HomeMy WebLinkAbout15-10 Shenandoah Valley Elect. - Dry Storage Building - Shawnee - Backfile (2)GENERAL NOTES
737.21 **- /
VICINITY MAP
1. Methods and materials used in the construction of the improvements herein shall conform to the current
MON /
/
SCALE: If = 2000'
Z
County construction standards and specifications and/or current VDOT standards and specifications.
_ - /;a-0733.18
MON 7375a INSTALL REINFORCED 51LT FENCE A5
/ PROPERTY LINE
t 1 and siltation includin detention ponds serving as silt basins during
737.32 , ___------EXISTING
/ MON /-r SHOWN ALONG PERMITER OF EDGE OF
2.
ion easures o con ro erosg -� O BE HEREBY VACATED
construction, must be provided prior to issuance of the site development permit. The approval of these plans in RIP RAP , 73 aA \ Kernstown
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment _ �, EXISTING PAVEMENT TO REDUCE o �.
Control Handbook. ` l(h INV. OUT=135.1�0�1 ,��°� � W
_ 7 '` 5EDIMENT LADEN RUNOFF. `°%� Rt. 652 I �\cr °� �1 �`� Z
RIP RAP x 735.9
obtained from the Office of the Resident Engineer, Virginia Department of Transportation p�iG4I 1 - - /�� EX15TING 7371 OVERHEAD PER VESCN PLAT 3.05 1 Road '� � I �� \d�% � 1
3. A permit must be g g _ - - - - - E
(VDOT) and Frederick County prior to construction in existing State right-of-way. `� " , T _ Go °
. _ --- _ _ _t_� ` _-��$_ _ _ _ _ _ ^/ ,, �. CHAIN LINK ELECTRIC L E %"
- ,, _ -- _ __ / cY `
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is / / - -" _ -' - --� /'''�`\ `- ` ~ ^ J�_ FENCE _ ` _ _ _ _
required under State law. / /-��--.--E-----E---�14 E \-X'y -- E----E -- - -- ---- -- - - -- - --- = ---- ---- ---- --�_
( �_ - _ x� --T- r -- -- - - __ _._ -. - ---- ----- - - _ -- - - v-_� x>a x'~ rsa`'s- �� ' Q°` �` cep `n
-� _ _ _: _ -'� E E --
_ 7 s x l�
- - - _ "; �t-- W
( - - __ _ _ . _. r - - - - -7- tee= 2 0 00
5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held , / �, _ '�.R/ LP
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation ' Lf J',\ cv Uj LP /`\ ` LP IQ �, v ly°� a°�°� `t 0
c I
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be j i / \ ` -42 �' � E.P. � �'� �° � °� \com v �� Q G .� � CO
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to I / 1113,5' >� 1'� �� bane a0 m `n a
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. I I / TO EX. FENCE �J` .� / / / "' c °�e�"� .� o ai
I
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a a \ OVER NEA -V 742.45 /
representative of the developer must be available at all times. 1 RE INFORGED // �' DOORS x 742.78 ` x
VICINITY MAP
// /`� EXIT 310 1 " = 2,000' d V. O
7: Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic I 51LT FENCE / CLEAN OUT o / CONCRETE // ``
UJ
0 ai o �t s
Control Devices (MUTCD). / PER VESGN / e TIE-IN PROPOSED D /
I, , �> RAMP 1� X1� PROJECT INFORMA TION �!� ; .�
All unsuitable material shall be removed from the construction limits of the roadway before placing / PLATE 3.05.1 STORAGE BLDG. I \ 50 "� _ r/
a t 1 CONCRETE (O 42-
embankment. -- ? '1i / 1 , / ❑ '
m 9 \� 4000 51' 9(d --► LP �..-. x 743.07 PARCEL IDENTIFICATION NO. 63-A-80
RAMP 14X1� 42 42- I 4z- 0
