HomeMy WebLinkAbout10-01 Moxon Timbers, Inc. (new lumber kilns & storage bldgs.) - Back Creek - Backfile (2)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 Siltation and Erosion
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) 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 based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
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 the Winchester Department of Public Utilities.
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 City of Winchester Dept. of Public Utilities 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 City of Winchester 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 operators of underground utility lines
in City of Winchester appear below. These numbers shall also be used to serve in an emergency condition.
Water/Sewer: DEPARTMENT OF PUBLIC UTILITES
CITY OF WINCHESTER
P.O. Box 75
Winchester, VA 22604
(540) 667-1815
Phone: Bell -Atlantic
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
Power: Allegheny Power
P.O. Box 1458
Hagerstown, MD 21741
1-800-654-3317
Gas: Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22804
(540) 869-1111
MISS UTILITY 1-800-257-7777
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.
V11. 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.
FIRE MA SHALLS NTE
Fire lane markings and signa�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.
TRIP GENERATION DATA
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TRIPS BASED ON EMPLOYEES
WEEKDAY: 2.10 x 7 = 14.7 TRIPS
SOURCE: ITE TRIP GENERATION 6TH ED. 1997
EXISTING INTERMIATE CONTOUR
33
EXISTING INDEX CONTOUR
330
PROPOSED CONTOUR
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EX E/P
EXISTING EDGE OF PAVEMENT
PROP E/P
PROPOSED EDGE OF PAVEM ENT
C&G
EXISTINGEX
CURB AND GUTTER
PROP C&G
PROPOSED CURB AND GUTTER
CG-5 CG-6R
�
TRANSITION FROM CG-6 TO CG-SR
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE
EX. 15" RCP
EXISTING STORY SEWER
-.
PROP. 15" RCP
PROPOSED STORM SEWER
G SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE
--- G-
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE
_. ..._ ... _.... ... ... _ ... i
FENCELINF
EXISTING POWER POLE
{}
EXISTING TELEPHONE POLE
EXISTINGTo
WA W/ TEE---
--4---
PROPOSED WATERLINE W/ TEE
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER METER
EXISTING REDUCER
PROPOSED REDUCER
STOP SIGN
VEHICLES PER DAY COUNT
100
PROPOSED STREET NAME SIGN
-}-
PROPOSED SANITARY LATERAL CLWOUT 10
SANITARY MANHOLE IDENTIFIER12
STORM DRAIN STRUCTURE IDENTMO
EASEMENTN
CENTERLINE
EXISTINGO ,
PROPOSED SPOT ELEVATION
EXISTING ' ' I 1 R_;I' LINE
12.0
715 ,
AFFROVET Br ZONINO ADMIN15TRA TOR
/-aju
Signature Date
Site Plan shall be valid for five (5) years from date of approval.
SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FRED. CO.
SANITATION AUTHORrrY APPROVAL
;INAL SITE PIAI
APPROVED
;J • e�• � ice- _�/
PROFESSIONAL
THESE IN CONFORMANCE
COUNTYFREDERICK D;, AND
ORDINANCES
ANY DEVIATION OR CHANGE
,;APPROVED
iTHE ZONINGADMINISTRATOR PRIOR
• ;' M •
SGALE 1 "= 2000'
SHEET INDEX
SHEET 1 COVER SHEET
SHEET
2
SITE PLAN
- PHASE I
SHEET
3
SITE PLAN
- PHASE II
SHEET
4
SITE PLAN
- PHASE III
SHEET
5
SITE PLAN -EROSION & SEDIMENT CONTROL
SHEET
6
DETAILS
SHEET
7
WATERMAIN
PLAN AND PROFILE
PARCEL IDENTIFICATION NO.
TOTALSTREET ADDRESS 121 DEVELOPMENT LANE
DISTURBEDPROJECT AREA: 160,619 S,F,
-
CURRENT ZONING: MI
CURRENT .YLUMBER PROCESSING STORAGE
PROPOSED USE: LUMBER PROCESSING AND STORAGE
SETBACKS
FRONT = 75'
SIDE/REAR = 25'
BUILDING
. 0
PROP. I
ENVIRONMENTAL FEATURES
PERCENT
FEATURE DISTURBED
FLOODPLAINS 0
LAKES & PONDS 0
WETLANDS >1AC 0
SINKHOLES 0
NATURAL S.W. 0
DETENTION AREAS
STEEP SLOPES 0
F.A.R. CALCULATIONS
LOT AREA = 268,347.3 sf
G.F.A. = 51,222.3 sf
TOTAL BUILDING / LOT AREA = 0.19 < 1..0 (O.K)
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LANDSCAPED AREA CALCULATIONS _ 0
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94LANDSCAPED AREA REQUIRED= 25% = 67,086 SQ FT p
LANDSCAPED AREA PROVIDED = 53.6% = 143,873.16 SQ FT
NO CHANGE TO EXISTING PARKING LOT
PARKING CALCULATIONS
REQUIRED OFFICE PARKING
1 SPACE PER 250 SQUARE FT
OFFICE AREA = 1000 sf
SPACES REQUIRED = 4
SPACES PROVIDED = 7
REQUIRED WAREHOUSE PARKING
1 SPACE PER EMPLOYEE
SPACES REQUIRED = 7
SPACES PROVIDED = 7
TOTAL SPACES PROVIDED =14
REQUIRED HANDICAP SPACES
HC SPACES REQUIRED =1
HC SPACES PROVIDED =2
TOTAL NO. EMPLOYEES (NO CHANGE) = 12
>15% REQUIRED LOADING SPACE
WOODLANDS 0 1 SPACE PER 40,000 SF FLOOR AREA
SPACES REQUIRED = 2
SPACES PROVIDED = 2
NO SIGNS, OUTDOOR' LIGHTING, OR OUTDOOR TRASH RECEPTACLES ARE PROPOSED FOR THIS SITE.
ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND.
Oi�7�►`:
Project Name:
MU'_"XU''N TIMBERS, INC.
Magisterial District:
BACK CREEK DISTRICT
Developer:
MORON & COMPANY OF DELAWARE, INC.
Engineer Certifying Plan:
Greenway Engineering
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Project Number:
1058
Date of Plan: (Month, Day, Year)
12/13/00 MAY 0 8 2001
Code & Telephone No.
121 DEVELOPMENT LANE
WINCHESTER, VA 22602
(540)869-5661
DEPT, OF PLANNING/DEVELOPMENT
DATE: 12/13/00
Coire & Teleplione No.
121 DEVELOPMENT LANE
WINCHESTER, VA 22602
(540 869-5661
DESIGNED BY: JJT
CHECKED BY: MDS
Code & Telephone No.
151 Windy Hill Lane
Winchester, VA 22602
(540) 662-4185
JOB NO. 1058
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FILE NO. 1058
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m `` — rtN PRO,P�D WATERMAIN EASEMENT 1 7 IN-7 -
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DESIGNED BY: JJT
FILE NO. 1058
SHEET 4 OF 7
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EROSION/SEDIMENT CONTROL LEGEND
NO.
KEY
SYMBOL
DESCRIPTION
3.02
CE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
3.05
O
Y X
SILT FENCE
3.07
IP
STORM DRAIN INLET PROTECTION
3.09
DD
DD
TEMPORARY DIVERSION DIKE
3.10
O
TEMPORARY FILL DIVERSION
3.12
DIVERSION
3.13
ST
••r®F
TEMPORARY SEDIMENT TRAP
3.18
OP
®
OUTLET PROTECTION
3.20
O
—, —, - -
CHECK DAMS
3.33
O
-- �-
SODDING
3•38
O
0-0—0
TREE PROTECTION
LCG
LIMITS OF CLEARING do GRADING
DRAINAGE DIVIDES
CRITICAL SLOPE
— CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF
GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
ESLGND2
EROSION AND SEDIMENT CONTROL NARRATIVE:
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERW 1 SE I ND I GATED, ALL VEGETATIVE AND STRUGTURAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE GONSTRUGTED
AND MAINTAINED AGGORD I NG TO THE MINIMUM STANDARDS AND
SPED I F I GAT I ONS OF THE STATE EROSION AND SEDIMENT CONTROL
HANDBOOIG.
STRUGTURAL MEASURES
SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUGE
EROSION AGROSS THE SITE.
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO
DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING IS
REAGHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL
STABILIZATION SHALL BE APPLIED W1 TH I N SEVEN (7) DAYS TO DENUDED
AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT
FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL
STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT
DORMANT FOR MORE THAN SIX (C) MONTHS.
TOPSOIL THAT HAS BEEN STOGKPILED IS TO BE SURROUNDED WITH SILT
FENGE AND PROTECTED BY MULGH AND/OR TEMPORARY VEGETATION
IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS
ARE TO BE MAGHINE-GOMPAGTED, SEEDED AND MULGHED (HAY MULCH
OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER.
MANAGEMENT STRATEGIES
CONSTRUGTION SHALL BE SEOUENGED SUCH THAT GRADING OPERATIONS
WILL BEGIN AND END AS OU I GKLY AS POSSIBLE.
SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP
IN GRADING AND SHALL BE SEEDED AND MULGHED IMMEDIATELY AFTER
INSTALLATION.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL MEASURES.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STAB I L I ZED, THE
GONTROLS SHALL BE GLEANED UP AND REMOVED.
DEV I GES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND
SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE
NEGESSARY DUE TO GONTRAGTOR PHASING OR OTHER ANTIGIPATED
CONDITIONS. IT IS THE GONTRAGTOR'S RESPONSIBILITY TO PROVIDE
ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO
CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED
AGGORD I NG TO THE STANDARDS IN THE STATE EROSION AND SEDIMENT
CONTROL HANBBOOK.
MA I NTENANGE
ALL CONTROL MEASURES SHALL BE I NSPEGTED DAILY BY THE S 1 TE
SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL
MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED
AREAS SHALL BE GHEGKED REGULARLY TO ENSURE THAT A GOOD
STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS
NEEDED.
TRAPPED SEDIMENT 15 TO BE REMOVED AS REG2U I RED TO MAINTAIN 50961
TRAP EFF I G I ENGY AND DISPOSED OF BY SPREADING ON SITE.
GRAVEL OUTLETS SHALL BE GHEGKED REGULARLY FOR SEDIMENT
BUILDUP. IF THE GRAVEL 15 GLOGGED BY SEDIMENT, I T SHALL BE
REMOVED AND GLEANED OR REPLAGED.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY GONSTRUGT I ON SHALL BE STABILIZED WITH
PERMANENT SEED I NC-5 IMMEDIATELY FOLLOWING FINAL GRADING.
