HomeMy WebLinkAbout70-05 Stephens City Storage - Self Storage & Business Services - Opequon - Backfile (2)M
GE1VERAL N07E5 VDOT GENERAL NOTES y
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V1. All work on this project shall conform to the current editions of and latest revisions to the ';x � , ;' • ,� • , ` Rad l4 `"
1. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS WILL BE IN CONFORMANCE WITH CURRENT
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FREDERICK COUNTY AND/OR VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. Virginia Department of Transportation VDOT Road and Bridge Specifications and Standards, the: a �1 . , r ° e *« " +' FazJlla� 5r
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2. EROSION AND SEDIMENT CONTROL DEVICES TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND e:¢"�° • ";
local regulations. In case of a discrepancy or conflict between the Standards or Specifications �� ez�' _ " ,�+" "; -1• • 1.0 . h ti, •,'` ;j ,r „� ,
SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS. Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or
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and Regulations, the most stringent shall govern. / o " ,,�',_ " , ,�`ru t
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3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES ORS>' �, °' • a •' l • * m r` a" I �f
CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety , g • sue• ,.-� • '�®1
and Health Administration (OSHA), and Virginia Occupational Safety &Health (VOSH) Rules and T .�� • �,�"'� � • � �
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4. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, � f` • •
/ Regulations. � % `''�� s ,; �.,.� �::�.. . � •�. f»
PRIOR TO ENTERING STATE RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR '° " • ' " • 4 ,
LAYING DUST AND TO TAKE ALL APPROPRIATE IMEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND+ • « �f 4 `> f
/> as � ® r� � 'i lJ � "`': ./•'' '� ar t ti \ a r'' ♦ p , •„� a ,� r , \\ .•�'__
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, �` •� '"�," �•• .. -� � -0�e �-:.�, � {f�^•• �� ,�4�,A �r7F� � �> ,��
DUST FREE CONDITION AT ALL TIMES. y • *. :' '' -�' a ��O
shall be in accordance with the current edition of VDOT s Work Area Protection Manual. r - + I �• y/,I. 4 , • , a
CONSTRUCTION Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) ?�. , • ti.`��l` ,,r , \\
5. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING:1 r r •��,
ACTIVITIES. of the VDOT Road and Bridge Specifications. (�j
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;� ilJ�,//� d� 4�e d' •', '�i�^> •,�, .'.' t, j�,. yq�,�l✓ l�'� m .'`�� r'Apa�'S3 `p£$�+,--..'`5c-'y��, w- w,,��<
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6. THE CONTRACTOR SHALL CLEAR THE SITE OIF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF V4. The developer shall be responsible for relocating, at his expense, any and all utilities,
CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING ¢ f1' ">�Y �'•+� ��""�'��
/ including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private/publicr'
UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC
/ utility companies. It is the sole responsibility of the developer to locate and identify ` ' • rr �.., • � •t • ��4�� € �� f � _ � j
DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT. �` o• .e o ' `� " " `f , e°'� r `
utility facilities or items that may be in conflict with the proposed construction activity. VDOT . �, �, I j\�,'� � .. �, � •�• � /� �,� k � )�.,� �;
7. ALL LAND ON OR OFF -SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED
approval of these plans does not indemnify the developer from this responsibility. J� • fr, ;r, Qom. I 1 ,�`� r LL r k
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SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. ,r - o ,
V5. Design features relating to field construction, regulations, and control or safety of traffic *�' $ . �,
8. CONTACT "MISS UTILITY" AT 1-800-552-70I01 A MINIMUM OF 72 HOURS PRIOR TO ANY EXCAVATION WITHIN PUBLIC may be subject to change as deemed necessary by VDOT. Any additional expense incurred as f�J -'-�� 7 ° ``"r74{ r,f'�
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RIGHT-OF-WAYS OR WITHIN AREAS SERVED BY' UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD a result of any field revision shall be the responsibility of the developer.
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VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. -'y P • �- - - (`>.
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SCALE-1 fl-1000r - •, w: V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary SCAg
9. PINE HILLS ENGINEERING, PC DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING VDOT land use permits for any work within VDOT right-of-way. * %Ott r''r • �1°, ��`" °
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UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND �j��j� 7�"��+.
DISCUSSION WITH THE OWNER. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE f required b the local VDOT Residency Office a re -construction conference shall be f� iu,:;;.
