HomeMy WebLinkAbout22-11 Sunshine Pride - Guard Shack Addition - Stonewall - Backfile (2)1, ;lIF owim I, 11 Ilk, �..I fia I
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND
PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETE INSTALLA77ON OF
THE UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN .OR IMPLIED AS
NECESSARY FOR THE COMPLETE FACILITY, READY FOR USE. UNLESS OTHERWISE
NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE
STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPOR TA T70N THE CITY OF WINCH ESTER PUBLIC U TILE TIES PUBLIC WORKS AND B
DEPT. AND THE CONTRACT DOCUMENTS.
T .GATE EXISTING SUBSURFACE UT
ILITIES, HOWEVER
R HAS ATTEMPTED O LOCATE r
THE ENGINEER
2
SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN
THIS WORK SO AS TO AVOID DAMAGE TO ANY U77LITIES. ANY DAMA
GE SHALL BE
THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY
COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-552-7001.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL
DIMENSIONS, ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY
EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. THE CITY PUBLIC WORKS DEPT.
OR THE ENGINEER WILL APPROVE ALL CUT SHEETS.
4. ANY UNUSUAL SUBSURFACE COND177ONS ENCOUNTERED DURING THE COURSE OF THE
WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTEN71ON OF THE ENGINEER AND/OR
THE OWNER.
5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK
PERFORMED OFFSI7E IS THE CONTRACTOR'S RESPONSIBILITY.
6. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED FOR THIS WORK
AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED.
7. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION
SHALL BE PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND
MULCHED, SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A
GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISKED LEVELED
AND SEEDED TO ACHIEVE LAWN CONDITIONS.
8. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS
AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE
CITY OF WINCHESTER. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND
ARRANGE FOR INSPEC7ON AS NECESSARY. EXACT LOCATIONS FOR WATER AND SEWER
SERVICES TO BE DIRECTED BY THE CITY OF WINCHESTER INSPECTOR IN THE FIELD.
CONTRACTOR TO PROVIDE ASSISTANCE AS THE INSPECTOR MAY REQUIRE.
8A. CONTRACTOR SHALL PROVIDE THE PUBLIC UTILITIES DEPT. 24 HOUR NOTICE
PRIOR TO TAPPING EXIS77NG WATER MAINS.
8B. PROPOSED WATER MAINS WILL REQUIRE TES77NG IN ACCORDANCE WITH PUBLIC
UTILITY SPECIFICATIONS. THE CONTRACTOR SHALL SCHEDULE THESE TESTS AND
PROVIDE ASSISTANCE AS NECESSARY.
8C. SHOULD MAINTENANCE OF WATER OR SEWER LINES WITHIN EXISTING EASEMENTS
REQUIRE DISTURBANCE OF PROPOSED IMPROVEMENTS, THE OWNER IS RESPONSIBLE
FOR REPAIR OF THOSE ITEMS.
9. TEMPORARY TERMINATION OF SEWER LINES SHALL BE PLUGGED WATER77GHT THE
END OF THE LINE SHALL BE MARKED WITH A TREATED 2 INCH X 4 INCH POST
EXTENDING AT LEAST 18 INCHES ABOVE THE GROUND. THE TOP 6 INCHES SHALL
BE PAINTED GREEN, AND THE CUT DEPTH TO THE LINE INVERT SHALL BE SHOWN.
10. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND
SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE
CITY OF WINCHESTER.
11. AFTER REMOVAL OF ALL TOPSOIL, THE SUBGRADE SHOULD BE PROOFROLLED WITH APPROVED
CONSTRUCTION EQUIPMENT PRIOR TO FILL REPLACEMENT. ALL SUBGRADE AREAS SHALL
BE STABLE PRIOR TO FILL PLACEMENT. ALL FILL AND BASE MATERIAL SHALL BE
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY
ASTM D 698 (STANDARD PROCTOR). LANDSCAPED AREAS SHALL BE COMPACTED TO
907. OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE SAME STANDARD.
COMPACTION TESTING SHALL BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER
REGISTERED IN THE COMMONWEALTH OF VIRGINIA OR A QUALIFIED REPRESENTATIVE
UNDER DIRECT SUPERVISION OF THE ENGINEER.
12. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. TEMPORARY
STREET SIGNS MUST BE POSTED AS CONSTRUCTION BEGINS. ACCESS TO FIRE
HYDRANTS IS NOT TO BE IMPEDED AT ANY 77ME BY CONSTRUCTION MATERIALS, PARKED
CARS ETC..
13. MANHOLE RIMS, VALVE BOXES, ETC. TO BE ADJUSTED TO MATCH PROPOSED ELEVATIONS
SHOWN IN THESE PLANS.
14. IF BLASTING IS REQUIRED THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE
NECESSARY FIRE DEPARTMENT PERMITS.
15. THIS PROJECT ENTAILS CONSTRUCTION OVER AND IN CLOSE PROXIMITY TO EXISTING
GAS MAIN. THE CONTRACTOR WILL NOTIFY SHENANDOAH GAS COMPANY (PHONE NO.
869-1111) BEFORE EXCAVATING NEAR THIS GAS MAIN.
16. TV INSPECTION OF ALL PLASTIC PIPE MUST BE PERFORMED PRIOR TO SITE
ACCEPTANCE BY CITY OF WINCHESTER.
EROSION AND SEDIMENT CONTROL :
1. All work shall conform to the standards and specifications and other
criteria adopted by the City of Winchester unless a variance has been
granted in writing.
2. No work shall commence on site until a Land Disturbance Permit is
issued by the City of Winchester,
3. The Land Disturbance Permit must be kept on site at all times and shown
on request.
4. A copy of approved Erosion and Sediment Control Plan must be kept on site
at all times and shown on request.
5. If the contractor fails to produce the Land Disturbance Permit and the
approved Erosion and Sediment Control Plan, a Stop Work Order will be
placed on job until such time that the Permit and the Plan are secured
on the job site.
6. The City must be notified when the work commences and when the project
is completed.
7. Other work (grading, excavating, construction) on the project shall not
commence until the appropriate erosion and sediment controls are in
place as specified on the plan.
8. Contactor is responsible for any and all damages to any other conservation
measures already in place as a result of work covered by this permit.
9. Contractor shall maintain the conservation measures in satisfactory
operating condition until final, permanent stabilization is achieved.
10. Contractor shall submit a monthly monitor report to the City indicating
the condition of the erosion and sediment controls and any corrective
actions taken during the reporting period. The report shall run on the
calendar month and must be recieved no later than the 5th day of the
following month. Copies of the report form may be obtained at the
address below.
11. All denuded areas on site shall be stabilized within 7 days of final
grading with permanent vegatation or a protective ground cover suitable
for the time of the year.
12, All denuded areas that may not be at final grade but will remain dormant
for longer than 30 days must recieve temporary soil stabilization.
13. Permanent stabilization must be applied to all denuded areas that are
to be left dormant for more than one year.
14. The Land Disturbance Permit may be revoked, should the City determine
that the project is not in compliance with the conditions of the
approved plan.
15. .All questions regarding Erosion and Sediment Contol must be directed
to:
City of Winchester, Virginia
Department of Public Utilities, Engineering Division
15 North Cameron Street
Winchester, Virginia 22601
(540)-667-1815
MCC
fi�•4" ♦ kk Lf h 7x
■
f°
INCHESTEn VIRGINIA
llc_! low,,"
W EL
L I AGIST �RIAL DIST'HluA
NOT
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE CITY OF WINCHESTER ZONING ORDINANCE.
2.ALL UGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
3.ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO 1996
VIRGINIA STATEWIDE BUILDING CODE, 1996 BOCA CHAPTER 11 AND
1992 ANSI A117.1.
4.A 3 'FT. CLEARANCE IS REQUIRED FROM FACE OF CURB TO ANY SITE
FEATURE WHICH IS MORE THAN 6 INCHES ABOVE OR BELOW THE GRADE
OF ADJACENT OFF STREET PARKING.
5.ALL FIRE LANES TO BE MARKED AND: POSTED PER CITY OF WINCHESTER
FIRE DEPARTMENT REQUIREMENTS.
6.ALL UTILITIES TO BE PLACED UNDERGROUND
7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
&HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
9.ALL LANDSCAPING REQUIRED TO MEET THE REQUIREMENTS OF ORDINANCE SECT.
19-5-6.4 SHALL BE MAINTAINED IN GOOD CONDITION AND IF DAMAGED, REPLACED
IN ACCORDANCE WITH ORDINANCE SECT. 19-5-6.4J.
1O.TRASH REMOVAL IS TO BE PROVIDED BY PRIVATE CONTRACTOR.
A DUMPSTER IS REQUIRED.
VICINITYMAP
000
PREPARED BY:
LOCAL UTILITIES
CITY OF WINCHESTER DEPT.
OF PUBLIC UTILITIES
ROUSS CITY HALL
15 NORTH CAMERON ST.
WINCHESTER, VIRGINIA
22601
(540) 667-1815
P.O.C. KELLY HENSHAW, P.E.