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less ( I _P 1 \ 42 / STREET ADDRESS: 3463 VALLEY PIKE
6, INLET SEDIMENT \ F,F.= ��3.�0 C�� / EXISTING PROPERTY LINE PROJECT SITE AREA: 14.4939 AC °' W 0
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. crl 71.27 c� 1O 742.a,
1- 740.e 1 x 741.2 x 741.9 / 742.6 x CUT IN TO BE NEREE3Y VACATED DISTURBED AREA: 6000 SF y,
/ FILTER PER VES�N �� \ 0 g� I
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated / 1 �J X�J" �2- / 43 42- 2 6 iiiN D I -1 CURRENT ZONING: M1 cu
on the plans and as required at the field inspection. 7 '' fi 7a2.oe
P 3•s��•�O/ CONC. PAD , \\ / , OPOSED S RIPPI F� ` x 743.39 CURRENT USE: INDUSTRIAL/OFFICE FOR PUBLIC UTILITY
/ \ ':ACCE951BL ROUTE g x 742.77 \ W co
� N � � )k� PROPOSED USE: AUXILIARY DRY STORAGE BUILDING
l 1. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall -4 c� / �' �t 42 � .h, � � 5 MAX LOPE SETBACKS: REQUIRED �
be minimum 6" diameter and conform to VDOT standard SB-1. ! 1.0 / TO FAGEI OF CURB / \ S� 2 x 7a3.18
10.96 11/7.5 10 ( FRONT 25'
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than `%° REINFORCED / C ,�' ��� CJ X5 REAR 25 PROVIDED
one litter receptacle shall be provided at the construction site. I / LEAN ours �•, ��2 \ GONG. PAD SIDE 25'
P P 51LT FENCE Dom/ BENDS / / \ HP L� 2 I MAXIMUM HEIGHT: 60' 25'+
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to / F SIGNS: NONE PROP(7D+WITH THIS PLAN
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take t i PER VESGN PLATE 3.05.1 �- /i' \tp SL p\\\ SITE LIGHTING: NONE PROP D WITH THIS PLAN
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free 1 / �� / .. OUT- �`• �8 101 + 74351 BLDG. MOUNTED LIGHTING: NONE PROPOSED WITH THIS PLAN 'Z
condition at all times. I I/ / II �- e TIE-IN _1� \ 2 X7,ats� ~\\ PREVIOU APPROVED PLANS: SP#26-89 & SP#53-89 Q
/ RELOCATE � �' _ - �
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary I 1 NC 5IGN , -- ` x x 1 V)
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, I / SANITARY SEUJER L 4fERAL mr�- '42s5 F.A.R. CALCULATIONS 5 742.e5 \
' WHEEL L STOP 43 EX SPOT SHOT \ 63-A-80 = 14.4939 AC = 631, g � � 1 PER FCSA SPECIFIGATION� - e a�f�`n>= u1� POINT 1 // 354.28 S.F.
and connections to existing lines. �/ _..- � 1° W
1). s / x 7a2.2
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current T40.7 741.1 x I 741.17 / AROUND BUILDING
standards and specifications of the Frederick County Sanitation Authority. I CONTRACTOR Tb ENSURE
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the 1 GRAVITY DRAINAGE
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed I 1
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction. I 5AW CUT EXISTING PAVEMENT TO
" LP A�LOW FOR INSTALLATION OF
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way. BUILDING FOOTING,
18. When grading is proposed within easements of utilities, letters of permission from all involved companies I 1
must be provided to Frederick County Public Works Department prior 'to issuance of grading and/or site I 1
x 743.2 / \
EX. BUILDING AREA = 42,951 S.F.
\
PROP. BUILDING AREA = 4,800 S.F.
