HomeMy WebLinkAbout09-02 Ellis Self Storage (revised - 2 additional units) - Stonewall - BackfileIF W a r.`'-_
EW0510N ANII2 5E�112IM;N1" CONVOL NOM5
I V1201' GF_NE 1M NOM5 1
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 GOVERN.
V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT
OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH
RULES & 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 VDOT'S JANUARY, 1994 (OR LATEST EDITION OF)
ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C.
V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION,
CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS
DEEMED NECESSARY BY VDOT.
V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE
FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY
WORK ON VDOT RIGHT OF WAY.
V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A
PRECONSTRUCTION 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.
V7. 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.
V8. 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 VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK,
SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED
BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND
MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.
V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT
RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF 36" COVER AND, WHEN
POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES.
5UWr-,Y N01'F,5 I
1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS TAKEN FROM A
PREVIOUS SITE PLAN PREPARED BY H. AUBREY HAWKINS ASSOCIATES, LTD.
L,F,GF,NP
- - - -- - - - - -- - - - - EXISTING CONTOUR LINE
-------- --- - - BUILDING RESTRICTION LINE
-X x x - EXISTING FENCE
PROPERTY LINE
1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION
IN A PUBLIC RIGHT OF WAY.
2. THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) MUST
BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY.
3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE
PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND
LEAVING THE SITE.
4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS
AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE
THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED
TO ORIGINAL CONDITIONS.
5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH
THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION
3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION
OF THE PROJECT.
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE
OF THIS SITE.
7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND
DISTURBANCE PERMITS PRIOR TO CONSTRUCTION.
8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND
GUIDELINES SET FORTH BY OSHA AND VOSH.
9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540)
667 3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND
EXISTING SITE CONDITIONS.
10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY
UTILITIES REQUIRED BY THIS SITE PLAN.
11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE
PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION.
1.2. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95%
DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698,
AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER
BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND
APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL
SUPERSEDES THIS NOTE IF PROVIDED.
13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY
PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE
APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN.
14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR
REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND
SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC
WORKS. THE CONTRACTOR WILL OBTAIN, ALL NECESSARY PERMITS AND
COORDINATE THE WORK WITH PUBLIC WORKS.
15. THE CONTRACTOR WILL CONTAIN ALL jrER AND DEBRIS ON SITE.
THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF
EACH WORK DAY.
16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE
CONSTRUCTION PROCESS.
17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO
EXCAVATION WITH EASEMENTS.
18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT
WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION.
1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained
according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and
Virginia VR 625-02-00 Erosion and Sediment Control Regulations.
2. The contractor will install the construction entrance and primary erosion and sediment controls prior as
shown on the site plan prior to or as a first step in clearing.
3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas.
4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing
activity and one week prior to the final inspection.
5. The contractor is responsible for installation of any additional erosion control measures necessary to prevent
erosion and sedimentation as determined by the plan approving authority.
6. A co of the approve erosion and sediment control Ian will b maintained on the site at all times.
copy pp o p e d
7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times.
8 The contractor will inspect all erosion control measures periodically and after each producing rainfall
event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices will be
made immediately.
9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to any
work.
DRAINAGE CALCULATIONS:
SITE CONDITIONS: THE PURPOSE OF THIS SITE PLAN IS T0 BUILD 2 SELF STORAGE BUILDINGS ON AN EXISTING
GRAVEL AREA. THE GRAVEL AREA WILL REMAIN AND THEREFORE THE FOLLOWING CALCULATIONS TO DETERMINE
THE INCREASE IN RUNOFF ONLY REFLECT A CHANGE FROM GRAVEL TO ROOF USING THE TOTAL AREA OF THE
NEW BUILDINGS.