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ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY,
arranged and held b the engineer and/or developer with the attendance of the contractor, EXISTING PROPOSED � ` � „ � � � • ;a . •, ���� x��' ��;� �,��.. %
CONSTRUCTION TO DETERMINE THE EXACT HORIIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES. THESE TEST HOLES WILL g Y g P k -. _ • ' �4=�• <; .�: s ,., �3 �°
various Count agencies, utility companies and VDOT prior to initiation of work. BOUNDARY & R W LINE L j x",.•w_$ "��•+} `h5 nrr
BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF Y g Y P P /
CONDITIONS ARE FOUND IN THE FIELD WHICH ,ARE MATERIALLY DIFFERENT FROM THE PLANS THE CONTRACTOR SHALL NOTIFY'., `4ty y �$• xu x .s
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PINE HILLS ENGINEERING, PC SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease ��'� _ EASEMENT LINE •� • ,� �. '
for any undetermined length of time. VOOT requires and shall receive 48 hours advance notice �z,> ' e,' f xx ., Q • �� ` . , ^•te r:;-`aY_ L�
EDGE PAVEMENT
U inspection.
10. CONTROLLED FILLS AND SUB GRADES: prior to any required or requested
A) CONTROLLED COMPACTION SHALL OCCUJR IN ALL FILL SECTIONS FOR PAVEMENT, TRENCHES FOR UTILITIES, AND IN
CENTERLINE
ANY AREA OTHERWISE DESIGNATED ON THE DRAWINGS. V9. The contractor shall be responsible for maintaining adequate access to the project from the
adjacent public roadway via a construction entrance that is constructed and maintained in - - - - -- - -- - FENCE LINE
B CONTROLLED FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY AS DETERMINED BY METHODS AS PER
accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. r � 1� �
STONE, SHHALL BE COMPACTED EXTO CEPT
OF THIS STANDARD INCHES
DIRECTED BY ABELOWTHE PAVEMENT IFIED GEOTECHNICAUBENBA ENGINEER. Furthermore, access to other properties affected by this project shall be maintained through ---- --- ---' -- - RAILROAD VICIi YII �
construction. The Developer shall have, within the limits of the project, an employee certified
MAP
by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment `-� m _._.° `- GAS UNE SCALE•1"=1000'
C) CONTROLLED FILL SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY, erosion and siltation control devices and measures on a continuous shall i h h l trowho sainspect BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED GEOTECHNICAL ConP ---- - - --- OVERHEAD ELECTRIC ®� rl� lC TABULATIONS
ENGINEER. basis for proper installation and operation. Deficiencies shall be promptly rectified. ZONING
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--� - --- - - UNDERGROUND ELECTRIC LINE 0
11. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY THE CONTRACTOR. VI 0. Contractor shall ensure adequate drainage its achieved and maintained on the site during ZONE- B2 PARKING CALCULA
and at the end of construction.TION �
-----------�•---- ------ OVERHEAD TELEPHONE UNE ®® �
TAX MAP: 86=((5))-F
12. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL,
STATE AND FEDERAL REQUIREMENTS. --- -- -- --
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a UNDERGROUND TELEPHONE LINE REQUIRED SPACES
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minimum thirty-six 36 inches cover and when possible shall be installed under roadway ° ° ° ° m o EXISTING USE- SELF-SERVICE STORAGE FACLITY SELF-SERVICE STORAGE
13. CONSTRUCTION BLASTING IS LIMITED BETWEEN THE HOURS OF 8:00 AM TO 5:00 PM OR AS OTHERWISE PERMITTED. Y ( ) P Y ROADSIDE DELINEATORS PROPOSED USE. EX. USE & BUSINESS SERVICES 1 SPACE/5,000 S.F.
drainage facilities at conflict points. GUARDRAIL OR
14. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.•._��_-- �'- - TRAFFIC BARRICADE 38,500 SF./5,000 = S8 PACES
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, EX LOT AREA = 241,649 S.F. = 4.62922 ACRES
15. MAINTAIN A MINIMUM VERTICAL CLEARANCE i0F ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITIES etc.) encountered during the course of construction shall be immediately brought to the ` BUSINESS SERVICES
LINES UNLESS OTHERWISE NOTED. attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design �T EX 8" W/M WATER MAIN 21 go VIA ERQ
WAREHOUSE. 1 SPACE/EMPLOYEE �
can be determined by the engineer and approved by VDOT. PROP. BUILDING GFA = 9,976 S F OFFICE- 1 SPACE/250 S.F.
