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CONSTRUCTION NOTES
GENERAL7il
1. The contractor shall furnish all materiels, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed 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, Virginia
Department of Health, Frederick County, 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 resppoonsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "hiss
Utility" 1-800-257-7777.
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 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. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction.
All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
FREDERICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet
all requirements of the Frederick County Sanitation Authority.
2. The contractor shall coordinate with, and arrange for inspection by, the Authority.
3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector.
4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2" in
size. Before a permanent meter is set They require: A5EET ZN��,�
1) the frame and Ever be property aligned with its meter box and yoke bar, 2) the frame and cover be set to the fi ofgrade ofthe lot; 3distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4all corn onents of e meter box assemblyto be m r working order. It is the develo er's contractor's res onsibili�
to havethemeter box assembly installed correctly. P 9 P / P Y COVER SHEET
1
5. For water and sewer services that connect to existing fines:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. An application N1, for service must be made and fees paid before work will begin. b) The Authority shall fum�sh and install IMPROVEMENTS
all 5/8", 3//4" and 1" water services. c For 1-1 2' and 2 services the Authority shall make the tap and bring �, '`'� - r. �. . /: 2 SITE DEVELOPMENT PLAN & PHASE 1 RTE. 83
the piQing #o the operty line. a contractor is fo furnish and msta� the meter vault assembly. The
Authonty will insta the meter, dI The Authority will install ail sewer laterals.
3 GRADING EROSION CONTROL & LANDSCAPING PLAN
6. When an existing water main is tapped for the installation of a new line, � r{ ' � t ,
o) The Authority shall furnish all labor and materials to make the tap. b� The developer/contractor must: (1) make 4 - ��
application for the tap, (2) pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment
when the work is completed.°% 4 SECTIONS, PHASE 2 RTE 839 IMPROVEMENTS
1. The contractor shot) tie-in a new line to an existing manhole by core drilling the manhole.
8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. ,
The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required.
' ,F ,tr of }r 9. All fire lines shoo 5 PROFILES MISCELLANEOUS DETAILS have a detector double check valve backflow prevention assembly or a RPZ backflow prevention r �. � ,' f � , � .
assembly as required. The assembly shall meet ASSE standard NO. 1048 or 1047. A remote readout is required.
SITE' �,T
EROSION CONTROL f 06 OFF `Si T E GRADING PLAN
•• _ l
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from 71
Frederick County.
7 MISCELLANEOUS DETAILS
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
3. All erosion control structures shown or as required during construction shall be continuously maintained r <,
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed " ;Jx r A t [ `, p �/� C /,►
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days / h .� � $ VA.uU`t f 9 ItYl�l`Or G�GN�� hH�51NV
when construction is not in progress. rrtal:r���
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe-loying in the affected THE PROPOSED DEVELOPMENT WILL GENERATE AN ESTIMATED
area. n._...�_ - r. - 'rr,nr� i .a, ran tT:.i _tit--- - •- n. - f -j - - �- --- - `- - - - 1
5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, LOCATION AMP 330 TRIPS PER DAY. ADDING THE EXISTING USES ON ROUTE
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 disced, leveled and seeded to achieve lawn conditions. SCALE: 1"= 2000' F839, TOTAL TRIPS PER DAY WILL NOT EXCEED 400 TRIPS
FIRE & RESCUE PER DAY. NO IMPROVEMENTS TO ROUTE F839 ARE REQUIRED
1. Burning of land clearing debris requires a permit from the County Fire Marshall. Burning of construction debris on site is prohibited. OR PROPOSED WITH THIS DEVELOPMENT OF LOT 2. UPON
emergency gg
must bespostedasonstructo�nl begins. Contractor rnmust ensure thatuparked vehicles do not impedestaccess �gto fire DEVELOPMENT OF ADJOINING LOTS, IMPROVEMENTS TO ROUTE
hydrants. posted
Hydrants are not to be obstructed at any time. p P
F839 WILL BE REQUIRED. A PLAN FOR THESE FUTURE
VIRGINIA DEPARTMENT OF TRANSPORTATION IMPROVEMENTS IS PROVIDED ON SHEET 4 FOR INFORMATION
1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) PURPOSES.
Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other J U N E 1 2000
state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications
or plans, the most stringent shall govern. I H OF
2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration�j MARCH
R r u
and VOSH Rules &Reggulations. AM LI N E D DATE: LZl d V 1 1 15 2004
f
3. When working on VDOT ngght-of-way, all traffic control, whether permanent or temporary, shall be in accordance9 C
with the current edition of Zr-rs 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 DEVELOPER OWNER
104.04-C. A. MISLOWSKY, JR.
4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change JO ANN vY'HITACRE TOMS C3 NO. 020674
as deemed necessary by VDOT.
5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for J l 0
any work on VDOT right-of-way. 683 PAYNE ROAD 3082 SHAWNEE DR.
6. If requir by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the CLEARBROOK, , F
engiandVor developer with the attendance of the contractor, various County agencies, utility companies and VDOT VA. 22624 WINCHESTERVA. 22601
prineer or to initiation of work. SS��NA
7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined PH.- 540-667-4863 PH.- 540-662-2270
length of time. VDOT will also require 48 hours notice for any inspection.
8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road-
wathrou construction and maintenance of a construction entrance in accordance with the Virginia Erosion &
Sedy iment 8 ntrol Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be
maintained through construction.
9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction. Approved by Frederick County Zoning Administrator
10. All water and sewer lines within existing or proposed VDOT right-of-woy are to have minimum 36' cover and, i1bert
® cc when possible, to be installed under roadway drainage facilities. • diffordo�lt7 l��•
11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to '
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design con be determined by the engineer and approved by V.D.O.T. AW//6, t�
12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement
of fill. Site Plan Approval Valid for 5 Years From Date Shown Hence Date
13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6"
lifts u m of theoretical maximum density e determined by AA HTO ay. Method it within plus or minus 2% of Engineers Land Planners • Surveyors
optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector
density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and
Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 20� North Cameron St.
14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where 1JQ-C Olde Greenwich Dr.
determined necessary by VDOT Inspector.
15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet \/DOT Fredericksburg, Virginia 22401 Winchester, Virginia 22601
minimum design standards and is the developers responsibility. n{
16. If required by the local ed t Residency Office, copies of all invoices for materials within any dedicated street PHONE: (540) 898-2115 PHONE: � ®) 667-2139 Project Number:
right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be
obscured. / 898-2r�115 FAX" �5�®, 665-®49i1
17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be FAX: `
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. 1 of
18. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the
plan sheets or as directed by the V.D.O.T. Engineer/inspector. Number 1 Vumber
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ASSEMBLY
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/ �` PROVIDE E �40 %y
... - _ PROJECT SUMMARY
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...... 60 .■r
....: •'•.•._ :.. •:-.'.•.-.-.- ::': : ' :•:':'::• :.:..-'•' ': - _ /./ z + TAX IDENTIFICATION NUMBER 75A-6-B-41 , °O -�
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" 1�c: FRAME. BARN _ .. _ / i f .. .. CURRENT USE RESIDENTIAI/VACAM ow C t .. �
0 \ .......... 1' (TO_BE REMOVED) /, Z 00'PROPOSED USf WAREHOUSING (SELF STORAGE) .p Q � i
_ .. N u, � =- \ LOT AREA 9.3377 ACRES C� W
0� � z w � L`r� z � ^ -.; e � 2 cmi - 05� 1 / FAR ALLOWED 1.0 4 a
StR. �$`-11�
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......... _ ........'.-: 2 ..'.'..'.'." _ E .'.':. n .. _ ............... TOP=143.90 , ,S, 9cS + SETBACKS w
\ :.'.'.':.;.;. ....;.;._ .. _ .... �, : .'.'.'. � m :,;, / �9 �` WMNZ $EQUIRED{�
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, \ .-: ...;.:...i ;.. ;.;. :.. , :� :.. %� .....� / k� PROPOSED PEDESTAL ,�� + REAR 40'+
20.00 3008 25.00 30118 20.00 30;08'; : 30.00 : 30,: 50.00 :'.3Q,E�8 .: 30.00' :',08 ZO.00 . - - - - - - �(- JT. >$ PIPE
50' - ..... .... ....... ...... / 1- 8' P1�G MAX HEIGHT= 35 FT. �� / MAX. BLDG. HEIGHT 35' 24 (EX.) 15 (PROPOSED) C
-. -.-- �11%: . :' . 1 8` GATE MAX. AREA-- 1J38's.F. $M 1 8.98 ACRES
\ : /CES
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_ AREA DISTURBED
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;...;. -.7 .60 .;';-;-;-;•;..- .-.. "; Ise = 738.75 OUTDOOR STORAGE AREAS NONE
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........ ..... .. - - - - PROVIDED 158,312 S.F. 38.92%
:: :: :: :.. N'A. :: / TRIP GENERATION ro
LANDSCAPED AREA
\ - - - - - - :. ; . - - . _ -::. ITE, 6TM EDITION ESTIMATES
. - .. 4.. .... ; PHASE 1 PHASE 2 PHASE 3 .� • c
;:.. ..
.':. . .
__. I .::- :: = ' x THIS SITE AT FULL D'.NELOPMENT
--
A WOULD GENERATE 3:0 T.P.D. D. WAREHOUSE AREA 33,625 26,596 39,375 V a
\ 3 1- PROP. FIRE N11)RANT EX. FRA --=:: ... u
r ro o ( ° CONVERT E OWfLLIN - ' ::
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CONNEC EfaST. OFFICE US :'-:-: _-:--'::`` ----- =_� OFFICE AREA 2,088 . $ rn p
8 WATER MAIN. \ - - - • - - . - • •f_ . _ � * TOTAL AREA 13 10
'`/T�
20' WATER J POLE MOUNTED w+NDK AP I : -:: _ / PROVIDE CG-12 HANDICAPPED RAMPS AS 35,7 62, 684 P
309 1, c y
\ %, EASEMENT ACCESSIBLE SIGNS ,o N �-..---:-' �' DIRECTED BY VDOT INFECTOR. `''
1 - ( 34.90 = = -:: .% G 15 CMP St1Al1 BE Fl F PROM ED 09 0.15 0.25
AR D ��$
SIR. ?.A _ :-.: _ _ �
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TYPE a-1 PLN1P STATION w o - FLOWABIE BACKFlLL OR 0 ^
` SUITABLE MATERW CONTRACTOR PARKING W . ^
TO DETERMINED RIM= 747.83 1-' I I �� * 1 NEW BUILDINGS AND IXISI1NG STRUCTURES SHALL
�0 SHALL COORDINATE WITH VDOT SELF SERVICE STORAGE PHASE 1 PHASE 2 PHASE 3 TOTAL s
�' _ Ti x; COMPLY WITH VIRGINIA UNIFORM STATE WIDE BUILDING; tii�_�
15 FT. PRNATE IMI_l0QD36.0 I °° "s•'rne _. G INSPECTOR CODE AND B.O.CA NATIONAL BUILDING CODE 1996. (1 SPACE/5000 SQ. FT.) I
\Ui1JTY EASEMENT _ �' I ---i rn 11 GRAVEL AREA THE STORAGE UNITS SHALL COMPLY WITH SECTION 31' STD. SPACES REQ D. 6.7 5.3 7.9 19.9 % � > w
` 2 - _-------- - - �" AU I . STD. SPACES PROVIDED 10 6 5 21
�.___--• - _ �YIATER _ _ I w Zo - AND THE OFFICE SHALL COMPLY WITH SECTION 304, ; HANDICAP SPACES REQ'D. 1
\ . � � ---�W U -- _ ; - - - - - 2'f.11. F-- � 'k USE GROUP B.