PRE -DEVELOPMENT:
TOTAL AREA AFFECTED = 0.17 AC. (7,200 SF)
C VALUE = 0.80 (GRAVEL)
INTENSITY = 5.3" (2 YR) & 6.8 (10 YR)
Q2= (0.17)(0.80)(5.3) = 0.72 CFS
Q10 = (0.17)(0.80)(6.8) = 0.92 CFS
POST -DEVELOPMENT:
TOTAL AREA AFFECTED = 0.17 AC. (7,200 SF)
C VALUE = 0.90 (ROOF)
INTENSITY = 5.3" (2 YR) & 6.8 (10 YR)
Q2= (0.17)(0.90)(5.3) = 0.81 CFS
Q10 = (0.17)(0.90)(6.8) = 1.04 CFS
NET EFFECT:
INCREASE:
Q2 = 0.81-0.72 = 0.03 CFS
010 = 1.04-0.92 = 0.12 CFS
THEREFORE NET INCREASE IN RUNOFF IS SUBSTANTIALLY LESS THAN 2 CFS.
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ME WINEMN
CERTIFICATION #:
EXP. DATE
THE RESPONSIBLE LAND DISTURBER IS THAT PARTY
RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
NOTE: AN ON -SITE PRE -CONSTRUCTION MEETING MAY
BE REQUIRED WITH THE OWNER, SITE CONTRACTOR,
PUBLIC WORKS, & DESIGNER PRIOR TO COMMENCING
ANY SITE WORK.
JF,C1" I2A1"A
AREA OF SITE:
CURRENT ZONING:
CURRENT" USE:
BUILDING HEIGHT ALLOWED:
BUILDING HEIGHT PROPOSED:
F.A.R.:
OPEN SPACE PROVIDED
BUILDING SETBACK REQUIREMENTS
FRONT:
LEFT:
RIGHT:
REAR:
PARKING CALCULATIONS
SELF STORAGE
1 /5000 REQUIRED
PROPOSED
ADA SPACES REQUIRED
ADA SPACES PROPOSED
9.043 ACRES
M1
SELF STORAGE FACILITY
35' MAX.
12' HIGH
1.2479 AC (54,360 SF)
/9.043 = 13.80%
42%
75'
25'
25'
25'
54,360/5000 = 10.87 SPACES
11
1
THERE ARE NOT ANY SINKHOLES, RIVERS, STREAMS,
STEEP SLOPES, WOODLANDS, OR ANY ENVIRONMENTAL
FEATURES THAT WILL IMPACT THIS SITE DEVELOPMENT
(OTHER THAN LIMESTONE OF COURSE)
SEAL AND SIGNATURE
M0
M. 1W'FM,&1a1rA0
No. 1951
/ i L"141121- I
SURvicko
THESE PLANS ARE IN CONFORMANCE WITH COUNTY
OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
VICINITY MAF
- 1".02(0 l
CON1-AC1' NUMMII�5
LEONARD ELLIS (804) 550-3370
ENGINEERING FIRM: ARTZ & ASSOCIATES, PLC (540)
667-3233
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ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540)
665-5651
SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540)
665-5650
EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC
WORKS (540) 665-5643
TELEPHONE: VERIZON (301) 954-6282
ELECTRIC: ALLEGHENY POWER (800) 654-3317 z
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GAS: SHENANDOAH GAS COMPANY (540) 869-1111
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SITE INFORMATION:
ADDRESS: 561 STEPHENSON ROAD c�
TM #44-A-173
ZONED: M 1
DEED BOOK 579, PG 104
OWNER/DEVELOPER:
LEONARD ELLIS
10487 WASHINGTON HIGHWAY
GLEN ALLEN, VA 23059
804-550-3370
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FREDERICK COUNTY ZONING APPROVAL
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ZONING ADMINISTRATOR
DATE JANUARY 16, 2002
THIS SITE PLAN IS VALID FOR (5) FIVE
YEARS FROM THIS DATE OF APPROVAL
FILE # 010352
SHEET 1 OF 2
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BUFFER TREES
_ SHOWN ON
`li r r. 'vcv� L i 1 xj _ — PREVIOUS SITE PLAN
-T MUST BE INSTALLED
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INSTALL..27 WHITE,
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X 31600 SF
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.,y. B, FER TREES
120.0' ii /�JET�IL.: aLo _C� , ti . �4.... •...'
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PRE I_US
SITE PLAN '
MU .T BE INSTALLED
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- EXISTING GRAVEL
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SECTION A - A
Guidelines for Grade Change D
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.jl ($b 1:T'rf -1' ts' Rrn,•. 4r
is vptnlno 11.7� I'm ..._.,. rrr gr'r-':rtces
of
. ,,'{ion •, •`'$u_ty, }p �r eci:,de Ar�C!cq or w r.(er.