ALLEGHENY POWER
3463 VALLEY PIKE
WINCHESTER, VIRGINIA
22604
(540) 722-5852
P.O.C. CINDY LAING
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA
22602
(540) 665-3156
P.O.C. LARRY WILLINGHAM
ADELPHIA CABLE
195 RAINVILLE RD.
WINCHESTER, VIRGINIA
22602-4802
(540) 667-0364
P.O.G. BRETT ULES
SHENANDOAH GAS
P, 0. BOX 2400
WINCHESTER, VIRGINIA
22604
(540) 869-1111
P.O.C. TIM HOCKMAN
SUNSHINE'S PRIDE
1100 FRANKLIN AVENUE, SUITE 205
GARDEN CITY, NEW YORK 11530
PH. 516-932-5756
NO PARKING IMPROVEMENTS ARE
PROPOSED AS PART -OF THIS
PROJECT ONLY EXISTING
PARKING AREAS WILL BE UTILIZED.
NO WORK ON ROAD RIGHTS -OF -WAY
IS PROPOSED BY THIS USE.
EXISTING ENTRANCES ARE TO
REMAIN.
Patton Harris Rust & associates
Engineers. Surveyors. Planners. Landscape Architects.
1 17 East Piccadilly Street
+ Winchester, VA 22601
T 540.667.2139
F 540.655.0493
C-1 CI V I L COVER
SHEET
C-2 SI1_E PLAN
C-3 DETAILS
C-4 FLOOR DRAIN
PLAN
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER ........ ° ° ... ° . ° ° ...
134-1-J-1A (City of Winchester)
... ° ... ° ....
54-A-60 (Fred. Co.)
EXISTING PARCEL AREA ° - - - - - - - - - - - - - - - - ------
8.3637 Acres
DEVELOPED PARCEL AREA - .. .................
5.16 acres
ZONING ...°°............ ..................
M-2
ADDRESS ..................................
801 North Kent Street
CURRENT USE ---------------------- -------
INDUSTRIAL/MANUFACTURING/STORAGE
PROPOSED USE .............................
INDUSTRIAL/MANUFACTURING/STORAGE
DISTURBED AREA ................. . . . ° - ° ......
.21 ACRE
EXISTING FLOOR AREA ........................
87,800 SQ. FT.
PROPOSED FLOOR AREA - ° - ° ° .. • . ° ° ....... ° ...
° 87,940 SO. FT.
ALLOWED FAR ..............................
1.0
PROPOSED FAR .............................
0.24
LANDSCAPED AREA REQUIRED ° .................
15% (1.25 ACRES)
LANDSCAPE AREA PROVIDED ° ° ° ° ° ..... ° ... ° ....
1.64 ACRES-19.6% (EXISTING)
BullaNG ADDM
140 S.F. BUILDING ADDITION
4 SILOS
SOM REW EHTS
REQ D CITY
REQ'D COUNTY PROVIDED
FRONT (KENT STREET) 50'
75' 23'+
SIDE 15'
25' 62'+
REAR 0'
25' 17'
PARKING SETBACK 10'
5' 12'+
BUILDING HEIGHT 75' MAX.
60' MAX. 35' MAX.
ffim ot11
SPACES
EMPLOYEES ON MAX. SHIFT ................................
65
EMPLOYEE PARKING REQUIRED . ° ° .............
° ............. 97.5 (1.5 SP/EMPLOYEE ON MAX. SHIFT)
OFFICE SPACE .........................................
900 S.F.
OFFICE SPACES REQ'D. AT 1 /300 ST ........ ° . °
° ° . ° ......... ° 3 SPACES
TOTAL STD. SPACES REQUIRED ° .............................
° 100.5
TOTAL STD. SPACES PROVIDED ............... . .
.............. 105
NO COMPANY VEHICLES STORED ON SITE
LOADING SPACES REQUIRED ................................
3
LOADING SPACES PROVIDED .................................
9
REQUIRED HANDICAP SPACES ................................
5
PROVIDED HANDICAP SPACES ..... ..........................
5
TOTAL SPACES PROVIDED ..........................
........ 110
PARKING SHALL COMPLY WITH ICC/ANSI Al 17.1-03
ACCESSIBLE AND USABLE
BUILDINGS AND FACILITIES.
NO ENVIRONMENTAL FEATURES SUCH AS STREAMS, FLOOD PLAINS, LAKES, PONDS,
WEfLANDS,NATURAL STORMWATER DETENTION AREAS, STEEP SLOPES OR WOODLANDS EXIST ON
THIS SITE.
NO EXISTING TREES TO BE DISTURBED.
NO NEW PARKING LOT LIGHTING IS PROPOSED.
THE NEW USE PROPOSES NO NEW IMPERVIOUS
AREA
DISTURBED AREA = 0.21 ACRE
CITY OF WINCHESTER REQUIRES AN EROSION CONTROL PLAN.
FIRE LANES REOUREMENTS-
Fire Lane markings and signage is required at all fire hydrants, fire department
connections, curbing not delineated as parking, and all normal and emergency
access points to the structure. The contractor shall coordinate With the Fire
Marshall to ensure these requirements are satisfied.
Approved by Frederick County Zoning Administrator
Site Plan Approval Valid for 5 Years from Date Shown Hence Date
APPROVING AUTHORITY (CITY OF WINCHESTER)
DIRECTOR OF PL4NN/NG DA TE
LL
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JOB # 0910
November 12, 2009
Permit
Drawings
These Documents -
Schematic Drawings,
Preliminary Drawings, or
Working Drawings, and
Specifications are the
Property of Architecture
Design Concepts,P.C. and
may not be used,
reproduced, or utilized
without the express written
consent of Architecture
Design Concepts, P.G.
REVISIONS'.
2-14-09 - PER CfIY & C000 ODMWMS
1-13-10 - PER C00N1Y COMMENTS
24-10 - ADDED SHEET C4
TH p
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D A. MISLOWSK 31
No.20674
SSIUNAI. ��
CIVIL®
COVER
SHEET
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TABLE 6-1
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment ES-6: The contractor is responsible for installation of any additional erosion control
control practices will be constructed and maintained according to minimum measures necessary to prevent erosion and sedimentation as determined by the
standards and specifications of the Virginia Erosion and Sediment Control plan approving authority.
Handbook and Virginia Regulations (4VAC50-30) Erosion and Sediment Control NOTE.
Regulations. ES-7: All disturbed areas are to drain to approved sediment control measures at all times NO LIGHTING, SIGNAGE OR DUMPSTERS ARE TO BE
during land disturbing activities and during site development until final CONSTRUCTED IN FREDERICK COUNTY
ES-2: The plan approving authority must be notified one week prior to the pre- stabilization is achieved.
construction conference, one week prior to the commencement of land disturbing
activity, and one week prior to the final inspection. ES-8: During dewatering operations, water will be pumped into an approved filtering
device.
ES-3: All erosion and sediment control measures are to be placed prior to or as the first
step in clearing. ES-9: The contractor shall inspect all erosion control measures periodically and after
each runoffproducing rainfall event. Any necessary repairs or cleanup to
ES-4: A copy of the approved erosion and sediment control plan shall be maintained on maintain the effectiveness of the erosion control '',devices shall be -made
Immediately. _-_
the site at all times, _._.._ ., - '!; '�� ' _.. _ .
- _
ES-5: Prior to commencing land disturbing activities in areas other than indicated on - -� ` _ _ _ - - - _��� - limited to, off- site borrow or waste areas the _ ��~ .y�-
n but not limited to .
these Ions Include )
contractor shall submit a supptemetary erosion control plan to the owner for
ovm author
/Il
review and approval b the lan a r -
PP Y
•
r of �N
-
__ - - -- -
-
,
1
R0 - - - - _ A
_ RA
__-
Alf . _ CANOPY OVER TANKER
JEL - hf\IICII(..LLr� -PLANS----,- }
FORDETAIL-�--" » ' r
_ -_ 19
f
_n
-" - _ _
T _
._ - 1�124 �� �� EXiSI1NG FIR
ON
- --
# ROTECTI
- - -
_- EQUIPMENT
,
"- E
_ �REQUIRED
TRUCK ACCESS RAMP U `,''✓' i '' '-..-
- "- - - J
Un
SEE SHEET C_ 3 �
14
7
PROPOSED I VX65' CONC. PAD #
-" 16,gR_' -�-- , WATER AND SEWER CONNECTIONS TO ; --
_- 4
_. 2 -THE CITY MAINS ARE NOT TO BE
r CANOP HEIGHT --POWER LINE �17.5 FiPRO � Ci 4 {°4UPGRADED.-
.
000
THE EASTING , EMPLOYEE - PARKING LOT AND ,,THE -'NORTH KENT STREETOn
I4 ,
MAINTAIN 12' CLEAR FOR GRAVEL. TRUCK PROPOSED- RETAINING WALL ( FRONTAGE, WITHIN FREDERICK, COUNTY,"DO' N' OT MEET! THE FREDERICK
DUMPSTER PICKUP ACCESS LOADING AREA SEE STRUCTURAL PLANS
s l \ COUNTY ORDINANCE REQUIREMENTS. AS THE PROPOSED USE DOES NOT i
11 _I� h. -: x n - i '. FOR WALL DETAILS. REQUIRE AN EXPMNSION --OF -TIE--PARKING NOR AN ADDITIONAL ENTRANCE - -
a
L ---- NO _UPGRADES ARE REQUIRED AT THIS TIME. HOWEVER, SHOULD THE OWNER—- �0) A REQUIRED REVISION, ANY FUTURE APPROVALS FROM FREDERICK
- _ jE� *` TRUCK ACCESS RAMP U SEEK A SITE PLAN REVI
PRORORS€t3 LOS EDGE OF L�I1cRETE �.
r
,EET Cs COUNTY, FOR THIS SITE, WILL REQUIRE UPGRADES TO THE PARKING AND
%?--'tl:�- 1 � . _ ,
x. LNG THOSE AR CONFORMANCE WITH
, 12�
ROADWAY FRONTAGE, TO BR AREAS INTO � .
