HomeMy WebLinkAbout17-07 Stephens City Storage - Self-Service Storage Facility - Opequon - Backfile (2)GENERAL NOTES VDOT GENERAL NOTES
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1. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS WILL BE IN CONFORMANCE WITH CURRENT V1. All work on this project shall conform to the current editions of and latest revisions to the �, P ' , ° r .. „ '"•��„ 105
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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 gs� `° "' ` m ,. �, • ^
2. EROSION AND SEDIMENT CONTROL DEVICES TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or
SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS. local regulations. In case of a discrepancy or conflict between the Standards or Specifications
and Regulations, the most stringent shall govern. `� ,, +° •�• •® b �» ' a a °• «
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR
CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety N• ; �� • ® $Q q* °'p a p' " "
and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and
4. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, Regulations. m ",. ° .°d m I q 'a "/ �• "' 4 m ,. '" �•
PRIOR TO ENTERING STATE RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR
LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, ° ° a • , o ° N"m °. A� �• o ', "" : , , p 117
DUST FREE CONDITION AT ALL TIMES. shall be in accordance with the current edition of VDOT's Work Area Protection Manual.`" ' M. i
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5. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION Furthermore, all traffic control floggers must be certified in accordance with Section 105.14(c) W • '� ' •�+o°+ f " , •• e ` ' - m Q°3 �c °
ACTIVITIES. of the VDOT Road an gSpecifications.
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6. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF V4. The developer shall be responsible for relocating, at his expense, any and all utilities,s� �� ® ° ®, °~ - •. • • • • *• • v° 117A
CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private/public tP
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 9 • • ` �° "�°"'� �.
DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT. utility facilities or items that may be in conflict with the proposed construction activity. VDOT ;
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.
SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. V5. Design features relating to field construction, regulations, and control or safety of traffic , Si ' • a Via\
8. CONTACT "MISS UTILITY" AT 1-800-552-7001 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
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. Rt. 27 Line Dri
THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. • VERIFYING E P ES L �+
O 332-3 !' See 11
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary
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. Cpf ry D
UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND 78 UT�277 � ti
DISCUSSION WITH THE OWNER. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE V7. If required by the local VDOT Residency Office, a pre -construction conference shall be
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ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY
CONSTRUCTION TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES. THESE TEST HOLES WILL arranged and held by the engineer and/or developer with the attendance of the contractor, EXISTING PROPOSED «$ Q Rt
BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF various County agencies, utility companies and VDOT prior to initiation of work. BOUNDARY & R/W LINE 1-0
CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY • • • • '
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 _____..___..___.__________.. �_.._.____a.__. EASEMENT LINE ' ' • 220-294 143E r �
for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice „ _ _ .._....._._____ _.___.__.__...___._ . 'e M• '° P bse 143E
10. CONTROLLED FILLS AND SUB GRADES: prior to any required or requested inspection. EDGE PAVEMENT
A) CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENT, TRENCHES FOR UTILITIES, AND IN b4 • Q�
ANY AREA OTHERWISE DESIGNATED ON THE DRAWINGS. V9. ..The contractor shall be responsible for maintaining adequate access to the project from the _....._......__.____._. CENTERLINE •• 6• f 79A �ro^v� 143D 193 /84
adjacent public roadway via a construction entrance that is constructed and maintained in - - ---- - -- - FENCE LINE I 143 n 19a
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.
STANDARD PROCTOR AASHTO - T99 EXCEPT THE UPPER EIGHT (8) INCHES OF SOILS BELOW THE PAVEMENT SUB BASE Furthermore, access to other properties affected by this project shall be maintained through --�-----�------------- RAILROAD UICINITYMAP
STONE, WHICH SHALL BE COMPACTED TO 100% OF THIS STANDARD AS DIRECTED BY A QUALIFIED GEOTECHNICAL ENGINEER. construction. The Developer shall have, within the limits of the project, an employee certified
C) CONTROLLED FILL SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY,
by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment
GAS LINE SCALE.1"=1000,
BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED GEOTECHNICAL Control who shall inspect erosion and siltation control devices and measures on a continuous _.._ OVERHEAD ELECTRIC ao
basis for proper installation and operation. Deficiencies shall be promptly rectified.