PSJ ; 742.48 \\
TOTAL BUILDING / LOT AREA = 0.07 < 1.0
�\ TOP042.22 \/ x 743.47
r�
INV.IN=13ak,2 /
PROPOSED BUILDING IS STORAGE ONLY. NO ADDITIONAL
/
PARKING OR EMPLOYEES REQUIRED. BUILDING FOR DRIVE
INV.OUT=131.22 /
THRU PICK UP DROP OFF OF SUPPLIES ONLY.
x 743.\ '\
SUR VEY AND TOPOGRAPHIC INFORMATION
Q
1. Boundary survey was performed by:
x 742.90 I
GREENWAY ENGINEERING Dated: AUGUST 2010
development permits. C _ 11.72 7 1 1 1 A �, Dated:
40I
. .. it 40.72
19, The developer will be responsible for the relocation of any utilities which is required as a result of his 41.2
EX. BUILDING 2• Aerial, horizontal and vertical control surveys were LTH OF
project. The relocation should be done prior to construction. 744.3 74 1 ,11 TQP=143.31 FF_ 141,81 performedy:
b GREENWAY ENGINEERING 2010
INV. IN-131.99 (Year)
✓"
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected x 741.1 1 \ 20 10 20 4� ( r,
in accordance with state law. In the event gravesites are discovered during construction, the owner and 'I $.7 `` / x 742,2 `I ,*. INV. C?UT=131.£31 iiiiiiii 3. Aerial to o ra hic mapping performed b U
engineer must be notified immediate) � � P g p PP g P Y� `-------- MARK D, SMITH
g y I / x 743.6 I SCALE: I' = 20' N,A Dated: N/A roo Lic. NO. 22837
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering �_ _ / I EXI5TING BUILDING b IIrl
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.. - ', I, .1FF-- 144,31 OVERALL SITE LOCATION MAP ����I Z 1 l 0
I I i • 744.'
22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard C741 1 �GIU 743.0 1 A,F 4AD SIDNAL
p Y Y P � Ta1.2o
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered G�In r,,wa1
/ 1 vn raoRTM� onS m'^Ti°rr
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note. ( CURVE DATA H�
1 T W
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating I 1 [ OVERHEAD SUPPORT BEAM PP12-4
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of rOVF ,�5� QST . >
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in I PPq Use �� N� 4, � rf
I 1 IF I 11 �,- rx L�lS7Ry01p1J4�
Frederick County appear below. These numbers shall also be used to serve in an emergency condition. s
SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE ' LIFE L7/1TA �?' l�'�� �'�?
OBSCURED BY VEHICLE PARKED IN SPACE. LIGHT COLORED REFLECTIVE
24. All utilities to be located underground. SIGN (SEE DETAIL) BACKGROUND MAT'L. i 1 I 1 -}-
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. FC DARK COLORED 2" LETTERS EXIS I IIV
OR do 3/8" BORDER 744.0
RESERVED 1- 1
Note: Anv place within these plans stating Greenway Engineering, shall_ represent Greenway Engineering, Inc.
FCSA CONSTRUCTION NOTES
1.
The Authority's
Water and Sewer Standards and Specifications are available at
www fcsa-water
com <htt�//www.fcsa-water.comx
2.
The water and
sanitary sewer portion of the plans are valid for three years from date
of FCSA
approval.
3.
The contractor
shall adhere to the Authority's standards and specifications in effect at
the time
of
construction.
4.
The contractor
shall coordinate with and arrange for inspection by the Authority.
5.
The contractor
shall connect a new sewer line to an existing manhole by core drilling
the
manhole.
6.
A new water (or
forced sewer) main shall be connected to an existing main by a wet
tap.
The Authority shall furnish all needed material and make the tap.
The contractor
shall submit an Application for Wet Tap and pay the required fees.
7.