' + , v. -] ; t CANOPY OVER TANKER" ORDINANCE REQUIREMENTS.
I `�
_ SEE ARCHITECT'S P s
I I '
-- � C Lid
1 _ , , I -1. - �. - ; FOR- -DETAILS. I ,.. X < X X
_r
' - P
, 1. 13
kJ 1
��
1
If 1
M
GRAVEL. F..v a . �. r 1L'i I 1 ID F;c��� .___._— S
�
��y(( , �X IA LARD
J r .Jit
t� Vas vec W!v r,a -- U' . • - # _ LLARD ��_i I ao C' 10 C?
�' LOADING AREA - I I`° flH 4 BOLLARDS_ .-
:
U - _ ... . ,� ' - EX. POWER L
_. `, �'
S - _ -- _-- ----- + i R
o EX
tl7. . TR F R
I I t
j LLJ
ry w'
I \
r— 3 - _
-J
s � ,
.
1
, 7 e
r,
1 4 -T -.- i_ ! { '� �J i / ' �, a i PROPQ� D SILOS 1.
,_
o O ! #! { i T I n �' / ; 10.08' DNA.
z -t l I Ld
;. EiEIGFfT -
n
U
O NO PA
m FOROPRIOPO
N U)
Cf)__w. _�_._ REMAIN
LL_ -
- 0 lea
AV PARKIN(
X
rY 1 cn R
n
1 n __
- -- h 1
U U
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j t t r 1 1 e j jvl }"i i7 m -r�.''
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(D Cfl
4.. -
tr_,
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' , S DI ' MI I .._•:' I , ,.-.,,,,...m,..,q«i`= i_ ,.......a.,.."=Q:....-°pf. , J { _ i • • wt . .f t,
lAtll :
o ; sANITA�1 SEA -ROOF DRAIN...t.. �i n _ a ,:_ _. o.00 _22.aQ _ 20.00_ 20.00 22.00 50.00 1.20.00
w ,._ , I
"-[-• .'.y '•d r r. ..„,._Y 4 ',•uWr+`"'i,-.:..y..,.s:;.:..,_,,,..,,.o.. •.,".....,, 1 ' 7 ^^i I� �f, -
D IL�;(��`•{�"` EET C= _ ! t r
J � I - � .. � �-".� �"."'�t«S� �.. . r P ",�.�.�..,,-,., ��� � t �
iii
e P _
rt !I n
I—j I z- `� �i a #
_y-;�` t . l `i _ �- I "�' -AR=777
EA NO TO
I - FT.
4 SEIB ,y „ q I U/G ELECTRIC
_
GEED 2X.
ti
1 r �. ORCH FT. , ABOVE - -,
1 , Q(
I I # CONTRACT �, I I i I -�_ 1 i _j z_ _ } rn
Q
I I w SAND FliVI: I140I_ Al1QN , f-i... GRADE ALLOWED SECT: 18-9-- r ` ! ,w u i I I TEMPORARY STONE
1-� , i �� t",�� - - - -- -- 22.00 CONSTRUCTION
-40 DETE�i --,4S�W GolkATION. - - ;_ o o o
�-� o
�. .. _...
'MATCH FL � 4.� �,...�_.�.-. 4 # I , I � :�: s, - .,rye "._ �,. -- �� ENTRANCE
,
4
iELEVA11ON EXISt1NG STORM SEWER - - f ( I - I� �� PROPOSED 32 SF
EX S!D Ai K
SEE TEo c�. 1 IQ
CE
a i _L i _ No wc.o wxs Ex Conk. D o UARDHOUSE
__
i
} I - o EX. I ACCESSIBLE W/TRA SFOFMER BLDG. w 26.9 FT. SETBACK TO MATCH o
62.29" 1 w_ _W, n' _.-._._•_ _...-_ �_w
_ Y ROUTE - EX. ADJACENT BLDG SETBACK
MATCH EXISTING GRADE I °D 2 EX. HANDICAP I
1 - .... W
'`' �o o� EX. PAVED PARKING AREA 1
w PROPOSED EX. TRANSFORMER �, �, �, �� - PARKING SPACES 10 ao
--- ---- -- - ----. :t --- -- -- >� -- ->�- SAC S 2
o SIDEWALK PAD \ - ®o �, o� z PROVIDE STRIPING dt SIGNAGE PROVIDE SIGNAGE 35.58 a EXISTING
742 FOR 3 HANDICAP SPACES l; N ENTRANCE
i - - - - - -- - -- -
EXISTING
— EXIST. SIDEWALK , „ r`-, EXIST: SID ALK , - - - -
t S32 321 W 4 4.53 r , fc_ ENTRANCE - r,
G ASS AREA \ `1 GRA A1REA [� 4� O REA �' -
• • 6R S A .6 -_ _
6 I
�; �: 332 8 . .
CONRACTOR TO REMOVE TOP L AND PLACE VARIANCEi GRANTED FOR FRONT 'WATER � Exi5Tl y �' S32'31'05, W
STRUCTURAL FlLL IN THE AREA SHOWN, SLOPING �; SETBACK LESS THAN 35 FT. METER O „ , -_---
KENT STR ET ' M WATER
FROM EXISTING GRADE, UP _T0.-6'" BELOW � � � 1
SIDEWALK ELEVATION. SEE ARCHITECT'S PLANS _ Ex_ STORu t No y ._ — BOtLA-RDS AND- — —DER — — — — — — — — — -�-
EXIST. EXISTING STORM LATERAL UPSTREAM LANDSCAPING. SEE EXIST. EXIST. PROVIDE 9 RED MAPLES +
FOR WALKWAY DETAILS. TOPSOIL TO BE REPLACED j6 R. Q, W SS M.H. OF EXISTING SEWER CONNECTION TO ARCHIITECT'S PLANS FOR FlNAL - SS M.H. UNENCLOSED PORCH. SEE ARCHITECT'S SS M.H. 1 1/2' CALIPER AT 4 FT HEIGHT
AND AREA SEEDED AND MULCHED.
_------_--__-- _--
�„ ." • `
. _ ..
BE REMOVED (55 FT. ESTIMATED OCALlON-AND-_DF. AIf q- -
r-
LENGTH)
.- ..
OR FlNAL DESIGN 14ND DETAILS.
-
PROVIDE 25 HETZ HOLY
.`
24' MIN. HEIGHT AT PLANTING
i i
r PLANTED AT 4' ON CENTER
'
Ph
154- --B-1
- - ,. PIN 154-
-L-2
- PIN 54-
-762 PIN 54-A-1
4
_._ _ __ PIN 54-A-65A
SCAFFOLD
LICK PARTNERS LLC
*� CDC PROPERTIES
II LLC
U ALAN TAY
OR M M & 0 PARTNER
SHIP
EASTSIDE LLC
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JOB # 0910
November 12, 2009
Permit
Drawings
These Documents -
Schematic Drawings,
Preliminary Drawings, or
Working Drawings, and
Specifications are the
Property of Architecture
Design Concepts,P.C. and
may not be used,
reproduced, or utilized
without the express written
consent of Architecture
Design Concepts, P.C.
REVISIONS:
2-14-os -PER CITY & ODitNiN COf,IA{ENTS
1-04-10 -PER cbuNrr oauMM
1-13-•10 - PER couttFxts
t-26-10 -PER couraY COMM
26-10 - r,fv. SILO altEu a LohM ooac
Q to-p�I��v(y�EEEt�I�>E[x�r(�s�u,R�j�� �LjogatloN
11-7—to —f�Cl• .7LL0 /iYJi 17,V9/IfRI iiYl
utaM & Ii00ON F AT BL11G
-to -PER CITY CUM
12-10 - lIEUtSED tA]ERAlS
20-11 - aooEn aARoltolrsE
30--11 - tooEo QARDIAISE
� PLT H OF
Gr
�U 9
� ALD A. MISLOWSKY,
„a No. 20674 �
AL
SITE
PLAN
C-2
r"a-V
750
745
740
735
730
0+00 0+50
TRUCK LOADING AREA SECTION A -A
VERTICAL SCALE: 1 "=10'
HORIZONTAL SCALE: 1"=5'
1 +00
750
745 - -- -- -
DOCK DEMOLISH EXISTING CONCRETE
ELEV. AS EQUIR � D.
741.17 --�" DAIRY(
I RICK
740------- -RI = ---� RI =737.