'lih ! "•t A METHOD
ET VD OF T REYgaEN T •
CONNECTION FOR STREETINTERSECTIONS
AND COMMERCIAL ENTRANCES
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of P ',y ,•_t,r• v. r rf; %•?i- �'
l t c PROPOSED 13041-0tNG y
3,600 SF t o Et'l5T i:�� �.
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PREVIOUS SITE PLAN •• ,--,.,
MUST BE INSTALLED I
c; W- s i+�4' �• _ !, f -ram^ G,
4 SPACES. " cotes• x e . h•
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CONCRETE cT ✓ L �c �p� . y (� G� r <•
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WHEEL STOPS t .� . t"�� \ Qr % \ :
i TO BE PROVIDED �.4 Ao �� ' ' 4,� �°'Crrr • , U ' ,.�'' r. '';, ,
+ i a . . � �� fn , J ;
FOR EACH vQ oQ a .�:``` ,<�r %� _ . _. t W.
PROPOSED ��, \� 4 ti4 ` r
J PARKING SPACE ,w�` x,, �° ��., Ex�tir, //� �`i4`� �p �(6 ~ or°'
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SPACE TO
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TO BE OVERLAIN
WITH MINIMUM
SM-12.5A
ti
ASPHALT
BUFFER 1REES
SHOWN
TO rcv PREVIOUS EE-
SITNPLAN
Ok' P�siTivE MUST BE INSTALLED
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NOTES:
1. THE FOLLOWING IMPROVEMENTS MUST BE MADE TO BRING THE PREVIOUS SITE PLAN INTO COMPLIANCE:
A. BUILDING PERMIT REQUIREMENTS MUST BE COMPLETED FOR THE 3 PREVIOUSLY PROPOSED BUILDINGS.
B. LANDSCAPE BUFFER ON PREVIOUS SITE PLAN MUST BE COMPLETELY IMPLEMENTED.
C. PARKING AREA AND HDCP SPACE MUST BE CONSTRUCTED.
2. THE FOLLOWING IMPROVEMENTS MUST BE MADE FOR THIS REVISED SITE PLAN.
A. OBTAIN NECESSARY BUILDING INSPECTION PERMITS FOR CONSTRUCTION OF THE NEW BUILDINGS.
B. EXTEND THE LANDSCAPE BUFFER ALONG THE EASTERN PROPERTY LINE TO FULLY SCREEN THE
STORAGE BUILDINGS LOCATED AT THE REAR OF THE PROPERTY
C. PAVE EXISTING ENTRANCE PER V.D.O.T. REQUIREMENTS AS SHOWN HEREON.
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JAN UARY 16, 2002
SCALE 1 " = 40'
SHEET 2 OF 2
c4tMm N0irl-5 N�0510N ANC2 51WIN Nr GONVOL NOM5
1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION 1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained N
IN A PUBLIC RIGHT OF WAY. according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and
Vir 'n'a VP 625-02-00 Erosion and Sediment Control Re ulations ® ® c�
2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST
Ij g
BE ADHERED TO WHEN WORKING I A RIGHT OF W N PUBLIC R HT AY
2. The contractor will install the construction entrance and primary erosion and sediment controls prior as
P ry
3. THE CONTRACTOR WILL REMOVE ALL MUIO AND DEBRIS FROM THE
shown on the site plan prior to or as a first step in clearing.
PUBLIC RIGHT OF WAY THAT !S LEFT 9( VEHICLES ENTERING AND
LEAVING THE SITE.
4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS
3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas.
AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE
4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing
THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED
activity and one week prior to the final inspection.
TO ORIGINAL CONDITIONS.
5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH
"VIRGINIA
5. The contractor is responsible for installation of � additional erosion control measures necessary to prevent
THE EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION
erosion and sedimentation as determined by the plan approving authority.
3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION
OF THE PROJECT.
6. A copy of the approved erosion and sediment control plan will be maintained on the site at all times.
6. THE CONTRACTOR WILL BE RESPONSIBLE: FOR THE POSITIVE DRAINAGE
OF THIS SITE.
7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times.
7. THE CONTRACTOR IS RESPONS!BLE FOR OBTAINING ALL REQUIRED LAND
DISTURBANCE PERMITS PRIOR TO CONSTRUCTION.