MN. OUT 733.50 HANDICAP SPACES PROVIDED 2 0 0 2 I q
_ ""� ~ - " - "- EC 1 i ES 1 REQ'D -'
_ R
' . N �'F,Y, r 311.79' FORCE N N. I29 - - J
:: Uj ._. - CHANGE OF USE PERMIT IS REQUIRED FOR PARKING LANDSCAPING
' -' � 0 J
141
�-� IRS N 25;77* E - ~--"'"'"-" EXISITNG RESIDENCE PRIOR TO RENOVATIONS o a
S _2 44'47 W Z.2 150.00' �' 15 Fr. F.c s a sEE DET L Hr 7 ( / ) -
p ►NV. OUT 734.70 PERIMETER TREES REQUIRED 7 AT 1 40 0 0 w z o
SEWER EASEMENT EXISTING DUN FIELD I =a• !� EC-1 & ES-2 REWD. L 2 w
EXISTING WELL TO BE STR iA TO BE ABANDONED j N �" -` SEWAGE PUMP STATIONS SHAM BE ENVIRONMENT ONE PERIMETER TREES PROVIDED 7 = o'O N U Z
_ INTERIOR TREES REQUIRED 2 (AT 1/10 SP.) w
= AggNppNEp y1() CpppEp TYPE DI-1 -� GRINDER PUMP MODELS 210, 212, OR 214 AS ,.- Q � W o W
FUTURE METER PoM= l46• � ; I p APPROPRIATE CONTACT JACK STATION DESIGN EQUIP, INTERIOR TREES PROVIDED 3 - � �
0°j PER HEALTH DEPARTMENT 1- 2 BALL VALVE
LOCAT1oN t JT PIPE 2• PVC SDR 21 I '- !� ` C.O. 804-752-6335 FOR INFORMATION. PARKING LOT LANDSCAPING REQ'D. 189 S.F. (5% x 3800) �, - °
� � 1- 2' PLUG I t �at . PARKING LOT LANDSCAPING PROVIDED 200 S.F.
,- % o
NO STEEP SLOPE WETLANDS WOODLAND OR OTHER ENVIRONMENTAL x ti e CONNECT I FUTURE TO EX PRIVATE FORCE MAIN BY OTHERS I 04
f RICHARD R. NEFF W
! (32 % � a � FORCE MAIN. I & MARY ELLEN NEFF
BILL Y G & SANDRA H. I N FEATURES EXIST.
h � o 1-„ z � w _.75A-,6i B-1zA ALL FIRE LANES TO BE MARKED AND POM PER FREDERICK COUNTY FIRE � Q
a I FLETCHER I I ' ZONED' B2
MARSNALL REQUIREMENTS.
Z, I a PlN 75-A-4 Z j] % S tISE.' RESIDENTIAL
ZONED: B2 v ` I I € `�j NEW ELECTRIC do TELEPHONE SERVICE TO OFFICE OR WAREHOUSE TO r ` �
"�I
x OB 522 PG 569 a N F TOMS w � 0 : �j BE UNDERGROUND.
USE. RESIDENTIAL / �'
INV. p�,2s) --- - HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES cGam,,, `Lzi
T M. D. 75A - 6-8- 418 I v o � I OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. `�
ZONED B-2 I I HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 � p �,
USE• VACANT I W SIGNS- SHALL BE LOCATED 3 FT. FROM FACE of cul� AND 10 FT. FROM Q� Q
DETAIL AT PROP05ED OFFICE x I w-
STORMWATER CALCULATIONS ( .- FUTURE VA. ROUTE E839 IMPROVEMENTS
Culvert Summary (� 11j' �j /� W. (n4.2n
Culvert Inv, In Inv. Out L(ft) D(inJ S(%) Type S I I O Y Y N O N S I Z E ET `I , I I I W. (�zz2y
A 74.9 7 4 '� �` 1 741.90 3.70 t35.0 15 5.34 CMP z 1
2A 743.33 742.60 32.0 12 2.28 plastic I i o � I { I
3A 744.10 743,53 9.0 12 0.71 plastic 1 o BENCHMARK Rs
�, o---------------50' BRL-------
2 NAILS /N WPP A
t ___
iB 735.80 733.50 155.0 15 1.48 RCP V ELEV. =726.56 ��� , �' .
2B 739,00 736.00 71.0 15 4,23 RCP
3B 742,05 740.60 68.0 12 2.13 plastic �h� W. (na.02} ( rrr. (rn.z9)
4B 743:25 742.25 60.0 12 1.67 plastic IRE IRS co1h m rrv.121X0 ~,._
SB 744.25 743.45 15.0 12 1.07 plastic �i _ _
'�
6B 745.25 744.45 60.0 12 1.33 plastic - � - - - � - $ 29'44 53" W 251.04 t, IRS
7B 746.25 745.45 60.0 12 1.33 plastic _..��.. ym _ _. _.__...._...._ _... __ . _, _.. _ . a ,Vi . .
8B 74700 14 4 _ :.
6 5 65 0 12 0 85 la tic
8+64.69
W
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\ C, EXIST. 20' UTILITY
EASEMENT
LOT 5
I I
. 9 1_
� -_ __ _ _ 30 FT. WATER &
` -- _ SEWER EASEMENT
. `N45'07'16I 25'FM ";-3' M4!!V r��-�. - --
- '-'ft 1
�w
___•-
_. 1FR
e ___. .
k1j -I
302.33'
3
p 25' INACTIVE AREA
RT `� T f'�4 A/ -RSH/P h
,Cie'--� 1 ZONED.' P/N 75-A-2D
w / LOT 4 DB 662 000E V,4CANT
0 ZONED.- 9_3 48
Kt QO
-_N 45-07'16° E
302.29'
Ld
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R1Al 759.09
.'4' 73a.oi z LOT 3
!NV•1 737 &5
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_N 45'07'16' E
1 302.26'
1 _' ---�-
LOT 2
STA TE FARM
MUTUAL /NSURANCE
PIN 75-A-,?E
DB 841 ONEP 82
IJ41
USE, OFFICE
.
r.- ...
-
�MK.,.rri'i•
a
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1 •
•
1- FIRE HYDRANT_
ASSEMBLY
-
I -*
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1-1
DflSW FK
IHrDB/MQ ASS�IBLY
L3
IRE
30 FT. WATER &
SEWER EASEMENT
�
0
iA
q
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MOHSEN
4
SADEGHZADEH
PIN 75-A-3
1
06 639 PG J56
x
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96 747.25 74720 55.0 12 0.09 plastic _ ..._. _... _ ROUTE �� VALLEY PIKE
_ _ a U.5. RO - VA 4
. ._. +
._._._._..---.._.._.._..._..._.._...----_.
Storm Inlet Summary, and Sump Net Depth and Spread Calculation k -_ _ . .�:_.... _.__.............. ............... 1
_ _... .._ _ _-,_ ..._
ii'' _ _
Str. No, From Q(tOkfs Inv. In Inv. Out Top Elv. Type Throat(ft) _ _ - .. _ _.._..__.._,... , _ . __ . _.__ .. _ . _ •S• I�OU�» -'/
ALLEY PIKE {1'AKIABLE .._.. _ .
IA POND A 74 .
WID1111,9 190 74t.90 746:50 DI-1 TL.� b '-�-------� �-- "-�
_ _.__ .__._.__.._ ....... ._..... -1 ......
2A A2.1 4,6 743,53 743.33 747:$3 DI-1 y` - _ N
3A A3.1 11 END 744,10 747.60 DI-2B 12' In 1. ED. EX. SHOULDER--� pO�J� CJE� u�lli�= �J f11�.�.N.
_ - _ _ _...___ •- .. ..___ _ . _ _ .
1B B1.X 21.4 736.00 735A 738.75 DI-1
REF. _
2B POND B 20A 739.00 739.00 743.90 DI-1 1= Ff. TO PR05PERIIY DRIVE U. S. ROUTE 11 AND VA. ROUTE 839
36 B3,1 12.9 742.25 742.05 74625 DI-1 OR,4PH/C9,C,4 E INTERSECTION IMPROVEMENTS TO BE DESIGNED
4B 134.1 11.4 743A5 743.25 747.25 DI -I BENCHMARK 50 25 0 50 700
cir.Ht ricr_ Arvy 1 5v.-w mar:Awy WHEN WARRANTED BY FUTURE DEVELOPMENT.
5B
B5.1
915
744145
744,25
748.25
DI-1
.-
66
B6,1
7A
745.45
745.25
749.25
DI-1
2 NAIL S IN WPP
113
B7,1
5.8
746.45
746.25
75025
DI-1
( /N FEET
813
B81
4.0
747.20
747.00
751.00
DI-1
1 inch = 50 ft.
EL EV - 7,33 48 0
913
B9.1
2.2
END
747.25
751.25
DI-1
1 K
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. R�
NO INDIVIDUAL STORAGE UNIT MAY EXCEED 1000 S.F. (Ordinance Sect 165-44.C) Ofz� ,, q 6-2
LEGEND
PROPOSED CURB & GUTTER • •.••.". .............. .........
PROPOSED CURB &REVERSE GUTTER
--
PROPOSED STANDARD PAVED AREA (8' 21B/2- SM 2A) ••.........•.
..
PROPOSED CONCRETE AREA .................... ......•----....
..-
PROPOSED HEAVY DUTY PAVED AREA -• .......... .........•--•----
-- --
PROPOSED GRASS AREA ......... . ............... .....
PROPOSED EASEMENT AREA .................... .............•
- -
ZONING BOUNDARY .............................. . .........-
ZB
UTILITY PEDESTALS ........................................._
T ❑
EXISTING STORM DRAINAGE & STRUCTURE ....... - • • ... .
PROPOSED STORM DRAINAGE & STRUCTURE •.•••••.•.. ..........-
PROPOSED WATER MAIN ---- -------- -
� W ,
EXISTING WATER MAIN ..... - - - - . . ...... . ......... .
PROPOSED FIRE HYDRANT .............. ....... ............
i
PROPOSED GATE VALVE & BOX - --- --------- ...... ------
w4w -
EXISTING SAN. SEWER AND MANHOLE ............................
PROPOSED FORCE MAIN SEWER AND MANHOLE - - - - • - - - - - - - - • - - - • -
-►F. M.+--*�F. M.+-
PROPOSED UNDERGROUND ELECTRIC SERVICE .......•.. .•.•••.
--{ELEC (-
PROPOSED UNDERGROUND TELEPHONE SERVICE -- •... •.•... ••. ."