2" DAIRY 736.8
BRICK
1_33% -
FILL
735 ---- - -- - -- - _
6" CQNC. DRAIN 00
5.00' 15.00'
730
rn
0+00
ncrete pavement shall be 4,000 psi, 6 inches thick and have a minimum air entrapment of 5% and be
lforced with 6x6 WL4XWL4 WWF to reduce cracking. The WWF should be supported 2 inches above the
tom of the concrete during concrete placement. Sawcut control joints shall have a maximum spacing of 1:
f be cut 1.5 inches deep.
X
J
WALL ' EIGHT=l26
�-6" CONCRETE SLAB
I
E-TAINI -WALL11
�MSEDDPER MEE
iT SIlE4--7-10
A: 0+68.5 ELEV: 735.23
WAI I HFIGH =91"
WALL H;iEIGHT4.7"
X STtN� -CONIC ETE W LL %
I __ CONCR _SUR CE
ITRENCH'DRAIN
I �T
2 .00' ; 18.5,0' - ~- 7.50 REQUIRED
------
7
76' RETAINING WALL
i
: p 0 LO
0+50
TRUCK LOADING AREA RETAINING WALL PROFILE
VERTICAL SCALE: 1 "=10'
HORIZONTAL SCALE: 1 "=5'
PIN 54-A-60A k
R'1'DER TRUCK RENTAL, INC. J
ZONED M2 /
DB. 583 PG. 165
X` X /
o
o�
x l
X X
x x
OVERALL SITE PLAN ___VIEW_
SCALE: 1 "=100'
MAINTAIN_ CROSS-SLOPEE--AT-- -
0.5% TO ENSURE ACCESS -AREA
DRAI
NS;--PROPERLY Dom
- f EX 6'DISCHARGE PIPE TO DAYLIGHT.
_ = ENSURE POSITIVE DRAINAGE FLOW ESTIMATED LIMITS OF FILL
(ESTIMATED)
_ r"}:.
,.r' 735.76 ��' : CANOPY OVER TANKER
EX. ISLAND TO BE REMOVED 654'
SEE ARCHITECT'S PLANS
FOR DETAILS.
x
A
.. -
? 735 65, ..
vCz
' 7-
73 . ,z-
DRAIN RIM=7 2O TR pRAI{� 7 PROVIDE POSITIVE DRAINAGE FLOW
■ _ 6 RIM 736.44�-----
o q 736.25 AROUND TRUCK LOADING AREA FILL
e ON P
FILL AGAINST EX. WALL
6' BOLLARD
FILL EQUIRED AGAINST
, BLp WAIL. WATERPROOF v I
i 73
Y. 6. ;�--,.
CESSAR=-- ILO _ ._._.
EXISTING 'CONCRETE TO BE
WED AS REQUIRED
sleamlines cmm Fk 2' CC;4 M '
,.
EXISTING TANKS AND EN OSU jL WCUT EldStING BRIDGE ENSURE
/ i.b�'- GP 4'E�
TO BE REMOVED. � - ADEQI;iAcff SUPPORT FOR STRUCTU
EXIST.
y BOLLA D r
AGAINST BiDG. WALL L r -
c
7 EXIST. I
:,Nns 737.40 73s.5o , tBOLLARD
0
II 2A1EL
FILL MAY BE REQUIRED AGAINST "rs SI 0 731737.50
8 2 :,,
WALL WATER -PROOF AS ■ + L
NECESSARY ONc PAD I CUT EX. ROOF DR N I
! 377 PIK TO DAYLIGHT AT I
1 - GR01N{X LEVFl.
738 25 FAD o (21s' C")
- -------------1----- p
PROPOSED ACCESS 73s.00 D EX. `TRANSFORMER
■ HALLWAY_ PAD I
i
DETAIL -TRUCK ACCESS RAMP AREA
SCALE: 1 "=20'
750
745
740
730
RAISE ROOF DRAIN WALL
LLL PENETRATION AS NEEDED. INVERT AT
n n ' I; WALL PENETRATIQN = +0.20
uu�__-!
r� TIE EXISTINGI DRAIN f PROP. TEE
_ TO PROPOSED
DRAIN,17
iiPROP. 45' ELBOW (TYP. OF 4) ' CONTRACTOR TO ENSURE L j RELATIVE ELEVATION 0.10
MINIMUM SLOPE ON ALL
=
j - EXIST. PROPOSED'PIPES (1/16"
I TANK PER FOOT)`
{ PUMPO
9 ;
PROP. 6" ROOF i E L` E PROP. �qy %?-�
•O,
DRAIN EXTENSION C" AFC 0O,y /r ,
PROPOSED
EX. TRENCH DRAIN �EXe ti<
EFF0JW1
-IN TRENCH DRA N SAMPLING
RELATIVE ELEVATI N STATI% DESIGN BASED ON
f .00 ASSUMED ELEVATIONS.
PUP ----- INTENT --I-S TO -PROVIDE
.' POSITIVE DRAINAGE FROM
OUND DIRT TO PROM E EX. TRENCH DRAIN TO
IN. 6" COVER ON PI a EXISTING ROOF DRAINS.
OPSOIL, SEED AND M LCH. O
ROOF DRAIN DETAIL AT BUILDING FRONT
Prune codominant leaders
Prune rubbing or -�
cross branches
DO NOT prune terminal
leader or branch tips
1
DO NOT stake or wrap -
trunk unless necessary
Remove all tags and labels
Cut away all balling ropes
Remove top of wire basket
Widen and score hole wall = = _
as �:`=�
Remove container and cut circling Leave solid soil pedestal - do
roots if container -grown, or as much not dig deeper than ball depth
burlap as possible 4 field grown
SCALE: 1 "=10'
ESTIMATED LIMITS OF FILL
II (ESTIMATED)
I i
t :•:::._ = . 6 , RU MING WALL LENGTH
r REVISED PER MEETING
{
LEGEND AT SITE 4-7-10.
CONTRACTOR TO USE A HOE RAM TO
GRADING OF TRUCK LADING
PROVIDE HOLES IN THE EXISTING /
CONCRETE PAD FOR DRAINAGE OF THE T --
AREA TO MAINTAIN POSITIVE
NEW AGGREGATE LAYER. HOLES SHALL DRAINAGE FLOW TO PE WEST.
BE 4" MINIMUM DIAMETER AND SPACED -
ON A MIN. 3 FT. GRID.'- O END WALL TO AVOID
' PROPOSED RETAINING WALL , ..
- •= I . STEAM AND GAS LINES
SEE STRUCTURAL PLANS 1
ESTIMATED LIMITS OF FILL --- + WALL HGHT.= 21" FOR WALL DETAILS.
61. t . e / . 734.4�Q,' 734.27 ' GE OF CC11CHFIL
() '
t
1734.s O ,u, , s �DC,I< CANOPY OVER TANKER
PROPOSED CANOPY OVER TANKER X SEE ARCHITECT'S PLANS
=- FOR DETAILS. _
• I
EXIST. 1' DI 4 I 734.a.' 7 WALL HGHT : 26.00"
__-- SLEEVE WALL AS QUIRED FOR
BOLLARD r '� -DRAIN INSTALLATON. PLACE
r INVERT AT EX. GIR4E ELEV.
aH°0 EXIST. IA - ESTIMATED AT 735.85'
ALL FILL MATERIAL TO BE VDOT 21 B BOLLARD-
9:._.
OR APPROVED SELECT MATERIAL. --- ENcXI POWER POLE
----
AN
95% COMPACTION AT OPTIMUM L-' RIM=737.00 r (,c 1,71I f r35.= #-
MOISTURE REQUIRED AT LOADING POWER uN ELEVATION ,�: ,- 4 BOLLARDS REQUIRED
t;
c7 + 735.
DOCK AREAS. CCAN�'H c FT. 735,
- I _ -
�,� D I
736. �35. 735.9L� 735.93 7X09 735.90
EX.'TRANSFORMER �I 'ids. �' DRAIN RIM=736.80-
PAD I
736,72
MINOR FILL AY BE REQUIR ?,��7s
IN THIS AR TO ENSURE 741.1 741.17 741.19 741.16 I -
PROPER D AGE. fff E D FFE D FF D-----------------
«� -
I PROPOSED
n, r: PUMP ROOM
DETAIL -TRUCK LOADING_ DOCK AREA
SCALE: 1 "=20'
Dig hole 2-3 times root ball width
TREE PLANTER DETAIL
roo scde
Prune narrow crotch angles
and water spouts
Prune broken branches
Prune suckers
2"-3' mulch kept away from trunk
Soil well to contain water
-UNAMENDED backfill soil
--Partially backfill, water to
settle sal, finish backfilling
-Area for water drainage
STONE CONST. F)b UCTION ENTRANCE
70' MIN.
FILTER CLOTH- 6" MIN. I Al
SIDE ELEVATION
GROUND
70' MIN.
B WASHRACK
I f (OPTIONAL)
' 12' MIN.