16. CBR TEST SHALL BE PERFORMED PRIOR TO) DETERMINATION OF FINAL SUB GRADE ELEVATION FOR PAVEMENT AREAS. ALLOWED F.A.R. = 1.0
SOILS TESTS OF SUB GRADE MUST BE SUBMff7ED FOR ACTUAL DETERMINATION OF REQUIRED SUB BASE THICKNESS PRIOR T Q OF `�_ T(j ' WAREHOUSE.• 5 EMPLOYEES = 5 SPACES
VI 3. All fill areas, borrow material and undercut areas shall be inspected and approved by a BUILDINGS F.A.R. = 48,476 (EX. &PROP.)/201,649 = 0.24 OFFICE. 3,325j2 0 = 14 SPACE`S
:3
TO CONSTRUCTION. ALL SUB GRADE TO BE COMPACTED TO 95% DENSITY AT 20% OF OPTIMUM MOISTURE CONTENT PER Rr MOVEU REtv1AiN
AASHTO-T99 METHOD UNLESS OTHERWISE DIRECTED BY AN APPROVED GEOTECHNICAL REPORT. 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. REQUIRED BUILDING SETBACKS
17. CHANGES OR REVISIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE UNLESS FIRST APPROVED When soil samples are submitted to private laboratories for testing, the samples shall be y= = =- RETAINING WALL ,
BY THE COUNTY ENGINEER AND OTHER APPROPRIATE AGENCIES. clear) identified and labeled as belon in to a ro ect to be acce ted b VDOT and that EX; CONC. S/' FRONT YARD = 50 o
Y 9 9 P j P Y -x, -,� .r SIDEWALK '
A" I ftY SIDE YARD SETBACK = 0 .0
testing shall be performed in accordance with all applicable VDOT standards and procedures. PROVIDED SPACES.
r • Ex ASPHALT TRAIL ASPHALT TRAIL REAR YARD SETBACK = 0
�� EX. SPACES PER PREVIOUS PLAN =
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall HEADER CURB EX. SPACES RELOCATED PER THIS PLAN = 11
FCSA CONSTRUC77ONNOTES be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by _ EX. H•G- SELF-SERVICE STORAGE = 25 SPACES
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of --Y- - CURB & GUTTER µa PROVIDED BUILDING SETBACKS
an dedicated street right-of-way. At the direction of VDOT y p EX. C &G BUSINESS SERVICES = 19 SPACES
1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT Y 9 Y• density tests shall be performed CG-6 TRANS CG-6R FRONT YARD = 96.5'
WWW.FCSA-WATER.COM. by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. 0SIDE YARD SETBACK 50.4
, TOTAL SPACES PROVIDED = 44 SPACES
Oq =
Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. EX 8" SAN. _ SANITARY SEWER e" SAN REAR YARD SETBACK = 660.1'
2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA- - HANDICAP SPACES REQUIRED 1 VAN ACCESS SPACE
APPROVAL. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans -,
and/or as specified by VDOT. 0 _ �,} 3 4 HANDICAP SPACES PROVIDED _- I VAN
3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SHALL MEET L.X. 15" RCP 15 RCP
ALL AUTHORITY REQUIREMENTS. =11= STORM SEWER MAX BUILDING HEIGHT = 35'
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way PROP. BUILDING HEIGHT = 25' SIGNAGE
4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. shall meet VDOT minimum design standards and is the responsibility of the developer. yr -~�� DITCH, SWALE OR ALL S/GNAGE, BUILDING MOUNTED AND FREESTANDING,
5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement SMALL STREAM SHALL REQUIRE A PERMIT FROM THE COUNTY AND COMPLY
_ � 5�0
A. THE AUTHORITY markings shall be installed by the developer or, at VDOTs discretion, by VDOT on an account SHALL FURNISH ALL LABOR AND MATERIALS. w __. LARGE STREAM WITH THE ZONING ORDINANCE p
B. THE DEVELOPER/CONTRACTOR MUST: receivable basis following the Manual On Uniform Traffic Control Devices. ��
1) MAKE APPLICATION AND PAY DEPOSIT OUTDOOR LIGHTING
2) MARK THE TAP LOCATION V18. The developer shall provide the VDOT Residency Office with a list of all material sources _._..- --- �=--- �- CONCRETE DITCH ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE
6. THE CONTRACTOR SHALL TIE-IN A NEW SIEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
prior to the start of construction. Copies of all invoices for materials utilized within any ON ADJO/NERING PROPERTIES, RIGHT-OF-WAYS, AND
dedicated street right-of-way must be provided to the local VDOT Residency Office prior to 0 OAK
SEE LANDSCAPE PLAN FOR CALCULATIONS AK TREES � + � APPROACHING AIRCRAFT
7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE acceptance of the work. Unit and total prices may be obscured.