TELL
PROPOSED GAS SERVI
GAS 1-
6' HIGH CHAIN LINK FENCE ..................... ...... • ..... • .
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k-4 �, Cr
,
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W , � � - ��
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SCALE: "= 50 '
DRAWN BY: ,IDS
PROJECT NO.
DATE: 6-1-2000
(SHEET 2 OF 7I
i X ,so RIP RAP VDOT CL Al) 3'x4' q g q
j (TYP. OF 4 ALONG THIS P.L.) 6 FT. HIGH SECURITY FENCE Q� f�
GP
SET 3 BEHIND PROPOSED CURB.
JSF
_- -- -- - -- _ -- 8 WATER 1--- --- - - '� �
'648 WATER 8 WATER
59.2g \
pt:rn
t
0
F.F. 752.15 .- `3' 4/
j x 64 F L=151.0 T C 151.30 T C 751.00 T C 751.30 T C 752.50 T C 149.60 T 750.50 T C 747.60 T C 748.50 T C 145.60 T C 746.50 T C 744.60
! F =752.1 0 46
752.0 CD x 75155
t 1 x o 752.00 2.00 751.00 751.00 750.00 150.00 749.00 148 0 8.00 747.00 745.50 46.00 MOM
751.00 ' C 752.75 '�' 753st1 x 747.05 746.00 744.00 ♦ F rr++��
752.00 30.00' 152.00 40.00 35.00 0
CJ O
X �� 753.ao
30.00' 751.00Uf
z�
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ul
_
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5
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x x -� x� '~ x o x x -" x Q= ,� x x f x x f�
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N � L --� -� _ _' sL z'- > � -- 744.50 - . F. (1) ♦ I � o a Q S o � o
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a
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CD CD CD .. OO r- N M <t uf3 tD f__
TH ENTIRE EVERGREEN SCREEN M
w N (54 PLANTS) SHALL BE INSTALLED ..�AS qIt
I _< - ([0 RAM ,.._. P OF PHASE ONE. _
- - ~-
.,
f
00
57. 95 9�. 85 5 .75 57.
65 TYP . Di-1 -5 .45 0 5 .3B �60
a �
TYPE: DI-1 TYPE:-DI-1 TY : DI -1 TYPE: DI-1 RIM 748.25 TYPE: I-1 TY E: DI-1 v a, Z
T C 745.00 O ,Q
RIM= 47.25
as
75210 RIM- 751.25 RIM= 751.00 __ _ RIM 750.25 RIM- 749.25 Rl = 746.25 746.00 745.00 745.00 - � � � � � W
751.00
x X 749.25 750. 75 150.00 748.2 74 . 749.0 748,00 748.00 x 7 7 146.00 146 00 744 50 745.00
tl 753.00 753.00 753. 0 15 .00 752.00 152.00 52.00 752.00 752.00 750.40 751.00 751.0 00 0.00 9 00 47. 47.00 (� 0
1 t x 752.75 1.25 Op 151.15 1.00 M 751.75 0.25 750.75 149.75 Cr0I3_,� _ - 148, 7.25 741.15 6 5 ���
t L-753.0 C 745.30 C 146.00 C 744.50 k` 44.00 �' m
51.00 758.00 53.00 P 752.00 752.00 752.00 IP 752.00 75200 752,00 151.00 751.00 751.0 0.00 750.00 750.00 749.00 --__ 748.00 1 ' c
' P IP IP � C
o IP
_ 744 _ 1 X 47.00 °-
J
752.30 EC . i �
T C 152.30 RE ATE FIRE T ' ' .:,
Oro
`s6' �S S SHOWN AN
1 r' = PROVIDE EC-1 RIP RAP UDOT X
x/ OADE BOLLAR S CL Al, 3 x6 EPIMENT TRAP
INV. -OUT= 740.60
751!00
� .� RIP RAP VDOT CL 1, 3'x6' - ` �' �� W�f�STO VOL.=526 C.Y. 221 C.Y. D. v 0
1
RY � RAGE VOL.=704 C Y: � 221 Q'D. � �
EXISTING FlE O
ASS MBLY c,
IMAGE AREA TO B=3.3 AC. /
IRF �HYDRANT
- -- EX. FRAME -BARN ..
j I R F 1((� �} N N N (TO BE REMOVED) ,,rq
l N GO Chi \Y N � �l eO7 t V CO �- - - -' � J
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IP 4 3 Z
1100 V
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RI VDOT 747.00 JO 75 0' 30 60 6 w
CL 1, `3'x6' �' j �� C
MI
( IN FEET ° 00
X \ ° 5 I . ! 1 / 57.
p 1 inch = .30 ft.
57.1D
1 C 753.00
TYPE: DI 2B T C 746.85 1°� �C Q
\ \ RIM= 7 .60 T C 745.0 ��� x TYP_: I-1
\ C 752.00 X x x / 747.0 = 738.75
752.00 752.00 752.0 52.00 751.00 751.00 749:35 150.00 J50. 50 749.00 749. 741.50 74)9' 748. x 747.0
x T C 150.80 _ � T 746.5 "4
E _ 1 \ T C 751.00 T C 751.50 T C 752. - - - - - - T C 748J5 �- rk6 �Qp`Lp x '
\11 8 WATER 1 c 741.75 \ 11
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CL Al, 3 x6 44 746 O
\ POND As
TE P 501MENT TRAP 57. 2A _
742.00 PLANTING SCHEDULE
�STORAG VOL.=260 C.Y. �170 C.Y. REQ'D.) x 743.00 TYPE: DI-1 RFC IP I -
D ORAL VOL.=885 C.Y. 170 C.Y. RE D. RIM= 747.83
IRF
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W � �
w�
W q�
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\ 48 1 - I � GRAVEL ARE/ WHITACRESELFSTORAGE ~ OO
- - T 737.5� STC4U,4VATER CALCULATION'S
748
\ \ - 746 Wyert Swwa Storm Wet Sway, and Sup Wet Depth and Spread Cnlolntion
- Cdvert Im. In Inv, Out 1(ft) DW SO) Type Str, No, From U(10)cfs Inv, In Inv, Out Top Elv, Type Tiroat(ft)
- -
4 -
]A 741.90 734,70 135.0 t5 534 CEP IA POND A 11.9 741,90 7 1.90 746.50 DI 1 �
�- - - - - --r7777- PROVIDE ES-1 & EC-1 2A 74333 742.60 32.0 12 228 plastic 2A A2.1 4b 14353 743,33 747.83 DI-1 LIJ
• - 3A 744.10 743.53 8a0 12 0.71 plastic 3A AA 1.1 END 744.10 747.60 DI-2B 12`
74� _ - CC ___� INV.= 733.50
- SF"
SF $�`" I RIP RAP VDOT CLI, 48' »
IB 73520 733,50 155A 15 1.48 RCP 111 1111 21.4 730 735.80 738.15 DI-1 SCALE: = 3Q
- -- �I PROVIDE ES-2 & EC-1 2B 739A0 736.00 7L0 15 423 RCP 2B POND B M4 739.00 739.00 743A DI-1
L2 IRS . 1 PROVIDE ES-2 & EC-1 3B 742A5 740.60 68.0 12 213 plastic 3B B3.1 12.9 74225 74U5 74625 DI-1 DRAWN BY: IDS
INV.= 742.60 ( I I 4B 74325 74225 5RO 12 2A0 plastic 4B B41 11.4 705 74125 74725 DI-1
RIP RAP VDOT CLI, 3 x6 I I INV.= 734.70 5B 74425 743.45 60.0 12 1.33 plastic 5B B51 95 744.45 744.25 74825 DI-1 PROJECT NO.
57. 1A I RIP RAP L1, 6 XS 6B 74525 744.45 7RO 12 1.14 plastic 6B B61 7.4 7645 7450 74925 DI-1 DATE: 6-1-00
TYPE: DI-1 i S TO PROTECT 7B 74625 745.45 75.0 12 1.07 plastic 7B B71 52 705 74625 TQ25 DI-1
I SLOPE FROM SHOULDER. 8B 741A0 746,45 65.0 12 0.85 plastic 8B B81 4A 14720 741.00 -151.00 DI-1
I RIM_ - 746.50 ' 9B 74725 747.20 55.0 12 0.09 plastic 9B B91 22 END 74725 75125 DI -I SHEET f3 of 7
DRAINAUt, AREA
86 FT. MIN, RIGHT-OF-WAY
I
I 50' - - _� VARIES
EC-2 REQUIRED
A GGREGA TE L A YERS TO EX TEND / ' BE- POND EDGE OF PA VEMEAI T
m
W
Q
WHITACRE SELF STORAGE
STORMWATER CALCULATIONS
Culvert Summary Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation,
.,
Culvert Inv, In Inv, Out L(ft) D(in) S(%) Type Str. No, From 0(10)cfs Inv. In Inv, Out Top Elv, Type Throat(ft)
1A 741,90 734.70 135,0 15 5.34 CMP IA POND A 11.9 741.90 74190 746.50 DI-1
2A 743.33 742,60 32.0 12 2.28 plastic 2A A2.1 4.6 743.53 743,33 747.83 DI-1
/ 5x 3A 744.10 743,53 80,0 12 0.71 plastic 3A A3,1 Ll END 744,10 747,60 DI-2B 12'
0 -
��77/w,-
/1B 735.80 733.50 155.0 15 1.48 RCP 1B B1.X 21.4 736,00 735.80 738,75 DI_1
p0 2B 739.00 736.00 7L0 15 4.23 RCP 2B POND B 20.4 739.00 739.00 743.90 DI 1
313 742.05 740.60 68.0 12 2.13 plastic 313 B3.1 12.9 742.25 742.05 746.25 DI-1
M ik� 4B 743.25 742,25 60.0 12 1.67 plastic 4B 134.1 11.4 743,45 743.25 747,25 DI-1
- •- STA: 4+72.32 ( 5B 744,25 743,45 75.0 12 1.07 plastic SB B5.1 9.5 744.45 744,25 748,25 DI-1
I
7plastic GB B6.1 74 745.45 745.25 749.25 DI-1END CONSTRU TION B 746.25 745,45 60,0 12 1.33 plastic 7B B7.1 5.8 746.45 746.25 750-25 DI-1
RAMS DWELLING' I Ik 8B 747.00 746.45 65.0 12 025 plastic 8B B8.1 4.0 747.20 747.00 751.00 DI-1
I ' t 9B 747.25 747.20 55,0 12 0.09 plastic 913 B91 2.2 END 747.25 751.25 DI-1
15
I �
� �- U.S. E 11
12 + SAW CUT EDGE
-7 6 t ' 2' SHOULDER AT 1 ":1' REQUIRED W Existing pavement
EXTEND BASE 12" BEYOND E.P.
0,14
PROVIDE TACK COAT
1 5 " SM 12,5B M 25.0
8" 21-B
2" F N�. H-- CROSS SLOPE TO MATCH EXISTING
�..