L- VDOT M1 I I POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
+ MUST EXTEND FULL WIDTH
OF OPERATION
AND EGRESS PLAN VIEW
FILTER CLOTH
REINFORCED CONCRETE
4Q 1P 0TTnAT A - A
SECTION B-B
SOURCE: ADAPTED from 1983 Maryland Sta>zdards for Soil ffom and Sedi� CaNml and Va. DSWC
6'° 6" 6"
V-6"
EXISTING
PAVEMENT
5:1
�TABLE
(OPTIONAL)
T
0
DRAIN SPACE
ROUNDED CONCRETE TOP
PAINTED YELLOW
6"0 STEEL POST
FILLED WITH CONCRETE
AND PAINTED YELLOW
GRADE
1'-6" b CONCRETE BASE
STANDARD CONCRETE
BRICK
PROTECTIVE 6" BOLLARD DETAIL
NOT TO SCALE
Plate 3.02
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JOB # 0910
November 12, 2009
Permit
Drawings
These Documents -
Schematic Drawings,
Preliminary Drawings, or
Working Drawings, and
Specifications are the
Property of Architecture
Design Concepts,P.C. and
may not be used,
reproduced, or utilized
without the express written
consent of Architecture
Design Concepts, P.C.
REVISIONS:
11-23-09 - PLAN REVISION -ADDENDUM #2
12-14-09 - PER CITY 8 COUNTY COMMENTS
4-28-10 - REV. SILO AREAS 8 LOADING DOCK
6-13AO - REV. DOCKS AND SILO AREA GRADING.
REV. UTILITIES & ROOF DRAIN AT BLDG FRONI
14.10 - ADDED SPOT ELEV.S & REV BRIDGE NOTE
ON 'DETAIL -TRUCK ACCESS RAMP AREA'
6.17-10 - REV. GRADES AT REAR LOADING DOCK AREA
REV. `TRUCK LOADING AREA SECTION AW
1 y H 0i,
try
9
ALD A. MISLOWSKY, JR.
d N0.20674 c�
�� � • ' 0
G
SS70NAL
DETAIL
SHEET
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
• ""ME THE TPD" BOTTOM IS ROLE(, TT SHALL •E DrAVATED
TO A MOMM Or B•• BELOW THE BOTTOM OF THE PIPE
AND BACXFI LED WITH BEDOM MAIEF AL
FREE OF ROOM DEBW & STONES
" WHERE WOMADE IS LhCUALE, PIPE Stall BE BEDDED
ON A MPNU M Of B" BEDOM MATERIAL
• BACHFTLL TO BE PLACED M TY' LETS AHD COMPACTED
TO 90% OF MAJXIMW DRY OCKM
FtEPtlC£ SURFACE IN MHO
BACK F><l. MAY BE pfCAYA1FD
IREHCFT MATFRI6L EXL�PT MOlY.Y
AND OFrAW SLTS&CLAYS
/
- .
_-�-_'t ::-.• .: -
�Z�e.
FM OF HOOTS. OEM & STONES
i `;`-` - s :.,, •I+� :_ � ,�
5._ t :;
LARGER THAN 3••DWIETER
_ s •may u. •
.1 •" .� fy ti-y z?
"4 g.5
.a -
_
I
_ — —
_
_
EXTEND TRENCH DRAIN TO DAYLIGHT. `_
- •��x PIT PUMPS TO \\ PROVIDE CONCRETE SUPPORT.
1 / r•
1 �`6— FLOOR DRIUN TO PIT #1
exit
vvv I
1 I I 19 L \
J� 1
�/ , , ., �T WL SPACE-
- I
�� ( � I — ��.-- L IP TO OOR DRAINit
I -- - I
TO PIT #I—
'7T 4- 1 [� T-1 IPUMP IS N NG
I.Mj
i
STANDARD STANDARD BEDDING DETAIL DATE: 2/09
DETAIL NO. OUTSIDE TRAFFIC AREAS (PVC OR DIP)
WS - 1 SCALE: NONE
CITY OF WINCHESTER, VA CISM o STACK —TEE \�
DEPARTMENT OF PUBLIC UTILITIES �1OW �t i
SDR26 COMB. WE 1
wrx eFND 1
SIDEWALK OR PAVERS
CLEAN OUT FRAME AND COVER:
CAPITOL FOUNDRY MODEL B-1140
CAST IRON CLEAN OUT CAP
W/BRASS PLUG BY PMELLA
UNDERNFATTI
TRAFFIC AREA CLEAN OUT
CAST IRON CLEAN OUT CAP
W/BRASS PLUG
PANELLA MODEL. PA4SV—CSK (4')
PANELLA MODEL PA6SV—CSK (61
i7
GRASS AREA CLEAN OUT
STANDARD STANDARD SANITARY DATE: 2/09
DETAIL NO. LATERAL CONNECTION
SS-5 I SCALE: NONE
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
VDOT CL
PLACE M
COMPACT
MAXIMUM
PlAlkIKA
• WHERE THE TRENCH BOTTOM IS ROCK, D
SHALL BE EXCAVATED TO A MINIMUM OF 8"
BELOW THE BOTTOM OF THE PIPE AND
BACKFIL ED WITH BEDDING MATERIAL FREE OF
ROOTS, DEBR6 a STONES
• WHERE SUBGRADE IS UNSTABLE, PIPE SHALL
BE BEDDED ON A MINIMUM OF 8" BEDDING
MATERIAL
1/2- BITUMINOUS
RFACE LAYER
BITUMINOUS BASE
STANDARD STANDARD BEDDING DETAIL DATE: 2/09
DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP)
WS-2
ITa
a g P
SEWER LATERAL TO BE TERMINATED AT THE
MANHOLE AND REMOVED. THE EXISTING
INVERT SHALL BE PLUGGED WITH 2O00 PSI
NON SHRINK GROUT.
SS M.H.,f
-7FF /lA A -rr—n
I9R4PH/CSCALE
20 10 0 20 40
i
( IN FEET
1 inch = 20 ft.
h
}
i
EX. SIDEWALK
MY�310MA
000-0
LL
•ICU
1
•
JOB # 0910
November 12, 2009
Permit
Drawings
These Documents -
Schematic Drawings,
Preliminary Drawings, or
Working Drawings, and
Specifications are the
Property of Architecture
Design Concepts,P.C. and
may not be used,
reproduced, or utilized
without the express written
consent of Architecture
Design Concepts, P.C.
REVISIONS:
5/5/10-REV. SAMPLING STATION
7 JUN 10-REVISED EFFLUENT PIPING
7 JUN 10-ADDED R.O. UNIT
9 JUN 10-PER CITY COMMENTS
14 JUN 10-REV. STORM SEWER AT
BUILDING FRONT
29 July 10-REV FORCEMAIN LATERAL
12 Aug 10-REVISED LATERALS
3-T H OF
`RCN-ALD A. MISLOWSKY, JR.
� No.20674
too,��.�c� ww
OOirr DRAINI
PLAN I
CrID
GENERAL CONSTRUCTION ®TES:
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND
PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETE INSTALLATION OF
THE UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS
NECESSARY FOR THE COMPLETE FACILITY, READY FOR USE. UNLESS OTHERWISE
NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE
STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION, THE CITY OF WINCHESTER PUBLIC UTILITIES AND PUBLIC WORKS
DEPT. AND THE CONTRACT DOCUMENTS.
2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER,
SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN
THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE
THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY
COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-552-7001.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL
DIMENSIONS, ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY
EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. THE CITY PUBLIC WORKS DEPT.
OR THE ENGINEER WILL APPROVE ALL CUT SHEETS.
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE
WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR
THE OWNER.
5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK
PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY.
6. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED FOR THIS WORK
AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED.
7. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION
SHALL BE PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND
MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A
GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISKED LEVELED
AND SEEDED TO ACHIEVE LAWN CONDITIONS.
8. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS
AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE
CITY OF WINCHESTER. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND
ARRANGE FOR INSPECTION AS NECESSARY. EXACT LOCATIONS FOR WATER AND SEWER
SERVICES TO BE DIRECTED BY THE CITY OF IMNCHESTER INSPECTOR IN THE FIELD.
CONTRACTOR TO PROVIDE ASSISTANCE AS THE INSPECTOR MAY REQUIRE.
8A. CONTRACTOR SHALL PROVIDE THE PUBLIC UTIL1 TIES DEPT. 24 HOUR N077CE
PRIOR TO TAPPING EXISTING WATER MAINS.
8B. PROPOSED WATER MAINS WILL REQUIRE TESTING IN ACCORDANCE WITH PUBLIC
UTILITY SPECIFICATIONS. THE CONTRACTOR SHALL SCHEDULE THESE TESTS AND
PROVIDE ASSISTANCE AS NECESSARY.
8C. SHOULD MAINTENANCE OF WATER OR SEWER LINES WITHIN EXISTING EASEMENTS
REQUIRE DISTURBANCE OF PROPOSED IMPROVEMENTS, THE OWNER 1S RESPONSIBLE
FOR REPAIR OF THOSE ITEMS.
9. TEMPORARY TERMINATION OF SEWER LINES SHALL BE PLUGGED WATERTIGHT. THE
END OF THE LINE SHALL BE MARKED WITH A TREATED 2 INCH X 4 INCH POST
EXTENDING AT LEAST 18 INCHES ABOVE THE GROUND. THE TOP 6 INCHES SHALL
BE PAINTED GREEN, AND THE CUT DEPTH TO THE LINE INVERT SHALL BE SHOWN.
10. DESIGN FEATURES RELA 71NG TO CONSTRUCTION OR TO REGULATION, CONTROL AND
SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE
CITY OF WINCHESTER.