8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall
8. ALL CONSTRUCTION WILL BE DCNE FOLLOWING THE LAWS AND
event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices will be
GUIDELINES SET FORTH BY OSHA AND VOSH.
made immediately.
9. THE CONTRACTOR WILL NOTIFY �iRTZ AND ASSOCIATES AT (540)
667-3233 OF ANY DISCREPANCIES BETf�EEN THE APPROVED PLANS AND
9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to any
EXISTING SITE CONDITIONS.
work.
10, THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY
UTILITIES REQUIRED BY THIS SITE: PLAN.
11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE
DRAINAGE CALCULATIONS:
PLAN ARE TO BE INSTALLED R i
E ST LLED PR!OR TO CONSTRUCTION.
12. A CON
TROLLED NTROLLED FILL MUST BE COMPS T A IN F _ ACTED 0 MINIMUM 0 95
SITE CONDITIONS: THE PURPOSE OF THIS SITE PLAN IS TO BUILD 2 SELF STORAGE BUILDINGS ON AN EXISTING
DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698,
GRAVEL AREA. THE GRAVEL AREA WILL REMAIN AND THEREFORE THE FOLLOWING CALCULATIONS TO DETERMINE
AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER
THE INCREASE IN RUNOFF ONLY REFLECT A CHANGE FROM GRAVEL TO ROOF USING THE TOTAL AREA OF THE
BUILDINGS, STRUCTURES, 01, PAVEMENT MUST BE INSPECTED AND
NEW BUILDINGS.
APPROVED BY A PROFES5iONAL SOILS ENGINEER. A GEOTECHNICAL
SUPERSEDES THIS NOTE IF PROVIDED.
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13. THE CONTRACTOR IS RESPONSI PLE FOR CONTACTING MISS UTILITY
PRE -DEVELOPMENT:
TOTAL AREA AFFECTED = 0.17 AC. (7,200 SF)
PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE
C VALUE = 0.80 (GRAVEL)
APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN.
14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR
INTENSITY = 5.3" (2 YR) & 6.8 (10 YR)
REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND
s
�/ ICINirY
MAP'
SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC
Q2= (0.17)(0.80)(5.3) = 0.72 CFS
WORKS. THE CONTRACTOR WILL OBTAIN' .ALL NECESSARY PERMITS AND
Q10 = (0.17)(0.80)(6.8) = 0.92 CFS
COORDINATE THE WORK WITH PUBLIC FORKS.
111
2000�
M5P 0N5IC31,F_ LANs I2I51UP FP
GONrAGr NUMMR5
15. THE CONTRACTOR WILL CONTA114 ALL LITTER AND DEBRIS ON SITE.
POST -DEVELOPMENT:
THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF
TOTAL AREA AFFECTED = 0.17 AC. (7,200 SF)
EACH WORK DAY. I
C VALUE = 0.90 (ROOF)
NAME:
LEONARD ELLIS (804) 550-3370
16. AN APPROVED SET OF SITE PLANS MOST BE ON SITE DURING THE
INTENSITY = 5.3" (2 YR) & 6.8 (10 YR)
CONSTRUCTION PROCESS.
ENGINEERING FIRM: ARTZ & ASSOCIATES, PLC (540)
17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO
Q2= (0.17)(0.90)(5.3) = 0.81 CFS
CERTIFICATION #:
667-3233
EXCAVATION WITH EASEMENTS.
THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT
Q10 = (0.17)(0.90)(6.8) = 1.04 CFS
ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540)
VP�O1' G1�N�P�P+L NOBS
WILL
WILL BE LEFT FOR MORE THAN ThIRTY' DAYS FOR SOIL STABILIZATION.
NET EFFECT:
EXP. DATE
665-5651
INCREASE:
THE RESPONSIBLE LAND DISTURBER IS THAT PARTY
V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST
Q2 = 0.81-0.72 = 0.03 CFS
RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING
SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540)
EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD
Q10 = 1.04-0.92 = 0.12 CFS
ACTIVITY AS SET FORTH IN THE PLANS.
665-5650
AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND
SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR
THEREFORE NET INCREASE IN RUNOFF IS SUBSTANTIALLY LESS THAN 2 CFS.