--- _ -- PROVIDE ES-1 &' EC
INV,- 733.50 SECTION C
l RIP RAP VDOT CL1, 4>x$'
N . T. S.
j PROVIDE ES-2 & EC-'1
I
• _ _ ._
a J IN V - 734 7O . 1212' WIDENING
RIP RAP L1, 6'
TO PROTECT ;
.:.jg. ; SLOPE FROM SHOULDER.
:,:1 G ::. VA. SEC. R .839
{ r 00
Lj{
9 , 1 1/2" SM1I 125E (FUTU E)
1 2 ;1 FT.
EXISTINGROU"I"IE" F839 FUTURE IMPROVEMENTo9
, � PAVEME
:►,: 'p C)_. - , . __.., 3' BSI-25 (PHASE 1) S" 21 B
N.T.5« INV. (725.29)
.i
_.
SECTION B-ROUTE 839 WIDENING SECTION
- i
{ f N.T.S.
.I
I �
I
\ : EX '5" CMP
TO4
REMAIN
PROPOSED GRADE
EXTEND 21B 12" BEYOND
BACK OF CURB.
1 1 7-31-00 1 REVISED PER REVIEW AGENCY
PHA5E TWO ROUTE 839 IMPROVEMEN IS 2 8-11i- REVISED PER VDOT COMM
SCALE: 1 "- 30'
A�1 H Oc-
-c ald A. Mislowsky,
O CERTIFICATE NO. -
U
GIST RED
PROFESSIONAL
ENGINEER _
NO. I DATE DESCRI"ON
REVISIONS
giibert w. dif f ord & associates, inc. PHITA CRE SELF STORA GE
Engineers • Land Planners •Surveyors
o eyoCameron st. MISCELLANE'OUS DETAILS
150-C olds Ur. 20
Fredericksburg, Virginia 22401 Winchester, Virginia 22601 AND PHASE TWO VA. RTE« 839 IMPROVEMENTS
PHONE: (540) 898-2115 PHONE: (540) 667-2139
FAX: (540) 898-2115 FAX: (540) 665-0493
E-MAIL : clifford* 1 big red.com E-MAIL wcliff®mnsinc.com f REDER/CK COUNTY VIRGIN/A
BY I CHK'D.1
DATE:
6-1-2000
SHEET
L-J
OF
K T
'"
LAY PIPE TO
NOD HIGH PT.
740..__..
...._.. _....
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_
___...
_.. ._.__....
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9
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N
rn
='
00
i 730
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75
74
DATUM ELEV
730,00
0+00 1+00 2+00 3+00 4+00 5+00 6+00
WATER LINE PROFILE5
a
750
$ _ _ _ _
_ _
750
750 a'
.
m
o�
i t� n
cv
S r.
POND A
_
_.
fin.
PC
NDB
CD
I 0' 11
WN
744
_
0.. . __ ..
_ .. _ 1 744
74
_ .
_ _ .
.
1s,
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's
738
_ .. _
... _
3%
_ .
738
738
C18
155 FT 15" RC
. ®.1.48�..:
�;
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;
0+00
2+00
0+00 1+00
STORM DRAIN PROFILES
�
2
i
�
n
2-
S >
745
N
x
iv
1
W
°
EX. GRADE
N
l
PROP. GRADE
yY �,
740
7,
s
M
�
FORCE MAIN CONN.
735
lzm
SEE DETAIL;,SHT.7
2" PVC SDR 21
RBE PRIVATE FORCE
CONNECT TO EX, LO
MAIN Y OTHERS S
cam,
N
FORCE MAIN. cli
N
�
730
0+00
1+00 2+00
3+00
SEWAGE FORCE MAIN PROFILE
DATUM ELEV
7135,00
C
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80 FT. 12`.IPLASTI
._®'; 0:71x
C2A
32 FT. 12" PLAS
6 2.287 -
PROVIDE E�-1
0+00 1+00
WHITE PINES OR LEYL.AND CYRESS
545 TOTAL TREES REQUIRED MINIMUM 6 FT. HIGH AT PLANTING
8' g�
ZZ OnTY LINEjk-
f
PROPOSED CURB
i�
6 FT. HIGH SECURITY FENCE
EVERGREEN SCREEN
6EE 6HEET 3 FOR LOCATION
0+00 1+00 2+00 3+00 4+00
GRAPHIC SCALE
50' 25' 0' S0' 100'
1 /NCH = 50 ft. HOR/Z.
1 /NCH = 5 ft. PERT.
EMERGENCY OVERFLOW PROVIDED
ELEV. 746.50 (A) , 745.00( B)
-- - 4' ---
V.D.O. T CLASS
Al RIPRAP
20x35 (A)
12x30 (B)
i
o �
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i
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z ct
pOLLJ
NO 0U
CLAY CORE
w
cn
I
r=
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0
12" TEMPORARY PVC STUB WITH
DEWATERING DEVICE. REMOVE
FOLLOWING SITE STABILIZATION.
100 YEAR WATER SURFACE
----ELEV. = 746.34 (A), 744.30 (B)
- -10 YEAR WATER SURFACE
ELEV. = 745.55 (A), 743.26 (B)
--- 2 YEAR WATER SURFACE
ELEV. = 744.62 (A), 741.84 (B)
3" ORIFICE AT 741.90 (A), 739.00 (8)
(PLUG DURING CONSTRUCTION)
REMOVE PLUG FOLLOWING SITE STABILIZATION
PROWOE CAGE TO
PROTECT ORIFICE
PROVIDE 44' CONCRETE PAD AT
4' ORIFICE INVERT.
NOTES:
EMBANKMENT TO BE PLACED AND COMPACTED
IN 8" LIFTS. NO TOPSOIL, ORGANICS, OR STONES
GREATER THAN 6" DIAMETER SHALL BE USED.
MATERIAL SHALL BE COMPACTED TO 95Z OF
MAXIMUM DENSITY AT PLUS OR MINUS 2%
OPTIMUM MOISTURE.
CLAY CORE TO EXTEND 5 FEET BEYOND ENDS
OF EMBANKMENT AND 2 FEET BELOW EXISTING
GRADE THE TOP OF THE CORE SHALL BE AT
ELEV 745.60 (A), 743.30 (B) .DEPTH OF CORE
TRENCH IS GENERAL, ACTUAL REQUIRED DEPTH
SHOULD BE DETERMINED BY SOILS SPECIALIST
AT THE TIME OF CONSTRUCTION, MAXIMUM SIDE
SLOPE IS 1: 1.
CLAY CORE MATERIAL SHALL MEET THE FOLLOWING:
UNIFIED CLASSIFICATION: SM, SC, ML, MH, CL OR CH.
PARTICAL SIZE 95% PASSING 1/2" SIEVE,
15" RCP
0
#5 Bar E.F.
3000 psi Concrete
collar 12" thick
vI
48 �
ANTI
not
—SEEP COLLAR DETAIL
m to
z
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C5
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CL-
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•�1 = cV
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SCALE: 7 —5U
DRAWN BAY- J. D. S'.
PROJECT NO.
DATE: 6-1-2000
DETENTION POND OUTLET DETAIL
SHEET 5 OF 7 1
L
i
ca
LZ
��
cd
pv
00
3
�+ w
.�
�- y
LL w
m
) �co off, ' a
C fx �� O ��o w't �3 � p w
1 PROVIDE 10 FT. S ARE NOTCHa W
IN FENCING AROUND DRANTS.
(TYPICAL OF 4 PLACES) ��" o0
z' v
RIP RAP VDOT CL Al 3'x4'
l (TYP. OF 4 ALONG THIS P.L.) 6 FT. HIGH SECURITY FENCE
Q
Q
( SET 3' BEHIND PROPOSED CURB.
_ ,WAT R - C�
WAT R
8
WATER ,
8 E
A R : ;
x
8 E
T.7�2
KFCp ,
-
L�AINL Nu
752.7.5 T C 751.15 T C 751.95 T C 752.50 T C 749.75 T C 750.50T C 747.75 T C 748.50 „T C 745.75 1 T C 746.50 Q
i Q
748. 8.Q0 747.0 746. 6.00 745.00 145.00 Q
153.00 7 0 752:00 752,00 752.0] 752.00 751,00 _ 1.00 750.00 150.00 749.00 00 (�
C 752,75
ICI f i, 1
1' f
0
N cv 1
�✓ Ln
f p C� 'ti - Ln C� cJ Ln `� Ln `� LIJ c` �v U C� N C� N c�
_ _ _ _
Lu
I �) LL! ; LLJ �, LtJ �_' L�1 ; Lo' ,.. Z Lu CSC °� .._ = t 745.25 T C 745.50
a oL-Q
w x x x��' ``` x x _ x_ x <C x x `� x �`'T�^ x x
f� Li L� _J L� cv ---� ._ �a L `r t►,
N C �1 li �! -..... ., Li cs e°Oi 3.1. L 1- cy ¢ c� ��v ly lc-� a. L-»
_ _
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L� _
(� (
+` _
il
SCALE: / "=30'
DRAWN BY: IDS
PROJECT NO.
DATE 6-26-00
SHEET 6 of 7
METER BOX and COVER
SIL T FENCE CULVERT INLET CONSTRUCTION OF A SILT FENCE METER BOX (See Note) METER BOX COVER
width
(WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE 18 in. Dia. Non -Traffic M32C-PW asnehuired
PR 0 TE C TION Traffic A32HH - T "r 6" dia. schedule 40 >'
I. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH 24 in. Dior. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) . •
UPSLOPE ALONG THE LINE OF :.��,..y steel pipe Tilted wit
3"
t
ENDwALL STAKES. 70' MIN. EXISTING Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) �'.. '.•; ' concrete and pointed zss?
PAVEMENT e, : '.• : ' Yellow
6'MAX. A 3 5:1 •... 7'
Note: 1 /2" thick polyethelene plastic 30" deep �. 2
•,l.r'�`•li -�� (vertical crush strength shall exceed 3000 pounds) treated 2"x a" with
FILTER CLOTH 6" MIN. A MOUNTABLE BERM top 6 pointed blue 18° dia.
(OPTIONAL) concrete
70E OF FILL -_ meter" Cover encasement
CULVERT _— -- / u SIDE ELEVATION Set 2 obove — 3
/'� fin. grade prior concrete pad 1'-6'sq, x 6" deep
EXISTING GROUND varies as required to sodding 18"
concrete
G��/ G� /% Ij 1� thrust block BOLLARD DETAIL
FLOlr r �/ t+ " 70' MIN. T corporotion
stop 18"-21" meter by F.C.S.A _
B*I�AC 10, MIN. surroundingdbo9 meter box
III 4- T- - ongl1(check valve
36'min. aaxr�:ewt:f:
with drain valve = S direction of setting to be approved prior to installation
3. STAPLE FILTER MATERIAL 4. ACKFILL AND COMPACT 4s'
:rs:.::{ ;:._:
TO STAKES AND EXTEND THE EXCAVATED SOIL. 12' MIN 81n'�n' bo�ievaiVe U I
10' MIN, 1— screw type
"
IT INTO THE TRENCH. PAVEMENT adjustable valve•-
o type K copper box 36" min. I
tubing, continuous Y
without 1'Dints from 1_ as required concrete pad 1'-6" sq. x 6" deep
TOE OF FILL ui water t 2 ft. z r
° 7 main main o meter 6" stone bedding "
o , / VDOT #1 AINAGE 10, MIN.