11. AFTER REMOVAL OF ALL TOPSOIL, THE SUBGRADE SHOULD BE PROOFROLLED WITH APPROVED
CONSTRUCTION EQUIPMENT PRIOR TO FILL REPLACEMENT ALL SUBGRADE AREAS SHALL
BE STABLE PRIOR TO FILL PLACEMENT. ALL FILL AND BASE MATERIAL SHALL BE
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY
ASTM D 698 (STANDARD PROCTOR). LANDSCAPED AREAS SHALL BE COMPACTED TO
90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE SAME STANDARD.
COMPACTION TESTING SHALL BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER
REGISTERED IN THE COMMONWEALTH OF VIRGINIA OR A QUALIFIED REPRESENTATIVE
UNDER DIRECT SUPERVISION OF THE ENGINEER.
12. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. TEMPORARY
S7REET SIGNS MUST BE POSTED AS CONSTRUCTION BEGINS. ACCESS TO FIRE
HYDRANTS IS NOT TO BE IMPEDED AT ANY TIME BY CONSTRUCTION MATERIALS, PARKED
CARS ETC..
13. MANHOLE RIMS, VALVE BOXES, ETC. TO BE ADJUSTED TO MATCH PROPOSED ELEVATIONS
SHOWN IN THESE PLANS.
14. IF BLASTING IS REQUIRED THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE
NECESSARY FIRE DEPARTMENT PERMITS.
15. THIS PROJECT ENTAILS CONSTRUCTION OVER AND IN CLOSE PROXIMITY TO EXISTING
GAS MAIN. THE CONTRACTOR WILL NOTIFY SHENANDOAH GAS COMPANY (PHONE NO.
869-1111) BEFORE EXCAVATING NEAR THIS GAS MAIN.
16. TV INSPECTION OF ALL PLASTIC PIPE MUST BE PERFORMED PRIOR TO SITE
ACCEPTANCE BY CITY OF WWNCHESTER.
EROSiON AND SEDIMENT CONTROLNOTES:
1. All work shall conform to the standards and specifications and other
criteria adopted by the City of Winchester unless a variance has been
granted in writing.
2. No work shall commence on site until a Land Disturbance Permit is
issued by the City of Winchester.
3. The Land Disturbance Permit must be kept on site at all times and shown
on request.
4. A copy of approved Erosion and Sediment Control Plan must be kept on site
at all times and shown on request.
5. If the contractor fails to produce the Land Disturbance Permit and the
approved Erosion and Sediment Control Plan, a Stop Work Order will be
placed on job until such time that the Permit and the Plan are secured
on the job site.
6. The City must be notified when the work commences and when the project
is completed.
7. Other work (grading, excavating, construction) on the project shall not
commence until the appropriate erosion and sediment controls are in
place as specified on the plan.
8. Contactor is responsible for any and all damages to any other conservation
measures already in place as a result of work covered by this permit.
9. Contractor shall maintain the conservation measures in satisfactory
operating condition until final, permanent stabilization is achieved.
10. Contractor shall submit a monthly monitor report to the City indicating
the condition of the erosion and sediment controls and any corrective
actions taken during the reporting period. The report shall run on the
calendar month and must be recieved no later than the 5th day of the
following month. Copies of the report form may be obtained at the
address below.
11. All denuded areas on site shall be stabilized within 7 days of final
grading with permanent vegatation or a protective ground cover suitable
for the time of the year.
12. All denuded areas that may not be at final grade but will remain dormant
for longer than 30 days must recieve temporary soil stabilization.
13. Permanent stabilization must be applied to all denuded areas that are
to be left dormant for more than one year.
14. The Land Disturbance Permit may be revoked, should the City determine
that the project is not in compliance with the conditions of the
approved plan.
15. All questions regarding Erosion and Sediment Contol must be directed
to,
City of Winchester, Virginia
Department of Public Utilities, Engineering Division
15 North Cameron Street
Winchester, Virginia 22601
(540)-667-1815
Mtn
H'h
SUNS,,"INE
11 ,
ti
IMI
FM0"':: U E
WiNk.;riESTO"H
'J*0'_ff L MERE -M
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE CITY OF WINCHESTER ZONING ORDINANCE.
2.ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
3,ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO 1996
VIRGINIA STATEWIDE BUILDING CODE, 1996 BOCA CHAPTER 11 AND
1992 ANSI A117.1.
4.A 3 FT. CLEARANCE IS REQUIRED FROM FACE OF CURB TO ANY SITE
FEATURE WHICH IS MORE THAN 6 INCHES ABOVE OR BELOW THE GRADE
OF ADJACENT OFF STREET PARKING.
5.ALL FIRE LANES TO BE MARKED AND POSTED PER CITY OF WINCHESTER
FIRE DEPARTMENT REQUIREMENTS.
6.ALL UTILITIES TO BE PLACED UNDERGROUND
7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
&HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
9.ALL LANDSCAPING REQUIRED TO MEET THE REQUIREMENTS OF ORDINANCE SECT.
19-5-6.4 SHALL BE MAINTAINED IN GOOD CONDITION AND IF DAMAGED, REPLACED
IN ACCORDANCE WITH ORDINANCE SECT. 19-5-6.4J.
10.TRASH REMOVAL IS TO BE PROVIDED BY PRIVATE CONTRACTOR.
A DUMPSTER IS REQUIRED.
SCALE:ViCiNiTYMAP
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PREPARED BY:
m in
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LOCAL UTILITIES
CITY OF WINCHESTER DEPT. OF PUBLIC UTILITIES
ROUSS CITY HALL
15 NORTH CAMERON ST.
WINCHESTER, VIRGINIA
22601
(540) 667-1815
P.O.C. KELLY HENSHAW, P.E.
ALLEGHENY POWER
3463 VALLEY PIKE
WINCHESTER, VIRGINIA
22604
(540) 722-5852
P.O.C. CINDY LAING
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA
22602
(540) 665-3156
P.O.C. LARRY WILLINGHAM
ADELPHIA CABLE
195 RAINVILLE RD.
WINCHESTER, VIRGINIA
22602-4802
(540) 667-0364
P.O.C. BRETT LILES
SHENANDOAH GAS
P. 0. BOX 2400
WINCHESTER, VIRGINIA
22604
(540) 869-1111
P.O.C. TIM HOCKMAN
SUNSHINE'S PRIDE
1100 FRANKLIN AVENUE, SUITE 205
GARDEN CITY, NEW YORK 11530
PH. 516 - 932-5756
ARKI NG
NO PARKING IMPROVEMENTS ARE
PROPOSED AS PART OF THIS
PROJECT ONLY EXISTING
PARKING AREAS WILL BE UTILIZED.
NO WORK ON ROAD RIGHTS -OF -WAY
IS PROPOSED BY THIS USE.
EXISTING ENTRANCES ARE TO
REMAIN.
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
1 17 East Piccadilly Street
+ Winchester, VA 22601
T 540.667.2139
F 540.655.0493
C- 1 Cl VI L CO VER SHEE T
C-2 SI TE PLAN
C-3 DETAILS
C-4 FLOOR DRAIN PLAN
PROJECT S (JMMAR Y
TAX IDENTIFICATION NUMBER ....................
134-1-J-1A (City of Winchester)
...... ...
54-A-60 (Fred. Co.)
EXISTING PARCEL AREA ........................
8.3637 Acres
DEVELOPED PARCEL AREA ......................
5.16 acres
ZONING....................................
M-2
ADDRESS . . ... . . . ... . . . ......... . . . ... . . .
. . 801 North Kent Street
CURRENT USE ............................
. INDUSTRIAL/MANUFACTURING/STORAGE
PROPOSED USE .............................
INDUSTRIAL/MANUFACTURING/STORAGE
DISTURBED AREA ................ ...........
.21 ACRE
EXISTING FLOOR AREA .........................
87,800 SQ. FT.
PROPOSED FLOOR AREA ....... .. • .. - .:.......
87,940 SO., FT.
ALLOWED FAR ..............................
1.0
PROPOSED FAR .............................
0.24
LANDSCAPED AREA REQUIRED . ............ . ....
15% (1.25 ACRES)
LANDSCAPE AREA PROVIDED ....................
1.64 ACRES-19.6% (EXISTING)
BUILDING AD
140 S.F. BUILDING ADDITION
4 SILOS
SlEffla REQUIRBIENTS
REQ D CITY
REQ'D COUNTY PROVIDED
FRONT (KENT STREET) 50'
75' 23'+
SIDE 15'
25' 62'+
REAR 0'
25' 17'
PARKING SETBACK 10'
5' 12'+
BUILDING HEIGHT 75' MAX.
60' MAX. 35' MAX.
PAM B ai Ei�li'S
SPACES
EMPLOYEES ON MAX. SHIFT ................................
65
EMPLOYEE PARKING REQUIRED ............ ' .. ' .........
' ' ... 97.5 (1.5 SP/EMPLOYEE ON MAX. SHIFT)
OFFICE SPACE .........................................
900 S.F.
OFFICE SPACES REQ'D. AT 1/300 S.F..................
' . ' ..... 3 SPACES
TOTAL STD. SPACES REQUIRED ° ......................
. .... • .. 100.5
TOTAL STD. SPACES PROVIDED .. . . ...........................
105
NO COMPANY VEHICLES STORED ON SITE
LOADING SPACES REQUIRED . .................'.............
