Soil and Erosion Sedimentation Control Plan (incl. drawings).
Inspections Department
• One print of the site plan.
Engineering Department
• Two prints of the site plan.
• One copy of the Soil and Erosion Sedimentation Control Plan (incl. drawings).
Fire Marshal
• Two prints of the site plan.
Health Department
• One print of the site plan.
If you should have any concerns or questions, please do not hesitate to contact me at 724-830-5613.
Very truly yours,
Richard A. Hoch, Jr., P.E.
Engineer
Enclosures
/rah
\\saptbu05Vhoch\PROJECTS\Moadowbrook SS Maint Bldg\SiloPlantransmiltal doc
•
MEADOWBROOK SUBSTATION
MAINTENANCE BUILDING
Soil and Erosion Sedimentation Control Plan
Allegheny Power
800 Cabin Hill Drive
Greensburg, PA 15601
Prepared by: bo
Richard A. Ho h, Jr., P.E.
Civil Engineer
I
d �
RICH..ARD A. HOCH, JR.
NO.035418
TABLE OF CONTENTS
n
U
Preface
Substation Access Road Grading
Specification — MS 2400-1
Section I
Section II
Erosion Control and Landscaping, Berm and Section III
Slope Type Seeding Specification — LE 7145-L
Construction Sequence Schedule
Topographic Map Section
Soil Survey Map
•
Attachment:
Grading & Erosion Control Plan 2000
Drawing 517-818 — 3 Sheets
•
Section IV
Appendix
/F1
C
•
SECTION I
r:
PREFACE
0 Company Representative
The company engineer to be contacted regarding this project is Jeffrey S. Kollar,
telephone number (724) 838-5933.
Scope of Project
Meadowbrook Substation Maintenance Building is located in Back Creek District,
Frederick County, Virginia, approximately 2.2 miles north east of Middletown. The
substation property, which lies south of State Route 638, is adjacent to the eastern
border of the Shanahan residential property. This project will require the grading of 1.2±
acres of the parcel's 83.56± total acres for the placement of a 48'x60' maintenance
building, a 48'x110' parking area, and a 400'± access road.
Soil Description
The soil type at this site is predominately Carbo silt loam. The characteristics of
this soil are moderate depth, gently sloped (2-7%), slow permeability, medium runoff,
and moderate erosion hazard.
• There is also a small area of strongly sloped (7-15%) Carbo silt loam. The
characteristics of this soil are moderate depth, slow permeability, medium runoff, and
severe erosion hazard.
Hydrology
Due to the size and nature of this project storm water management calculations
were not required. Both the Frederick County Department of Planning and
Development and the Virginia Department of Transportation agreed that storm water
calculations were not necessary for this project.
Erosion Control
Regardless of the soil conditions found, it is the objective of this plan to assure
minimum soil erosion and sedimentation during and after the construction of this
maintenance building.
During the construction phase of this project contractors are directed to use the
attached Allegheny Power Specification MS 2400-1 and typical sketches as a guide for
the construction of access roads, silt fences, etc. It is absolutely imperative that the
erosion controls are in place before any grubbing or earth moving can begin and they
• must be maintained through construction until stabilization. Contractors will use
Allegheny Power Specification LE 7145-L to direct them in the permanent seeding of all
disturbed bare soil. The result of this effort will be a ground cover that is pleasant in
appearance and effective in minimizing soil erosion.
After each rainstorm or major snow melt, all erosion and sediment control
measures will be inspected. Sediment accumulations will be removed as required and
stabilized. Any damage to the facilities will be repaired. Permanent storm water
controls on this site will be inspected and maintained annually as part of the substation
substation maintenance program.
While no unusual soil erosion problems are expected the Conversation District
will be contacted if a difficult soil erosion situation or sedimentation pollution event
occurs.
Department of Conservation and Recreation
Division of Soil & Water Conservation
44 Sangers Lane
Suite 102
Staunton, VA 24401
Is
•
SECTION II
fe
11
FORM 29-317 REV. 1
MS 2400-1-R6
Allegheny Power System Page 1 of 7
MATERIAL AND SERVICE SPECIFICATIONS
ALLEGHENY POWER SYSTEM
SPECIFICATION FOR SUBSTATION AND ACCESS ROAD GRADING
1.00 STATEMENT OF WORK
1.01 Contractor shall furnish all plant, materials, labor, and equipment required for
completing the grading work, roadway, and related drainage facilities as shown
on the contract drawings. Volumes of fill and excavation are calculated as "solid
volumes". All work shall be conducted in strict accordance with this specification
and attached contract drawings.