ENGINEER. P P P P P y UNDERGROUND ELECTRIC LINE ZOIl�TING TABULATIONS o \ o
11. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY THE CONTRACTOR. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during�� ZONE.-o \ N
and at the end of construction. --- ----- OVERHEAD TELEPHONE LINE B2 PARKING CALCULATION
12. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, TAX MAP.- 86-((5))-F
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:
minimum thirty-six (36) inches cover and when possible shall be installed under roadway . a a . ROADSIDE DELINEATORS EXISTING USE. SELF-SERVICE STORAGE FACILITY SELF-SERVICE STORAGE
13. CONSTRUCTION BLASTING IS LIMITED BETWEEN THE HOURS OF 8:00 AM TO 5:00 PM OR AS OTHERWISE PERMITTED. • • PROPOSED USEEX5,000 S.F.. . USE & OFFICE AND RETAIL I SPACE
drainage facilities at conflict points. GUARDRAIL OR /
14. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED. ' ------ --._- --- �° Y V TRAFFIC BARRICADE EX. LOT AREA = 4.6128 ACRES 38,500 S.F./5,000 = 8 SPACES
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, (PER APPROVED SUB. PLAT) OFFICE
15. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE 1 FOOT SIX 6 INCHES BETWEEN CROSSING OF ALL UTILITIES ' 1 SPACE 250 S.F.
() () etc.) encountered during the course of construction shall be immediately brought to the � PROJECT AREA = 0.81 ACRES /
LINES UNLESS OTHERWISE NOTED. attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate designEX.3y' �/WATER MAIN P 5,740 S.F./250 = 23 SPACES
16. CBR TEST SHALL BE PERFORMED PRIOR TO DETERMINATION OF FINAL SUB GRADE ELEVATION FOR PAVEMENT AREAS. can be determined by the engineer and approved by VDOT. RETAIL
PROP. BUILDING GFA = 8,682 S.F.
SOILS TESTS OF SUB GRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED SUB BASE THICKNESS PRIOR rSPACE/200 S.F.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved b a RE O t_ I ? r 7820 S.F.USABLE, 862 S.F. STORAGE
TO CONSTRUCTION. ALL SUB GRADE TO BE COMPACTED TO 95% DENSITY AT 20% OF OPTIMUM MOISTURE CONTENT PER P PP Y j E,t�.r,�vV-.� (I �, fi,1A1;� � BUILDINGS (' ) 2,080 S.F. 200 = 11 SPACES
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 - I- M------ SUITE A: RETAIL 1,040 S.F. /
representative shall be present to insure the sample obtained is representative of the location. SUITE B. RETAIL 1,040 SF. STORAGE 862 S.F. = 0 SPACES
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 ---- --_.-- =--- =-__..._ RETAINING WALL SUITE C: OFFICE 3,412 S.F. (2,830 OFFICE/582 STORAGE)
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BY THE COUNTY ENGINEER AND OTHER APPROPRIATE AGENCIES. clearly identified and labeled as belonging to a project to be accepted by VDOT and that ,, i :, .- SIDEWALK SUITE D.• OFFICE 1,595 S.F. (1,455 OFFICE/140 STORAGE)
testingshall be performed in accordance with all applicable VDOT standards and procedures. -� � � v SUITE E. OFFICE 1,595 S.F. (1,455 OFFICE/140 STORAGE)
P PP P X ;SPHA' Z TRAIL ASPHALT TRAIL PROVIDED SPACES:
FCSA CONSTRUCTION NOTES ALLOWED F.A.R. = 1.0 EXISTING SELF-SERVICE STORAGE
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer, trenches shall HEADER CURB z
F.A.R. = 47,182 (EX. & PROP.)/201,649 = 0.23 SPACES PER PREVIOUS PLAN = 36 L,
1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by - EX. i1,C. _ �
(11 SP. TO BE REMOVED
WWW.FCSA-WATER.COM. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of = -------,-- _..W =-= .. CURB & GUTTER REQUIRED BUILDING SETBACKS o
any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed I X. C&G CG-6 TRANS CG-6R FOR PROPOSED BUILDING)
2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR THREE YEARS FROM DATE OF FCSA f n , FRONT YARD = 50' SELF-SERVICE STORAGE = 25 SPACES z z z
by a qualified independent agency in accordance with VDOT Rood and Bridge Specifications. ; h9 o W w W
APPROVAL. ® SIDE YARD SETBACK = 0' o
Certified copies of test reports shall be submitted to VDOT doily, unless specified otherwise. $� 13 SAN -
1 X. .a S�4% SANITARY SEWER a REAR YARD SETBACK = 0 OFFICE - 2J SPACES o 0 0
3. THE CONTRACTOR SHALL ADHERE TO THE STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF RETAIL = 11 SPACES �'3 v v v
CONSTRUCTION. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans _, P-- PROVIDED BUILDING SETBACKS
and or as s ecified b VDOT. -X, ", 5"-RCII-= ; # } 15" RCP ® FRONT YARD = 87.8' TOTAL SPACES PROVIDED W/ THIS PLAN = 34 SPACES z z ? ?