SEDIMENT BASINS AND RIP RAP DAMS SHALL BE GLEANED OUT AND
RE -STAB 1 L I ZED UPON APPROVAL BY THE COUNTY I NSPEGTOR.
RIGHT OF WAY
TREE 5PAGIN6
LAN05GAPE 5GHEDULE
5YM.
130TANICAL NAME
COMMON NAME
51ZE (HEIGHT)
5PAGING
COMMENTS
PINU5 5TROB1,15
WHITE PINE
MIN. 6' HT
8' O.G.
SCREENING
NORWAY
SPRUCE
MIN. b' HT
8' O.G.
SCREENING
NOTE5: TREE MAINTENANCE IN VDOT RIGHT-OF-WAY SUBJECT TO PLANTING AGREEMENT.
AERIAL NO. 6a
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THIS SHEET FOR EROSION � SEDIMENT CONTROL ONLY III
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SCALE: 1" = 30'
DESIGNED BY. JJT
FILE NO. 1058
SHEET 5 OF 7
X
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residentlal
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass r
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties
of
bluegrass from approved list for use In Virginia, 125 tbs,
General Slope (311 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Cropw)K
20 tbs,
150 tbs
Low -Maintenance Slope (Steeper than 30
- Kentucky 31 Fescue
108 tbs,
- Red Top Grass
2 tbs,
- Seasonal Nurse Cropw*
20 tbs,
- Crownvetch
20 lbs.
150 tbs
Perennial Ryegrass will germinate faster and at
lower soli
temperatures than fescue, thereby providing cover
and erosion
resistance for seedbed.
■ Use seasonal nurse crop In accordance with seeding
dates as
stated below,
March, April through May 15th
Annual Rye
May 16th through August 15th
Foxtall Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
x KIK If Flatpea is used, Increase to 30 lbs./acre,
All legume seed
must be properly Inoculated. Weeping Lovegrass may
also be
Included In any slope or low-malntance mixtures during warmer
seeding perlodsl add 10-20 tbs/acre In mixes,
TABLE 3,31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS'
Rate
Planting Dates Species
(Lbs,/acre)
Sept, 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
&
50 - 100
Cereal (Winter) Rye
(Secal cereale)
Feb. 16 - Apr. 30 Anual Ryegrass
60 - 100
(Lolilum multl-florum)
May 1 - Aug. 31 German Millet
50
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one Inch deep, Grasses and legumes
shall be planted with no less than 1/4' soli cover,
GRAVEL SURFACE PHASE I & II
8" 21-B BASE STONE
PAVEMENT SECTION PHASE III
� "-PRIME AND DOUBLE SEAL
�8" 21-B BASE STONE
(PAVEMENT DESIGN CONTINGENT ON GEOTECHINICAL REPORT.)
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE S UPPOR T�
1. SET THE STAKES. 2. EXCAVATE A 47 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
WMAX
TLOV
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4'
4. BACKFI LL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Adapted from Inetalktion of Strff end Fabric Filter Berrien for Sediment W toLYL DSIIC PIA7K 3.05-2
I and ►7eat
SILT FENCE CULVERT INLET
PROTECTION
DISTANCE IS e' MINMUM IF FLOW
IS TOWARD EMBANKMENT
FLOW
OPTIONAL STONE COMBINATION
h'
FLOW
2.5'
'VDOT ;3, #357, /5. 05e OR f57 COARSE AGGREGATE
TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
SOURCE: ADAPTED from VOOT gwiclord Slwb wA Va. DSWC
I RIPRAP
PLATE. 3.08-1
PIPE OUTLET CONDITIONS
A A
STONE CONSTRUCTION ENTRANCE
7W Agm I oasrxw;
PA1fllOVr�
SECTION A -A
ROAFORCED CONCRETE -J DRAM SPACE
SECTION B-B
SOURIf UPO from 1W llorybnd Stondoni� for Soil erosion and Sediment Control, and Vo. XW Plote .I01-1
RECOMMENDED DE WA TERING
SYSTEM FOR SEDIMENT
BASINS
PROVIDE ADEQUATE
STRAPPING
POLYETHYLENE CAP
DEPTH
VARIES AS
TACK WELD --- • REQUIRED
PERFORATED POLYETHYLENE FOR' DRY
-- DRAINAGE TUBING, DIAMETER STORAGE
VARIES (SEE CALCULATIONS IN
APPENDIX 3.14-A)
WET
FERNCO-STYLE ' COUPLING STORAGE
DEWATEPoNG ORIFICE.
SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM,
DIAMETER VARIES (SEE CALCULATIONS IN
CORRUGATED METAL RISER APPENDIX 3.14-A)
NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB
FOR DEWATERING ORIFICE
*DRAINAGE TUBING SHALL COMPLY WITH ASTM F667
AND AASHTO M294
SOURCE: VA. DSWC PLATE. 3.14-15
SEDIMENT BASIN SCHEMA TI C
ELE VA. TIONS
CREST OF EMERGENCY
SPILLWAY
DESIGN 25-Y HIGH WATER
(25-YR. STORM ELEV.)
MIN., 1.0'
MIN. 1.0
RISER CREST
87 C.X./ AC. DEWATERING
DRY " STORAGE DEVICE
87 C.X./ AC.
WET " STORAGE
EDIMENT CLEANOUT POINT
WET ' STORAGE REDUCED
TO 34 C.Y./ ACRE)
DESIGN ELEVATIONS WITH
EMERGENCY SPILLWAY
DESIGN HIGH WATER
(25-YR. STORM ELEV.) MIN. 2.0
MIN. 3.0.
MIN. 0.5MIN. 1.0'
67 C.Y./ AC. :.::.:
DRY - STORAGE
RISER CREST
... % ...................................
57 C.Y./ AC.
WET ' STORAGE DEWATERING
DEVICE
SEDIMENT CLEANOUT POINT
DESIGN ELEVATIONS WITHOUT
EMERGENCY SPILLWAY
(RISER PASSES 25-YR. EVENT)
SOURCE: VA. DSWC PLATE. 3.14-2
B
30' (typ,)
high density
polyethylene
structural plastic
11 1/2' (ty
27 3/4' (typ.) B
Top View Trash Rack Assembly
Trash rack manufactured
by Plastic Solutions Inc.
540-722-4694 ,
HID
LuJ
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1
Steps '---
u
u
.;. 4 .
1.
• A ; V . 4-,
11 3/4
Top of riser �I
7 1/2' -
Precast riser
segment with
flat top
Precast riser
segment
lw�24" reinforced concrete pipe
Precast riser
segment
with base
[ID
DID7.1
Sect. A -A Elev. B-B
NOTE, CUSTOM SIZES AVAILABLE UPON REQUEST
PART NO 24 PYRAMID PLASTIC 240 McGhee Road
P.O, Box 4386
SOL UT�IONS
TRASH RACK Winchester VA 22604
PYD 24 WITH CONCRETE RISER INC. 540-722-4694
rMM,plastic-solutbrizon
LEVEL SPREADER
CROSS SECTION
JUTE, OR EXCELSIOR
OR EQUIVALENT
STAPLED IN PLACE VARIABLE (MIN. 7')
BURIED 8' MIN. 1 6' MIN.
BURIED 8' MIN.
LEVEL LIP OF
SPREADER -
I - AIN e
LEVEL SPREADER WIITH VEGETATED LIP
VDOT j3, #357, /5, #56 OR
#57 COARSE AGGREGATE IN
GALVANIZED WIRE MESH BASKET
• FILTER CLOTH
SECURE WIRE TO GROUND
WITH WIRE STAPLES- -40
7' MIN,
UNDISTURBED
SOIL
VARIABLE (MIN. 7')
SECURE WIRE: MESH TO TIMBER
6X8 TREATED TIMBER
8' MIN. -�
05 REBAR TO
2:1 OR
FLATTER
2:1 OR
FLATTER
A1lN. a•
LEVEL SPREADER WITH RIGID LIP
• MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. h SPEC. 3.19, RIPRAP
SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control Planning and Ddaa llanuai PLATE: 3.21-2
ADJ[IINERS MAP 1"=300'
60B
PIN 63-A-60B
WINC-FRED. CO,
IND.DEV,CORP,
USE, INDUSTRIAL
j � 1
4
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Cj DAWS❑N
USEI VACANT
2.5 ACRES
4/
IN 75-(A)-1B
,V,C. PR❑PERTIES INC. Q�
USE, INDUSTRIAL O
5.04 ACRES
PIN 63-(A)-61
GENERAL ELECTRIC COMPANY
\418,38
I INDUSTRIAL
ACRES
61 3
6\A\
C) PIN 63-(A)-60A
WATTS RICHARD L.
USEI INDUSTRIAL
X, 20.84 ACRES
CULVERT #1 PROFILE
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RIP RAP APRON DIMENSIONS
OUTLET Q(10)
DIA
La(ft)
W(ft)
RIPRAP
1 4.07
POND A 3.90
18
15
4.5
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SCALE: N/A
DESIGNED BY: JJT
FILE NO. 1058
SHEET 6 OF 7
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DATE: 12/13/00 1
SCALE: 1" = 30'
DESIGNED BY: JJT
FILE NO. 1058
SHEET 7 OF 7
GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
Z
V1. All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING IlVTERMIDIATE CONTOUR
5G�4L� 1 "= 2000'
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
33
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Sediment Control Regulations and any other state, federal or local regulations applicable. In
EXISTING INDEX CONTOUR
330
W
County construction standards and specifications and/or current VDOT standards and specifications.
the event of conflict between any of these standards, specifications or plans, the most
r u
iii
stringent shall be govern.
PROPOSED CONTOUR
EX E/P
SITE
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
EXISTING EDGE OF PAVEMENT
Z
must be provided prior to issuance of the site development permit. The approval of these plans in no way
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety
PROP E/P
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
and Health Administration and VOSH Rules and Regulations.
PROPOSED EDGE OF PAVEMENT
Control Handbook.
EXISTING CURB AND GUTTER
EX C&G
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
PROP C&G
(VDOT) prior to construction in existing State right-of-way.
shall be in accordance with the current edition of VDOT's work area protection manual.
PROPOSED CURB AND GUTTER
W
o
to
Furthermore, all traffic control flaggers must be certified in accordance with the latest edition
CG-8
0 CG-8R
m
N
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
of the VDOT Road and Bride Specifications, ifications, Section 104.04-C.
g p
TRANSITION FROM CG-8 TO CG-6R
required under State law.CV
Q
5.
„
The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held
V4. The developer shall be responsible for relocating, at his expense, any and all utilities,
EXISTING TELEPHONE LINE
'
m
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility
PROPOSED TELEPHONE LINE
,�
;_1
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
company. It is the sole responsibility of the developer to locate and identify utility facilities
n
EX. 15 RCP
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d CQ
"
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
or items, which may be in conflict with the proposed construction activity. VDOT approval of
these does the developer this
EXISTING STORM SEWER -�
4
iii
x
Lo os
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
plans not relieve of responsibility.