Exact locations
of water and sewer services on new lines to be coordinated with the
Authority's
CURVE_. DELTA ANGLE f7A0/CIS fIRC LENGTH
TANGENT
CHORD BEARING
CHORD LENGTH
G'1 O1 12 03" 11,499.Z0' Z40.98'
120.49'
N 12'41 '21 " E
240.98'
rp A1J�l01lYLNG.�oL'F_LZZY aIyNERstlyk£cF G��4�sf1'S'R?l�'`� ?3BA,4 /�SRy. � ■
cf 1� VP
corop'rET
T.M. 63-A-87 p nOs°'`' 41r <9 I vnoPosso 'Z
li
TREX COMPANY, INC. \ 13�+ ivo�now lit
(FORMERLY TREY COMPANY, LLC) Q O
A� DB 977 PG 1280
(SEE INST. No. 020022798)
i � e.,.. k4 T At . � V �
SEE PLAT DB 395 PG 576 ,, c'>Fo
9 ZONE: M2 USE: VACANT Cf)
V
TM. 63-A-87A w cV�0*11 'F oNF-srorr c, v
v � c
CONTRACTOR AND INSPECTOR NOTES: B. J. SAGER, INC. f2 / PRICK �.
f4 / BUILOINC
BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BO DB 493 PG 703 yw �` ,;b O � I -
BUILDING CODE, SECTIONS 311,S STORAGE OF THE INTERNATIONAL t ib °�Ncn J '
4.0' MIN. BUILDING CODE/2006. OTHER CODE THAT APPLIES IS ICC SEE PLAT DB 386 PG 335 eta ry t ry �pnN K�/�: i !: ? Q V H Z
7.0' mm. EROSION & SEDIMENT CONTROL NOTES A117.1-3-03 ACCESSIBLE AND USABLE BUILDINGS AND FACHMES. ZONE. M2 USE: INDUSTRIAL °��$ � O� s ¢t � <��R 1, � ,.1 F'' W �D
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE PROPOSED 4800 SF SINGLE STORY BUIDLING SHALL COMPLY WITH �� oA 38� SST FR f °F ..,� w
DISPLAY CONDITIONS AND STRUCTURAL EROSION AND SEDIMENT CONTROL IBC TABLE 503 FOR HEIGHT AND AREA PER CONSTRUCTION TYPE. , c r9 i', ; E-a
o s; W
UNLAWFUL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ENTRANCE AND EXIT DOORS ARE REQUIRED TO MEET ANSI TM. 6.3-A-86C ______________________________ �;' ¢
PARKING IN THIS a" STEEL PIPE FILLED WITH CONCRETE ACCORDING TO THE MINIMUM STANDARDS AND ACCESSIBILITY. MAX 1:12 SLOPE FOR RAMPS, MAX 1:20 FOR HP HOOD, LLC (/. _ .�F iAIl
SPECIFICATIONS OF THE VIRGINIA EROSION AND WALKING SERVICE, AND MAX 1:48 FOR LANDINGS AND ACCESS AISLE OVERHEAD s ZONE 62
SPACE IS SUBJECT SEDIMENT CONTROL HANDBOOK. IN PARKING AREA. (FORMERLY H. P. HOOD INC.) \ cnicnr n'IrEs�, CRrIV 1A
inspector. 8' vAN ACCESSIBLE SPACE $50 00 TON:�100.00 DARK COLORED REFLECTIVE INST. No. 030019390 c ` N 1,?W20 E - 41I3®1' e1 I f UJ
~
BACKGROUND MATERIAL SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL x �� f�Rs
8. The Authority's maintenance division shall furnish and install all water meters through 2 inch 5' FOR RECsULAR SPACE (SEE INST. No. 080010134 "N 1�
in size. It is the contractor's responsibility to have the meter box assemblyinstalled gcorrectl APPLY TO THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL �Hau 1 N„ "�rc� 6�tS ROM
I'lI1
H,4NpICAPPEP PARKING DETAIL SEE PLAT DB 935 PG 739 N <Fo, iHO rof /� p
P Y Y• NOTE: ETC.). �, 9j>?p5. ENO US ROl.11F 11 7i00D K�tY �V��6 Q
Before a permanent meter is installed:
LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED ZONE' B2 U.E.' VACANT 66'To0`F 80' r/1s' � as� W Q
a. The meter box, with its frame and cover, must be properly aligned with the N.T.S. AT SAME POINT ADJACENT TO THE 8' AISLE. vvt F 00 165 P: 476 ROUTE 8T2 1 "=200� Q W
coppersetter. FIRE MARSHAL'S NOTE APPROVAL o,,. z > �
b. The frame and cover shall be set to final grade. � �
44
C. The distance between the top of the cover and the coppersetter shall be between -