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4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. ti__ - STORM SEWER TOTAL SPACES ONSITE = 59 SPACES
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way SIDE YARD SETBACK = 56.4 & 56.6
6. THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. shall meet VDOT minimum design standards and is the responsibility of the developer. - ' ',___"- DITCH, SWALE OR REAR YARD SETBACK = N/A HANDICAP SPACES REQUIRED = 3
6. WHEN A. THE
EXISTINGTHE WATER
MAIN
(OR FORCED
SEWER)
ISANDP TAPPEDFOR THE INSTALLATION OF A NEW LINE: V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement SMALL STREAM MAX
BUILDD/NG EING HEIGHT = 35' HANDICAP SPACES PROVIDED = 3
( EIGHT = 25'
_.__.__ . _�._.-_._. _.___. _____._.w___._._. LARGE STREAM a < a a <q a
B. THE CONTRACTOR MUST: markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account �
1) MAKE APPLICATION AND PAY DEPOSIT receivable basis following the Manual On Uniform Traffic Control Devices. SIGNAGE OUTDOOR LIGHTING
2 MARK THE TAP LOCATION DING MOUNTED, MOUNUMENT ALL SIGNAGE, BUILDING _ .. w. CONCRETE DITCH ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE
3) COORDINATE INSTALLATION WITH THE ENGINEERING ASSISTANT V18. The developer shall provide the VDOT Residency Office with a list of all material sources F-` - . �� -"`=` T4= = ="`= = STYLE ALONG RTE. 277/ FREESTANDING SHALL
prior to the start of construction. Copies of all invoices for materials utilized within any y ,% �, " ,� REQUIRE A PERMIT FROM THE COUNTY AND ON ADJOINERING PROPERTIES, RIGHT-OF-WAYS, AND
f`r--- (+ { APPROACHING AIRCRAFT
7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S dedicated street right-of-way must be provided to the local VDOT Residency Office prior to ;� k-a l"4 TREES COMPLY WITH THE ZONING ORDINANCE.
INSPECTOR. acceptance of the work. Unit and total prices may be obscured.
" � t .�^ �� SEE LANDSCAPE PLAN FOR CALCULATIONS HANDICAP PARKING NOTE
& THE AUTHORITY'S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2 V19. Aggregate base and subbase materials shall be placed on subgrade by means of a ` LIMITS OF CLEARING & GRADING
IN SIZE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY mechanical spreader. Density will be determined using the density control strip in accordance (DRIP LINE OF TREES) CONCTRACTOR SHALL ENSURE THAT ALL HANDICAP
INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: with Section 304 of the VDOT Rood and Bridge Specifications and VTM-10. A certified SPACES AND ASSOCIATED AISLES SHALL SLOPE NOTE.- ALL UTILITIES SHALL BE
A. THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE compaction technician shall perform these tests. Certified copies of test reports shall be LIMITS OF GRADINGa-w
P P P P NO MORE THAT 29' IN ALL DIRECTIONS
COPPERSETTER INSTALLED UNDERGROUND.
B. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a
C. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSEtTER SHALL TO BE BETWEEN VDOT representative shall be notified and given the opportunity to be present during the ---- - -gL---------- CONTOUR LINE 390
18 AND 21 INCHES construction and testing of the density control strip. OWNER
D. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER '��`42��''"� SPOT ELEVATION X 425 `-�
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT STHEPHENS CITY STORAGE LLC z
9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: Road and Bridge Specifications. Density shall be determined using the density control strip as 1 0
UTILITY CONTACTS
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S specified in Section 315 and VTM-76. A certified compaction technician shall perform these 127 MERCEDES COURT >
ENGINEERING ASSISTANT tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified WINCHESTER VA 22603B. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. cn >_
otherwise. A VDOT representative shall be notified and given the opportunity to be present P.O. Box 1877 P.O. Box 2400 (540) 665-2792 � o C. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES during the construction and testing of the control strip. NLTIH �, z
D. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Winchester, VA. 22604 Winchester, VA 22604 0QD
PIPING TO THE PROPERTY LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT (540) 868-1061 (540) 869-1111 0 �, APPLICANT �O
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches w U
ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. ,,______ .._____ O
and larger shall be explored below the bottom of the excavation to determine the type and >
E. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. Power: Allegheny Power �- �
condition of the foundation. The contractor shall report findings of foundation exploration to g y Phone: Bell -Atlantic "� STHEPHENS CITY STORAGE, LLC V wOU
P.O. Box 1458 5 ICHA L S. Y
10. ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY DOUBLE CHECK VALVE OR RPZ, the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with P.O. Box 17398 E1'
( Hagerstown, MD 21741 __._ 127 MERCEDES COURT 0 a -
AS REQUIRED . THE ASSEMBLY MUST MEET ASSE STANDARD No. 1015 OR 1013. VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation Baltimore, MD 21297 "d LIC N E No. O w
1-800-654-3317 6 WINCHESTER, VA 22603 o
is encountered, the foundation design and/or need for foundation stabilization shall be (301) 954-6282 O� 031162
11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY determined by the engineer and approved by VDOT. �S, (540) 665-2792 Q-1
(DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE NO. 1048 OR SjoNAL
1047. ANY EXTERIOR, PRIVATELY OWNED FIRE LINE SHALL ALSO HAVE A FIRE SERVICE METER. THIS ASSEMBLY V22. Approval of these plans shall expire three (3) years from the date of the approval letter. SHEET INDEX ENGINEER
SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACKFLOW PREVENTION UNIT. RADIO READ REMOTES ARE REQUIRED.