AUTHORITY'S INSPECTOR. i`- Y �/ `t Y'`Y LIMITS OF CLEARING & GRADING HANDICAP P G NOTE
V19. Aggregate base and subbase materials shall be placed an subgrade by means of a
8. THE AUTHORITY'S MAINTENANCE DEPARTMENT .SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" mechanical spreader. Density will be determined using the density control strip in accordance (DRIP UNE OF TREES) CONCTRACTOR SHALL ENSURE THAT ALL HANDICAP
IN SIZE. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified SPACES AND ASSOCIATED AISLES SHALL SLOPE
INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: compaction technician shall perform these tests. Certified copies of test reports shall be LIMITS OF GRADINGNO MORE THAT 29 /N ALL DIRECTIONS
A THE METER BOX, WITH ITS FRAAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a
COPPERSETTER VDOT representative shall be notified and given the opportunity to be present during the --3IO - - CONTOUR UNE 390
B. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE construction and testing of the density control strip. OWAER
C. THE DISTANCE BETWEEN THE 1TOP OF THE COVER AND THE COPPERSETTER SHALL TO BE BETWEEN X642•50 SPOT ELEVATION 425 Q
18 AND 21 INCHES X z
D. ALL COMPONENTS OF THE MEITER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER V20. Asphalt concrete pavements shall be placed in accordance with Section of the VDOT STEPHENS CITY STORAGE, LLC ~♦ U Road and Bridge Specifications. Density shall be determined using the density control strip as �„� ~
9. FOR WATER AND SEWER SERVICES THAT CtONNECT TO EXISTING LINES: specified in Section 315 and VTM-76. A certified compaction technician shall perform these UTILITY CONTACTS Of
127 MERCEDES COURT U
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified ,.
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. WINCHESTER, VA 22603 �'j ' ^
ENGINEERING ASSISTANT otherwise. A VDOT representative shall be notified and given the opportunity to be present 540 665-2792 w �/ J T
B. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN during the construction and testing of the control strip. P.O. Box 1877 P.O. Box 2400 �.LT11 ( ) = W z
Winchester VA. 22604 Winchester VA 22604 $ O� V) �
C. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES � W `�+ Z O
D. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches (540) 868-1061 (540) 869-1111 0 AIF'PLICANT X O U
PIPING TO THE PROPERTY LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT and larger shall be explored below the bottom of the excavation to determine the type and Power: Allegheny Power
ASSEMBLY. THE AUTHORITY WIILL INSTALL THE METER. condition of the foundation. The contractor shall report findings of foundation exploration to g Y Phone: Bell -Atlantic 0 '�- ►.gyp Y
E. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. P.O. Box 1458 5 MICHAE STICK Y `. STEPHENS CITY STORAGE' LLC ^
the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with P.O. Box 17398 U F-�-r CL
Hagerstown, MD 21741 lq 127 MERCEDES COURT * l O G�
10. ANY WATER SERVICE LINE MUST HAVE A BIACKFLOW PREVENTION ASSEMBLY DOUBLE CHECK VALVE OR RPZ, VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation Baltimore, MD 21297 ''� LIE o. (�� IJ-d �
( 1-800-654-3317 WINCHESTER VA 22603 ll� n�
AS REQUIRED). THE ASSEMBLY MUST MEET' ASSE STANDARD No. 1015 OR 1013. is encountered, the foundation design and/or need for foundation stabilization shall be (301) 954-6282 8 o3t 162 540 6 , VA 2 2 `' 1 w
determined by the engineer and approved by VDOT. ( )
11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY s`S�®NAL I