COURSE AGGREGATE locator valve megalugged
SILT FENCE o o �� g + II Peg 2 min. - 6" max.
« / TRAPPING DEVICE t� METER SETTING PARTS transition to meter to main
DISTANCE IS 6' MINIMUM IF FLOW I betting as required megalugs
IS TOWARD EMBANKMENT line meter yoke °ogle yoke angle check expansion curb & utter
.� 1111 ,y II MUST EXTEND FULL WIDTH ilit site size y boll v01ve vaHe wheel g----megolug .. �.•, •. ...
II OF INGRESS AND EGRESS Street - ',air• .• r,j". .,,.
Y502 4- W HHCA94-323TD G EC-23 —
/ /! BA9 223
��• PLAN VIEW 3 4 5 8•x3 a
/ OPERATION /
FLOW
, d'
L� I
(�• - �/� 1' 3/4" Y504 BA94-344W HHCA94-323TD-G EC-23 3' stone to be minimum Screw type
FfAlf 1 12' MIN. 1• 1' Y504 BA94-444W HHCA94-444TD-G EC-4 m m w t;� adjustable
o o ,, ,,,., r� 's� fvk ,r I of 6' above Fop of hose valve box
OPTIONAL STONE COMBIIVA TION _ _ i r ��' ^L^ 'rYg
M t v '.:,• :.::,ham ,•
III I to back of ••r' �'k•. ' a Ot1P
3" MIN. locator e
II INSTALLATION NOTES: stdewolk peg
SHEET FLAW INSTALLATION _ 3" MIN. 1, Exact location of meter box assembly wwwiiiirithrust 18' to 24"
(PERSPECTIVE VIEW) to be approved prior to installation. 3 - block 8 x 8"x 16" solid block megalugs 1
1 0' 2. Water service crossing street shall be x Y for valves 12" and larger)
1.5' FILTER CLOTH ::K;;;•;•:•;: 9 i
encased in 2" dia, SCH40 PVC or o ,.�,:*• ;4: " yr ,•,
I SECTION A —A m pper::`:::-
1 1"�` FLOW SDR21 piping. The piping shall run from v v .'•,.•
1 PP9 PP9
3/4" type K •N , •tn r:�;:.•..:. . Y•:, ..
6'-7" one foot beyond sidewalk, across the copper for �^.
street, to one foot beyond sidewalk. single meter
installation x3/4" wye f>'';:;-;; :: mechanical joint
ZZ
FLOW swivel fee with
+ DUAL METER INSTALLATION
r
6' branch
5/8", 3/4" & 1 " METER INSTALLATION
I) — Figure 5 GATE VALVE FIRE HYDRANT ASSEMBLY
AMENDMENT NO. 2 - APRIL 1997 Figure 8 Figure 9
POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE AMENDMENT NO. 3 - OCTOBER 1998 g
VDOT /3, �357, j�5, �!56 OR p57 COARSE AGGREGATE CLASS I RIPRAP p p
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN DRAINAGEWAY INSTALLATION SECTION B - D
HIGH VELOCITY OF FLOW IS EXPECTED (FRONT ELEVATION)
SOURCE: ADAPTED from VDOT Standard Sheets and Va, DSWC PLATE. 3.08-1 SOU ; Adapted from IukiVtion of 3tmir_and Fabric FUte_r Barriers for Sediment ControE,FA WE PLATE. 3.05-2 SOURCE: ADAPTED from 1983 Maryland Standards for Soil eroslon and Sediment Control, and Va. DSWC Plate 3.02-1 R0C.K CHECK DAM
Shen►ood and lfyent
2 ACRES OR LESS OF DRAINAGE AREA:
s"
3'
FILTER CLOTH
(OPTIONAL)
E5-2
END -SECTION 12"-60"PiPE ALTERNATE END -SECTION 12"- 60° PIPE ES-1 ALTERNATE: CONNECTION (DOWNSTREAM VIEW)
Pay Lne._
H.beM Dnavt,rlen0 seehons Hub a.,d an"*I eM-.Kl:om -_._�• Pay L'nf_---
'Sp:gMara Dn a+lat end-seetions� ._. �Spgnt srd on irdeeuw•seetbns VDOT1
COARSE AGGREGATE
---� =---Die. -- _ -Connector Section Threaded C i
X - X
I X � -- X I ' - Rod J�
E Ccmele to be - - - -- - -. Concrete low sae Lug
I 4000 PSI Min J. 4000 PSI Mr 8 -- \ FLOW
PLAN PLAN Toe plate to be punched to match holes in skirt Np. 3/8" gate. bolts
to be furnished. Length of toe plate is W+ 10"tor 12"to 30"dia pipe and W+22"
L Reinforced for 36" to 60" dia, pipe.
C 8 ----I C 8 -- v/ Ed
� -- ys' � Skirt Section for 12" to 30" dia. pipe to be made In one piece
Skirt section Skirt Sectionfor 36"fo 54"d!a pipe rnoy tee made from two sheets joined by ri"l- 2-10 ACRES OF DRAINAGE AREA:
eDrastett �-�!;�os,r, -r ,..=>_•' --_. 3'r b ! i center 1;ne, cor•slructed in 3 pieces.
r,a� _._�:'=`'-•-i-..,.,-•��y ,ng or of nq on t 60 may be
a a pfml ,`„-- c t
I -_ .,-.�SNN_fatxu reinQxgpm�rd '_T --�- - i;: Connector ,,action, Corse+ Pio a and Toe Plate to be same sheet thtcknessos strut
A A End -sections and fillings are to be steel or aluminum alloy for use with like pipe.
I-- ---- D ..--- -- - I•^ --_- E _ _. T 0 �_--� I•----• _ E --._.--.•I -_.__ P' 20 APProx. .
W -4 y �-. L 8"
SECTION X-X END VIEW SECTION X-X END VIEW
END SE TlON Q .Et'_ JQf�S PLAN Where Fiomd End-Settices ore Approx. 2 r/2.1 Slope
Q G_ . 0. to be used with asphalt ' • - 3'
_.__.._....__ FJ4D•S�TiONOMENSIOFIS-�� OIA A_- - _.._ '-_-----__..-_._.. I t '•
I I 4- 2 O' A' -I" _Q'-i' -_� cooled and tweed metal Pete,
DAM. A 8_ _ __C0_ E I;Z�._ 2_}�=IO' lT- and sections do not need
FILTER CLOTH
_-,i _3 1.,. =' to be coated or paved. OPTIONAL
12" d' 2-0" 2'-0" -4'-d 2'-0_� IB -----. �- - - Oc•. r• (OPTIONAL)
f5" 6" 7.3, 1•_g' q•_p z:g• -�f
z-3" r-5' a-o 3'-� ._r._ _ ;- .-�►=d'�-s-t+ a=s r (DOWNSTREAM VIEW)
24" " 3 T" 2r-6" V-1" 4'-W 4. .7 . fj'-JS -- "q.
• /' h _ V4 ,
- rxmv
36" I'•3 5 3" _ i'ao " e t _s d, TYPICAL CE30SS-SECTION VDOT V/1
42' 1 9 5 3" 2 II" 8-2" Gr6° ` 48 r_• 2»0�,6-0 - 2 B 2 7-0 _ T' COARSE AGGREGATE
_ . - - $4 'L 5 5` 7•11� .,_8_4, T,-s r 1
49•"�i 2' 0 6' O 2' 2" I f3 2 7 (Y' I -a * - PIPE sttEEr Tlapc}IEss-oiANsio'S 6.
-
54" 7 6.. t-.--- - _ -�� OtA A u H � _..-• c t Toe
60 2-II 5-0 -3 -� t?' Sr�k NUNOUk t_6t Ma.__ eTOL
L21 24" 24' _ Ptote
FLOW
--
! 15 .Os4r>60 7" B' 6' 26, 30" 24'
-'-- ----- 1 ; - ; H - ----- x
-•..._ I IB .060 .p60 e 70 6 31 36 24 I
`'•••�. I 21 _064'-_ _ 060' 10' .'Y� _ •-'6:-' 36 _12r..i i4ir
NO. E : Pip. lengths shc►v+ on pews arc Toe Plots a-- -s-- -e----
_ bowl w End-Secfar dwIr srw %w 24" . 08� .060 10 I� 6' 4't 48 24
on tht h,ft if Ito cimleWor etrcls -{ --- -• 2ri3�`U .064' .075' t2s le 6' 51" 60• 24"
to uu the Nrerno,e design stxwnan t- —Holes on 12" Centers -Max. -
1 3G" , 064' .O7y' 36'
-3 - - M r qnt, lengths .al be educd by _ 42 .084 --109' W i6 22 1 t es 64 35` CLASS I RIPRAP
nod•nea•ce d,rn.on o'. ELEVATION
•_�_ <__�..-:Ii�s' 4d 064 . t05 t8 2T 12 78 90 24
SLOPE DETAIL 5,"-ui9` ton - e_ -sri iz" 94� f a6M
60 4-/109. .l .t35• to" 33• 12• 67• 114' 36' SOURCE: VA. DSWC PLATE. 3.20-1
5PFCIFICATIUN Itn SPECIFICATION
REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS FLARED END —SECTION FOR 12 -- 60 METAL PIPE CULVERTS REFERENCE:
.EOM. MAIN SEWER SERVir� E LATERAL
302 VIRGINIA DEPARTMENT VIRGINIA DEPARTMENT 302
of TRANSPORTATION N.Y.S.
TRANSPORTA7fON 102 Of !02,02
Prune codominate leaders --� DO NOT prune terminal
--___----"y'leader or branch tips FQRp 81 1 -666 FLOW COKiR�f.
PRESSURE MAIN Ile O- T ( www�2' FLAPPER
�c �CCK VALVEYPE �
Prune rubbingor OP NUT t 1
----Xk Street apwoac taint CC'n DETAIL I cross branches _ �•� t�
fRddus to b. m A y svfcclnq o+ nw�r.•+ 8 DETAIL 2 �8 DETAIL 3 EC-1 �b• /���y►��y� y D y MR �� 4 �4•�p �j�r
t ha.n an ?lone, l rood.aY -_. _ r j^ 1 8 ,L 1M47gti.G1[iJ A � �•L�• A � �/ J1Jr�'-'�1) f'-Th
cade�us to be or i l
\ CASKEtED
1 Rodd mb notron shc.n an ploif/ 2" _ �l ' Prune narrow crotch angles i 1 2
\ L / A ; - • --• -' C i� - A F"� t " ' J tt- i, A J _ C -'a - 00 NOT stake or wrap and water spouts BR�H
1 -7\ m �Wa One puller ' �42( B a a trunk unless necessary Prune broken branches
s �.
b' e • " 7" r' E _ -} _ 1 general backfill Remove all tops and labels
,
s �_- J---' - - - - - - _ o o p SDRJ 21 PVC RA.>w►.