18 and 21 inches. -� NAM �pp a U�
d. All components of the meter box assembly shall be in proper working order. Fire lane markings and signaee:''� NAME Q
9. For services that connect to existing lines: Any "No Parking" signs and yellow painted curb locations will be installed FREDERICK COUNTY ZONING ADMINISTRATOR DATE W O
a. The Authority shall furnish and install: b field inspection at the direction of the Fire Marshal's Office. * SITE PLANNUMBER�� 1 E--1 0
1. all 5/8"x3/4", 1 1z" and 2" water services Y P APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
I all sewer services. YEARS FROM THE DATE OF PLANNING APPROVAL
b. The contractor shall: TRIP GENERA TION DA TA Project Name: Z
1. coordinate the location of the service lateral with the Authority's engineering Project Number:
assistant CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD SHENANDOAH VALLEY ELECTRIC COOPERATIVE - Z
2. submit an Application for Service and pay the required fees. INC. DRY STORAGE DUILDING 10288
W
10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as
required). The assembly must meet ASSE standard number 1015 or 1013. Magisterial District: Date of Plan: (Month, Day, Year)
co
NO ADDITIONAL TRAFFIC GENERATED WITH THIS SITE LAN SHA WNEE MAGISTERIAL DISTRICT /
11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, SEPT. �1 �0 / 0
as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior,
privately owned fire line shall also have a fire service meter. This assembly shall be
installed immediately before the backflow prevention unit. Radio read remotes are required. Owner: Address, Including Zip Code & Telephone No. DATE: Sept. 2, 2010
3463 VALLEY PIKE
12. The Authority shall review the mechanical plan(s) for design and material approval of a building's:UTILITY CONTA CTS SHENANDOAH VALLEY ELECTRIC COOPERATIVE INC. WINCHESTER, VA 22602
a. Domestic water meter and its backflow prevention device, and/or its Water/ Frederick County Sanitation Authority Phone: Verizon 540.667-7700 SCALE: AS SHOWN
b. Fire service line's backflow prevention device. Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No.
Baltimore MD 21297 SAME AS ABOVE SAME AS ABOVE
DESIGNED BY JNT
WaEEL STOP
wr�
2'
T
STRIPED AREA
0
0
v0
HANDICAPPED
SYMBOLS
S' MIN.
INTERNATIONAL SYMBOL PARKING ��'
OF ACCESSIBILITY 24"
s�
UNL}
KEY
BEARING
DIS7;4NCE
L 1
5 70'04'0 3" E
52.93' -
LZ_
S 60' 1731 " E
37.32'
L3
S 1 T45 23" W
f 1 1.64'
-L4
S 62'1943" E
15.78'
L5 -_
S 28'27 24 " W
-45. 45'
L6 _
�L7
S 30°01 'S0" W
29.46'
S 59'58'04" E
284.66'
L8
N 13' 17 22 " E
102. 14 '
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to
Operate and a copy of the stations DEQ approved 0&M manual. These documents must be
received before substantial completion is issued and water meters released.
Winchester, VA. 22604
(540) 868-1061 (301) 954-6282
Power: Shenandoah Valley Electric Cooperative Inc. Gas: Shenandoah Gas Co.
P.O. Box 236 P.O. Box 2400
Mt, Crawfoed VA 22841 Winchester, VA 22604
(540) 434-2200 (540) 869-1111
Virginia Utility Protection Service 1-800-552-7001
FILE N0. 10285
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
540.662.4185
HANDICAPPED PARKING NOTE
SHEET 1 OF 1
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
10 -18