1. COVERSHEET
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans 2. EXISTING CONDITIONS
12, FCSA TO REVIEW THE MECHANICAL PLAN(S) FOR DESIGN AND MATERIAL APPROVAL OF: 1) THE DOMESTIC WATER and/or as specified by VDOT. 3. SITE PLAN PROFESSIONAL SEAL & SIGNATURE PINE DILLS ENGINEERING, PC
METER AND ITS BACKFLOW PREVENTION DEVICE, AND/OR 2) THE FIRE SERVICE LINE'S BACKFLOW PREVENTION DEVICE. 4. GRADING PLAN
5. EROSION &SEDIMENT CONTROL PLAN THESE PLANS ARE /N
FIRE MARSHAL'S NOTE V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these CONFORMANCE WITH COUNTY P.O. BOX 1168 PHONE: (540) 622-3405
6. LANDSCAPE PLAN
plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to 7. DETAILS OF FREDERICK STANDARDS FRONT ROYAL, VA 22630 FAX: (540) 636-1709
be given by VDOT after grading is mostly complete. 8. DETAILS AND ORDINANCES. ANY
FIRE LANE MARKINGS AND slcNACE: TRIP GENERATION DATA-ITE TRIP GENERATION-7TH ED. DEVIAT1ON OR CHANGE /N
Any "No Parking" signs and yellow painted curb locations will be installed Virginia Department of Transportation THESE PLANS SHALL BE DATE
b field inspection at the direction of the Fire Marshall's Office. CLASS USE PER SF GROSS SF TRIP RATE VPD APPROVED BY THE ZONING APPROVED BY.• JAN. 31, 2007
y p Staunton District �pg� p�� AP ��®�
Rev. May 1, 2004 ADMINISTRATOR PRIOR TO
FIRE FLOW DATA: - HYD# C- ��� L 151 MINI STORAGE (EX) 1000 SF 38,500 2.5 96 CONSTRUCTION. .--A PROJECT o070-05
STATIC PRESSURE _� /
RESIDUAL PRESSURE _ SITE PLAN NUMBER may, 710 OFFICE 1000 SF 6,602 11.01 73 _ - � �
AVAILABLE FLOW = �1 � -� 820 RETAIL 1000 SF 2 080 42.94 89 � FILE 0070csl
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
SOURCE: TOTAL 258 SHEET
DATE: i ZONING ADMINISTRATOR SIGNATURE IS VALID FOR FIVE YEARS 1 OF S
FROM THE DATE OF APPROVAL OF THIS PLAN.
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GENERAL NOTES VDOT GENERAL. NOTES s
1. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS WILL BE IN CONFORMANCE WITH CURRENT V1. All work on this project shall conform to the current editions of and latest revisions to the u �, ». �. - r" •rq'"rr m ¢® �� N - 104 105 I
FREDERICK COUNTY AND/OR VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. Virginia Department of Transportation VDOT Road and Bridge Specifications and Standards, the A °a ®, r °" M -' d �• '
9 P P (VDOT) 9 P s• » f
2. EROSION AND SEDIMENT CONTROL DEVICES TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or ? a •. �^ .. .
SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS. local regulations. In case of a discrepancy or conflict between the Standards or Specifications
and Regulations, the most stringent shall govern. ,, •• •v ', °� w�, ,• a. o tl - -
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR .a , i� a , +4 +„ TM• rr », - - ,�
CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety
and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and - • " "® -. ar '" - �
4. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, Regulations." r" • • 1 o " rr r r » 4 '"
STREETS OF MUD AND/OR
• I• • N tl � ••° � n- � r "" ,o a.� A �S !I
PRIOR TO ENTERING STATE RIGHT-OF-WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO CLEAN ST EET / "
LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND`O °+. ` -• 4 b . �A»r - - •`r rm 117
V3. When working within VDOT right-of-way,all traffic control, whether permanent or
DUST FREE CONDITION AT ALL TIMES.