PROP. 16" RCP
-►
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PROPOSED STORM SEWER
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
V5. Design features relating to field construction, regulations, and control or safety of traffic
W
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representative of the developer must be available at all times.
may be subject to change as deemed necessary by VDOT. Any additional expense incurred as
EXISTING SANITARY SEWER
SHEET INDEX
a result of any field revision will be the responsibility of the developer.
PROPOSED SANITARY SEWER a
19H
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary
EXISTING ELECTRIC SERVICE
SHEET 1 COVER SHEET
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
VDOT land use permits for any work on VDOT right-of-way.
PROPOSED ELECTRIC SERVICE
SHEET 2 SITE PLAN - PHASE I
embankment.
SHEET 3 SITE PLAN - PHASE II
Y
0
V7. If required by the local VDOT Residency Office, a pre -construction conference must be
SHEET 4 SITE PLAN - PHASE III
aoi
9.
All pavement sections on the approved lens are based on a minimum CBR value of 6. CBR values less
P PP P
arranged and held b the engineer and/or developer with the attendance of the contractor,
9 Y 9 / p
EXISTING GAS LINE
�
SHEET 5 SITE PLAN -EROSION &SEDIMENT CONTROL
'e
•�
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
various County agencies, utility companies and VDOT prior to initiation of work.
PROPOSED GAS LINE
SHEET 6 DETAILS
SHEET 7 WATERMAIN PLAN AND PROFILE
rq
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or
PROPERTY LINE _
on the plans and as required at the field inspection.
cease for any undetermined length of time. VDOT will also require 48 hours notice for any
PROJECT INFORMATION
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
inspection.
FLOW LINE
be minimum 6" diameter and conform to VDOT standard SB-1.
FENCELINE x
# N N H # N N
V9. The contractor will be responsible for maintaining adequate access to the project from the
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
adjacent public roadway through construction and maintenance of a construction entrance in
EXISTING POWER POLE
PARCEL IDENTIFICATION NO. 63-6-5
one litter receptacle shall be provided at the construction site.
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02.
STREET ADDRESS: 121 DEVELOPMENT LANE
13.
The from trucks to
Furthermore, access to other properties affected by this project shall be maintained through
EXISTING TELEPHONE POLE
TOTAL AREA: 6.167 AC.
contractor shall provide adequate means of cleaning mud and/or other equipment prior
construction. The Developer shall have, within the limits of the project, an employee certified
EXISTING WATERLINE W/ TEE R
TT -I
PROJECT AREA: 160,619 S,F,
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
by the Department of Conservation and Recreation in Erosion and Sediment Control who shall
-r
DISTURBED AREA: 160.619 S.F.
,
?
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
inspect erosion and siltation control devices and measures for proper installation and
PROPOSED WATERLINE W/ TEE
*
CURRENT ZONING: Ml
Z
_
i
2
condition at all times.
deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly
g
CURRENT USE: LUMBER PROCESSING AND STORAGE
o
S
3
14.
• Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
when no rainfall event occurs.
PROPOSED FIRE HYDRANT
Dv9
PROPOSED USE: LUMBER PROCESSING AND STORAGE
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cutj
sheets, and connections to existing lines.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during
EXISTING WATER VALVE
and at the end of construction.
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
PROPOSED WATER METER
standards and specifications of the Winchester Department of Public Utilities.
V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING REDUCER
SETBACKS F.A.R. CALCULATIONS
r
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED REDUCER,
FRONT = 75 LOT AREA = 268,347.3 sf
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
P y y g
to construction. The contractor shall inform the engineer of any conflicts arising from his existing
V12. Any unusual subsurface conditions encountered during the course of construction shall be
STOP SIGN
a
SIDE/REAR = 25' G.F.A. = 51,222.3 sf
prior
utility verification and the construction.
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
VEHICLES PER DAY COUNT
100
�
TOTAL BUILDING LOT AREA = 0.19 < 1.0 O.K
/ ( )
-
proposed
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
PROPOSED STREET NAME SIGN
+
BUILDING HEIGHT
result of his construction project within or contiguous to the existing right-of-way.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a
PROPOSED SANITARY LATERAL CLEANOUT
LANDSCAPED AREA CALCULATIONS
-
VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT
MAX' 60
w
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
representative shall be present to insure the sample obtained is representative of the location.
SANITARY MANHOLE IDENTIFIER
12
ACTUAL = 24.5
E.,
A
0
o
must be provided to City of Winchester Dept. of Public Utilities prior to issuance of radio and/or site
P y P P grading /
When soil samples are submitted to private laboratories for testing, the samples shall be
LANDSCAPED AREA REQUIRED= 25% = 67,086 SQ FT
0
0
development permits.
clearly identified and labeled as belonging to a project which will be accepted by VDOT and
PROP. KILN 15'
LANDSCAPED AREA PROVIDED = 53.6% = 143,873.16 SQ FT
�
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
that testing shall be conducted according to all applicable VDOT standards.
STORM DRAIN STRUCTURE MENTIFIIIZ O
project. The relocation should be done prior to construction.
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by
NT LINE
PARING LOT LANDSCAPED AREAS
in accordance with state law. In the event ;gravesites are discovered during construction, the owns:-° and
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of
CENTERLINE
engineer must be notified immediately.
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
EXISTING SPOT ELEVATION
12.0
NO CHANGE TO EXISTING PARKING LOT
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT
+
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
approval.
PROPOSED SPOT ELEVATION
715 S
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans
EXISTING TREE DRIP LINE
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
and further where determined necessary by VDOT Inspector.
professional engineer and results submitted to City of Winchester prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way
PARKING CALCULATIONS
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
shall meet VDOT minimum design standards and is the responsibility of the developer.
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or
REQUIRED OFFICE PARKING
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
pavement markings must be installed by the developer or at VDOT's discretion, by VDOT on an
1 SPACE PER 250 SQUARE FT
in City of Winchester appear below. These numbers shall also be used to serve in an emergency condition.
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
OFFICE AREA = 1000 sf
SPACES REQUIRED = 4
#A
UTILITY CONTACTS
post shall be installed a minimum of four (4) feet from the edge of pavement. Sign posts
y
AFFROVED BI ZONIN& ADMIN15TRATOR
I D /�
SPACES PROVIDED =7
cc
Z
shall be of a type found on VDOT's approved list. A copy of this list may be obtained from
E-q
the District Material Section. Contact the local VDOT Residency Office with any questions
REQUIRED WAREHOUSE PARKING
U X
Water/Sewer: DEPARTMENT OF PUBLIC UTILITES Gas: Shenandoah Gas Co.
regarding sign material and placement.
ENVIRONMENTAL FEATURES
1 SPACE PER EMPLOYEE
>
CITY OF WINCHESTER P.O. Box 2400
au4
�'O -O
PERCENT SPACES REQUIRED = 7
E- 4
E 4
P.O. Box 75 Winchester, VA 22604
V18. The developer must provide to the local VDOT office a list of all material sources prior
FEATURE DISTURBED
SPACES PROVIDED = 7
W
U)
VA 22604 540 869-ills
Winchester, ( )
to construction. Copies of all invoices for materials within any dedicated street right-of-way
Signature
Date
FLOODPLAINS 0 TOTAL SPACES PROVIDED =14
W
�, >.;
Q E-+
(540) 667-1815
must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit
and total may be obscured.
LAKES & PONDS 0 REQUIRED HANDICAP SPACES
U1 X
Z
prices
Site Plan shall be valid for five (5) years from date of approval.
WETLANDS >14C 0 HC SPACES REQUIRED =1
O
�D
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a
SINKHOLES 0 HC SPACES PROVIDED =2
04 44
W
mechanical spreader. Density will be determined using the density control strip as specified in
NATURAL S.W. 0 TOTAL NO. EMPLOYEES (NO CHANGE) = 12
W
>
UO
R1
VDOT's Road and Bridge Speccifications -Section 304 and VTM-10. A certified compaction
SITE PLAN VALID FOR (2) TWO YEARS FROM
DATE OF FRED. CO.
DETENTION AREAS
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technician shall perform these tests. A certified copy of the test results shall be provided to
SANITATION AUTHORITY APPROVAL
STEEP SLOPES 0
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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
>15%° REQUIRED LOADING SPACE
X
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Phone: Bell -Atlantic MISS UTILITY 1-800-257-7777
density control strip.
���I" Sid"
WOODLANDS 0 1 SPACE PER 40,000 SF FLOOR AREA
�
P.O. Box 17398
Pi
SPACES REQUIRED = 2
®
W
Baltimore, MD 21297
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of
APPROVED
(301) 954-6282
VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the
densitycontrol in Section 315 VTM 76. A
it `,ire
`°
SPACES PROVIDED = 2
(s.,
strip as specified and certified compaction
P P P
NO SIGNS, OUTDOOR LIGHTING, OR OUTDOOR TRASH RECEPTACLES ARE PROPOSED FOR THIS SITE.
technician shall perform these tests. A certified copy of the test results shall be provided to
ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND.
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.
COVER SHEET
Power: Allegheny Power
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
TH OFV
1
P.O. Box 1458
°ram
Hagerstown, MD 21741
FIRE MARSHALL' S NOTE
1-800-654-3317
J SAS :P1
Project Name:
Project Number:
Fire lane markings and signage:
"No "
S No. 032285
MOXONTIMBER S INC.
1058
Any Parking signs and yellow painted curb locations will be installed
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Magisterial District:
Date of Plan: (Month, Day, Year)
by field inspection at the direction of the Fire Marshall's Office.�s
jS�~
ONAL
BACK
CREEK DISTRICT
12/13/00
MAY 0 8 2001
TRIP GENERATION DATA
DEPT. OF
PLANNING DEVELOPMENT
Owner:
Address, Including Zip Code & Telephone No.
CARS WEEKDAY:
PROFESSIONAL SEAL & SIGNATURE
121 DEVELOPMENT LANE
LAND USE: 140-MANUFACTURING
MOXON & COMPANY OF DELAWARE, INC.
WINCHESTER, VA 22602
DATE:
12/13/00
THESE PLANS ARE IN CONFORMANCE WITH
(540)869-5661
FREDERICK COUNTY STANDARDS AND
Developer:
Address,Including p CodeTelephone o.
TRIPS BASED ON EMPLOYEES
ORDINANCES. ANY DEVIATION OR CHANGE
121 DEVELOPMENT LANE
DESIGNED BY:
JJT
WEEKDAY: 2.10 x 7 = 14.7 TRIPS
IN THESE PLANS SHALL BE APPROVED BY
MOXON & COMPANY OF DELAWARE, INC.