(DETECTOR DOUBLE CHECK VALVE OR RPZ;, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE NO. 1048 OR V22. Approval of these plans shall expire three (3) years from the date of the approval letter. SHEET INDEX ENGINEER
1047. RADIO READ REMOTES ARE REQUIRED. 1. COVER SHEET
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans 2. EXISTING CONDITIONS
and/or as specified by VDOT. J. SITE PLAN PROFESSIONAL SEAL & SIGNATURE PINE HILLS ENGINEEWNG., C
4. GRADING PLAN
THESE PLANS ARE IN
, , V24. VDOT Standard Guardrail shall be installed where5. EROSION & SEDIMENT CONTROL PLAN warranted and/or as proposed on these P.O. BOX 1168 PHONE: (540) 622�405
FIR�EIAIARSHALSNOTE plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to 6. LANDSCAPE PLAN CONFORMANCE WITH COUNTY
7. DETAILS OF FREDERICK STANDARDS FRONT ROYAL, VA22630 FAX: (540) 636-1709
be given by VDOT after grading is mostly complete. FIRE LANE MARKINGS AND SIGNAGE: AND ORDINANCES ANY
Any "No Parking" signs arnDEVIATION OR CHANGE IN DATEd yellow painted curb locations will be installed Virginia Department of Transportation THESE PLANS .SHALL BE
by field inspection at the direction of the Fire Marshall's Office. Staunton District APPROVED BY THE ZONING APPROVED BY. S T. 2 05
FIRE FLOW DATA:. HYD# Rev. May 1, 2004 PROJECT
ADMINISTRATOR PRIOR TO
STATIC PRESSURE = CONSTRUCTION. �%� NO. 0070-05
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PROP. ONE STORY OVE EX. FENCE
BUILDING _ F:F= 741.63
E,Y AA _ Jr �,�yy ppqq HEIGHT=25' jj - p p ry FF.-743.02 52 5,400 SF
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r TjrA° ~GF,� 9g 976 S.F. _ F F =744.4 f
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FILE 0070sp 1
SCALE 1'= 30'
SHEET 3 OF 7
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-74
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SURVEY
BY OTHERS
DESIGN
MSS
DRAWN
MSS
CHECKED
MSS
DATE
SEPT. 2005
SCALE HORZ: 1 " = 30'
VERT: N/A
SEAL
s _ rl� — lkr
u lMICHAE .STICKLE y
LI EN E
031162
ONAL ��
PROJECT
NO. 0070-05
FILE
E0070gp 1
SHEET' 4 OF 7
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THIS PROPERTY IS LOCATED WEST OF THIS INTERSEC77ON OF FAIRFAX
PIKE AND WARRIOR DRIVE, ALONG FAIRFAU' PIKE. THE SITE AREA IS
APPROXIMATELY 4.63 ACRES WITH APPROXIMATELY 0.77 ACRES BEING
DISTURBED FOR CONSTRUCTION. THIS PROJECT CONSISTS OF
CONSTRUCTING A FLEX BUILDING OF 9,976 S.F. AND ASSOCIATED
PARKING.
EXISTING SITE CONDITIONS
THE SITE CURRENTLY HAS SEVEN SELF STORAGE UNITS, ASSOCIATED
PARKING AND A STORMWATER MANAGEMENT POND. THIS PROJECT IS
LOCATED ON THE FRONT PORTION OF THIS PROPERTY.
ADJACENT PROPERTY
THE SITE IS BOUNDED BY FAIRFAX PIKE TO THE SOUTH, THE VILLAGE AT
SHERANDO SUBDIVISION TO THE NORTH, SAND OTHER RESIDEN77AL
PROPERTY TO THE EAST AND WEST
OFF -SITE AREAS
THERE ARE NO OFF-S17E AREAS ASSOCIAiTED WITH THIS PROJECT.
SOILS
PER THE USDA SOIL SURVEY OF FREDERIICK COUNTY VIRGINIA, THE
UNDERLYING SOILS FOR IS SITE ARE LODII SILT LOAM. THE EROSION
HAZARD FOR THIS SOIL TYPE IS MODER4 i7E: FOR SOILS MAP SEE SHEET
5.
CRITICAL AREAS
CRI77CAL AREAS ARE MARKED BY A STAR AND CONSIST OF 3.• 1 SLOPES.
THESE SLOPES HAVE THE POTENTIAL FOR' GREATER EROSION AND SHALL
BE STABILIZED AFTER REACHING FINAL GRADE.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGE7TAUVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED
AND MAINTAINED ACCORDING TO THE MINIMMUM STANDARDS AND
SPECIRCA77ONS OF THE URGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK.
STRUCTURAL MEASURES
PHASE I:
A CONSTRUCTION ENTRANCE (302) SHALL BE PROVIDED FROM THE
EXISTING ONSITE DRIVEWAY ENTRANCE TO REDUCE THE AMOUNT OF MUD
TRANSPORTED ONTO PAVED ROADS
SILT FENCE (3.05) SHALL BE INSTALLED SAS SHOWN ON THE PLANS TO
FILTER RUNOFF FROM DISTURBED AREAS iBEFORE IT LEAVES THE SITE.
