HomeMy WebLinkAbout42-01 Jucapa , L.C. (Warehouse Addition) - Stonewall - Backfile (2)0
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CENERAL NOTES VDOT CENERAL NOTES LECEND VICINITY MAP CD
Vl. All work on this project shall conform to the latest editions of the Virginia Department of Z
1. Methods and materials used in the construction of the improvements herein shall conform to the current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXTSTIIdG INTERMEDIATE CONTOUR SCALE 1"= 2000' M
County construction standards and specifications and/or current VDOT standards and specifications. 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 be EXISTING INDEX CONTOUR 330
govern.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, UJ
must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR 40 W
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 EXISTING EDGE OF PAVEMENT EX `t/P _ -__ Z
Control Handbook. Health Administration and VOSH Rules and Regulations. PROP E/P o �,
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation PROPOSED EDGE OF PAVEMENT ° , ram-
p g g P P V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX C46
(VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all EXISTING CURB AND GUTTER
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP \`1
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is P�,�F C�;L ,�• / W cu
Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER �� " CD
required under State law. �
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R -- -� -- -- - - �' `� N
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held R� c
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
the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE - - �-- ° �� � �
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity.VDOT approval of these plans does not gyp° ° 'SITE C __ � N
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of his responsibility. PP P PROPOSED TELEPHONE LINE T T ''oe J L n
P P Y
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EXISTING STORM SEWER =-r EX, 15 11 F'-,F � J � - �
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V5. Design features relating to field construction, regulations, and control or safety of traffic may (U6. 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 e ■
representative of the developer must be available at all times. an field revision will be the res onsibilit of the develo er. PROPOSED STORM SEWER '� Pike UJ >1.� i
Y responsibility P �e W _S� s v-
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 SEINER Ae / cc3 s aLO
Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEINER PROJECT INFORMA TION 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, a pre -construction conference must be arranged
EXISTING ELECTRIC SERVICE
embankment. SITE LOCATION LOT 1 - BAKER LANE INDUSTRIAL PARK
and held by the engineer and/or developer with the attendance of the contractor, various County .- i
agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE EX STREET ADDRESS 934 BAKER LANE L L
9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California - L
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed WINCHESTER, VA 22601 /iN V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE "' v
for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. PARCEL IDENTIFICATION NO. 54-7-1
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE G LOT AREA. 1.4250 AC
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 o w o
adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE DISTURBED AREA 0.22 AC �
support values of the soils in the subgrade. Final pavement design shall be submitted during construction accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, CURRENT ZONING M1
and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE - -► - CURRENT USE OFFICE, WAREHOUSE, AND GARAGE
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 PROPOSED USE WAREHOUSE (ADDITION)
on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING P0WER POLE BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 22'
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.
EXKLSTING TELEPHONE POLE t� SIGNS: NONE PROPOSED. ANY FUTURE SIGNS TO
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 MUST CONFORM WITH THE STANDARDS
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 -� $��$ OF SECTION 165-30 OF THE
one litter receptacle shall be provided at the construction site. FREDERICK COUNTY ZONING ORDINANCE.
P P Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE w �'®W OUTDOOR LIGHTING: PROPOSED BUILDING MOUNTED. ALL LIGHTING
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment rior to 36" cover and, when possible, to be installed under roadway drainage facilities.
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entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING FIRE HYDRANT BE SHIELDED TO PREVENT ILLUMINATIONT OF ADJACENT PROPERTIES.