NOTE: AN ON -SITE PRE -CONSTRUCTION MEETING MAY
EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC
LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY
BE REQUIRED WITH THE OWNER, SITE CONTRACTOR,
WORKS (540) 665-5643
OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT
PUBLIC WORKS, & DESIGNER PRIOR TO COMMENCING
Q
SHALL GOVERN.
ANY SITE WORK.
TELEPHONE: VERIZON (301) 954-6282
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V2.
ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT
PIQ0Jr-,Ct2ArA
<5
OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH
ELECTRIC: ALLEGHENY POWER (800) 654-3317
U
V3.
RULES ®ULATIONS.
WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL,
AREA OF SITE: 9.043 ACRES
c
WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH
CURRENT ZONING: M1
GAS: SHENANDOAH GAS COMPANY (540) 869-1 1 1 1
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THE CURRENT EDITION OF VDOT'S 'WORK AREA PROTECTION MANUAL.
CURRENT' USE: SELF STORAGE FACILITY
'
BUILDING HEIGHT ALLOWED: 35MAX.
MISS UTILITY: 1-800-257--77.•� 7
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FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN
>
BUILDING HEIGHT PROPOSED: 12 HIGH
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ACCORDANCE WITH VDOT S JANUARY, 1994 (OR LATEST EDITION OF)
F.A.R.: 1.2479 AC (54,360 SF)
. -
0
3:
ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C.
/9.043 = 13.80%
V4.
DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION,
OPEN SPACE PROVIDED: 42%
CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS
DEEMED NECESSARY BY VDOT.
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TO OF WORK, BE
ORIOR
NECESSARY VDOT�LANDRUSEALL
ACQUIRNNGIAAON
PERMITSEFORNANYLE
BUILDING SETBACK
LL_
WORK ON VDOT RIGHT OF WAY.
FRONT: 75'
SITE INFORMATION:
V6.
IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A
LEFT: 25'
PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE
RIGHT: 25'
ADDRESS: 561 STEPHENSON ROAD
ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR,
REAR' 25'
TM #44-A-173
VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO
ZONED: M 1
V7.
INITIATION OF WORK.
CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN
DEED BOOK 579, PG 104
WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME.
V8.
VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION.
THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE
OWNER/DEVELOPER:
ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH
CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN
PARKING CALCULATIONS
LEONARD ELLIS
ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK,
SELF STORAGE
SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED
1/5000 REQUIRED 54,360/5000 = 10.87 SPACES
10487 WASHINGTON HIGHWAY
BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
PROPOSED 11
GLEN ALLEN, VA 23059
V9.
CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND
ADA SPACES REQUIRED 1
804-550-3370
MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.
ADA SPACES PROPOSED 1
V10.
ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT
RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF 36" COVER AND, WHEN
POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES.
0
5UPZi/I NOM5
1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS TAKEN FROM A
PREVIOUS SITE PLAN PREPARED BY H. AUBREY HAWKINS ASSOCIATES, LTD.
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THERE ARE NOT ANY SINKHOLES, RIVERS, STREAMS,
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STEEP SLOPES, WOODLANDS, OR ANY ENVIRONMENTAL
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FEATURES THAT WILL IMPACT THIS SITE DEVELOPMENTc��
(OTHER THAN LIMESTONE OF COURSE)
LIAR 18uj
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LrC1�N12
- - - - - - - - - -- - - - EXISTING CONTOUR LINE
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SEAL AND SIGNATURE
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--------- --- -- BUILDING RESTRICTION LINE
-�- --� -- - -- EXISTING FENCE
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PROPERTY LINE
Q MICHAEL M. ARTZ
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No. 1951
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FREDERICK COUNTY ZONING APPROVAL
i II
�q�Vo SURXkOR-
ZONING ADMINISTRATOR DATE
JANUARY 16, 2002
THESE PLANS ARE IN CONFORMANCE WITH COUNTY
OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY
THIS SITE PLAN IS VALID FOR (5) FIVE
FILE 010352
#
SHEET 1
OF 2
THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
YEARS FROM THIS DATE OF APPROVAL
ff,1NAL C.ITEE PLAIN'
>:.. APPROVED
.rya e' _
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\l N YD: PAiV7'
ti°
BUFFER TREES
\ SHOWN ON .