3
LOADING SPACES PROVIDED .................................
9
REQUIRED HANDICAP SPACES ................................
5
PROVIDED HANDICAP SPACES ..................
............. 5
TOTAL SPACES PROVIDED ...................................
110
PARKING SHALL COMPLY WITH ICC/ANSI Al 17.1-03
ACCESSIBLE AND USABLE
BUILDINGS AND FACILITIES.
NO ENVIRONMENTAL FEATURES SUCH AS STREAMS, FLOOD PLAINS, LAKES, PONDS,
WETLANDS,NATURAL STORMWATER DETENTION AREAS, STEEP SLOPES OR WOODLANDS EXIST ON
THIS SITE.
NO EXISTING TREES TO BE DISTURBED.
NO NEW PARKING LOT LIGHTING IS PROPOSED.
THE NEW USE PROPOSES NO NEW IMPERVIOUS
AREA
DISTURBED AREA = 0.21 ACRE
CITY OF WINCHESTER REQUIRES AN EROSION CONTROL PLAN.
LANESME
Fire Lane markings and signage is required at all fire hydrants, fire department
connections, curbing not delineated as parking, and all normal and emergency
access points to the structure. The contractor shall coordinate with the Fire
Marshall to ensure these requirements are satisfied.
Approved by Frederick County Zoning Administrator
_Jb
Site Plan Approval Valid for 5 Years from Date Shown Hence Date
APPROVING AUTHORITY (CITY OF WINCHESTER)
DIRECTOR OF PLANNING' DA TE
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November 12, 2009
Permit
Drawings
These Documents -
Schematic Drawings,
Preliminary Drawings, or
Working Drawings, and
Specifications are the
Property of Architecture
Design Concepts,P.C. and
may not be used,
reproduced, or utilized
without the express written
consent of Architecture
Design Concepts, P.C.
REVISIONS:
2-14-09 - PER CR & COUMY COMMEMS
1-13-10 - PER COUNTY COMMENTS
ki-24-10 - AIMED SHEET C4
pAj H pF
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D A. MTSLOWSK JR.
No.20674
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GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment ES-6: The contractor is responsible for installation of any additional erosion control
control practices will be constructed and maintained according to minimum measures necessary to prevent erosion and sedimentation as determined by the
standards and specifications of the Virginia Erosion and Sediment Control plan approving authority.
Handbook and Virginia Regulations (4VAC50-30) Erosion and Sediment Control NOTE:
Regulations, ES-7: All disturbed areas are to drain to approved sediment control measures at all times NO LIGHTING, SIGNAGE OR DUMPSTERS ARE TO BE
during land disturbing activities and during site development until final CONSTRUCTED IN FREDERICK COUNTY
ES-2: The plan approving outhority must be notified one week prior to the pre- stabilization is achieved.
construction conference, one week prior to the commencement of land disturbing
activity, and one week prior to the final inspection, ES-8: During dewatering operations, water will be pumped into an approved filtering
device.
ES-3: All erosion and sediment control measures are to be placed prior to or as the first
step in clearing. ES-9: The contractor shall inspect all erosion control measures periodically and after
each runoff -producing rainfall event. Any necessary repairs or cleanup to
ES-4: A copy of the approved erosion and sediment control plan shall be maintained on maintain the effectiveness of the erosion control ",devices shall be made
`
the site at all times. immediately.
' ES-5: Prior to commencing land disturbing activities in areas other than indicated on
these plans (including, but not hmlted to, off- site borrow or waste areas), the __ _ - - - - - - -• - -. _ _ _._ _
nta-erosio-tom control plan to the owner for
contractor shall submit a supple ry p -
review and approval by the plan approving authority,
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- �, _. CANOPY HEIGHT--17 5 FT '
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ADING NG AREA
SEE STRUCTURAL � S _ PLAN � COUNTY;��ORDINANf.`�- -REQUIREMENTS. AS THE PROPOSED _USE DOES NOT
FOR WALL DETAILS. i9. - -
�, , .REQUIRE AN EXPANSION_- THE -PARKING NORM AN -ADDITIONAL-EN1�2ANCE,
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{ _ _- AMP REQUIRED ON,
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TRUCK ACCESS R � U SEEK A SITE PLAN REVISION, ANY FUTURE APPROVALS FROM FREDERICK -"--
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COUNTY, FOR THIS SITE, WILL REQUIRE UPGRADES TO THE PARKING AND
- � � �` � ��� , �� .,.. �. _ I SEE-S1�EET C--_ � � � �.,
."t STLo 2�-MAX, H ROADWAY FRONTAGE TO BRING THOSE AREAS INTQ' CONFORMANCE WITH THQ"
CANOPY OVER TANKER ORDINANCE REQUIREMENTS.
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EXIST. EXISTING STORM LATERAL UPSTREAM LANDSCAPING. SEE EXIST. — EXIST. •
56 R. W. SS M.H. OF EXISTING SEWER CONNECTION TO SS M.H. ' UNENCLOSED PORCH. SEE ARCHITECT'S SS M.N.
ARCHITECT'S PLANS FOR FINAL PLANS FOR FINAL DESIGN AND DETAILS.
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Permit
Drawings
These Documents -
Schematic Drawings,
Preliminary Drawings, or
Working Drawings, and
Specifications are the
Property e�{�� of Architecture
Design Concepts,P.C. and
may not be used,
reproduced, or utilized
without the express written
consent of Architecture
Design Concepts, P.C.
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REVISIONS:
2-14-49 -PER CITY do COUNTY COFfYFMS
1-04-10 -PER COUNTY curs
1-13-10 -PER COUNTY IXM,tMENiS
t-zs-to -PER COUNTY COMMENTS
zs-ta - REV. SILO AM & LOADNG ooac
tO - REY. F.}TTWIT STATION LOCATION
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745
740
735
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750 750
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ncrete pavement shall be 4,O}0 psi, 6 inches thick and have a minimum air entrapment of 5% and be
iforced with 6x6 WL4XWL4 WWF to reduce cracking. The WWF should be supported 2 inches above the
tom of the concrete during concrete placement. Sawcut control joints shall have a maximum spacing of 1'
J be cut 1.5 inches deep.
0+50
TRUCK LOADING AREA RETAINING WALL PROFILE
VERTICAL SCALE: 1 "=10'
HORIZONTAL SCALE: 1 "=5'
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FOR DETAILS.
tit7 735 65 _ .rJ7� 735 39
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n hk - laFlcl. ____-.
FILL MAY BE REQUIRED AGAINST 73s as "` - SI 0 7
WALL WATER -PROOF AS ■ i
'�'_..._ L__�
NECESSARY _ r ekfiil CUT EX. ROOF DR N s
ONC
rrt i PIPE T4 QAYLIGH AT
1 - t GR ND LEVEL
■ i" - = _.,._._ 37. v c PIPE iucx
738 25 PAD o (21: ' a-Eae)
L------------------t ----
PROPOSED ACCESS 173&00 D EX. TRA SFORMER
® HALLWAY _.:� PAD
DETAIL -TRUCK ACCESS RAMP AREA
SCALE: 1 "=20'
750
745
740
735
730
- _
RAISE ROOF DRAIN WALL
n - `i i PENETRATION AS NEEDED. INVERT AT
n n
WALL PENETRATION = +0.20
C:LF
TIE EXISTING DRAIN ` �''►�✓ PROP. TEE
TO PROPOSED
DRAIN I
l 3� r PROP. 45' ELBOW. (TYP. OF 4) CONTRACTOR TO ENSURE r � ~ `a�``�
RELATIVE ELEVAT4N = 0.10 f MINIMUM SLOPE ON ALL
EXIST. PROPOSED PIPES (1 /16"
I TANK PER FOOT)
PUMPQ /Q
i
PROP. 6" ROOF E EPRQP.
DRAIN EXTENSION N �F� spy jf
EX. TRENCH DRAIN _PR_OPOS_E_D
' EFFLTT`
-- -'
,.IN TRENCH DRA N
SAMPLING
R L_ATIVE ELEVATION STATI01� DESIGN BASED ON
t .00 ASSUMED ELEVATIONS.
PU RO-_ __. _ INTENT -IS Ta--PROVIDE - -
POSITIVE DRAINAGE FROM
OUND DIRT TO PROM E EX. TRENCH DRAIN TO
IN. 6" COVER ON PIF E. ❑ EXISTING ROOF DRAINS.
OPSOIL, SEED AND M LCH.
Prune codominant leaders
Prune rubbing or ---
cross branches
DO NOT stake or wrap
trunk unless necessary
Remove all tags and labels
Cut away all balling ropes
Remove top of wire basket --
DO NOT prune terminal
leader or branch tips
� s
Prune narrow crotch angles
and water spouts
Prune broken branches
Prune suckers
2"-3" mulch kept away from trunk
Soil well to contain water
NAMENDED backfill soil
Widen and score hole wall X) artially backfill, water to
.�. ;y. settle soil, finish bockfaling
Area for water drainage
Remove container and cut c+rcling Leave solid soil pedestal - do
roots if contoiner-grown, or as much not dig deeper than ball depth
burlap as possible if field grown
Dig hole 2-3 times root ball width
TREE PLANTER DETAIL
I
ROOF DRAIN DETAIL AT BUILDING FRONT
SCALE: 1 "=10'
ESTIMATED LIMITS OF FILL _
(ESTIMATED) (�
t P
RETA LNG WALL LENGTH
REVISED PER MEETING
LEGEND
AT SITE 4-7-10.