WINCHESTER, VA 22602
CHECKED BY:
MDS
THE ZONING ADMINISTRATOR PRIOR TO
(540 869-5661
CONSTRUCTION
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
SOURCE: ITE TRIP GENERATION 6TH ED. 1997
151 Windy Hill Lane
JOB NO.
1058
Greenway Engineering
Winchester, VA 22602
(540) 662-4185
SHEET
1
OF 7
PIN
WING. -FRET.?. GO. \ N68344
(NOT IA K.ED)
IND. DEV. CORP. I
-- - -- — — -- — U3E: IN?USTRi AL \ rn
\ 5.485 AG. (ADJ.)
\ a.625 AC. (ORIG.) N 3±03'45" E 3g3.1O'
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6.167 AG. (ADJ,) 1
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lQ WATER ESMT. 1 I� .; ; a� 1
+ ° 50.0
X ; EX. BUILDING EX. BUILDING PHASE I
r- I�z USE: OFFICE / MILLING USE: WAREHOUSE X 762 8 I
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A I 14IGHT 24. = 5' X 762.6 HEIGHT = 2.4.5`
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27' KILN
L=47.13' I, I / PHASE I t
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6H0=5 84*03'451, W , II 1 i % REMOVE
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V UT=75a 168r341
ROUTE 881 (Dk\/ELOPMENT LANE) 6 R.O.W. \ -•- -
� MH PR0P485ED WATERMAIN EASEMENT ' � � ► �' ��
RI = t 6 TO �° DEDICATED TO CITY OF WIN�CHE E 5ADE
hJ IN 'f5 UT 5 TOP '1�a tTi
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----~ v i EX. 60' 5EW�RJb�IATEW S EASEMENT '` \
(J)
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RIM= 161.05 INSTALLATION OF WATER LINE SOBJEGT TO
I NY' I hJ= �4a.06 AGREEMENT WITH PROPERTY OWNER. jj
INS! OUT=-745.55
Lu `—, FIN
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ZONED: M
USE: \VA(—1 ANT
- - — _ 30 15 O 30 60
SCALE: 1" = 30'
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DATE: 12/13/00
SCALE: 1" = 30'
DESIGNED BY: JJT
FILE NO. 1058
SHEET 2 OF 7
EM
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WING.-FRED. GO. \ N6b844
1ND. DEV. CORP. \ NOT I�l. K.ED)
--- -- -.� USE: INPU51-RIAL \ rn
5.4&5 AG. (ADJ.) I '
q.h25 AG. (C>R)c�,) N 5� °05'45" E 5g5.10'
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25' B.R.L. — — — — — — �--
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I SPOT SHOTS REPRESENT
PHASE III FINISH GRADE
i PROPOSED LUMBER
j 5TORAGE BU I LD I NO
PHASE II
F.F.= -7-75.3
1
X "1-1h.61
MH
RIM= 761.05 INSTALLATION OF WATER LINE SUBJECT TO 7
AGREEMENT WITH PROPERTY OWNER. -
Q INV OUT= �45.5b `
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DATE: 12/13/00
SCALE: 1" = 30'
DESIGNED BY. JJT
FILE NO. 1058
SHEET 3 OF 7
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WING.-FRED. GO. \ N6584
IND. DEV. CORP. (NOT M ED)
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USE: INDUSTRIAL \ rn L ■ �
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rn --- � _ PRO,P.�OSED WATERMAIN EASEMENT
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DATE: 12/13/00
SCALE: 1" = 30'
DESIGNED BY: JJT
FILE NO. 1058
SHEET 4 OF 7
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EROSION/SEDIMENT CONTROL LEGEND
NO.
KEY
SYMBOL
DESCRIPTION
3.02
CE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
3.05
O
x X
SILT FENCE
3.07
IP
STORM DRAIN INLET PROTECTION
3.09
DD
DD
TEMPORARY DIVERSION DIKE
3.10
TEMPORARY FILL DIVERSION
3.12
DIVERSION
3.13
Po
TEMPORARY SEDIMENT TRAP
3.18
OP
®
OUTLET PROTECTION
3.20
O
—,—,—
CHECK DAMS
3.33
O
-- 0--
SODDING
3•38
O
O—O O
TREE PROTECTION
LCG
LIMITS OF CLEARING do GRADING
DRAINAGE DIVIDES
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WTHIN 14 DAYS AFTER START OF
GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
ESLGND2
EROSION AND SEDIMENT CONTROL NARRATIVE:
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE GONSTRUGTED
AND MAINTAINED AGGORD I NG TO THE MINIMUM STANDARDS AND
SPEC, IF I GATI ONS OF THE STATE EROSION AND SEDIMENT CONTROL
HANDBOOK.
STRUCTURAL MEASURES
SILT FENGE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUGE
EROSION AGROSS THE SITE.
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO
DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING 15
REAGHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL
STABILIZATION SHALL BE APPLIED W I TH I N SEVEN (1) DAYS TO DENUDED
AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT
FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SO I L
STAB 1 L I ZATI ON SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT
DORMANT FOR MORE THAN SIX (6) MONTHS.
TOPSOIL THAT HAS BEEN STOGKPI LED 15 TO BE SURROUNDED WITH SILT
FENGE AND PROTEGTED BY MULGH AND/OR TEMPORARY VEGETATION
IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS
ARE TO BE MAGHINE-GOMPAGTED, SEEDED AND MULGHED (HAY MULGH
OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER.
MANAGEMENT STRATEG 1 ES
GONSTRUGTION SHALL BE SEG2UENGED SUCH THAT GRADING OPERATIONS
WILL BEGIN AND END AS OU I GKLY AS POSSIBLE.
SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP
IN GRADING AND SHALL BE SEEDED AND MULGHED IMMEDIATELY AFTER
INSTALLATION.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANGE OF ALL EROSION AND SEDIMENT
CONTROL MEASURES.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE
GONTROLS SHALL BE GLEANED UP AND REMOVED.
DEVIGES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND
SEDIMENT GONTROLS. ADDITIONAL CONTROL MEASURES MAY BE
NEGESSARY DUE TO GONTRAGTOR PHASING OR OTHER ANTIGIPATED
GOND I T I ONS. IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO PROVIDE
ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO
CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED
AGGORD I NG TO THE STANDARDS IN THE STATE EROSION AND SEDIMENT
CONTROL HANBBOOK.
MAINTENANGE,
ALL CONTROL MEASURES SHALL BE I NSPEGTED DAILY BY THE SITE
SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUGTUIRAL
MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED
AREAS SHALL BE GHEGKED REGULARLY TO ENSURE THAT A GOOD
STAND 15 MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS
NEEDED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REG2U I RED TO MAINTAIN 5096
TRAP E FF I G I ENGY AND DISPOSED OF BY SPREADING ON SITE.
GRAVEL OUTLETS SHALL BE GHECKED REGULARLY FOR SEDIMENT
BUILDUP. IF THE GRAVEL IS GLOGGED BY SEDIMENT, I T SHALL BE
REMOVED AND GLEANED OR REPLAGED.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY GONSTRUGTION SHALL BE STABILIZED WITH
PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING.
SEDIMENT BASINS AND RIP RAP DAMS SHALL BE GLEANED OUT AND
RE -STABILIZED UPON APPROVAL BY THE COUNTY INSPEGTOR.
RIGHT OF WAY
TREE 5PAGIN6
LANDSCAPE SCHEDULE
5YM.
BOTANICAL NAME
COMMON NAME
51ZE (HEIGHT)
5PAGING
COMMENTS
PINUS STROBUS
WHITE PINE
MIN. 6HT
8' O.G.
5GREENIN6
NORWAY
5PRUGE
MIN. 6 HT
8' O.G.
5GREENIN6
NOTE5: TREE MAINTENANGE IN VOOT RIGHT-OF-WAY 5013JEGT TO PLANTING AGREEMENT.
�AFZIAL ty'!. 69
f
PIN 63-A-605
1 W3NG.-FREV. CO.
IND, GEv. COW'.
INpt15TRIA1. \ Ilt
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\ G h25 AG. (CURIO)
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E�� sN
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USE: \/AGANT
THIS SHEET FOR EROSION 4 SEDIMENT CONTROL ONLY III
• 25 • 50 100
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DATE: 12/13/00
SCALE: 1" = 30'
DESIGNED BY: JJT
FILE NO. 1058
SHEET 5 OF 7
X
TABLE 3,32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/M❑UNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrnss
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use In Virginia, 125 Lbs,
General Slope (311 or less)
- Kentucky 31 Fescue
128 tbs,
- Red Top Grass
2 tbs,
- Seasonal Nurse Crop*w
20 lbs.
150 tbs
Low-Mnintenance Slope (Steeper than 30
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 tbs,
- Sensonal Nurse Crop**
20 lbs•
- Crownvetch xrex
20 lbs.
150 tbs
* Perennial Ryegrass will germinate faster and at tower soli
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed,
wN Use seasonal nurse crop in accordance with seeding dates as
stated below)
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtall
Millet
August 16th through Sept.,❑ct,
Annual Rye
November through February
Winter Rye
xxx If Flatpea Is used, Increase to 30 Lbs,/acre, All
legume seed
must be properly Inoculated, Weeping Lovegrass may
also be
Included In any slope or low-maintance mixtures during
warmer
seeding periods) add 10-20 tbs/acre in mixes.
TABLE 3,31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS'
Rate
Planting
Dates
Species
(tbs./acre)
Sept, 1 -
Feb, 15
50/50 Mix of
Annual Ryegrnss
(Lollum multi-florum)
&
50 - 100
Cereal (Winter) Rye
(Seca) cereale)
Feb. 16 -
Apr, 30
Anunl Ryegrass
60 - 100
(Lolilum mutt[-florum)
May 1 -
Aug. 31
German Millet
50
Seeding
Seed shnll be evenly applied with a broadcast seeder, drill,
cultlpacker seeder or hydroseeder, Small grains shall be
planted no more than one Inch deep, Grasses and legumes
shall be planted with no less than 1/4' soli cover.
GRAVEL SURFACE PHASE I & II
8" 21-B BASE STONE
PAVEMENT SECTION PHASE III
PRIME AND DOUBLE SEAL
8" 21-B BASE STONE
(PAVEMENT DESIGN CONTINGENT ON GEOTECHINICAL REPORT.)
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT
1. SET THE STAKES. 2. EXCAVATE A 47X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
WMAX.