9� P .�' •� .. � •, ° ° , Aar a � * . - - o • , e � • a �! ti
shall be in accordance with the current edition of VDOT s Work Area Protection Manual.. ` � � " ° ®� °++ gig_:... ,� ", - • a_ � `°�® � it
5. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION Furthermore, all traffic control floggers must be certified in accordance with Section 105.14(c) W , + a , *' " , " •, ' , :" oil ®" " a®
118 \\ }]
of the VDOT Road and Brid e S ecifications. 6� +°o , ,® `' » -'-„ �` ••, a .e �,
ACTIVITIES. 9 �r ° . „ a • , . , . • ,
- A �^ � °4 ��' • off`• . e •q•• •"�. " o lac
6. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF V4. The developer shall be responsible for relocating, at his expense, any and all utilities, �'� ® + �, + • ' • •• •' • • .. ma �� 1
,a II
CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING including traffic signal poles, junction boxes, controllers, etc., owned- by VDOT or private/public 117A
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 w : • • r
I� DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT. utility facilities or items that may be in conflict with the proposed construction activity. VDOT o }
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.
SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. 7
V5. Design features relating to field construction, regulations, and control or safety of traffic Y SI 4P
8. CONTACT "MISS UTILITY" AT 1-800-552-7001 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 ti
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. Rt. 27 -- fi Line o.i O
VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 0 `
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary o-"'
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. Upl I'
UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND LEGEND 78 277 " 4b
a
DISCUSSION WITH THE OWNER. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE V7, If required by the local VDOT Residency Office, a pre -construction conference shall be
ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY arranged and held by the engineer and/or developer with the attendance of the contractor, EXISTING PROPOSED
CONSTRUCTION TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES. THESE TEST HOLES WILL
various Count agencies, utilit companies and VDOT nor to initiation of work. zj>
BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF YY P P BOUNDARY & R/W LINE
CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY • • • ' '
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 - - `-" - -m-�` ` EASEMENT UNE / ' ' �2" 143E
a ,
any undetermined Length of time. VDOT requires and shall receive 48 hours advance notice _ i _____..._..__.... _.-,_.._... EDGE PAVEMENT • + ■ + lit. j65g 143E ��O
for 5
10. CONTROLLED FILLS AND SUB GRADES: prior to any required or requested inspection.
A) CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENT, TRENCHES FOR UTILITIES, AND IN
CENTERLINE 79A 143D 1 s3 i8 '
_The contractor shall be responsible for maintaining adequate access to the project from the i • : � ti^ 4 II RWI DESIGNATED ON THE DRAWINGS.
I Ii
ANY AREA OTHERWISE DE E E V9 adjacent public roodwa via a construction entrance that is constructed and maintained in d w_ i'
B) CONTROLLED FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY AS DETERMINED BY METHODS AS PER j P y FENCE UNE , ' 1 143 n 194
accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. � - T STANDARD PROCTOR AASHTO - T99 EXCEPT THE UPPER EIGHT (8) INCHES OF SOILS BELOW THE PAVEMENT SUB BASE Furthermore, access to other properties affected by this project shall be maintained through VICIl VI1�'1Cir
____._ _.._- _ RAILROAD
STONE, WHICH SHALL BE COMPACTED TO 100% OF THIS STANDARD AS DIRECTED BY A QUALIFIED GEOTECHNICAL ENGINEER. construction. The Developer shall have, within the limits of the project, an employee certified
'I Y 9 P ( ) GAS UNE SCALE:,1 "=1000'
C CONTROLLED FILL SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY, b the Virginia Department of Conservation and Recreation VDCR in Erosion and Sediment r
WRITING Y A QUALIFIED GEOTECHNICAL Control who shall inspect erosion and siltation control devices and measures on a continuous OVERHEAD ELECTRIC
BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN W I G B Q ZONING TAB ENGINEER. proper� P promptly rectified. � �.., - o h o o °'
----- UNDERGROUND ELECTRIC UNE a Lr,
basis for installation and operation. Deficiencies shall berec
11. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY THE CONTRACTOR. V10. Contractor shall ensure' maintained on the site , during
and at the end of construction, drainage, is achieved and mainta _�_ �_;_ OVERHEAD TELEPHONE UNE
ZONE, B2
PARKING CALCULATION a.
12. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, TAX AMP. • 86-((5))-F
STATE AND FEDERAL REQUIREMENTS. �--�-----.- UNDERGROUND TELEPHONE LINE REQUIRED SPACES: '
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a EXISTING USE. SELF-SERVICE STORAGE FACILITY SELF-SERVICE STORAGE
MI minimum thirty-six (36) inches cover and when possible shall be installed under roadway . v n ROADSIDE DELINEATORS I
13. CONSTRUCTION BLASTING IS LIMITED BETWEEN THE HOURS OF 8:00 AM TO 5:00 PM OR AS OTHERWISE PERMITTED. drainage facilities at conflict points. PROPOSED USE. EX. USE &OFFICE AND RETAIL 1 SPACE/5,000 S.F. �I
GUARDRAIL OR 500 S.F./5, 000 = 8 SPACES
14. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED. �- TRAFFIC BARRICADE EX. LOT AREA = 4.6128 ACRES -�
V12. An unusual subsurface conditions e.., unsuitable soils, springs, sinkholes, voids, caves, PER APPROVED SUB. PLAT
Y ( 9( ) OFFICE
15. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITIES etc.) encountered during the course of construction shall be immediately brought to the �i PR TAR = 1 1 SPACE/250 S.F. I
LINES UNLESS OTHERWISE NOTED. OJEC AREA 0.8 ACRES
attention of the engineer and VDOT. Work. shall cease in that vicinity until an adequate design ...-__� �.X- 8w/�� WATER MAIN P 8" 5,740 S.F.1250 = 23 SPACES
16. CBR TEST SHALL BE PERFORMED PRIOR TO DETERMINATION OF FINAL SUB GRADE ELEVATION FOR PAVEMENT AREAS. can be determined by the engineer and approved by VDOT. RE -TAIL
SOILS TESTS OF SUB GRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED SUB BASE THICKNESS PRIOR " -- - - PROP. BUILDING GFA = 8,682 S.F. 1 SPACE/200 S.F.
i O c3E i ! C (7,820 S.F. USABLE 862 S F. STORAGE
TO CONSTRUCTION. ALL SUB GRADE TO BE COMPACTED TO 95% DENSITY AT 20% OF OPTIMUM MOISTURE CONTENT PER V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a REviOVED REMAIN BUILDINGS
`' } 2,080 S.F 200 = 11 SPACES
VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT { -- - SUITE A: RETAIL 1,040 S.F. / `
AASHTO-T99 METHOD UNLESS OTHERWISE DIRECTED BY AN APPROVED GEOTECHNICAL REPORT. P P P 9
p representative of the location. SUITE B. RETAIL 1,040 SF. STORAGE 862 S.F. = 0 SPACES
representative shall be resent to insure t �- .
p p he sam le obtained is re res
17. CHANGES OR REVISIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE UNLESS FIRST APPROVED
When soil samples are submitted to ovate laboratories for testing,the samples shall be - -- - --- - ------ RETAINING WALL SUITE C. OFFICE 3,412 SF. 2,830 OFFICE 582 STORAGE c
BY THE COUNTY ENGINEER AND OTHER APPROPRIATE AGENCIES. clear) identified and labeled as belonging to a project to be accepted ted b VDOT and that `-x = C ONG - �/w SUITE D. OFFICE 1,595 S.F. (1,455 OFFICE 140 STORAGE
Y 9 9 P j P Y - SIDEWALK SUITE E.• OFFICE 1,595 S.F. (1,455 OFFICE1140 STORAGE) �' k
testing shall be performed in accordance with all applicable VDOT standards and procedures. "~ EX. .ASPHALT TRAIL PROVIDED SPACES:
FCSA CONSTRUCTION NOTES � � � �,���� � ASPHALT TRAIL ALLOWED F.A.R., = 1.0 EXISTING SELF-SERVICE STORAGE
V14. All roadway fill, base, subgrode. material, and backfill in utility/storm sewer trenches shall - _ _ _ HEADER CURB - SPACES PER PREVIOUS PLAN = 35 � r l
F.A.R. 47182 (EX. & PROP.)/201,649 0.23 W
1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT be compacted in six (6) inch lifts to 95% of theoretical maximum ' density as determined by EX. H•C. y
. (11 SP. TO BE REMOVED � h
WWW.FCSA-WATER.COM. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of = :----.--- Y CURB & GUTTER REQUIRED BUILDING SETBACKS Q)
any dedicated street right-of-woy. At the direction of VDOT, density tests shall be performed i8c" CG-6 TRANS CG-6R FOR PROPOSED BUILDING)
2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR THREE YEARS FROM DATE OF FCSA ; FRONT YARD = 50 SELF-SERVICE STORAGE 25 SPACES o W W W h�
by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. ��
APPROVAL. O " SIDE YARD SETBACK = 0 , o
Certified copies of hest reports shall be submitted to VDOT daily, unless specified otherwise. --� _ � � � • �
P P Y P 3:>At�, ®, OFFICE 23 SPACES
SANITARY SEWER .� 8 SAN REAR YARD SETBACK = 0 � v o v l
3. THE CONTRACTOR SHALL ADHERE TO THE STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF RETAIL = 11 SPACES
CONSTRUCTION. V15. VDOT Standard CD and UD underdroins shall be installed where indicated on these plans -�, PROVIDED BUILDING SETBACKS _ c� c� I�
TOTAL SPACES PROVIDED W/ THIS PLAN - 34 SPACES ? z z z 4f l!