CHECK DAMS (3.20) SHALL BE INSTALLEDI IN THE EXISTING DITCH LINE
TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED TO THE EXISTING
STORMWATER MANAGEMENT FACILITY.
TEMPORARY SEEDING (331) AND/OR PERMIANENT SEEDING (332) SHALL
BE PLACED ON ALL CRITICAL SLOPES (J. I OR GREATER) AND AS NEEDED
TO STABILIZE DISTURBED AREAS
PHASE //.
ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF
THE PROJECT.
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL
BE PLACED ON ALL CRITICAL SLOPES (J.1 OR GREATER) AND AS NEEDED
TO STABILIZE DISTURBED AREAS
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIEA77ON SHALL BE APPLIED TO
DENUDED AREAS WITHIN SEVEN (7) DAYS ,AFTER FINAL GRADE IS
REACHED ON ANY PORTION OF THE SITE: TEMPORARY SOIL
STABILIZATION SHALL BE APPLIED WITHIN 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
STAB/LI24770N SHALL BE APPLIED TO ALL ,AREAS THAT ARE TO BE LEFT
DORMANT FOR MORE THAN SIX (6) MONTHS.
TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT
FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATI0N
IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIAWENT TRAP EMBANKMENTS ARE
TO BE MACHINE -COMPACTED, SEEDED AND) MULCHED (HAY MULCH OR
STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETA77VE COVER WITHIN
FIVE (5) DAYS AFTER GRADING.
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS
WILL BEGIN AND END AS QUICKLY AS POSSIBLE.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL
MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE
PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS
SHALL BE CLEANED UP AND REMOVED.
ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY
TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE
(5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE
OPEN AT ANY ONE 77ME
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN
FIVE (5) DAYS OF COMPLET70N OF GRADING.
DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL
VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK
DAMS SHALL BE REMOVED.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND
SEDIMENT CONTROLS ADDITIONAL CONTROL MEASURES MAY BE
NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN
CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE
ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO
CONTROL EROSION AND CONTAIN SEDIMENT ON S17E ALL MEASURES
SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS
IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE
SUPERINTENDENT OR HIS REPRESEIVTA77VE AND WITHIN 24 HOURS AFTER
ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR
PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY
THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY
TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS
SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS
ESTABLISHED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50X
TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE.
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT
BUILD-UP, IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL
BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY.
THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS
IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL T LIES
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTON SHALL BE STABILIZED WITH
PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING
SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32
OF THE VESCH.
STORMWATER MANAGEMENT
STORMWATER MANAGEMENT IS PROVIDED BY THE EXISTING FACILITY
CONSTRUCTED UNDER THE PREVIOUSLY APPROVED S17E PLAN FOR J.
CARLSON CLINE PREPARED BY GREENWAY ENGINEERING.
PHASES OF LAND DISTURBANCE ACTIVITIES
1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY.
2. PLACEMENT OF SEDIMENT CONTROL DEVICES
J. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING
OPERATIONS
4. CLEAR AND GRUB REMAINDER OF SITE.
5. ROUGH GRADE SITE.
6. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
Z REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE
APPROVAL OF THE INSPECTOR.
SEEDING NOTES,
1. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4':
2, PULVERIZED AGA?ICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE
OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE).
J. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE).
4. SEED MIX SHALL CONSIST OF 907 KENTUCKY 31 TALL FESUE AND 109 KENTUCKY BLUEGRASS
APPLIED AT THE' RATE OF 200 LBS. PER ACRE.
5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS.
PER ACRE AND ,ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE
OF 20D GALLOWS PER ACRE.
1
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EROSION/SEDIMENT CONTROL LEGEND
a
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N
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NO. KEY SYMBOL DESCRIPTION
3.�
TEMPORARY GRAVEL CONSTRUCTION
EN7Tr'i4NCE
O
>cqo
o
305
SF
X---X —x
SILT FENCE
�
,,Az
3.07
O
STORM DRAIN INLET PROTECTION
w
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W
0
3.09
DD
DD
TEMPORARY DIVERSION DIKE
r
3.10
O
T
TEMPORARY FILL DIVERSION
V
3.12
DV
-4-0-0-
DIVERSION
w
3.13
TEMPORARY SEDIMENT TRAP
3.18
OP
OUTLET PROTECTION
320
`)
CHECK DAMS
►r , 'w
'�V
3.33
O
-- �---
SODDING
3.38
O
0-0-0
TREE PR07EC77ON
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
I � WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
cn r
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9, 600 SF
LY. SIGN (7,Yf9
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5, 000 SF
D
FF-743.72
5,200 SF
PARCEL F
TM # 86-((5))-F
ZONED = 62
AREA = 4.63 AC.
f
I.X. PAVfbfFiff MARKl."tiff (TYP)
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F.F=743.