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
V12. Any unusual subsurface conditions encountered during the course of construction shall be
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: 142
until an adequate design can be determined by the engineer and approved by VDOT. SIDE: 25' SIDE: 33'
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED WATER METER ® REAR: 25' REAR: 48'
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER PARKING SETBACKS: FROM ROAD R/W=25'
sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples FROM PROPERTY LINE=5
are submitted to private laboratories for testing, the samples shall be clearly identified and. labeled PROPOSED REDUCER DUMPSTERS: NONE PROPOSED
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN -�
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. according to all applicable VDOTwhich
standards. OUTDOOR STORAGE: NONE PROPOSED
HANDICAP RAMP (CG-12) ��, /r
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT •� �•�� �
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be CC�� 12pD�/� pRR DI��N PARKING CALCULATIONS U
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method STANDARD I�AI!(P STRUCfI OFFICE GARAGE `-' �
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing ,
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street REQUIRED: 1 SPACE PER 250 S.F. REQUIRED: 3 SPACES PER SERVICE BAY -,
utility verification and the proposed construction. PARKING INDICATOR 12 E 4 Z
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES EX. 2500 S.F. / 250 = 10 SPACES EX. 2 SERVICE BAYS x 3 = 6 SPACES ■ �-�
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A WAREHOUSE
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. ® REQUIRED: 1 SPACE PER EMPLOYEE Q
P j g g g Y• TEST PIT LOCATION ■ F--�
EX. 0 EMPLOYEES = 0 SPACES
18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and E-4 >
g g P P P P PROP. WAREHOUSE = 2 EMPLOYEES = 2 SPACES
must be ]provided to Frederick County Sanitation Authority prior to issuance of grading and/or site ffurther where determined necessary by VDOT Inspector. W
development permits. HANDICAP PARKING TOTAL SPACES REQUIRED = 18 ~ >
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall HANDICAP SPACES REQUIRED = 2 x W E 4
19. The developer will be responsible for the relocation of an utilities which is required as a result off his meet VDOT minimum design standards and is the responsibility of the developer. TOTAL = 20 a Z
P P Y q VEHICLES PER DAY COUNT 100 EX. SPACES = 29 a _U) O
project. The relocation should be done prior to construction. V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement P Y Y Y q g g / P PROPOSED BUILDING ENTRANCE LOADING SPACES W ��
20. These plans identify the location of all known ravesites. 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
P Y 8 P P REQUIRED: 1 SPACE PER 40,000 S.F.
receivable basis. Stop signs shall be thin 30 inches tall with high intensity sheeting. The
in accordance with state law. In the event gravesites are discovered during construction, the owner and P g Y g Y g• TOTAL FLOOR AREA = 18,986 S.F. = 1 SPACE 0 �
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 _ _ % LOADING SPACES PROVIDED = 1
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on U U U
VDOT's approved list. A co of this list may be obtained from the District Material Section. OPEN SPACE CALCULATIONS F.A.R. CALCULATIONS
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering PP PY Y PROPOSED STREET NAME SIGN 11
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. T REQUIRED: 25% = 15,518 S.F. REQUIRED: 1.0 W
PROPOSED SANITARY LATERAL CLEANOUT
EX. BUILDING = 13,500 S.F. EX. BUILDING = 13,500 S.F.
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 EX. PAVED AREA=20,422 S.F. PROP. BUILDING = 5,486 S.F. W W
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER 12 PROP. BUILDING = 5,486 S.F. TOTAL = 18,986 S.F. Z
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professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices EX. GRAVEL AREA = 3,000 S.F. 18,986 / 62,073 = 0.31 F.A.R. Q 4
may be obscured.
geotechnical report has been prepared, it should supersede the requirements in this note. PROP. GRAVEL AREA = 2,745 S.F. E-1
0 =
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical STORM DRAIN STRUCTURE IDENTIFIER TOTAL 45,153 S.F.62,073 - 45,153 = 16,920 = 27% OPEN SPACE PROVIDED
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
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 EASEMENT LINE
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to NO ENVIRONMENTAL FEATURES ON THIS SITE
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
present during the construction and testing of the density control strip.
EXISTING SPOT ELEVATION 12.0 TRIP GENERATION DATA
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road +
and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 1151 CLASS USE TRIP RATE USE VPD
specified in Section 315 and VTM-76. A certified compaction technician shall 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. f
EXISTING TREE Vic. ,' l 15" nh< 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. r..
P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE c�r-il 15' OAK 15' PINE
Winchester, VA. 22604 Winchester, VA 22604 �r rT r�T �'
(540) 868-1061 (540) 869-1111 FCSA CONSTRU Cl l ON NOTES
Power: Allegheny Power Phone: VERIZON
P.O. Box 1458 P.O. Box 17398 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SEAL COVER SHEET
Hagerstown, MD 21741 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION
1-800-654-3317 Baltimore, MD 21297
(301) 954--6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. Project Name:
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S JUCAPA
INSPECTOR. L.C.