and/or as specified by VDOT. -s s PC ? --/ " A
4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 15 RCP FRONT YARD = 87.8 Z Z Z z � i
STORM SEWER SIDE YARD SETBACK = 56.4' & 56.6' TOTAL SPACES ONSITE = 59 SPACES
y y street right-of-way
r n dedicated REAR YARD SETBACK = NIA HOLE. V16. The installation of an entrances and mailboxes within / HAND/CAP SPACES REQUIRED = 3
6. THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MAN sh all meet VDOT minimum design standards and is t fihe o responsibility sibility `of the developer. �"�-���� •�-•: �,...�-�-�- DITCH, SWALE OR �
6. WHEN AN EXISTING WATER MAIN (OR FORCED SEWER) IS TAPPED FOR THE INSTALLATION OF A NEW LINE: r II r _ S�AAII. �� MAX. BUILDING HEIGHT = 35' � HANDICAP SPACES PROVIDED = 3
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL. markings VDOT acceptance of any streets, a required street signage and/or pavement '-: N^ - .rv^ - - -.._. LARGE STREAM PROP. BUILDING HEIGHT = 25
V,7.Priort aaaaaa
B. THE CONTRACTOR MUST: gs shall be installed by the developer or, at VDOT s discretion, by VDOT on an account �+ � !
1) MAKE APPLICATION AND PAY DEPOSIT receivable basis following the Manual On Uniform Traffic Control Devices. SIGNAGE OUTDOOR LIGHTING !
2) MARK THE TAP LOCATION ALL SIGNAGE, BUILDING MOUNTED, MOUNUMENT
V18. The developer shall provide the VDOT Residency -�--�-�= -�-�-•-- DITCH ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE
3 COORDINATE INSTALLATION WITH THE ENGINEERING ASSISTANT p p cy Office with a list of all material sources = = - ---- ----- -- - CONCRETE STYLE ALONG RTE. 277/ FREESTANDING SHALL I
REQUIRE A PERMIT FROM THE COUNTY AND ON ADJOINER/NG PROPERTIES, RIGHT-OF-WAYS, AND k
'The
to the, start' of construction. Copies of all invoices for materials utilized within any >R -, -° ;�--�-, it, . I
7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S dedicated street right-of-way must be provided to the local VDOT Residency Office prior to �st'M..- TREES + COMPLY WITH THE ZONING ORDINANCE. APPROACHING AIRCRAFT
9 Y P Y P �.� .,0` OAK
INSPECTOR. acceptance of the work. Unit and total prices may be obscured.
LANDSCAPE PLAN FOR CALCULATIONS �
_. 4=,w_ ,,.- ,T �' LIMITS OF CLEARING &GRADING HANDICAP PARKING NOTE
8. THE AUTHORITY'S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" V19. Aggregate base and subbase materials shall be laced on sub rode b means of o
E
P 9 Y
IN SIZE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY mechanical spreader. Density will be determined using the density control strip in accordance (DRIP UNE OF TREES) CONCTRACTOR SHALL ENSURE THAT ALL HANDICAP
INSTALLED CORRECTLY- BEFORE A PERMANENT METER IS INSTALLED: with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified SPACES AND ASSOCIATED AISLES SHALL SLOPE NOTE. ALL UTILITIES SHALL BE
A. THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE compaction technician shall perform these tests. Certified copies of test reports shall be LIMITS OF GRADING
COPPERSETTER P P P P NO MORE THAT 29 /N ALL DIRECTIONS INSTALLED UNDERGROUND.
B. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a
VDOT representative shall be notified and given the opportunity to be present during the -- ----- �„ ----- CONTOUR UNE 390
C. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL TO BE BETWEENL -`"-
18 AND 21 INCHES construction and testing of the density control strip. OWNER ' I
X642-50 SPOT ELEVATION 425
i
D. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER V20. Asphalt concrete pavements shall be Placed 'accordance with
Section VDOT
X
9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: Road and Bridge Specifications. Density shall bed terminedsuusing the density control strip as ►JTHEPH�IV �.7 CITY STORAGE, OR1ilrE, LLC t-
UTILITY CONTACTS QL
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S specified in Section 315 and VTM-76. A certifiedcompaction technician shall perform these 127 MERCEDES COURT > �
ENGINEERING ASSISTANT tests. Certified copies of test reports shall be submitted to VDOTdaily, unless specified WINCHESTER, VA 22603 I--
B. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. i
otherwise. A VDOT representative shall be notified and given the opportunity to be 'present P.O. Box 1877 P.O. Box 2400 (540) 665-2792 w o i--,; I'
C. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1. WATER SERVICES duringthe construction and testing of the control strip. LTH
THE TAP AND BRING THE g P Winchester, VA. 22604 Winchester, VA 22604 �.A 0
" WATER VI THE AUTHORITY SHALL MAKE EI r
D. FOR ALL 1 1 2 AND 2 E SERVICES, E U i thirt =six 36 inches ) ) APPLICANT z 0 i
LILT V21. 1n accord bons for pipe culverfs' (540 868-1061 (540 869-1111 w
PIPING TO THE TH PROPERTY AUHORITY LINE. WIL NST CONTRA METER.