2.00 GENERAL PROVISIONS
2.01 Classification
2.01.1 Fill - Approved fill material shall be considered clean soil, free of
large stone, rock, and organic matter. The maximum dimension of any
rock or stone, as placed, shall not exceed a 2'/2 ft. vertical dimension or
Is not exceed one-fourth the depth of fill at its point of placement.
Fragments or solid rocks more than 6" in maximum dimensions are not
permitted in the upper 2 ft. of fill. All fill shall be free of frost. Fill
material shall not be placed on frozen ground. If rock is used, it shall
not be placed at the toe of the fill but shall not conflict with other
provisions provided for in this specification. Before placing the fill, all
topsoil and/or organic matter shall be removed.
2.01.2 Excavation - Excavation will not be classified and will include all
materials encountered, regardless of nature.
2.02 Compaction - The maximum layer of fill shall not exceed 9". A minimum of three
passes with either a smooth wheel roller of minimum 10-ton capacity or a
sheepsfoot roller shall be used depending on the nature of soil encountered.
The sheepsfoot roller shall have a minimum bulb pressure per knob of 200 lbs.
per square inch. The area of the knobs shall be at least 5% of the total
peripheral area of the drum, using the diameter measured to the faces of the
knobs. Fills shall be compacted to 95% of Standard Proctor Density. Moisture
shall be controlled if necessary to ± 2% of optimum. The subgrade in both cut
and fill sections shall be compacted to 95% of Standard Proctor Density and
shaped to conform to the typical sections prior to placing stone. The Contractor
shall provide the Owner with access and necessary assistance to perform in -
place density tests of the compacted fill.
•
MS 2400-1-R6
Page 2 of 7
2.00 GENERAL PROVISIONS (cont'd)
2.03 Excess material resulting from excavation shall be disposed of according to
plans or at the direction of the Owner's representative.
2.04 Final Grade - The finished surface shall be sloped as shown on the contract
drawings. The finished surface shall not be more than 0.2 of a foot above or
below the established grade at any point and shall be bladed so as to remove
possible water pockets. Rock or stone removed below grade shall be replaced
with approved fill material and thoroughly compacted.
2.05 Side Slopes - All side slopes (unless otherwise indicated on the contract
drawings) shall be on a 2 ft. horizontal to 1 ft. vertical slope.
2.06 Drainage - Drainage ditches, pipes, headwalls, and culverts shall be located and
constructed as shown on the contract drawings. Drainage ditches (unless
otherwise indicated on the contract drawings) shall consist of an open flat-
bottomed ditch, 1 ft. minimum in depth, 2 ft. bottom width, with 2 ft. to
1 ft. slope on sides.
2.06.1 Culvert Construction - Pipe shall be laid to line and grade to match
existing drainage conditions. The pipe shall be bedded in sand for a
depth of 15% of the pipe diameter. Backfill around the pipe and to a
depth of 2 ft. above the top of the pipe shall be compacted to 95% of
Standard Proctor Density by means of mechanical tampers.
2.07 Access Road Construction
2.07.1 Preparation of Subgrade - The subgrade shall be compacted to the
requirements of Section 2.02 so as to provide a firm base for the
roadway.
2.07.2 Crushed Stone Surface Course - The surface shall consist of 6" of 11/2"
compacted crusher -run limestone, sandstone, or slag materials. All
material shall be approved by the Owner prior to use. The material shall
consist of crusher -run stone, crusher -run slag, and crusher -run gravel or
any combination of these materials uniformly blended to conform to the
following gradation limits:
Square Sieve Size Total Percent Passing
1'/2 inch 100
3/4 inch 40-85
No.4 20-60
. No. 40 5-25
•
MS 2400-1-R6
Page 3 of 7
2.00 GENERAL PROVISIONS (cont'd)
2.07.2 The material used for blending must meet the quality requirements of
the crusher -run stone, crusher -run gravel or crusher -run slag as herein
prescribed and must be proportioned and uniformly blended with the
crusher -run stone, crusher -run gravel or crusher -run slag to conform to
the gradation requirements of this item. Blending can be performed by
the method of pug mill operation but not by road mixing. When the
Contractor elects to blend material, the gradation for the middle of the
band shall be attempted for the finished product. Each type of crusher -
run aggregate, whether used alone or in combination, shall have a
maximum Los Angeles Abrasion Loss of 65. The plasticity index of the
material passing the No. 40 mesh sieve, on each type of aggregate
used, shall not be greater than six reported to the nearest whole number
and the liquid limit of the material passing the No. 40 mesh sieve, on
each type of aggregate used, shall not be greater than 25 reported to
the nearest whole number. The methods of tests to be utilized in
determining the above requirements shall be as follows:
Type of Test Test Method
• Sieve Analysis
AASHO - T-27
Los Angeles Abrasion Loss
AASHO - T-96
Liquid Limit
AASHO - T-B9
Plastic Limit
AASHO - T-90
Plasticity Index
AASHO - T-91
2.07.3 Connection of Roadway to Main Road - The roadway shall join the main
road with a uniform transition from one pavement to the other. When the
roadway crosses a drainage ditch of the main road, the roadway shall be
depressed or a corrugated drain pipe shall be installed to insure
unobstructed flow in the drainage ditch. The type of connection to the
main road shall be as specified and approved by the municipal authority
having jurisdiction over the main road.