5,200 S
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RESPONSIBLE LAND DISTURBER
NAME.'
CERTIFICATION NO.:
DA TE.
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CARRYING OUT
THE LAND DISTURBING ACTIVITY AS SET
FORTH IN THE PLANS.
O
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SURVEY
BY OTHERS
DESIGN
MSS
DRAWN
MSS
CHECKED
MSS
DATE
SEPT. 2005
SCALE HORZ: 1 " = JO'
VERT: NIA
SEAL
NL T$ 0�,
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LICENSE
031162
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PROJECT
NO. 0070-05
FILED 0070es 1
ISHEET 5 OF 7
LANDSCAPE LEGEND
KEY
SYMBOL
BOTANICAL NAME
COMMON NAME
SIZE (HEIGHT)
QUANTITY
REMARKS
AR
ACER rubrum
Red Maple
2" cal.
3
AS SHOWN
GTL
GLEDITS14 triaconthoe
Shademoster
2" cal.
3
AS SHOWN
Locust
CK
CORNUS florida
Flowering
2" cal.
4
AS SHOWN
Ksv
Dogwood
AZ
AZALEA
Girard Crimson
18"--24"
36
J, O.C.
Girard Crimson
Azalea
LANDSCAPE G4LCULA77ONS
1. MINIMUM LANDSCAPED AREA REQUIRED = 259" OF SITE
25Z OF 201,649 S F. = 50,412 S.F. IRED
TOTAL IMPERVIOUS AREA (EX. & PROP.) = 124,962 S. F.
TOTAL LANDSCAPED AREA (EX. & PROP.) = 76,687 S.F.
LANDSCAPED AREA PROVIDED = 76,687 / 201,649 = 387,,
2. SCREENING AND BUFFERING SHOWN PER PREVIOUSLY APPROVED SITE PLAN FOR J.
CARLSON CLINE PROPERTY, PREPARED BY GREENWAY ENGINEERING.
J. PARKING LOT LANDSCAPING:
REQUIRED:
PERIMETER: 1 TREE / 2,000 S.F. IMPERVIOUS AREA = 14, 353 / 2,000 = 8 TREES
INTERIOR: 1 TREE / 10 SPACES = 19 SPACES / 10 = 2 TREES
TOTAL REQUIRED =
TOTAL PROVIDED =
THIS SHEET FOR LANDSCAPING ONLY.
I
BLD(
ti
rVY1"ff
CHECKED
BY OTHERS
MSS
MSS
MSS
DATE
SEPT. 2005
SCALE HORZ: 1 " = 30'
VERT: N/A
SEAL
ICHAEL S. 1
LICENSE
031162
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PROJECT
NO. 0070-05
CADD
FILE 0070Is 1
SHEET 6 OF 7
STONE CONSTRUCTION ENITRANCE CONSTRUCTION OF A SILT FENCE ROCK CHECK DAM T ' �
(WITH WIRE SUPPORT ONSITE TYPICAL PAVEMENT SECTION ONSITE TYPICAL PAVEMENT SECTION a X .. N
1. SET P1�STS AND IXCAVAI£ A 4'X4' 2. STAPLE INRE fENC/NG TO IHE PoSIS .� 0 cv
70' MIN. IRLNCH W aOPE ALONG ME LhVE 2 ACRES OR LESS OF DRAINAGE AREA NOT TO SCALE NOT TO SCALE � as > ° �
OF d
A EXISTING PosTs C ; 0 `
J PAVEMENT TRAI/ELWAYS/BUILDING ENTRIES PARKING STALLS z
r ' z u
MOUNTABLE J1.5" SM-2A SURFACE COURSE w a
M=
FILTER CLOTH7 6" M/N. A BERM (OPTIONAL) �,� ,�
,.- ,•;' .:. 2 SM-2A SURFACE COURSE U.