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF �ALTH
MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME t' Owner: Address, Including Zip Code & Telephone No.
�r AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
FIRE MARSIIAL'iJ NOTE BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE �' 1600 AMHERST ST.
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN o JUCAPA L.C. WINCHESTER, VA 22601
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX t� ICHAE S QQ2 K (540) 662-6633
ri S S ASSEMBLY INSTALLED CORRECTLY. "d L N�SE No. Developer: Fire lane markin s and si na e: ` p Address, Including Zip Code & Telephone No.
Any "No Parking" signs and yellow painted curb locations will be installed 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: off, 031162
by field inspection at the direction of the Fire Marshall's Office. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING UEET INDEX �SSIONAL � SAME
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. Si�
FIRE FLOW DATA: HYD# FIRE FLOW DATA: _HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
STATIC PRESSURE = STATIC PRESSURE = C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: SEP X G Address, Including Zip Code & Telephone No.
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE
RESIDUAL PRESSURE = RESIDUAL PRESSURE = THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING - • � �.; ,•� -�- 1 ��WINCHESTER, VA 22602
AVAILABLE FLOW = AVAILABLE FLOW = (540) 662-4185
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. 1 COVER SHEET PROFESSIONAL SEAL &SIGNATURE DATE: 9/5/01
SOURCE: SOURCE: B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE APPROVAL
DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS 2 SITE PLAN THESE PLANS ARE IN CONFORMANCE WITH
COMPLETED. COUNTY OF FREDERICK STANDARDS AND SCALE: N / A
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. ORDINANCES. ANY DEVIATION OR CHANGEIN THESE PLANS SHALL BE APPROVED BY 2� 1 ��� DESIGNED BY:
HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE AS
REMOTE READOUT IS REQUIRED.
Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A J❑B N❑. 3121
no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. *SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
A REMOTE READOUT IS REQUIRED. SHEET 1 OF 02
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TREE LEGEND
5YMBOL
OUANTI TY
NAME
HEIGHT AT TI
OF PLANTING
REMARK-5
2" GAL AT
RM
4
RED MAPLE
TIME OF
B$B
PLANTING
3' HIGH AT
60' o 3' O.G.
JAPANE5E YEW
TIME OF
CONTAINER
PLANTING
MUSE ROAD
ROUTE 1347
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NOTE: A 516N PERMIT)
MAY BE REQUIRED FOR
EXISTING SIGN BEFORE AN
OCCUPANCY PERMIT WILL 54--7-2
BE ISSUED. GGG HOLDIN65 LTD.
54-A-q7B
HELMUT 8 61SELA M. RADER
ZONED: M-1
USE: MANUFAGTURIN6
DB. 593 PG. 83
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.
r
FLOW III
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
SOURCE:
%allow t
1-1
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
=1 ("'-
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
IIII WIRE
from Installation of Straw and Fabric Fdter Harriers for Sediment Control, PIATE. 3.06-1
NOTES:
I. STORMWATER MANAGEMENT FOR THIS
SITE IS PROVIDED FOR BY A POND
ON HELMUT i GISELA M. RADER LOT,
(MONOFLO, ING.)
2. THE BUILDING MOUNTED OUTDOOR
LIGHTING AND ALL OTHER OUTDOOR
LIGHTING IS TO BE SHIELDED TO
PREVENT ILLUMINATION OF ADJACENT
PROPERTIES.
5. ALL PROPOSED UTILITIES SHALL BE
LOCATED UNDERGROUND.
4. EXISTING UNDERGROUND POWER,
TELEPHONE, AND GAS TO BE
RELOCATED BY UTILITY COMPANIES.
5. BOUNDARY INFORMATION TAKEN
FROM SURVEY PLAT PREPARED BY
RIGHIE 5URVEY5, DATED NOVEMBER 2,
IQ84.
RE5PON51BLE LAND D15TURBER
NAME:
GERTIFIGATION #:
DATE:
THE RE5PON51BLE LAND DISTURBER
15 THE PARTY RE5PON51BLE FOR
GARRIN6 OUT THE LAND DISTURBING
ACTIVITY A5 5ET FORTH IN THE PLANS.