•vrCrzvda +,' -- -- PREVIOUS SITE PLAN
7Jcti 44-:.-(7c7,i x MUST BE INSTALLED
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6,�a 'p '` ,.` c'r.' . Jim ..�C.:i f� :i r-" ; (C':c. ':icG; ti''7 .r,G L. (1`,_i C, = .K>• 7;� F 1 :,'G ay,
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INSTALL 27 WHITE. --- - - --.. r2►- q ; .�.` . ;�• .-^- ,` f
--- PINES ENh vrrri/-- EX. 20' R�✓ i sr�i.p -
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Guidelines fOr Grode Change D
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}'��• TREATMENT -
METHOD
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C• .aTlli
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CONNECTIONFOR STREET INTERSECTIONS
-, AND COMMERCIAL ENTRANCES
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+...,-•.S:"...__'..+�i`. .f.,....,t ....'.�...0
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30.0
� 1 PROPOSED [BUILDING Jl o ,t o 1SF �lST
1120.0'
�ivOcztI Jots{ l
,1 30 0' EXISTING GRAVEL/ 1 I Q !
` - SURFACE
l 1 t,j PROPOSED BU'4-4)M: G i O
1 ! o 600 SF
Y
. _.. , 120:0' 1
f .7�,eEE'T G!G'XT BZdCJK 2 Od 0 6.F. '� y V
�19.r7' 4606. racy
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2fy �� l E: rs co ,h $M BUFFER TREES
/to I ( `..�f ��.. wk .b ..� .._... _ . SHOWN ON c G. 4 ' �,'
sue, o.
PREVIOUS SITE PLAN
MUST BF INSTALLED A'`_ :•::.``.; -
L.
1 4• SPACES
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a t� �1�C✓ . --A
r 0
CONCRETE l wl C�At °1 A \lC7' j (Ih` ! I�1, J� t . . J r .. l /1V <
rl WHEEL STOPS 4 s :1 y�"��' �,r; ) V,VCN
G n s _ Y Y
.Q Q• '���G r/ .V e� .c'_'(.•r�r'• •"C.+" .0
TO BE PROVIDED y
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¢
PARKING SPAc E 1 �
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� •o F qR, cot .. , *� �� � 44 `�4
I PAVED H D P y��. �" °� 94,5SF
SPACE TO
1� CONSTRUCTS
ems, ti ( , ' \ 1i : •'C - . - 'f'. - - , ,
ENTRANCE AREA..'
TO BE OVERLAIN
4 WITH MINIMUM
SM-12.5A
l
ASPHALT
1 , ��U7-,C-.QNC,c BUFFER TREES
' T E�rrovED
/i lc6/vr,�Ac7olZ 7o SHOWN ON
.PREVIOUS SITE PLAN
F p P 1'0 sf77 vE
..MUST BE INSTALLED
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_....'B_.`FER„,TREES..
HOWN ON
PRE IOUS SITE PLAN '
MU .T BE INSTALLED
NOTES:
1. THE FOLLOWING IMPROVEMENTS MUST BE MADE TO BRING THE PREVIOUS SITE PLAN INTO COMPLIANCE:
A. BUILDING PERMIT REQUIREMENTS MUST BE COMPLETED FOR THE 3 PREVIOUSLY PROPOSED BUILDINGS.
B. LANDSCAPE BUFFER ON PREVIOUS SITE PLAN MUST BE COMPLETELY IMPLEMENTED.
C. PARKING AREA AND HDCP SPACE MUST BE CONSTRUCTED.
2. THE FOLLOWING IMPROVEMENTS MUST BE MADE FOR THIS REVISED SITE PLAN.
A. OBTAIN NECESSARY BUILDING INSPECTION PERMITS FOR CONSTRUCTION OF THE NEW BUILDINGS.
B. EXTEND THE LANDSCAPE BUFFER ALONG THE EASTERN PROPERTY LINE TO FULLY SCREEN THE
STORAGE BUILDINGS LOCATED AT THE REAR OF THE PROPERTY
C. PAVE EXISTING ENTRANCE PER V.D.O.T. REQUIREMENTS AS SHOWN HEREON.
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JAN UARY 16, 2002
SCALE 1" = 40'
SHEET 2 OF 2