FURNISH AND INSTALL THE METER VA once with ounda y (+) � th Section 302.03, the f
ASSEMBLY. E L AL E and larger shall be explored below the `bottom of the excavation to determine the type and y ~-T - - --" > i
E. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. Power: Allegheny Power
condition of the foundation. The contractor shall report findings of foundation exploration to g y Phone: Bell -Atlantic -� STHEPHENS CITY STORAGE, LLC UU
P.O. Box 1458 5 ICH L S. Y CJ
10. ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY DOUBLE CHECK VALVE OR RPZ, the engineer and VDOT for approval prior to placing pipe. Foundation' designs shall comply with P.O. Box 17398 n ry
( Hagerstown, MD 21741 „p _ 127 MERCEDES COURT
AS REQUIRED). THE ASSEMBLY MUST MEET "SSE STANDARD No. 1015 OR 1013. VDOT Rood and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation Baltimore, MD 21297 LIC N E No.
1-800-654-3317 '?� WINCHESTER, VA 22603 1 o
is encountered, the foundation design and/or need for foundation stabilization shall be (301) 954-6282 Off, 031162 w o
11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY determined by the engineer and approved by VDOT. �S, G (540) 665-2792 L
(DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE NO. 1048 OR SjONAL
V22. Approval of these laps shall expire three (3) years from the date of the approval letter. ,EETINDEX ENGINEER
1047. .ANY EXTERIOR, PRIVATELY OWNED FIRE LINE SHALL .ALSO HAVE A FIRE SERVICE METER. THIS ASSEMBLY PP p PP SHEET ,
SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACKFLOW PREVENTION UNIT. RADIO READ REMOTES ARE REQUIRED. N
1. COVERSHEET _
installed where indicated on these plans 2. EXISTING CONDITIONS V23. VDOT Standard CC-12 Curb Ramps shall be 6
12. FCSA TO REVIEW THE MECHANICAL PLAN(S) FOR DESIGN AND MATERIAL APPROVAL OF: 1) THE DOMESTIC WATER and/or' as specified by VDOT. 3. SITE PLAN PROFESSIONAL SEAL &SIGNATURE PINE HILLS ENGINEERING, PC
METER AND ITS BACKFLOW PREVENTION DEVICE, AND/OR 2) THE FIRE SERVICE LINES BACKFLOW PREVENTION DEVICE. 4. GRADING PLAN ® I
5. EROSION &' SEDIMENT CONTROL PLAN THESE PLANS ARE 1N I
PHONE: 540 622-3405 �!
FIRE'MARSHAL:� NOTE V24. VDOT Standard :Guardrail shall be installed where warranted and/or as proposed on these CONFORMANCE WITH COUNTY P.O. BOX 1168 ( ) �
6. LANDSCAPE PLAN 4
plans in accordance with VDOT s installation criteria:. Final approval of the guardrail layout to 7. DETAILS OF FREDERICK STANDARDS FRONT ROYAL, VA 22630 FAX: (540) 636-1709
be given b VDOT after radio is mostly complete. 8. DETAILS AND ORDINANCES ANY R
FIRE LANE MARKINGS AND SIGNAGE:
9 Y grading Y P
DEVIATION OR CHANGE IN DATE
Any "No Parking" signs and yellow painted curb locations will be installed Virginia Department of Transportation TRIP GENERATION DATA-ITE TRIP GENERATION-7TH ED. THESE PLANS SHALL BE JAN. 31 2007
by field inspection at the direction of the Fire Marshall's Office. Staunton District CLASS USE PER SF GROSS SF TRIP RATE VPD APPROVED BY THE ZONING APPROVED BY-
, �
Rev. May 1, 2004 ADMINISTRATOR PRIOR TO
FIRE FLOW DATA: HYD ����'����®�lec� 151 MINI STORAGE (EX) 1000 SF 38,500 2.5 96 CONSTRUCTION. PROJECT
No. 0070-05
STATIC PRESSURE _
��q OFFICE 1000 SF 6, 602 11.01 73
RESIDUAL PRESSURE _ NAfl�is�DAM1 710 OF _ �Jc� it CADD
AVAILABLE FLOW = � :. � � - � � FILE 0070cs 1
SITE PUN HUMBER �� �- 820 RETAIL 1 O00 SF 2, 080 42.94 89 FREDERICK COUNTY ZONING ADMINISTRATOR DATE
SOURCE: TOTAL 258 ZONING ADMINISTRATOR SIGNATURE IS VALID FOR FIVE YEARS SHEET ;
DATE: FROM THE DATE OF APPROVAL OF THIS PLAN. I 9 OF 8 h
i l
I ,