FILTER CLOTH :'' <:'-i : �.'.:. ••r :.t;..:::';• �::.�: 3" BM-2 BASE COURSE
III
I '` i (OPTrONAL) 8" SUBBASE VDOT STD. GR-21 A
SIDE ELEVATION 8" SUBBASE VDOT STD. GR-21A _ V'
(DOWNSTREAM VIEW _ _ _ _
JIII -�SIII =)�--�I COMPACTED SUBGRADE oe
EXISTING 70' MIN. , / =1 I(-1 11=111=—I 11=) I I COMPACTED SUBGRADE �I I L =1 11=1 I �I I I I �I I �I 11=1 I L=-I (COMPACTED TO 95% DENSITY
GROUND L� _ r G� i�l i I_I i I_I i 1=1 i lel I I_I I I_T i (COMPACTED TO 959 DENSITY AT OPTIMUM MOISTURE CONTENT
wor,1 AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD)
B WASHRAAL 10' MIN. /' - VDOT VIM-1 METHOD
(OPTIONAL) / - � / COARSE AGGREGATE
!12' MIN*
EXISTINGW
0 FL J
III III
PAVEMENT 4' FLOW 3' PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST
J�~ OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED W
POSITIVE DR4/N4GE 10' MIN. J. ATTACH THE RUER FABRIC Ta IHE WIRE 4. 84CKRLL AND COMPACT THE PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
VDOT /1 COURSE TO SEDIMENT
AGGREGATE B TRAPPING DEVICE FENCE AND EXPEND IT INTO THE TRE" EXCAWA]ED SOIL. Dt—pvmtJ ^
MUST EXTEND FULL WIDTH OF
INGRESS AND EGRESS OPERATION PLAN VIEW � i 4" DIA STEEL PIPE FILLED
2-10 ACRES OF DRAINAGE AREA W/CONCRETE 36" ABOVE 6'
GRADE AND IMBEDDED IN
I'u
CONCRETE FOOTING A
12' MIN. ,.,,. _.--. � :.�; /° ', • . ° ... .. • .
I'll --•� `' '•'T+s�`:.;. IIII de .e. ♦' ♦ d e '♦ .y e ♦ ....
" � .••.�.^ J PROP. GRADE < a � .. . �• : 'e • .. a.: ♦. .. w d ♦ . • e • ♦• 5.3
ft
FILTER CLOTH d : : �' d
(OPTIONAL)
I
FILTER CLOTH —
-� � FLow (DOWNSTREAM VIEW)
SECTION A -A
III III �I�II1,♦ , e°' ..d A;.' 1.5
5.3" 0
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. VDOT 1 • e
COARSE AGGREGATE „
:.: •: .: , RLT£R FABRIC �I
• FLOW ?, J' CONCRETE FOOTING U 2-24"6 KEBABS
�»�,L� FOR WHEEL STOP
( ;?;;:: !Z7
SECTIDN A -A
REINFORCED CONCRETE SECTION B—B DR4IN SPACE - _
CLASS ! RIPRAP TYPICAL BOLLARD DETAIL
�2 OURCE.• Adapted from Installation of Straw and Fabric Filter Bomers for Sediment Control, PLATE 3.05- -3�-I WHEEL STOP
BOLLARD (NOT TO SCALE) NOT TO SCALE
Sherwood & Wyant Dt—whist
CG-6
H
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SURVEY
BY OTHERS
DESIGN
MSS
DRAWN
MSS
CHECKED
MSS
2°'R DATE
_ SEPT. 2005
l
d
III a 1„ 1, SCALE HORZ: 1" = 30'
` I4 VERT: N/A
Id d m '° SEAL
I
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The bottom of the curb and G
gutter may be constructed o
parallel to the slope of v ICHAEL S. TICKLEY
61? 2'-0" sub -surface courses yd 0� 'NC'
provided a minimum depth ,� LIC NSE
of 7" is maintained. o,.031162
This area may be concrete at SSj0NAL
the option of the contractor.
This curb is to be used when
Note: Comb. curb & gutter having a radius
design speed is 40 MPH or less
of 300' or less (along face of curb) shall
on Rural highways and 45 MPH
be paid for as radial combination curb &
or less in developed urban &
gutter.
suburban areas.
This item may be precast or cast in place.
Concrete to be Class A3 cast in place,
4000PSI if
z_
precast.
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SPECIFICATION
REFERENCE
COMBINATION 6» CURB
& GUTTER
VIRGINIA DEPARTMENT
En-4of
V 1
105
502
TRANSPORTATION
201.03
PROJECT
NO. 0070-05
CADD
FILE 0070dt 1
SHEET 7 OF 7