2.07.4 Construction Equipment - Equipment for construction shall be approved
by the Owner's representative prior to construction operations under this
section. Any machine, combination of machines or equipment which will
handle the material without undue segregation and produce the
completed surface course meeting this specification for handling,
spreading, moistening, mixing, and compacting may be used on
approval. If power graders are used for spreading, the material shall be
placed in windrows, uniformly and thoroughly mixed, prior to final
spreading and compaction. Roller and method of rolling shall be such
that maximum density is obtained.
IF]
^(,//-IYa"CRUSHER RUN
5AND5TQNE3 LIMESTONE
OR SLACK (COMPACTED)
* UIJLESS OTHERWISE NOTED ON PLAN
TYPICAL ACCESS ROAD CROSS SECTION
0
MS 2400-1-R6
Page 4 of 7
0
•
0
MS 2400-1-R6
Page 5 of 7
2.00 GENERAL PROVISIONS (cont'd)
2.07.4 Construction Equipment - After final compaction, the thickness of the
compacted stone shall be checked at random locations by the
Contractor in company with the Owner's representative. A minimum of
five checks will be made. In the event that deficiencies are found,
additional checks shall be made to define the limits of the deficient
areas. Any deficiency in excess of/2" shall be corrected.
(A) 2.07.5 Use of Magnesium Chloride (Mg Cl) - When required by the Owner,
magnesium chloride shall be applied to new or existing crushed stone
roads as a dust palliative. Prior to application, the road surface shall be
bladed and shaped to remove all ruts and potholes. The surface shall
then be rolled to prevent rutting by application equipment. Water is
applied at a rate of 0.1 to 0.2 gallons per square yard to prewet the
surface. The magnesium chloride brine with a concentration of 22%
shall then be applied at a rate of 0.5 gallons per square yard. After the
application of the magnesium chloride, the surface shall be rerolled to
produce a smooth, uniform, hard surface.
2.08 Surface Stone for Substations
2.08.1 The surface shall consist of a minimum of 3" of 1'/2" maximum size
limestone or sandstone. All material shall be approved by the Owner
prior to use. All materials shall conform to the following gradation limits;
Square Sieve Size
1'/2 inch
1 inch
'/2 inch
No. 4
No. 8
Total Percent Passing
Thickness shall be as follows;
100
90-100
25-60
0-10
0-5
Substations 230 kV and below 3" minimum
345 kV and above 6" minimum
All other requirements shall be as stated in Section 2.07.2.
MS 2400-1-R6
Page 6 of 7
0
2.00 GENERAL PROVISIONS (cont'd)
2.08.2 The surface stone shall be placed after all subgrade work, foundations,
duct work, etc, have been completed.
2.09 Blasting for Excavation - The blasting for excavation will be permitted only by
approval of the Owner's inspector and in accordance with the applicable laws
and regulations for storage, handling, and use of explosives. Blasting shall be
controlled so as not to disturb the surrounding soil. The owner will not assume
any liability at all for any damages resulting from blasting operations.
2.10 Protection of Existing Facilities - Adjoining property structures, public sidewalks,
curbs, pavements, and the property of public utilities which may be affected by
the excavation must be maintained and restored by the Contractor.
2.11 Cleaning Up - The Contractor shall remove from the Owner's property and from
adjoining public and private property all temporary structures, rubbish, and waste
materials resulting from his operations.
2.12 Safety - It shall be the responsibility of the Contractor to comply with all local and
state building and safety requirements pertaining to excavation operations.
2.13 Engineering - The following engineering services will be provided by the Owner
or it shall be stated otherwise in an attached addendum.
2.13.1 The Contractor shall be furnished with a base line, a bench mark, and
centerline of roadway. The Contractor shall preserve the bench mark
and base line and shall be responsible for any mistakes that may be
caused by the loss or disturbance of any original survey services
provided by the Owner. All other engineering work, including
establishing grades in the field, shall be done by the Contractor at his
own expense.