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DATE: 9/5/01 1
SCALE: 1"=20'
DESIGNED BY: AS
JOB NO. 3121
SHEET 02 OF 02
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1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
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
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
for actual determination of required pavement thickness prior to placement. All final pavement and base
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true
support values of the soils in the subgrade. Final pavement design shall be submitted during construction
and prior to placement.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. ' Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
UTILITY CONTA CTS
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 (540) 869-1111
Power: Allegheny Power Phone: VERIZON
P.O. Box 1458 P.O. Box 17398
Hagerstown, MD 21741 Baltimore, MD 21297
1-800-654-3317
(301) 954-6282
MISS UTILITY 1-800-257-7777
FIREMARSHAL'S NOTE
Fire lane markings and si a e:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW =
SOURCE:
DATE:
FIRE FLOW DATA: HYD#
STATIC PRESSURE =
RESIDUAL PRESSURE _
AVAILABLE FLOW =
SOURCE:
DATE:
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
01110#41iby ME
V1. 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 be
govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
Health Administration and VOSH Rules and Regulations.
V3. 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 flaggers must be certified in accordance with the latest edition of the VDOT Road and
Bridge Specifications, Section 104.04-C.
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is
the sole responsibility of the developer to locate and identify utility facilities or items, which may
be in conflict with the proposed construction activity. VDOT approval of these plans does not
relieve the developer of this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
any field revision will be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work on VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction 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.
V8. The 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.
V9. The contractor will be responsible for maintaining adequate 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, Section 3.02. Furthermore,
access to other properties affected by this project shall be maintained through construction. The
Developer shall have, within the limits of the project, an employee certified by the Department of
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
control devices and measures for proper installation and deficiencies immediately after each rainfall,
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
at the end of construction.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
36" cover and, when possible, to be installed under roadway drainage facilities.
V12. Any unusual subsurface conditions encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
until an adequate design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
shall be present to insure the sample obtained is representative of the location. When soil samples
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
according to all applicable VDOT standards.
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
further where determined necessary by VDOT Inspector.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
meet VDOT minimum design standards and is the responsibility of the developer.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
Contact the local VDOT Residency Office with any questions regarding sign material and placement.
V18. The developer must provide to the local VDOT office a list of all material sources prior to
construction. Copies of all invoices for materials within any dedicated street right-of-way must be
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
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
and Bridge Specifications -Section 315. Density will be determined using the density control strip as
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR.
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
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
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
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.
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
COMPLETED.
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
REMOTE READOUT IS REQUIRED.
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE READOUT IS REQUIRED.
EXISTING INTERMEDIATE CONTOUR 33
EXISTING INDEX CONTOUR 330
PROPOSED CONTOUR 40
EXISTING EDGE OF PAVEMENT EX ESP
PROPOSED EDGE OF PAVEMENT PROP E/P
EXISTING CURB AND GUTTER - --
PROPOSED CURB AND GUTTER
EX 616
PROP C&C
C16-6 K7 CFI-6i2
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE
T T
EXISTING STORM SEWER
-� E" 15" F"` P
PROP. 15" RGP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
P
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE
...- ... ... - ... -.- ... _ ... t
FENCELINE
---- ---- °t----- -- -k --
EXISTING POWER POLE���j
EXISTING TELEPHONE POLE
l.._}
EXISTING WATERLINE W/ TEE
' T- ,
PROPOSED WATERLINE W/ TEE
WT y`-
EXISTING FUZE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER METER
EXISTING REDUCER
PROPOSED REDUCER
STOP SIGN
:HANDICAP RAMP (CG-12)
��DGGEN017ES LOCATION OF D STD VDOT
STANDADRA1fP STR 8M&
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
'TEST PIT LOCATION
HANDICAP PARKING
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE LINE
EXISTING TREE
1
2
12
O
12.0
+
115 3
( r
15` `JAK
15° PINE
15' OAK
15" PINE
COVER SHEET
SITE PLAN
VICINITY MAP
SCALE 1"= 2000'
ITE
PROJECT INFORMA TION
SITE LOCATION
LOT 1 - BAKER LANE INDUSTRIAL PARK
EX STREET ADDRESS:
934 BAKER LANE
WINCHESTER, VA 22601
PARCEL IDENTIFICATION NO.