J
FLOr
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4-
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
1-1
FLO Or
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
linpted from hotanokm of Shen and libm )!alter Reagan for Sediment CoatroLVL M PIATL 3.05-2
I and ■yant
SILT FENCE CULVERT INLET
PROTECTION
DISTANCE IS e' MINIMUM IF FLOW
LIS TOWARD EMBANKMENT
FLOW
OPTIONAL STONE COMBINATION
1.5'
It�
A
FLOW
--y 2.5'
'vDOT /3, /357, /S, /Se OR i57 COARSE A00REGATE CLASS I RIPRAP
TO REPLACE SILT FENCE IN - HORSESHOE ' WHEN
HIGH VELOCITY OF FLAW IS EXPECTED
SOURCE: ADAPTED from VDOT S widard 9l.o1 mW Vo. DSWC PLATE. 3.08-1
PIPE OUTLET CONDITIONS
A A,
PIPE OTjmF_--T 11 FIAT
AREA WrM NO D9FIN=
CHANNEL
PLAN VIEW
•:!• as
SECTIONOx
A -A 7� CLOT1111 MIT IN XWOMMENDIM FOR ENTIRS PMMWr=
�.+!�•
��• i��:i ������%A 3d.n
do
PIPE ..A-r TO WELL
DEFINED CHANNEL
PLAN VIEW
lid �ri1 �Ii1 �•t,1 �'i� �r�� �•���/-111'I,.
PTLTZR CLOTH MY IN Ir-g'; 1111111COICIMMM FOR
:..
NOTES: 1. APRON LININGRIPRAP. / .MI RIPRAP,/
BASKET. OR CONCH=.
2. La IS THE LENGM OF TEX RIPRAP APRON AS CALCULATED
USING 1
INICHICS.
Source: Va. DSWC Plate 3.18-1
CONSTRUCTION
STONE •
ANCE
70' Aft �,
1-II-11-II=11-11 U �r�"�� � �r�r.��� � � .�r•�r� � ��:�r.�r.�r��:�,.�r.�r.�r.�r.�r."
11=11=11=II=11=
AOOWARE a
SIDE ELEVATION
REQUIRED ow
1aor %r
I--F+olsrTrr£ A9WICE
lo' MIN
COLRSE AM EGNTE
B TO SFDWEIIT
TTUPP•Mc DE
• IIVSr EXTEM FUI L I►IDTH
OF'"IVRESS AM E�
PLAN VIEW
oAE�ITIm
Z)L ; I IUIN A -A
REINFORCED CONCRETE J `- DRAM SAIL£
SECTION B-B
SOURCE.• AaVfED from yp 1lorybnd Standoms for Sal erosion and ,Segment Conhol, and Va OX Pbte J02-1
RECOMMENDED DE WA TERING
SYSTEM FOR SEDIMENT
BASINS
PROVIDE ADEQUATE
STRAPPING
POLYETHYLENE CAP
-__ DEPTH
TACK WELD VARIES AS
--- • REQUIRED
PERFORATED POLYETHYLENE FOR" DRY -
-- DRAINAGE TUBING, DIAMETER STORAGE
VARIES (SEE CALCULATIONS IN
APPENDIX 3.14-A)
I I \\
I
WET
FERNCO-STYLE - coupuNG STORAGE
DEWATERING ORIFICE,
SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM,
DIAMETER VARIES (SEE CALCULATIONS IN
CORRUGATED METAL RISER APPENDIX 3.14-A)
NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB
FOR DEWATERING ORIFICE
DRAINAGE TUBING SHALL COMPLY WITH ASTM F667
AND AASHTO M294
SOURCE: VA. DSWC PLATE. 3.14-15
SEDIMENT BASIN SCHEMA TI C
ELEVATIONS
CREST OF EMERGENCY
SPILLWAY
DESIGN HIGH WATER
(25-YR. STORM ELIEV.)
MIN. 1.0'
0.5'
MIN. 1.0
RISER CREST
87 C.Y./ AC. DEWATERING
DRY -STORAGE DEVICE
87 C.Y./ AC.
::.
WET "STORAGE ...:...
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EDUCED
DESIGN ELEVATIONS WITH
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DESIGN HIGH WATER
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.0'
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67 C.Y./ AC.
DRY -STORAGE
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DESIGN ELEVATIONS WITHOUT
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SOURCE: VA. DSWC PLATE. 3.14-2
B
30' (typ.)
high density
polyethylene
structural plastic
11 1/2' (typ,)
A 27 3/4' (typ,) A B
i Top View I Trash Rack Assembly
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Precast riser
segment C
with base
• .:.a• .•�..
Sect. A -A Elev. B-B
NOTE, CUSTOM SIZES AVAILABLE UPON REQUEST
PART NO 24" PYRAMID PLASTIC 240 McGhee Road
P.O. Box 4366
SOLUTIONS
TRASH RACK Winchester VA 22604
PYD 24 WITH CONCRETE RISER INC. 540-722-4694
www.plastic-solutbn.con
LEVEL SPREADER
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JUTE, OR EXCELSIOR
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VDOT /3, #357, f 5, #55 OR
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GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER
• FlLTER CLOTH 8X6 TREATED TIMBER
SECURE WIRE TO GROUND Ir
8- MIN.
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SOUR(&: VA. DNC AND N.C. Erosion and Sediment Control Planning and ,sign Manual PLATE: 3.21-2
ADJOINERS MAP 1"=300'
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PIN 63-(A)-61
GENERAL ELECTRIC COMPANY
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USEI INDUSTRIAL
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DESIGNED BY: JJT
FILE NO. 1058
SHEET 7 OF 7
1
E�
GREENWAY ENGINEERING
r` 151 Windy Hill Lane
Founded in 1971 Winchester, Virginia 22602
Project Name: Moxon Timbers - Waterline Extension & ADA Parkin
File No: 1058
Date: Nov 6, 2013
To: FC Planning Dept
From: Jeremy Tweedie
Attn: Candice Perkins GREENWAY ENGINEERING
Copied Phone: 540-662-4185
Fax: 540-722-9528
Delivery: ❑ Fed Ex ❑ U.S. Mail Courier ❑ Pick Up
❑ Other
❑ Urgent For Your Review ❑ As You Requested ❑ Please Comment
Message
Candice,
Please find attached the following for the county records, no review required
- l set of the Site plan
Should you have any questions please call.
Thank you
Hand Delivery and Pic s Only:
Received b : Date:
y
lease Print Name: �' `�
CENERAL NOTES VPOT CENERAL NOTES
1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion
and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent
construction, must be provided prior to issuance of the site development permit. The approval of these plans shall govern.
in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and
Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
Trans ortation V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be
(VDOT� and Frederick County prior to construction in existing State right-of-way. in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge
required under State law. Specifications.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
held with the Developer, County Representatives, and Representatives of the Virginia epartment of traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies.
Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The It is the sole responsibility of the developer to locate and identify utility facilities or items that may be
developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the
Refer to developer from this responsibility.
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field
representative of the developer must be available at all times. revision shall be the responsibility of the developer.
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 land
Control Devices (MUTCD). use permits for any work within VDOT right-of-way.
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 shall be arranged and
embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies,
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR value's less utility companies and VDOT prior to initiation of work.
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any
indicated on the plans and as required at the field inspection. required or requested inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
be minimum 6" diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained in accordance with
Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other
12, Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than properties affected by this project shall be maintained through construction. The Developer shall have,
one litter receptacle shall be provided at the construction site. within the limits of the project, an employee certified by the Virginia Department of Conservation and
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly
to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take rectified.
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the
14. Notification shall be given to the appropriate utility company prior to construction of water and/or end of construction.
sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
cut sheets, and connections to existing lines. thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the conflict points.
current standards and specifications of the Frederick County Sanitation Authority.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the encountered during the course of construction shall be immediately brought to the attention of he
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT.
utility verification and the proposed construction.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
result of his construction project within or contiguous to the existing right-of-way. present to insure the sample obtained is representative of the location. When soil samples are submitted
private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a
18. When grading is proposed within easements of utilities, letters of permission from all involved companies o p
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site project to be accepted by VDOT and that testing shall be performed in accordance with all applicable
development permits. VDOT standards and procedures.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be
project. The relocation should be done prior to construction. compacted in six (6) inch 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
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent
in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be
engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
Engineering) at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT.
approved pan.
,> „ V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard VDOT minimum design standards and is the responsibility of the developer.
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 y17. Prior to VDOT acceptance of an streets, all required street si na a and/or pavement markings shall
geotechnical report has been prepared, it should supersede the requirements in this note. P Y q g g / P g
be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed the Manual On Uniform Traffic Control Devices.
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 V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency start of construction. Copies of all invoices for materials utilized within any dedicated street
condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit
24. All utilities to be located underground. and total prices may be obscured.
V19. Aggregate base and subbase materials shall be laced on subgrade by means of a mechanical
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. spreader. Density will be determined using the density control strip in accordance with Section 304 of
the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform
these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity
CON
STRUCTION NSTRU CTI N NOT to be present during the construction and testing of the density control strip.
V20. Asphalt concrete pavements shall the placed in accordance with Section 315 of the VDOT Road and
1. The Authority's Water and Sewer Standards and Specifications are available at www.fesa-water.com Bridge Specifications. Density shall be determined using the density control strip as specified in Section
315 and VTM-76. A certified comppaction technician shall perform these tests. Certified copies of test
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be
notified and given the opportunity to be present during the construction and testing of the control strip.
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
V21. In accordance with. Section 302.03, the foundations for pipe culverts thirty-six (36) inches and
4. The contractor shall coordinate with, and arrange for inspection by, the Authority. larger shall be explored below the bottom of the excavation to determine the type and condition of the
foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard
PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design
6. When an existing water (or forced sewer) main is tapped for the installation of a new line: and/or need for foundation stabilization. shall be determined by the engineer and approved by VDOT.
a) The Authority shall furnish all labor and material. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced
b) The contractor must: below proposed foundation elevation to determine the type and condition of the foundation. The
1. make application and pay deposit contractor shall submit copies of borehole togs and report findings of foundation exploration to the
2. mark the tap location. engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT
3. coordinate installation with the engineering -assistant. Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place
box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
Inspector. be determined by the engineer and approved by VDOT.
8. The Authority's maintenance division shall furnish and install all water meters through 2" in size, V23. Approval of these plans shall expire three (3) years from the date of the approval letter.
It is the contractor's responsibility to have the meter box assembly installed correctly. V24. VDOT,, Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
Before a permanent meter is installed: specified by VDOT.