2.14 Permits - Permits for connection to existing public roads shall be obtained by the
Owner. All other necessary permits from local and state authorities shall be
obtained by the Contractor.
0
is
•
0
Prepared by:
J. R. Glover
Date:
September 28, 1970
Revision 1:
January 8, 1971
Revision 2:
November 22, 1974
Revision 3:
July 10, 1978
Revision 4:
June 30, 1988 (JRG)
Revision 5:
April 7, 1995 (JRG)
Revision 6:
June 20, 1995 (JRG)
Approved by:
H. E. Hutchinson
Manager, Lines Engineering
Approved by:
L. R. Stover
Director, Transmission Engineering
MS 2400-1-R6
Page 7 of 7
•
SECTION III
P-j
LE 7145-L
Page 1 of 3
ALLEGHENY POWER SERVICE CORPORATION
SPECIFICATION FOR EROSION CONTROL AND LANDSCAPING
BERM AND SLOPE TYPE SEEDING
Introduction - The purpose of this specification is to provide for the establishment of a
grass turf on flat or relatively flat areas (berms) and moderately sloped areas (slopes)
up to approximately 2:1. With the recognition of certain minimum requirements
described in the following paragraphs, the Contractor will perform the work in a
manner that will insure the guarantees set forth in this specification are met.
Grading - Areas where berm type grass is to be established shall be graded to
smooth contours. Any irregularities due to erosion or the Contractor's operations shall
be corrected before seeding.
If there are several areas in a project, all shall be graded so that the areas may be
smoothly joined whenever possible.
Drainage - Banks or other areas which are being graded preparatory to seeding shall
be graded to afford adequate and satisfactory drainage from the area.
Ground Preparation - If the planting site is presently infested with weeds, it shall be
mowed to a height not to exceed 3" and then immediately raked, removing the weeds
from the area. If the details of work specify the site is to be treated with a herbicide,
this shall be done after the raking.
All debris and unsuitable materials (stones larger than 3" long) will be removed and
disposed of.
A soil test is recommended but if soil test results are unavailable, apply and work
deeply into the soil six tons agricultural grade limestone and 100-200-200 (100# N,
200# P205 and 200# K20) per acre. This should be done using field cultivators,
heavy duty harrows or heavy disks.
lie
ip
Seed
Birdsfoot Trefoil*
50% "Tretana", 50% "Empire"
Plus
Redtop
Plus
Tall Fescue
"Johnstone"
Plus
Winter Rye
"Aroostook"
#PLS**/Acre
1.1
4
30
+•
LE 7145-L
Page 2 of 3
*Must be treated with specific inoculants.
**Pounds pure live seed (product of purity and germination rate).
Permanent seeding shall take place between March 15 and August 15.
Mulch - Following soil preparation and seeding, the area will be mulched using a
manufactured cellulose fiber according to the maker's instructions or a cereal straw or
grass hay can be used at a rate of three tons per acre. Care will be taken to
distribute the mulch evenly and anchor it on steep slopes.
Guarantee
The contractor shall guarantee that the seeded area will have a
satisfactory stand of specified grasses after one full growing
season. Maintenance shall begin immediately after the area is
seeded and shall continue until a satisfactory turf is established.
If, before a satisfactory turf is established, the surface has
become gullied or otherwise damaged, the affected areas shall be
repaired, relimed or refertilized, and reseeded as originally
specified at no expense to the company.
i1a
Guarantee (cont'd)
A satisfactory turf shall be a close weed free stand of specified
grasses of good color and vigor.
Prepared by: R. M. Hoffman
Date: November 15, 1994
Approved by.
5%
H. E. Hutchinson
Manager, Lines Engineering
1. *
LE 7145-L
Page 3 of 3
•
SECTION IV
•
•
CONSTRUCTION SCHEDULE
Clearing and Grubbing
Erosion & Sedimentation Control
Grading
Seeding
Foundations
Building Construction
Access Road and Parking Area Construction
N/A
Oct. 30, 2000 — Completion
Oct. 30, 2000 — Nov. 8, 2000
Nov. 8, 2000
Nov. 6, 2000 — Nov. 17, 2000
Nov. 20, 2000 — Jan. 12, 2000
Dec. 4, 2000 — Dec. 29, 2000
Minor earth disturbances occurring during building, access road, and parking area
construction will be seeded and mulched within seven days. Any grasses that do not
grow will be reseeded again in the Spring of 2001.
I*
•
APPENDIX A
El
•
•
APPENDIX B
•
•
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