54-7-1
LOT AREA
1.4250 AC
DISTURBED AREA
0.22 AC
CURRENT ZONING
M 1
CURRENT USE
OFFICE, WAREHOUSE, AND GARAGE
PROPOSED USE
WAREHOUSE (ADDITION)
BUILDING HEIGHT:
MAXIMUM ALLOWED = 60' PROPOSED = 22'
SIGNS:
NONE PROPOSED. ANY FUTURE SIGNS TO
MUST CONFORM WITH THE STANDARDS
OF SECTION 165-30 OF THE
FREDERICK COUNTY ZONING ORDINANCE.
OUTDOOR LIGHTING:
PROPOSED BUILDING MOUNTED. ALL LIGHTING
TO BE SHIELDED TO PREVENT ILLUMINATION
OF ADJACENT PROPERTIES.
BUILDING SETBACKS:
REQUIRED: FRONT: 75' PROPOSED: FRONT: 142'
SIDE: 25' SIDE: 33'
REAR: 25' REAR: 48'
PARKING SETBACKS:
FROM ROAD R/W=25'
FROM PROPERTY LINE=5'
DUMPSTERS:
NONE PROPOSED
OUTDOOR STORAGE:
NONE PROPOSED
PARKING CALCULATIONS
OFFICE
GARAGE
REQUIRED: 1 SPACE PER 250 S.F. REQUIRED: 3 SPACES PER SERVICE BAY
EX. 2500 S.F. / 250
= 10 SPACES EX. 2 SERVICE BAYS x 3 = 6 SPACES
WAREHOUSE
REQUIRED: 1 SPACE PER EMPLOYEE
EX. 0 EMPLOYEES = 0 SPACES
PROP. WAREHOUSE = 2 EMPLOYEES = 2 SPACES
TOTAL SPACES REQUIRED = 18
HANDICAP SPACES REQUIRED = 2
TOTAL = 20
EX. SPACES = 29
LOADING SPACES
REQUIRED: 1 SPACE PER 40,000 S.F.
TOTAL FLOOR AREA = 18,986 S.F. = 1 SPACE
LOADING SPACES PROVIDED = 1
OPEN SPACE CALCULATIONS F.A.R. CALCULATIONS
REQUIRED: 25% =
15,518 S.F. REQUIRED: 1.0
EX. BUILDING =
13,500 S.F. EX. BUILDING = 13,500 S.F.
EX. PAVED AREA=20,422
S.F. PROP. BUILDING = 5,486 S.F.
PROP. BUILDING =
5,486 S.F. TOTAL = 18,986 S.F.
EX. GRAVEL AREA =
3,000 S.F. 18,986 / 62,073 = 0.31 F.A.R.
PROP. GRAVEL AREA =
2,745 S.F.
TOTAL =
45,153 S.F.
62,073 - 45,153 = 16,920 = 27% OPEN SPACE PROVIDED
NO ENVIRONMENTAL FEATURES ON THIS SITE
TRIP CENERATION DATA
Project Name:
L Tii
TRIP RATE USE
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I kt Owner: Address, Including Zip Code & Telephone No.
✓" 1600 AMHERST ST.
ICHAE S K _ JUCAPA L.C. WINCHESTER, VA 22601
L �Q� (540) 662-6633
SE No. Developer: P a Address, Including Zip Code &Telephone No.
031162 1` _
It's G �a�
STONAL SAME
S E P
Engineer Certifying Plan: Ad,e s, Including Zip Code &Telephone No.
DEPT, OF PLANMNGXV_LU 9 ;51 WINDY HILL LANE
GREENWAY ENGINEERING WINCHESTER, VA 22602
(540) 662-4185
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
APPROVAL
FREDERICK COUNTY ZONING ADMINISTRATOR
1112
DATE
•SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
DATE: 9/5/01
SCALE, N/A
DESIGNED BY,
AS
JOB NO. 3121
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