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b) The frame and cover shall be set to final grade. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
c) The distance between the top of the cover and the coppersetter shall to be between 18 and .21 inches. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT
d) All components of the meter box assembly shall be in proper working order. after grading is mostly complete. FIRE `_ j� ,(jS[1,�j®
9. For water and sewer services that connect to existing lines: `=L 9� N T
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. Fire lane markings and signage:
b) An Application for Service must be made and fees paid before work will begin. Any "No Parking" signs and yellow painted curb locations will be installed
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. by field inspection at the direction of the Fire Marshal's Office.
d) 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 shall furnish and install the meter vault assembly. The Authority will install the meter. TRIP � CENFRA TIN DATA
e) The Authority will install all sewer laterals. CLASS USE PER EMPLOYEE * TRIP RATE TRIP RATE USE VPD
10. Any water service line must have a backflow prevention assembly (detector double check or
RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
NO ADDITIONAL TRIP
PROPOSED WITH THIS
PLAN
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ,
as required).
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire
line shall also
have a fire service meter. This assembly shall be installed immediately before the backflow
prevention
unit. Radio read remotes are required.
* TA
EN FROM ITE TRIP GENERATIO
7TH EDITION
12. FCSA to review the mechanical plan(s) for design and material approval of:
�vvMrlf
a) the domestic water meter and its backflow prevention device, and/or
UTILITY
C NTA l� 1 0
b) the fire services line's backflow prevention device.
Water/ DEPARTMENT OF PUBLIC UTILITES
Phone:
Verizon
Sewer: CITY OF WINCHESTER
P.O. Box 17398
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a
P.O. Box 75
Baltimore, MD 21297
copy of the station's DEQ approved 0&M manual. These documents must be received before
substantial
Winchester, VA 22604
(301) 954-6282
completion is issued and water meters released.
(540) 667-1815
Power: Rappahannock Electric Coop
Kelly Court
Gas:
Shenandoah Gas Co.
P.O. Box
HAN.DICAPPE PARKINC NOTE
Fro
Front Royal, VA 22630
1-800-552-3904
Winchesterr,, VA 22604
(540) 869--1111
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
LECEND VICINITY M4P
SCALE: 1" = 2000'
EXISTING INTERMEDIATE CONTOUR "MOME
Aug
EXISTING INDEX CONTOUR 330 BAN
EN 11177 MEN
PROPOSED CONTOUR 400
EME
EXISTING EDGE OF PAVEMENT --- --am
-
PROPOSED EDGE OF PAVEMENT N,
EXISTING CURB AND GUTTER - - �O100
PROPOSED CURB AND GUTTER /�
TRANSITION TO REVERSE CURB 4`S'�r
EXISTING TELEPHONE LINE - - T - -- - -- T - - -- -. T - -- - - o/ o� CO 00
0
PROPOSED TELEPHONE LINE T '�co ��>W vt
c Q� 1 0
•0 � co
EXISTING STORM SEWER oQF O �` 00 0
PROPOSED STORM SEWER Ron 3- CD L
EXISTING SANITARY SEWER __S - - - S - -� O �� ` x CV
C
PROPOSED SANITARY SEWER SMEN
EXISTING ELECTRIC SERVICE - - E - - - - E -- - - -- E- - -- o o
� � Nt
PROPOSED ELECTRIC SERVICE E LO
°A
EXISTING GAS LINE -- -- C -- __ . _ �; _ __ _ __ .__. ___ H
PROPOSED GAS LINE G SHEET .L.s' T INDEX
PROPERTY LINE COVER SHEET 1
00 00
EXISTING EASEMENT LINE _�___ __ _� ___ - SITE PLAN 2 A � o
PROPOSED EASEMENT LINE p
CENTERLINE
EXISTING TREE LINE w cl)
FLOW LINE .. ...
FENCELINE - X__ X _ X
EXISTING UTILITY POLE/GUIDE WIRE s
EXISTING TELEPHONE PEDESTAL L___i
EXISTING WATERLINE W/ TEE - - - Z
PROPOSED WATERLINE W/ TEE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
EXISTING FIRE HYDRANT/VALVE/METER OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
PROPOSED FIRE HYDRANT/VALVE/METER ® P J`ECT INFRA TION w
PROPOSED REDUCER ��pp
SIGNS `I
PARCEL IDENTIFICATION NO. 63-6-5
PARKING INDICATOR 12 TOTAL AREA: 6.167 AC. STREET ADDRESS: 121 DEVELOPMENT LANE
NUMBER
INDICATES THE OF TYPICAL PARKING SPACES PROJECT AREA: 3,500 S,F,
DISTURBED AREA: 3,500 S,F,
HANDICAP PARKING CURRENT ZONING: Ml
�- CURRENT USE: LUMBER PROCESSING AND STORAGE F
PROPOSED USE: LUMBER PROCESSING AND STORAGE
VEHICLES PER DAY COUNT I®® PREVIOUSLY APPROVED PLANS: SP#10-01 q
PROPOSED BUILDING ENTRANCE
NO SIGNS, OUTDOOR LIGHTING, OR OUTDOOR TRASH RECEPTACLES ,ARE PROPOSED FOR THIS SITE. TH OF Gj
PROPOSED SANITARY LATERAL CLEANOUT S ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND.
O �
SANITARY MANHOLE IDENTIFIER 12 MARK D, SMITHrd Lic. NO. 22837
STORM DRAIN STRUCTURE IDENTIFIER O EROSION & SEDIMENT CONTROL MEASURES:
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT ZONAL
EXISTING SPOT ELEVATION. CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK.
PROPOSED SPOT ELEVATION X35
PERMITS:
LIGHT POLE OWNER/DEVELOPER/CONTRACPR
SHALL BE RESPONSIBLE TO
OBTAIN ALL REQUIRED LOCAL,
SURVEY AND T POCRAP IC INFORMATION STATE, E FEDERAL
EVELOPME PERMITS AND
BUILDING CONSTRUCTION.
1. Boundary survey was performed by:
GREENWAY ENGINEERING Dated: 2013 H
FREDERICK COUNTY INSPECTION DEPARTMENT NOTES: Z C)
2. Aerial, horizontal and vertical control surveys were Buildings shah comply with The Virginia Uniform Statewide Building Code and Section 304, B-
perf performed by: GREENWAY ENGINEERING 2013 Business use Group and Section 303. Odter Code that applies is ICC/ANSI Al 17.1-03 E
(Year) Accessible and Usable Buildings and Facilities and International Energy Code 2009. Design � >
3. Aerial topographic mapping performed by: plans submitted for perntit application shall be sealed by a Virginia Licensed Resign Q
NA Dated: NA Professional
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Building shall comply with height and area requirements as allowed for type of construction in W � Z
T503, IBC 2009. Proposed Building addition is two story. Combined area exceed 3000 sq R W
and is required to be provided with an accessible route to the second floor per IBC Section 110 �
APPROVALApproaches and door clearances for mainexit/entrance shall comply with. ANSI Al 17.1-03. �
60% of all entrances shall meet ANSI Al �7.1-03. Please provide elevation marks along
accessible entrances
0 0
Handicap parking shall comply with ANSI Al 17.1-03. Site indicates two accessible parking as UJ k_4 W
required per USBC 1106. A minimum of 8' unloading area with an 8' parking area is required/. la �
FREDERICK COUNTY ZONING ADMINISTRATOR DATE IBC 1106.6 requires HC parking to be looted on the shortest accessible route of travel from W (�
* adjacent arldn to the accessible building entrance. Please provided elevations at all four W (1;
APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) p g � p �
YEARS FROM THE DATE OF PLANNING APPROVAL comers of each parkinghmloading area to,&tzmine slope Ac U w
WERE
Ill
Please note the requirements in Chapter 17 of ICC for special inspection requirements on the U
type of .( Soils, concrete etc..).
Project Name:
Magisterial District:
BACK CREEK
Owner:
OUlY4 "onyiTO'.101:T.
Developer:
Engineer Certifying Plan:
GREENWAY ENGINEERING
f
Project Number:
1058
Date of Plan: (Month, Day, Year
NOV. 5, 2013
Address, Including Zip Code & Telephone No.
DATE: NOV 5, 2013
121 INDEPENDENCE DRIVE
WINCHESTER, VA 22603
540-869-5661
SCALE: N/A
Address, Including Zip Code & Telephone No.
121 INDEPENDENCE DRIVE
DESIGNED BY: JNT
WINCHESTER, VA 22602
540-869-5661
FILE NO. 1058
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
SHEET 1 OF 2
WINCHESTER, VA 22602
(540) 662-4185
13 - 2'7
PIPE
DIA.
PLUGS, WYES &
TEES
11 1/4* AND 22 1/2*
BENDS
45* AND 0*
BENDS
A
I B
C
A
B
C
A
B
C
6"
Y-O"
0'-9"
1'-0"
0'-9"
0'-9"
0'-9"
13"
0'-9"
1'-9"
8"
1'-7'
0'-9"
1'-3"
0'-9"
0'-9"
0'-9"
16"
W-9-
2'-3"
10"
1'-6"
0'-9"
1'-6"
V-G"
0'-9"
F-3"
1-9"
0'-9"
2-6"
_12"
1'-13"
2'-6"
I'-V
11-01,
1--6"
20"
11-011
3'-0Y'
14"
1'-0"
V-0"
1'-3"
11-01,
1'-6"
2'-6"
11-0111
4-0"
16"
2-3"
10"
3-6"
1'-6'
e'-o"
2-9"
1,-0,,
46"
13"
3'-9"
1'-6"
1'-3"
2'-0"
3'-0"
I-V
4'-9"
1'-6"
4'-0"
1'-9'
1'-6"
2'-VI
X-V
1-6"
5'-0"
I r 4 A I
PC,
Z
WINCHESTER APPROVED
18)9
FIRE HYDRANT
o
a
1/2"+ 1/2"
2" MIN.
18" SQ 4" THICK
I
CONCRETE PAD REQUIRED
0
6" MAX.
IN UNPAVED AREAS
1;
4
f V
4e V
of f of V of of oe f, 0 f .I
3 as
,off
11 1/4 THRU 90* BENDS
24" MIN. 0
5' MAX
D
HIGH ENSITY
A
. . 4
E-
6.
CONC. BASE
SCREW TYPE
ADJUSTABLE
BLDI
GALv. )RODS OVER FITTINGS AND
VALVE BOX
7 CU. FT. MIN.
EMBEDDED IN CONCRETE THRUST BLOCKS
36" MIN COVER
#57 STONE
FITTING SIZE
ROD SIZE NO, RODS EMBEDMENT
12" & LESS
6 2
301,
VALVE
BOX ADAPTER
0 0 0;
0
go
01,0100 0
0 0000
lo� 0
GATE VALVE
14"-20"
CONCRETE
a 2
36"
0
0
0 0 "
0
0 00 0
, 0 *.*Q
0
—7
0,
VERTICAL BENDS
FITTING [vpk,UME
OF THRUST BLOCK IN CU.YD.