" •� B" cC�p Concrete
s• • ". 1_..._ Prune suckers OR P.1. R
9alianQl r!ow Lin e•' ale ADAPTOR
---� a {
E+rpan>1on t `o \ E.pansron Jo,nt I 3H D teas VALVE BOX
A �I SECTION C-C �--� sH___.I �" ep9- 7 g 8"-- t r—g" Cut away all baling ropes 2"-3' mulch kept away from trunk JLZ
ODVER
.:ate, Width -8" 2'•0" or as MDI+'me ronQ.a/ Y I ; tl F--- p 1 sjKY�
t- ` L
ebown on !ypicnl atc!ian. M JrP----- •V; : : � J:
PLAN VIEW i ;� ;; ; ";" %r 44 24" carefully compacted Soil well to contain water Cf SCWW TYPE RGAiD>fllA
/, if, v r, Remove top of woe basket
• �, 3 " / '%i ,•y' :.' � � �• select backfill � SEWERPVC W.P. X/✓/
' 80XMYIIp LA��D
3 r canna"tf cross araxrts .nh a pero6aac Qu .c ceote,k __L [ L . i 6" UNAMENDED backfill soil C"ASKM
G.tnk aeournna O.D.
ti
SECTION A -A Febr"r_ �( `r avat•Ili 9t Partially backfiu, water to �MR
Fabre settle soil, finish backfillmg �, r-r�G•�aURE '`�. 1 1/2
.ortaewDtsSECTION A -A s DEPTH
SECTION A -A widen and score hole wall
_ k c pr"mav for rour4 "Ise ns�t�r Vi 10'Por abort Curve � span for bon cuivtrt entatbflma.
1 Cdg► or she/der 8 Y. MOt, ri _ _ D NOTES pipe eta P+p• arch and bar nett" z i a r � .7VTs-2` "i
.� Slope thing. a '_'rea for water drainage
v a Oat Dnnf f a Ltne . "' Fa mukge hoe instaations a e•eswr n rs ra raven me aortcltm M.A.outvee <.. en an ., Remove container and cut circling
Moirh,r RooArny „� -- when Si'o, CG•tt is wed for •ntren..se bolt .W11,1 S. r
8 % - -�+--- '- in ca,' Tien with VDOT prajecls,plowe stone aggregate
Leave solid soil pedestal - do S`1MrlG CHECK VALVE
iOn enl Srtaneorr flom a rMtel;Ohs, rt9u'rina aOs,M tmnn itoM W+rre n, roots if container -grown, or as much not dig deeper than ball depth
o staQ• Chap. _,,,• _ D rota f faea.ilq, _ .Dd•dl a endita,ia, n specdi.d an Man,,tDnetrat,kn is le t„ �: ette,es.0 .�, STANDARD
MX sto:,G,e pOramant shot' nr consvucled �j _ _ _-__-..� _-.- ne,al2 shn.nODO..
4J ,o•urr. A* sheet cennett{on to The R; w one 1.•t.Dt nor aubgrae. �.o._ � � burlap as possible rf field grown
stab&rofbn testier for martin• 0----
U 70•D+s4abl• for Cemmarr.+MEnv pavemart wNch con b• omitted in ,r.'.� O�
TRENCH & BEDDING SUPPORt VALVE
Q 5 u;n the anlrenc..t j t w .::r.
SECTION A - A ♦ Rodalcurb or combnador curb OO• Figure I
erA putts. an Mt Dot be ew atruetad �- _ \ aoxs.,+o rewk to be iM1011*1 under cll erosice contra sicee m accordance Di hole 2-3 times tool ball width b.yend the R/w ene tacept for ; • .,M svetiitcntions. g 1 7-31-00 REVISED PER REVIEW AGENCY COMMENTS J.G.S. R.A.M.
replacement w rpatea. C�-
Guidelines for Grade Change D When ussd a coniunetton with Standard I„- - i Y 2 8-16-00 REVISED PER FCSA AND VDOT COMMENTS R.A.M.
CG-3 " CC 7, the corb face m INs � ,L p P MIN. DEPTH
standard is to be od;usttd to match the Dry asotexldc RI Rep Rip Rap
Enlrence Woken. Oesioble 4e._urn m, u toble curb cent' ualion. FebrR
M
v Kgn (more fhw 1500 vPO) 0 i 3 / Sea Standard CC-12 for Curb Romp design ^Class,- 2' TREE PLANTER DETAIL
lD be used rilh ate Strmdnrd. SECTION 8-8
Clara It 9'
M �a2
Medium (500.15DO VPO) ! 3 Y. 6 X When lhs mtronee rods cannot ntcat-odot4 _-�._...
Ln,. (Nils tan 500 VP0l < 6 y a % the tu,r" requkMWMtS or anlfelpattd htaty NO. DATE DESORIPTION BY CHK'D.
croak traffic, ceoeidefo6on snovld be Oren to
mu►aeinq the Qapplh of adjecrct proposed p,L 3 H Q F REVISIONS
Ildawatk to 7 f troy , Uss TypKd Section stia"natural
an elms or Normal srQe slave, boxorn w;dtn, and dev:n PROJECT NO.
X OptlonM flowena may be used for enhancer
of cM•rut, ditch of norurat ground.
im cut sections.
.� 0pllowlfl Ii,. may taquke .0,061 of a
pwton al putter le preclude ponemg of water.
�HITACRE SELF' STORAGE
METHOD OF TREATMENT' SPECIFICATION � sold A. Mislo sky, yJr� Albert W. Clifford &associates, lllC. DATE
STONE FOR EROSION CONTROL o 6-1-00
rtr„lrnct REFERENCE CERTIFICATE N0. SHEET
z CONNECTION FOR STREET INTERSECTIONS 204, 36s -
J VIRGINIA DEPARTMENT
5e2 AND COMMERCIAL ENTRANCES 4 aTRANSPORTATION°r" ° Q67 E ineers • Land Planners • Surveyors
R - VIRD'MA DIPMTMENT or TRANSPOIlTATION - - 203.0$ - - ►14.01 �j f //_ � v MISCELLANEOUS DETAILS
- GIS ERED 150-C Otde Greenwich Dr. 200 North Cameron St.
PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601
Q ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139
FAX: (540) 898-2115 FAX: (540) 665-0493
E-MAIL : clifford01 bi red.cornE-MAILw liffOm in .c m FREDER/CK COUNTY VIRGIA11A I OF
...... .. •..,,. .. ... v/ ,. „•,. .., .,. v;•n;,.• ./.,ii%i tin .. ,- /' � .,ir r,iiv r ii�r..er.. >, ..., v: ii/vi ...r/./i. irr•:: i,i .r
i ,:ice /•. !/// .4� ////i:iiid .:vn /dsiat</vim % !!ii/' •r4 :/r /%ii� i S rriiir// 'l/i/.i/r- ric /,ri// rr /ivii�/ii f .n,rv; %i' '/ii/Ion•. .//>ii�'
in C� (PTA*�Aj 7PAg�3 TA(p,
CONSTRUCTION NOTES
GENERAL
1. The contractor shall furnish all materials, labor and a ui ment and perform all work including restoration for the
completed installation of the utility systems and all other mprovements shown or implied as necessary for the
completed 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, Virginia
Department of Health, Frederick County, and the contract documents.
2. The en
ggineer 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" 1-800-257-777y7.
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 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. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction.
All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
FREDERICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet
all requirements of the Frederick County Sanitation Authority.
2. The contractor shall coordinate with and arrange for inspection by, the Authority.
3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4r
4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2' in j'�
size. Before a permanent meter is set they require: SHEET INDEX
1) the frame and over be property aligned with its meter box and yoke bar, 2) the frame and cover be set to the final Y ,
grade of the lot; 3 the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4)
all components of he meter box assembly to be in proper working order. It is the developers/contractors responsibility`?
to have the meter box assembly installed correctly. M
�' 5. For water and sewer services that connect to existing lines: f,~� COVER SHEET
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. An application
for service must be made and fees paid before work will begin. b) The Authority shall furnish and install
all 5/8", 3%4° and 1" water services. c) For tl-1/2° and 2 services the Authority shall make the tap and bring 2 SITE DEVELOPMENT PLAN &PHASE 1 RTE. 839 IMPROVEMENTS
the piping to the property line. a contractor is to furnish and install the meter vault assembly. The
Authority will insto0 the meter. dI The Authority will install all sewer laterals.
=arc
6. When an existing wafer main is tapped for the installation of a new line: ` �t :w 3 GRADING, F. !...;!ON CONTROL &LANDSCAPING PLAN
a) The Authority shall furnish all labor and materials to make the top. b) The developer/contractor must: (1) make
app�p�icaGon for the top, (2) pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment r '( f f
when the work is completed. r / ,
f�.w t 4 SECTIONS &. PHASE 2 RTE 839 IMPROVEMENTS
1. The contractor shall tie-in a new line to on existing manhole by core drilling the manhole. r , 5
8. Any water service line must have a double check valve or RPZ bockflow prevention assembly, as required, installed. a { ,, The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required.
9. All fire lines shad have a detector double check valve backflow prevention assembly or a RPZ backflow prevention / ;< Y `," rr" a°' : '� 5 PROFILES MISCELLANEOUS DETAILS
assembly as required. The assembly shall meet ASSE standard N0. 1048 or 1041. A remote readout is required.
SITE <, 6 OFF SITE GRADING PLAN
EROSION CONTROL 1`
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from
Frederick County.: 7 MISCELLANEOUS DETAILS
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia x
Erosion Control Guidelines and local ordinances and to be utilized during the construction period,
3. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed Y rfl
' y ,
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days ", ;'.;', °'� . ROUTS 839 IMIOYEMENTS pHA51NC
when construction is not inr progress. P °9 , tr[,gr� �tr, . t a k
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected
areaa j '� rn___.- �;'_.,_-..:_ �_.- _ _...'' THE PROPOSED DEVELOPMENT WILL GENERATE AN ESTIMATED
5. All unpaved areas of the site which are disturbed this construction shall provided with 4° topsoil, fertilized,
to for
LOCATION MAP 330 TRIPS PER DAY. ADDING THE EXISTING USES ON ROUTE
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 disced, leveled and seeded to achieve lawn conditions. SCALE: 1"= 2000' F839, TOTAL TRIPS PER DAY WILL NOT EXCEED 400 TRIPS
FIRE & RESCUE PER DAY. NO IMPROVEMENTS TO ROUTE F839 ARE REQUIRED
1. Burning of land clearing debris requires a permit from the County Fire Marshall. Burning of construction debris on site is prohibited. OR PROPOSED WITH THIS DEVELOPMENT OF LOT 2. UPON
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs DEVELOPMENT OF ADJOINING LOTS IMPROVEMENTS TO ROUTE
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire
hydrants. Fire Hydrants are not to be obstructed at any time. F839 WILL BE REQUIRED. A PLAN FOR THESE FUTURE
VIRGINIA DEPARTMENT OF TRANSPORTATION IMPROVEMENTS IS PROVIDED ON SHEET 4 FOR INFORMATION
1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) PURPOSES.
Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other T
state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications v V �T 1 vE 1 2000
or plans, the most stringent shall govern. OF
2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration
and VOSH Rules & Regulations.
ry. AMENDED DATE. MARCH 15 200�4
3. When working on VDOT rigght-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 ' DEVELOPER OWNER
certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section
104.04-C. A. MISLOWSKY, JR. Z
4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change JO ANN WHiTACRE TOMS p NO. 0201674
as deemed necessary by VDOT. U Z ( L� a
5. 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. J 683 PAYNE ROAD 3082 SHAWNEE DR. i �' t C
6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the r �/ �p�
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT CLEARBROUK VA. 22624 WINCHESTER VA. 22601
prior to initiation of work. FFSSjONA �G
7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined PH.- 540-667-4863 PH.- 540-662-2270 length of time. VDOT will also require 48 hours notice for any inspection.
8. The Contractor will be responsible for maintaining adequate access to the project from the odjacent public road-
way, through construction and maintenance of a construction entrance in accordance with the Virginia Erosion &
Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be
maintained through construction.
9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction. • • Approved by Frederick County Zoning Administrator
when
All possible,
and sewer lines within roadway d proposed VDOT right-of-way are to have minimum 36" cover and, • (�llf ford �7��1 � � �• f Awhen ossible, to be installed under roadwa drama a facilities.girilbuimn ��`I�°PI""
9
11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined
by the engineer and approved by V.D.O.T. AnI
12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement
of fill. Site Plan Approval Valid for 5 Years From Date Shown Hence Date
13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" PP
lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of Engineers • Lind Planners • SurWe ors S' y3. f �0
optimum moisture for the full width of any dedicated street ri ht-of-way. At the direction of VDOT Inspector
density tests performed by a qualified independent agency sha� be conducted as required in the VDOT Road and
Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval.
14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 150-C ®Ide Greenwich Dr. 200 North Cameron St.
15. The installation of any entrances and mailboxes within any dedicated street right-of-way, shall meet VDOT Fredericksburg, Virginia 22401 Winchester, Virginia 22601
minimum design standards and is the developer's responsibility. / ®® Q
16. If required by the local ed t Residency Office, copies of all invoices for materials within any dedicated street PHONE: (540) 898-2115 PHiONE: (540) 667-2139 Project Number'
right-of-way, must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be FAX° (54®) 665�®493 d
obscured. FAX: (540) 898-2115
17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis.
18. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the sheet Numberof 7
plan sheets or as directed by the V.D.O.T. Engineer/Inspector.
b
\ \ EXIST. 20' UTILITY
\ EASEMENT
LOT 5
I
I I
8+64.69
x
30 FT. WATER &
SEWER EASEMENT
1 45'07'16^ 25 Fy LNG 3' fo?(, 4W
00
0
25' INACTIVE AREA
1 � Rr � r PARr
1 1 PIN ZONED. NERSH/P `�
D. BZ A-2D
1 LOT 4 DB 662 USE VAC,4N, `
ZONED. PG 3 48
0
1 �16�
1 _N 45.07E
1 � 302.29'
W 1- FIRE HYDRANT
bi ASSEMBLY
Z
j
m
1 mfli
7
01 Z IRF f I yV. 79o, LOT 3
tNV. 737.85
1 0
� x
z
1 30.26'
N/F
PROVIDE 10 FT. SQUARE NOTCH TOMS
IN FENCING AROUND HYDRANTS. 1- ARE HYDRANT PIN 75A-6-B-41A
(TYPICAL OF 4 PLACES) ASSEMBLY ZONED: 52 USE VACANT
_ A_ t- Fl12F WMANT
I� MOHSEN ` sx�o - ........ _.......... .
x SADEGHZADEH \ pRxIN :::::':': :':: ::: :':' ':- - :- :-:- .' =LEE D1'TAIL THIS -
LOT 2 P/N 75-A-3 ::.:..........:.. ....'.. �A - - -
ZONED. 92 I WATER
1 OB 639 PG 356 I \� _ _ _ -
i:'SE. RESIDENTIAL 4' (
x
PROP. ARE HYDRANT— -I o
CONNECT TO EXIST. s ""7�" -
8' WATER MAIN \ J
wa
r
i
1- FIRE HYDRANT
ACSFIIRIY 1- .IT A' PIPF
0
W
�
x
����
i-
L' i
cn
IN
m
ri
Cd
i�
o o � o moo• " T. G. ADAMS
........... .. • • • ..................... . :. . y� DURING PHASE 1 PHASE 2 AREA WILL BE DB 748 PG 18�
. .. - -
GRADED TO SUBBASE ELEVATION AND BASE PIN 75 A 6
PARK1
:. ARKiN :... ARIEIN . ....:.' `O�`�s » ZONED: 82
... .
OF 8 -21 B AGGREGATE APPLIED. THIS AREA x
F MAY BE USED FOR RECREATIONAL VEHICLE USE. WW
TP
.'.'. •'... AND TRAILER STORAGE. A TEMPORARY FENCE
. . AND GATE WILL 8E PROVIDED AS SHOWN. C'
40,00' . 30.0T�'•� : 35.00' 30:08': OO' 3D.08' 0.0 �
: BUILDING C4Cn
FHA5E 3 // `- x X X- W
...
':' ;•;: ♦ F.F. 745.25 / / _., ` _ Z N
N .... ::: / o w m
��N .... �N ..... IRS
�w c�w� c`3w� / S Z ; o
. .... 2�d : / IRS
`�
...-.•.:_.. :'::':'::: 250 WATT HPS WALL. PACK. `6'- / / 125� � � � �
SHIELD EXTERIOR FACING UGHTS / / IleQ� _ _
-: _...... TO ENSURE NO OFF SITE GLARE. G / � Of//
;•;• IRS
o /
-t
/ /
16.25 / + o
/ W o O o
.x. x .X- ••- / g g g O
/ F-
P.'.'.'.'..'.':.'.'..:.'.:.'..'.':.'. -.':.'.•.'.'.'.•.•.'.•.act o // 041
Q M cb N o
:.'.'.'.'.'.'.'.'.'.'.'.'.....:.'..'.'.'.'.'.'.'.'...... ......:...... z5q6
r� 00 00 r�
O O/ z
N M d efJ
'd F�QJCC PORARY CDOOUBLENK � 10' CONC. FLUKE / /yY
SWING GATE. / / (TYP. OF 6) / +
`• -PRWDE EC-1 j/ AROJECT SUMMARY
INV. OUT= 740.60 /
TAX IDENTIFICATION NUMBER 75A-6-6-41 0) ^^ S
ZONING B 2 V a6 Ilk
EX: FRAMEBARN/ Ile CURRENT USE RESIDENTIAL/VACANT � Q p� � ui
(TO BE REMOVED) / / / / z PROPOSED USE WAREHOUSING (SELF STORAGE) L t
/ LOT AREA 9.3377 ACRES V N uj
51R. ZB 5.05� / / FAR ALLOWED 1.0 m f
SETBACKS w
ht
TOP=743.90 / /�y'S9s / /5
TYPE:
YPE D+ 00
PROViDED
WMN / REQUI
/ �/ FRONT 35' 45'+ p�
SIDE 55'+ ('0')
PROPOSED PEDESTAL SO �,�' / REAR 40'+ L_
MAX. HEIGHT= 35 FT. ,� MAX. BLDG. HEIGHT 35 24' (EX.) 15 (PROPOSED) C
MAX. AREA-- l S.F. 51K.1R AREA DISTURBED 8.98 ACRES
/ -i co
= 738.75 OUTDOOR STORAGE AREAS NONE 0-
gyp\ / /
OUTDOOR TRASH RECEPTACLES
NONE
61013 S.F.
15%
......j
O�
MINIMUM LANDSCAPED AREA
.
/
TRIP QENERATTON
LANDSCAPED AREA PROVIDED
158,312 S.F.
38.92%
C
-j
g
- -
fTE , 6TM EDITION ESTIMATES
BUILDING AREA
PHASE 1
PHASE 2
PHASE 3
•
x
THIS SITE AT FULL DEVELOPMENT
:D.
WOULD GENERATE 330 T.PAREHOUSE
WAREHOUSEAREA 33,625
26,596
39,375
V
a
E DWELLIN
:::::--::.a� ::
AREA 2,088
N
POL
20 WATER E MOUNTED HANDICAP
ti 41. ti \ ACCESSIBLE SIGNS
SIR. Et GRINDER 34.90 d,,
g n PULLP STATION � o
TYPE: DI-1 �
'I FUTURE WATER (SIZE
xI TO 1E DETERMINED) RIM= 747.83 �. 1- PRO!' TTRf HYDRANTO
15 FT. PRIVATE INV. OUT= 736.0
\ UTILITYENT EC-1 REQ'D.
U11Lff
x
�� - '"'� t•-- I EC-
STA TE FARM Mv Uj
MUTUAL INSURANCE FORCE N ;ONN. -
PIN 75-A-2E IRF ro 2544 38" E I o I
x� 5 29.44'47n WL2 150.00' IRS 1 s F.CEaSE ENT SEE DET LHi 7 -� Q : E
ZONED. B2 XI TI ABANDONED
OB E. OFFICE
1341 EXISTING WELL TO BE 5�° �A l I _
USE. OFFICE C = ABANDONED AND CAPPED TYPE: DI-1 - Cr
x - o, FUTURE METER PER HEALTH DEPARTMENT RLM= 746. 1- 2' BALL VALVE O
o LOCATION REQUIREMENTS. 1 A PIPE 2' PVC SDR 21
WATER SERVICE' --�
CONVERT TO OFFICE
5 FT. SIDEWALK
• ENTRANCETO
O
a
cn
I 2 PLUG (
FUTURE PRIVATE FORCE
�:
L
x/
I' L (
can O C
H.
CONNECT TO EX.
FORCE MAIN. MAIN BY OTHERS
BILL Y G & SANORA
oo�,zz
I �
FLETCHERCS
I
I
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`"
PIN 75-A-4
Z LOT 3 +
x
, °
ZONED: B2
DB 522 PG 569
rn
�? N /F T�I�S' I w
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USE.- RESIDENTIAL
/
00 T.M. /.D. 75A-6 B-41B
o
wv. (
x
ZONED B L
Q
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v`
I
DETAIL AT PROP05ED OFFICE � USE• VACANT i � �
x I
STORMWATER CALCULATIONS
- FUTURE VA. ROUTE F839 IMPROVEMENTS
Culvert Slr,mary SHOWN
�� j u /)
Culvert Inv. In Inv. Out L(f 0 Win) S(%) Type - J I I 0 Y Y N ON S I I F ET `t . I Z i I rrv. {�222
IA 741.90 734.70 135.0 15 5.34 CHP I N / I
2A 743.33 742.60 32.0 12 2.28 plastic �s I
BRL BENCHMARK Rs
3A 744.10 743.53 80,0 12 0.71 plastic I I S cr
o---------------50'--------
2 NAILS IN WPPm
1B 735.80 733.50 155.0 15 1.48 RCP EL = 726. 56 h
2B 739.00 736.00 71.0 15 4.23 RCP INV. (7��oz)
3B 742.05 740M 68.0 12 2.13 plastic �h W. )
4B 74325 742,25 60.0 12 1.67 plastic IRF IRS ��h � (I .