CONTRACTOR TO USE A HOE RAM TO
PROVIDE HOLES IN THE EXISTING `. ` ':- • `•= GRADING OF TRUCK LADING --
',• _`: ;a?._ Q� . AREA TO MAINTAIN POSITIVE
C� CONCRETE PAD FOR DRAINAGE OF THE
NEW AGGREGATE LAYER. HOLES SHALL r , ' " _' i DRAINAGE FLOW TO E WEST.
BE 4" MINIMUM DIAMETER AND SPACED
ON A MIN. 3 FT. GRID. ° :=
-{
SSTEAM AND GAS UNES PROPOSED RETAINING WALL
SEE STRUCTURAL PLANS
' ESTIMATED LIMITS OF FILL - WALL HGIIIT.= 21" FOR WALL DETAILS.
r.
27 ^E OFCO 7_ 1 -
CANOPY OVER TANKER
PROPOSED CANOPY OVER TANKER - - .._.._ _ ._. h ARCHITECT'S PLANS
SEE
_ : ,•P FOR DETAILS. -
-_I
" WALL AS 1RED FORHGHT 26.Q0EXIST. 1' I SLEEVE
_ BOLLA D - " DRAIN INSTALLATION.PLACE
r- )
EXIST. IJ 7 - INVERT AT EX. ,ELEV.
ALL FILL MATERIAL TO BE VDOT 21 B �- BOLLARD ' ' - - ESTIMATED AT 735.a5`'
1 .
OR APPROVED SELECT MATERIAL. `� �- - --) 9 ``=�r �' EXIST. POWER POLE
v. A,...,W.. TRENCH `DRAIN �!
■
, I
, WHO
I
mollitlIZEM
' 1
��'100
�I•.
owlr
t•
' ,.
•
y
. � • III
:4
�/'�I.I1.r
� '
►.�J Oral
x 7XQ7 I PROPOSED -
FFE
PUMP ROOM
a.0 t
DETAIL -TRUCK LOADING DOCK AREA
SCALE: 1 "= 20'
STONE CONSTRUCTION ENTRANCE
GROUND
12' MIN,'
70' MIN.
B VASHRACK
I F_ (OPTIONAL)
Z- VDDT #1 I <� POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
I TRAPPING DEVICE
4 MUST EXTEND FULL WIDTH
OOF
PERATION AND EGRESS PLAN VIEW
SECTION A -A
REI"F unur-lr L.L"RL nr. 1 G URHL7 Jf HI.0
10'
EXISTING
PAVEMENT
5:1
�
Mi]UN�TABLE BERM
(OPTIONAL)
T
10' MIN,
EXISTING
PAVEMENT
10' MIN.
SECTION B-B
SOURCE ADAPTIDfram 1983 MarylandStaMardsfar Soil erosion aadSedime-01Contral,and VaDSWC
6" 6" 1 6"
1-6
Plate 3.a
PAINTED ROUNDED CONCRETE TOP
PAINTED YELLOW
6"0 STEEL POST
ALLED WITH CONCRETE
AND PAINTED YELLOW
GRADE
1'-6" 0 CONCRETE BASE
STANDARD CONCRETE
BRICK
PROTECTIVE 6" BOLLARD DETAIL
NOT TO SCALE
i
OR
lip
r
Q'
;.
0°
psi
JOB # 0910
November 12, 2009
Permit
Drawings JI
These Documents -
Schematic Drawings,
Preliminary Drawings, or
Working Drawings, and
Specifications are the
Property of Architecture
Design Concepts,P.C. and
may not be used,
reproduced, or utilized
without the express written
consent of Architecture
Design Concepts, P-C.
Lr�
ALD A. MISLOWSKY, JR.
No.20674
?o0
'ION
Al
DETAIL
SHEET
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
BACK FILL MAY BE F WATEO
nw4H MATERW EXCEPT HIGHLY
• WFGRE TW TRDCH BOTTOM 6 ROCK it SNALL BE EMWATED
TO A kfiNIAN OF a' BELOW THE BOTTOM OF THE PPE
AND ETAc*XLED Wft BEOOPIO MAIERML
FREE OF ROOTS, DaM @ STONES
. vmM SLA)MAOE IS UNSTABLE. PPE SPALL BE BEDDED
ON A M!{MFM OF a" BEOTTM YATEMAL
• BACKFRL TO BE P4A.CM M Ir LIFTS AND COMPACTED
TO 90% OF MAXMW DRY DENSaY
REP ACE !RWACE IN KW
ANO OWANIC SLYS d CLAYS
FREE OF ROOT" OEM & STONES > ','�=- - ��,�,;'• ,.••f'�.:, .�
i/JiUR THM1 3- AUMETER :�: .,.'c'. ;:� ._; t,. •.,' `. ..
�tY ��r J•�ws
i��i q• i�i
STANDARD STANDARD BEDDING DETAIL DATE: 2/09
DETAIL N0. OUTSIDE TRAFFIC AREAS (PVC OR DIP)
WS - 1 SCALE: NONE
CITY OF WINCHESTER, VA CLEAN °
STACK -� SEE
r1F-PAPTAAFNT OF PI IRI If. T ITT! ITIFS BELOW
SIDEWALK OR PAVERS
CLEAN OUT FRAME AND COVER CAST IRON CLEAN OUT CAP
CAPITOL FOUNDRY MODEL B-1140 W/BRASS PLUG:
CAST IRON CLEAN OUT CAP PANELLA MODEL PA4SV-CSK (4')
W/BRASS PLUG BY PANELLA PANELLA MODEL PA6SV-CSK (67
UNDERNEATH
TRAFFIC AREA CLEAN OUT
GRASS AREA CLEAN OUT
STANDARD STANDARD SANITARY DATE: 2/09
DETAIL NO,
LATERAL CONNECTION
SS-5 SCALE: NONE
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
VDOT CL
PLACE Ih
COMPACT
MAXIMUM
VDOT C
• WHERE THE TRENCH BOTTOM IS ROCK, TT
SHALL BE EXCAVATED TO A MINIMUM OF 8"
BELOW THE BOTTOM OF THE PIPE AND
BAGKFILLED WITH BEDDING MATERIAL FREE OF
ROOTS. DENS do STONES
• WHERE SUBGRADE IS UNSTABLE, PIPE SHALL
BE BEDDED ON A MINIMUM OF 8" BEDDING
MATERIAL
-1/2` BITUMINOUS
URFACE LAYER
' BITUMINOUS BASE
STANDARD STANDARD BEDDING DETAIL DATE: 2/09
DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP)
WS-2 SCALE: NQNE
_., r- a...-.<,-. ».,......_,-...-.-^" �g w._ _ _ _ _ j" � ___►--ter(.
—
_
_ -
_
/
/
EXTEND TRENCH DRAIN TO DAYLIGHT. j // Q•
X `� PROVIDE CONCRETE SUPPORT. I /
Q� PIT 17 PUMPS TO
' 146-- FLOW DRAIN TO TIT
- — x o o B
X exit `
s—En
r--------- - _,,_ . — ---'-------a .� .- -- —' - 1-, exit \ l 1`• Q \\ \
— _ v
(� L
I '
I I I I`� ,
f
\ I/
- _ - x PIT f6 CRAMII. SPACE-
i
✓ RZ ( g � "P TO �1LOt t DRAIN TO PIT #I- - I� PIP IS N t -,
ii
i
0.
— "'' II
. .. ...e I i SILO _ cRJMPS TO
PIT 71,_ 11 Ut
I
a" hot am Cdd
i
/
/
/
/
/
/
r
�7_
a
_ _ G-
J.
SEWER LATERAL TO BE TERMINATED AT THE
MANHOLE AND REMOVED. THE EXISTING
INVERT SHALL BE PLUGGED WITH 2O00 PSI
NON SHRINK GROUT.
SS M.H.
/
I r A -Y- I- r-N
,GRAPH/CSOW, F
20 10 0 20 40
(/NFEET)
1 inch = 20 ft.
EX. SIDEWALK
S32031 "05"W
•
1
oil
�w.
V)
CL_ U
V
Z
�w
..to
JOB # 0910
November 12, 2009
Permit
Drawings
These Documents-
SChento c Drawings,
Preliminary Drawings, or
Working Drawings, and
Specifications are the
Property of Architecture
Design Concepts,P.C. and
may not be used,
reproduced, or utilized
without the express written
consent of Architecture
Design Concepts, P.C.
_ REVISIONS:
5/5/10—REV. SAMPLING STATION
7 JUN 10—REVISED EFFLUENT PIPING
7 JUN 10—ADDED R.O. UNIT
9 JUN 10—PER CITY COMMENTS
14 JUN 10-REV. STORM SEW TT
BUILDING FRONT
29 July 10-REV FORCEMAIN LATERAL
12 Aug 10-REVISED LATERALS
�LT H OF
�r
r
1.
1,01TALD A. MISLOWSKY, JR.
ed No.20674
-FLOOR DRAINI
PLAN I
ME