*
4
SIZE
/2 1 *5*
1 90*
STONE BEDDING
6"
1.3
DATE: NOV
5, 2013
THRUST BLOCKS FOR' VERTICAL 101,
1.8
3.7
11 0 0 00 .0.0. ;01
0 ;O.
-0-
UP BENDS SHALL BE THE SAME 121,
- 1.2 2.8
5.5
14"
�0; , Go
90,00010901.0,-0. -.00
0
CONCRETE
SCALE: I"=20'
AS FOR HORIZONTAL BENDS.
0;0 10 0 0
0 0 :0:0:0s0:0:o:o:o�
THRUST BLOCK
14"
0.5 1.7 319
7.6
:0:00tototot000go
A 0 ;C.,;Oo 0
000 - 0000 90900
16'
019 2.3 5.1
MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED
0 a 0 0
02.0! Moo 0 0 0 "DOG 0 900a
0-0io '*�o 00 0 00
RESTRAINED
HYDRANT TEE
WATER LINE SHAM ALSO BE SECURED W/JOINT RESTRAINTS
1.4 312 6.3
BY USING MEGA —LUG RESTRAINING FLANGES
102 . G')�00G:1'0'00'00'00\—
JOINTS S
DESIGNED
BY. JNT
PER CITY OF WINCHESTER STD. DETAIL WD-10 201,
2.2 4,5 7.8
BOND BREAKERri
18"
ONE LAYER #15 FELTFILE
NO.
1058
STANDARD
CONCRETE THRUST BLOCKING
DATE:
2/09
STANDARD
TYPICAL VALVE & BOX INSTALLATION
DATE: 2/09
STANDARD
DATE: 2/09
SHEET 2
OF 2
FIRE HYDRANT INSTALLATION
DETAIL NO.
SCALE: NONE
DETAIL
NO.
SCALE: NONE
DETAIL NO.
SCALE: NONE
WD-11
WD- 9
WD- 8
13-27
CENERAL NOTES
VIP 0T GENERAL NOTES
LECEND
VICINITY MAP
1. Methods and materials used in the construction of the improvements herein shall conform to the current
Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
SCALE: 1 = 2000'
Z
County construction standards and specifications and/or current VDOT standards and specifications.
Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion
--- �-- - ``
EXISTING INTERMEDIATE CONTOUR -330
including detention basins during
and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of
2. Measures to control erosion and siltation, ponds serving as silt
a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent
EXISTING INDEX CONTOUR J" 330
construction, must be provided prior to issuance of the site development permit. The approval of these plans
shall govern.
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in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and
PROPOSED CONTOUR 400
Sediment Control Handbook.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
EXISTING EDGE OF PAVEMENT
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3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
Trans ortation
Trans and Frederick County prior to construction in existing State right-of-way.
V3. When working within VDOT right-of-way, alltraffic control, whether permanent or temporary, shall be
PROPOSED EDGE OF PAVEMENT
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law
in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic
EXISTING CURB AND GUTTER -- -
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
State law.
control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge
Specifications.
PROPOSED CURB AND GUTTER
i,�
required under
Gs�
"A
TRANSITION TO REVERSE CURB • --,u - � rt �_� �
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5. The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
- - -
EXISTING TELEPHONE LINE - - - - - T - - - T -
of c
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LO
CO
held with the Developer, Count Representatives, and Representatives of the Virginia Department of
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Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The
traffic signal poles, ,unction boxes, controllers, etc., owned by VDOT or private /public utility companies.
It is the sole responsibility of the developer to locate and identify utility facilities or items that may be
PROPOSED TELEPHONE LINE T
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develo er will be responsible for providing guardrail and paved ditches as determined by this joint inspection.
Refer
in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the
developer from this
EXISTING STORM SEWER
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responsibility.
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5. Design features to field traffic be
PROPOSED STORM SEWER
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I M
6. An approved set of and all applicable must be available at the construction site. Also, a
relating iconstruction, regulations, and control or safety of may
to deemed by VDOT. Any incurred field
�'
plans permits
representative of the developer must be available at all times.
subject change as necessary additional expense as a result of any
be the the developer.
EXISTING SANITARY SEWER ®®S®� �SS�
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revision shall responsibility of
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land
PROPOSED SANITARY SEWER S
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Control Devices MUTCD .
( )
use permits for any work within VDOT right-of-way.
__
EXISTING ELECTRIC SERVICE -E - - - -E - - - -E - �-
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o
4
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 shall be arranged and
PROPOSED ELECTRIC SERVICE E
embankment.
held by the engineer and/or developer with the attendance of the contractor, various County agencies,
EXISTING GAS LINE - -G- - - - G - - - -G - - -
LO
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
utility companies and VDOT prior to initiation of work.
PROPOSED GAS LINE G
SHEET INDEX
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
V8. The contractor shall notif the local VDOT Resident Office when work is to be in or cease for an
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PROPERTY LINE ®®
i
SHEET 1
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any
COVER
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indicated on the plans and as required at the field inspection.
required or requested inspection.
EXISTING EASEMENT LANE - -
SITE PLAN 2
a) 0,
11. All springs shall be capped and i ed to the nearest storm sewer manholes or curb inlet. The i e shall
PP piped pipe
be minimum 6" diameter and conform to VDOT standard SB-1.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
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public roadway via a construction entrance that is constructed and maintained in accordance with
PROPOSED EASEMENT LINE
CENTERLINE
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12. Construction debris be in the Virginia Litter Control Act; less than
Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other
W
shall containerized accordance with no
litter be the
properties affected by this project shall be maintained through construction. The Developer shall have,
EXISTING TREE LINE
w
one receptacle shall provided at construction site.
within the limits of the project, an employee certified by the Virginia Department of Conservation and
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
FLOW LINE ...
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior
to it is the to dust, to take
and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly
FENCELINE x X
entering public streets, and contractors responsibility clean streets, allay andp
rectified.
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
EXISTING UTILITY POLE/GUIDE WIRE '
condition at all times.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the
EXISTING TELEPHONE PEDESTAL 0
14. Notification shall be given to the appropriate utility company prior to construction of water and/or
end of construction.
EXISTING WATERLINE W/ TEE __W - - - - - - w- - -
sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits,
cut sheets, and connections to existing lines.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at
PROPOSED WATERLINE W/ TEE
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the
conflict points.
EXISTING FIRE HYDRANT/VALVE/METER D60 0 a
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
V)
current standards and specifications of the Frederick County Sanitation Authority.
V12. An
16. The location in these taken from It be the
unusual subsurface conditions e.g , unsuitable soils, s rin s, sinkholes, voids, caves, etc.)
PROPOSED FIRE HYDRANT/VALVE/METER ® ®�®
PROJECT INFORMATION
of existing utilities shown plans are existing records. shall
to the horizontal location
encountered during the course of construction shall be immediately brought to the attention of the
W
PROPOSED REDUCER
w
contractors responsibility verify exact and vertical of all existing utilities as needed
engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
engineer and approved by VDOT.
SIGNS
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
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative to and fill. Where CBR testing is required, VDOT be
PARCEL IDENTIFICATION NO. 63-6-5
result of his construction project within or contiguous to the existing right-of-way.
prior placement a representative shall
to insure the sample obtained is representative of the location. When soil samples are submitted
Flo testing,
PARKING INDICATOR
Al2
STREET ADDRESS: 121 DEVELOPMENT LANE
TOTAL AREA: 6.167 AC.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
to private laboratories for the samples shall be clearly identified and labeled as belonging to a
$
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
PROJECT AREA: 3 F500 S
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
project to be accepted by VDOT and that testing shall be performed in accordance with all applicable
,
development permits.
VDOT standards and procedures.
DISTURBED AREA: 3,500 S,F,
CURRENT ZONING: Mi
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
V14. All roadway fill, base, subgrade :material, and backfill in utility/storm sewer trenches shall be
HANDICAP PARKING
CURRENT USE: LUMBER PROCESSING AND STORAGE
project. The relocation should be done prior to construction.
compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99
PROPOSED USE: LUMBER PROCESSING AND STORAGE
Method A, within lus or minus 2% of optimum moisture for the full width of any dedicated street
phe
VEHICLES PER DAY COUNT 100
PREVIOUSLY APPROVED PLANS:
20. These plans identify the location of all known ravesites. Gravesites shown on this plan will be protected
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right -of. -way. At direction of VDOT, density tests shall be performed b a qualified independent
g Y• t Y P Y q P
SP 10-01
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in accordance with state law. In the event gravesites are discovered during construction, the owner and
agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be
engineer must be notified immediately.
submitted to VDOT daily, unless specified otherwise.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway
En ineerin at 540 662-4185 immediate) of an discrepancies between actual field conditions and the
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VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
specified by VDOT.
speV15cified
PROPOSED BUILDING ENTRANCE
NO SIGNS, OUTDOOR LIGHTING, OR OUTDOOR TRASH RECEPTACLES ARE PROPOSED FOR THIS SITE.
^ H OF
approved plan.
PROPOSED SANITARY LATERAL CLEANOUT S
ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
f
VDOT minimum design standards and is the responsibility of the developer.
O ,�
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. I.f a
SANITARY MANHOLE IDENTIFIER 12
MARK D, SMITH
geotechnical report has been prepared, it should supersede the requirements in this note.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall
be installed by the developer or, at VDOT s discretion, by VDOT on an account receivable basis following
(_IC. N0. 22837
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
the Manual On Uniform Traffic Control Devices.
STORM DRAIN STRUCTURE IDENTIFIER O
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demolition. Names the
The shall Residency to the
sstreet
EROSION & SEDIMENT CONTROL MEASURES:
�
s`s10
excavation numbers
provideprior
Copieser
invo for
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
L
utilitylinesentF ederickCountr appear numbers shall also toand
usedserveeintors an emergency
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eOT
start of construction. all materialsutilized within any nl dedicated
condition.
right-of-way must be prvided to the local VDOT Residency Office prior to acceptance of the work. Unit
EXISTING SPOT ELEVATION 135.4
CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM
06061
and total prices may be obscured.
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
24. All utilities to be located underground.
HANDBOOK.
25. All outdoor lighting must be shielded from adjoining and road right-of-ways.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical
properties
spreader. Density will be determined using the density control strip in accordance with Section 304 of
PROPOSED SPOT ELEVATION X3�
- - - -
- --
the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform
PERMITS:
these tests. Certified copies of test reports shall be submitted to VDT daily, unless specified otherwise.
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc.
In addition 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.
LIGHT POLE
OWNER/DEVELOPER/CONTRACOR
SHALL BE RESPONSIBLE TO
FCSA CONSTRUCTION NOTES
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and
OBTAIN ALL REQUIRED LOCAL,
STATE, & FEDERAL PERMITS
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
Bridge Specifications. Density shall be determined using the density control strip as specified in Section
315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test
SURVEY AND TOPOGRAPHIC INFORMATION
FOR SITE DEVELOPMENT AND
reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT be
BUILDING CONSTRUCTION.
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
representative shall
notified and given the opportunity to be present during the construction and testing of the control strip.
1. Boundary survey was performed by:
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
GREENWAY ENGINEERING Dated: 2013
�
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and
larger shall be explored below the bottom of the excavation to determine the type and condition of the
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FREDERICK COUNTY INSPECTION DEPARTMENT NOTES:
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4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for
2. Aerial, horizontal and vertical control surveys were
Y
Buildings The Virginia Uniform Statewide Building Code Section 304, B-
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5. The tie-in line to by drilling the
a proval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bride Standard
performed by: GREENWAY ENGINEERING 2013
shall comply with and
Business use Group and Section 303.Other Code that applies is ICC/ANSI A117.1-03
� [_-,
contractor shall a new sewer an existing manhole core manhole.
P -1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design
(Year)
`S'
and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
Accesssable and Facilities and International Energy Code 2009. Design
Accessible and UBuildings�
6. When an existing water (or forced sewer) main is tapped for the installation of a new line:
3. Aerial topographic mapping performed by:
plans submitted for permit application shall be sealed by a Virginia Licensed Design
Q
a) The Authority shall furnish all labor and material.
V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced
NA Dated: NA
Professional_
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b) The contractor must:
below proposed foundation elevation to determine the type and condition of the foundation. The
1. make application and a deposit
PP pay P
2. mark the to location.
contractor shall submit copies of borehole logs and report findings of foundation exploration to the
engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT
Building shall comply with height and area. requirements as allowed for type of construction in
4X � E�
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Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place
T503, IBC 2009. Proposed Building addition is two story. Combined area exceed 3000 sq R
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3. coordinate installation with the engineering -assistant.
box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
and is required to be provided with an accessible route to the second floor per IBC Section l 10
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7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's
unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
be determined by the bVDOT.
E-,
APPROVAL
engineer and approved
yInspector.
Approaches and door clearances for main exittentrance shall comply with ANSI Al17.1-03.
Z
8. The Authority's maintenance division shall furnish and install all water meters through 2" in size.>
V23. Approval of these plans shall expire three (3) years from the date of the approval letter.
60% of all entrances shall meet ANSI Al 17.1-03. Please provide elevation marks along
accessible entrances
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It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
specified by VDOT.
Handicap parking shall comply with ANSI Al 17.1-03. Site indicates two accessible parking as
® 04
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a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b) The frame be to final
V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
required per USBC 1106. A minimum of 8' unloading area with an 8' parking area is requiredd.
IBC 1106.6 requires HC to be located on the shortest accessible route of travel from
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and cover shall set grade.
parking
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c The distance between the to of the cover and the co ersetter shall to be between 18 and 21 inches.
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accordance with VDOT s installation criteria. Final approval of the guardrail layout to be given by VDOT
after grading is mostly complete.
* APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
adjacent parking to the accessible building entrance. Please provided elevations at all four
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each to determine
J (24
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4-49.
d) All components of the meter box assembly shall be in proper working order.
YEARS FROM THE DATE OF PLANNING APPROVAL
comers of parking/unloading area slope
PIKE MARSHALS NOTE
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For water and sewer services that connect to existing lines:
Please note the requirements in Chapter 17 of ICC for special inspection requirements on the
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a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
Fire lane markings and signage:
"No
type ofstnicture.( Soils, concrete etc..).
b) An Application for Service must be made and fees paid before work will begin.
Any Parking" signs and yellow painted curb locations will be installed
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
by field inspection at the direction of the Fire Marshal's Office.
d) 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 shall furnish and install the meter vault assembly. The Authority will
TRIP GENERA TION DATA
install the meter.
Pro eCt Name:
j
Project Number:
e) The Authority will install all sewer laterals.
1'IOX ON
TIYBER S
1058
CLASS
USE
PER EMPLOYEE
* TRIP RATE
TRIP RATE USE
VPD
10. Any water service line must have a backflow prevention assembly (detector double check or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
Magisterial District:
Date of Plan: (Month, Day, Year)
NO ADDITIONAL TRIP
PROPOSED WITH THIS
PLAN
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
BACK CREEK
NOV. 5 2013
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also
have a fire service meter. This assembly shall be installed immediately before the backflow prevention
Owner:
Address, Including Zip Code & Telephone No.
DATE: NOV 5, 2013
unit. Radio read remotes are required.
* TA
EN FROM ITE TRIP GENERATIO
7TH EDITION
121 INDEPENDENCE DRIVE
UTILITY CONTACTS
12. FCSA to review the mechanical plan(s) for design and material approval of:
MOON TI�B'ERs INC.
WINCHESTER, VA 22603
WINCHESTER,
a) the domestic water meter and its backflow prevention device, and/or
SCALE: N/A
Water/ DEPARTMENT OF PUBLIC UTILITES Phone: Verizon
b) the fire services line's backflow prevention device.
Sewer: CITY OF WINCHESTER P.O. Box 17398
Developer:
Address, Including Zip Code & Telephone No.
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a
P.O. Box 75 Baltimore, MD 21297
121 INDEPENDENCE DRIVE
DESIGNED BY: JNT
copy of the station's DEQ approved 0&M manual. These documents must be received before substantial
Winchester, VA 22604 (301) 954-6282
MORON TIMBERS INC.
WINCHESTER, VA 22602
FILE NO. 1058
completion is issued and water meters released.
(540) 667-1815
540-869-5661
Power: Rappahannock Electric Coop Gas: Shenandoah Gas Co.
P.O. Box 2400
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
HANDICAPPED PARKING NOTE
137 Kelly Court
SHEET
Winchester, VA 22604
1-800 5521390422630 (540) 869-1111
GREENWAY ENGINEERING
151 WINDY HILL LANE
WINCHESTER, VA 22602
1 OF 2
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
(540) 662-4185
13-27
PIPE
DIA.
PLUGS, WYES &
TEES
11 1/4* AND 22 1/2*
BENDS
45* AND 0*
BENDS
A
B
C
A
B
C
C
A
B
C
6-
V-0"
0'-9-
I'-(Y'
0-9-
0'-9"
0'-9"
9
1'-3"
0,-g,,
11-91,
R-
F-3"
0'-9"
V-3"
0'-9"
0'-9"
0 9
16"
01-91,
21-31,
1'-6'-'-
V-0"
0'-9"
V-3",
11-9"
0'-9"
2-6"
12"
V-9"
V-0"
2'-6"
V-3"
11-01,
[11-0111'-6"
V-6"
2'-()"
11-01,
3'-0"
14"
2'-0"
V-0"
7-0-
1 V-3"
2'-6"
11-0111
4'-0"
16"
2'-3"
1'-0"
36"
V-6"
1,-o,,
2'-0"
21-91,
1,-o,,
46"
18" 12'-6"
1 11-3"
39"
1'-6"
V-3" 1
20"
X-C"
V-3"
t4'- 9 "
1 20" 12'-9"
1 V-6"
4'-0"
V-9"
2_0"
3'-3"
V-6"
5'-0"
. ..........
T r 4 A A
�
z ISI
WINCHESTER APPROVED
18
FIRE HYDRANT
0
ul
X
a
8" SQ 4" THICK
0 me
1/2"+ 1/2"
2" MIN.
6" MAX
CONCRETE PAD REQUIRED
IN UNPAVED AREAS
I
ld
11 1/4 THRU 90* BENDS
24" MIN. 0
5' MAX
HIGH DENSITY
a
n e
6.
s
CONC. BASE
SCREW TYPE
ADJUSTABLE
GALV, nRODS OVER FITTINGS
VALVE BOX
AND
7 CU. FT. MIN.
2�
EMBEDDED IN CONCRETE THRUST BLOCKS
36" MIN COVER
#57 STONE
FITTING SIZE
ROD SIZE NO, RODS EMBEDMENT
tr7
12" LESS
6 a
30"
VALVE
BOX ADAPTER
0
0 0 0 0 0 0
go o a ..:o ;;
1 10
; g0;0;0;0;0
GATE VALVE
CONCRETE 14"-20"
2
36"
0 00-
0 0 000 0
. Q 0 Oa 00 00
ow0wow
0-' Xf
ogagogo 0 '09
1 0 (000000
0
)00
_,oxox
0,
0 0. .0.*00,.
110
VERTICAL BENDS
FITTING I
VOLUME OF THRUST BLOC IN CU.YD.I
4T
g 9
SIZE 1
11 1 22 /2 'T
go*
STONE BEDDING
6"
1.3
DATE: NOV
5, 2013
THRUST BLOCKS FOR VERTICAL
LI
1.8
213
3.7
ygogogozago;
ogog
9090
I I
•
UP BENDS SHALL BE THE SAME
1.2 eZ
515
14"
zw
0
'000 -ogogogogogoz goo
0 0*0
CONCRETE
SCALE: 110=20'
AS FOR HORIZONTAL BENDS.
8
:00 10 ogogol,10:0:0 3:
1. 0 0 0 00000000000000044);o 00
0
THRUST BLOCK
14"
0,5 1.7 3.9
7,6
A .0 0 m 0
-00 0.00
000.0 0 0000a 0 0 o0o'n'-.050,60on .
0 0
16"
0.9 2.3 5.1
MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED
0 o o
0 0 0 0 000
zo, 00 0 0 ;.go
NN 0 000 000 0
0 0 0 0002 '0
RESTRAINED
HYDRANT TEE
is"
WATER LINE SHALL ALSO BE SECURED W/JOINT RESTRAINTS
1.4 32 6.3
-
BY USING MEGA —LUG RESTRAINING FLANGES
__
g-oo\—
JOINTS
DESIGNED
BY. JNT
PER ClTY OF WiNCHESTER STD. DETAIL WD-10 201,
2.2 4.5 7.8
-
BOND BREAKERt/'
ONE LAYER #15 FELT
18"
FILE NO.
1058
STANDARD CONCRETE THRUST BLOCKING
DATE:
2/09
STANDARD
TYPICAL VALVE & BOX INSTALLATION DATE: 2/09
STANDARD
DATE: 2/09
SHEET 2
OF 2
FIRE HYDRANT INSTALLATION
DETAIL NO.
SCALE: NONE
DETAIL
SCALE: NONE
DETAIL NO.
SCALE: NONE
WD-11
WD- 9
WD- 8
13-27