5B 744.25 743.45 75.0 12 1.07 plastic _ _ _ n _ �_
6B 745.25 744.45 60.0 12 1,33 plastic S> 29*44 53 W 251.04 IRS
J
* PROVIDE CG-12 HANDICAPPED RAMPS AS TOTAL AREA 35,713 62,309 101,684 r 5: , C13
STING 15' CMP SHALL BE DIRECTED BY VDOT INSPECTOR. FAR PROVIDED .09 0.15 0.25 o'oQ��
FLOWABLE BCMMLL OR 0 14 w
SUITABLE MATERIAL CONTRACTOR NEW BUILDINGS AND EXISTING STRUCTURES SHALL PARKING V ^
SHALL COORDINATE WITH
VDOT SELF SERVICE STORAGE PHASE 1 PHASE 2 PHASE 3 TOTAL ,� ..
X ; COMPLY WITH VIRGINIA UNIFORM STATE WIDE BUILDI'!G ; J
INSPECTOR. (1 SPACE/5IX}0 SQ. FT.)
crzn awn CODE AND B.O.C.A. NATIONAL BUILDING CODE/1996. STD. SPACES REQ'D. 6.7 5.3 7.9 19.9
THE STORAGE UNITS SHALL COMPLY WITH SECTION 31 STD. SPACES PROVIDED 10 6 5 21 �'
AND THE OFFICE SHALL COMPLY WITH SECTION 304, HANDICAP SPACES REQ'D. 1
x USE GROUP B. HANDICAP SPACES PROVIDED 2 0 0 2 \� T'4
OUT 733.50
1 do ES-1 REQ'D.
CHANGE OF USE PERMIT IS REQUIRED FOR PARKING LANDSCAPING oIII
---�"" - EXISTING RESIDENCE TO RENOVATIONS. ' z o z
NV. OUT 734.70 PERIMETER TREES REQUIRED 7 (AT 1/40)
C LD
-1 & ES-2 REQ'D. ° r� w w
- SEWAGE PUMP STATIONS SHALL BE ENVIRONMENT ONE PERIMETER 1REES PROVIDED 7 Q Z
GRINDER PUMP MODELS 210, 212, OR 214 AS INTERIOR TREES REQUIRED 2 (AT 1/10 SP.) r dNlo��6
w
L- z
APPROPRIATE, CONTACT JACK STATION DESIGN EQUIP; INTERIOR TREES PROVIDED 3 > v a w
C.O. 804-752-6335 FOR INFORMATION. PARKING LOT LANDSCAPING REQ'D. 189 S.F. (5% x 3800)
0 PARKING LOT LANDSCAPING PROVIDED 200 S.F. o
RICHARD R. NEFF W 00
& MARY ELLEN NEFF � 0 NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL
FEATURES EXIST.
_75A ..&-B-12A..._ ... ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE �1 Q
ZONED: 82 MARSHALL REQUIREMENTS.
USE. RESIDENTIAL NEW ELECTRIC & TELEPHONE SERVICE TO OFFICE OR WAREHOUSE TO O
\D ` 1j BE UNDERGROUND.
nszs) - 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 Q
SIGNS- SHALL. BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F.
NO INDIVIDUAL STORAGE UNIT MAY EXCEED 1000 S.F. (Ordinance Sect. 165-44.C) O ,�
76 74625 745.45 60.0 12 1.33 plastic ym �:•. `� °
8B 747.00 74. _
645 65,0 12 0,85 plastic '
9B 747.25 747.20 55.0 12 0.09 plastic
_ Y PIKE
G AI
Storm Net Summary, and Sump Net Depth and read Calculation _ �•✓• ROUTE 11.::_:.�ALLE
y P �P Spread � .. _..-_�.__..
Str. No. From Q(lOkfs Inv. In Inv. Out Top Eiv. Type Throat(ft) __ . - ROUTE 1� _,/A�t Cv
..........
IA POND A 1L9 741,90 74L90 746,50 DI-i y PIKE(VARIABLE MD• �----...._.__..__ ..... ..... . ........
2A A211 4,6 743.53 743.33 747.83 DI-t
ED. EX. SHOULDER-" ..._
3A A3,1 LI END 744.10 741.60 DI-2B 12' . �� .. . ............. .... . . • N P�JTED SPEED LIMIT- 46 M.P.H.
IIIIB1.X 21.4 736.00 735.80 738.75 DI-1 REF.
2B POND B 20.4 739.00 739,00 143,90 DI-1 �~
' 3B B31 12.9 14225 742.05 14625 DI-1 GRAPH/CSC.4LE �'� �' T� ����� �R� U. S. ROUTE 11 AND VA. ROUTE 839
4B B4.1 11.4 743.45 743.25 747.25 DI-1 BENCHMARK 50 25 0 50 Too INTERSECTION IMPROVEMENTS TO BE DESIGNED
5B 135,1 9.5 744.45 74425 748.25 DI-1 SI ffp(J�.=1(�' ��(�(r,� WHEN WARRANTED BY FUTURE DEVELOPMENT.
6B
B6.1
7.4
745.45
74525
74925
DI-1
2 NAILS IN WPP
7B
B7.1
5.8
746.45
746,25
75025
DI-1
8B
B8I
4.0
747.20
747.00
751R
DI-1
EL EV° = 7J 3° 48
9B
B9.1
2.2
END
747.25
751,25
DI-1
0
EMENOMMOM
( IN FEET )
1 inch = 50 ft.
PROPOSED CURB & GUTTER ..........
PROPOSED CURB & REVERSE GUTTER
PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 2A)
PROPOSED CONCRETE AREA ...........................
.... ...
,
PROPOSED HEAVY DUTY PAVED AREA ....... .......
.........__ ............
.......... --_
PROPOSED GRASS AREA -- ----- ------- -
---
PROPOSED EASEMENT AREA --- --••---•--- --------------
ZONING BOUNDARY .......... ........ ...............
ZB
UTILITY PEDESTALS .. ................... . . ...............
EXISTING STORM DRAINAGE & STRUCTURE - - - - - -
- - - - - - -
PROPOSED STORM DRAINAGE & STRUCTURE --
----•-
PROPOSED WATER MAIN ........... .. ..... ..
. . - -+ W*--
EXISTING WATER MAIN ----- -- -- -- -- ---
- --
PROPOSED FIRE HYDRANT .................. ------------
PROPOSED GATE VALVE & BOX - - - - - - - - - - - -
- - - - W*-
EXISTING SM. SEWER AND MANHOLE ------------- --------------
PROPOSED FORCE MAN SEWER AND MANHOLE --------------------
PROPOSED UNDERGROUND ELECTRIC SERVICE ..
. . .. .... --i EIEC (-
PROPOSED UNDERGROUND TELEPHONE SERVICE ... ......
. .. . .---iTEL1---
PROPOSED GAS SERVICE ........................................
GAS
6' HIGH CHAIN LINK FENCE ------------------------------------
-o 0 0-
wC*�
� W q
Wo�z
W
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v�
q W
SCALE: 1" 50'
DRAWN BY- IDS
PROJECT NO.
DATE; 6-1-2000
(SHEET 2 OF 7I
0
0
RIP RAP VDOT CL Al, 3'x4'
:5;
�
m
(TYP. OF 4 ALONG THIS P.L.)
6 FT.
SET 3'
HIGH SECURITY FENCE
BEHIND PROPOSED CURB
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11
`TV
- -- -- ��\
8 WATER
ml
T C 747.60 T C 748.50 T C 745.60 1 C 746.50 T C 744.60
�j
146 9•
150.00 749.00 748 8.00 747.E 745.50 46.00 MONO jam �h
Z
747.05 46.00
x 7x x 744.00 �' \ F w
o
� N W N
Of
M
= z W
? g a
\ Oz 2 S M O d O W
DUILPING C m o Z
s W �z8 =o
CHASE 3 = z � 0 In
C) =al
0
M g
U. 745.25
O ]� vi ?goNN Lu
� n
Cn cn �, U Ln
N cv o cv 9 P 8 8 9 e P
v LL1 <o o .LLl
Z cS�
`v `V i.Ll r-, d 744.75 - - - -
� � r` �: � r. � ._ 745.25 EVERG SCREEN UIRED
x x �� x� �� X.- x �� x C� x x u� E PARAG
PER ORDINANCE
�- n' �- --' a
,� 744.50 165-44.F.(1) N �_ p g
N
\ OQ M N GV N
o - SEE DETAIL SHT. 5 OF 7 N o o^ �, o 0
p> CO G N M d- CD t•
L
THF ENTIRE EVERGREEN SCREEN s ~-
(54 PLANTS) SHALL BE INSTALLED_-: AS q
PAI T OF PHASE ONE. / �,
' � �� ..
5 45 O 5♦35
_
Q
TYP DI-1 -goo OVAL_ w >
RIM 748.25 TYPE: 1-1 TYRE: E: DI-1
T C 745.00 RIM= 47.25 RI 746.25 146.00 145.00 �
70Lb
148.2 x 146 OQ 744. 745.00 � � �
749.00 749.0 748.00 7Q.00 47. 747.00 7 746.00 0 50 a /
148. 7.25 747.75
i'
44.00 � oz
] 749.00 748.00 1 A/
/
c
Cd
EC 1 � co
�IRNI
roDE EC-1RIP RAP VDOTCL Al, 3'x6' EDIMENT.TRAP o
INV.- OUT= - 740.60 .Cq
RIP RAP VDOT CL' 1, 3'x6' ��� WA/STO VOL. _526 C.Y. 221 C.Y. ,D. N
�� RYA RAGE VOL.=704 C.Y. 221 Q D. a -C
� � x IMAGE AREA TO 13=3.3 AC. / C:
_ EX --FRAME--BARN- - _,� // w
N N N (TO BE REMOVED}
_ _ rt r^ �_
x X (r) �' X � �` 5TR 2B �' F > W
v ♦ /
Z Cif -a � r` -
747.aa
o ¢ o = TYPE: DI-1 X /
A
rn rn -
TOP=743.90
WMLH (0
IP o o W o maw
5� G�9AP %CSCALE r Q Z
RI ;: UDOT ' �w a w
/ 747.00 30 : 15 0' 30 60 > � w �
CL 1,�1 x6X IN
a
/ W 00
tO� IP �D`O ��'� / 1 inch FEET
TO ft.
5TR. A 5TRJD
xl � -
T C 753.00 T C 746.85 Q
TYPE: DI 213./ TYP : 1-1 z
RIM .� '7 .60 T C 745.0 x _
738.75
\ 1 C 752.00 x x x 747.0 -
1 752.Ca 152.00 752.0 52.00 751.00 751.00 749.35 150.00 750. 50 749.00 749. 747.50 148.00 748. x 747 0
y y
..�. .s
55
,I ♦ � ►��/rir� � �3iir!
F.F. 75215
Lei
1!it MENEM
r �/ 1+ +! 11 i i 1 11
i
Aso
J1 t1 it
Mon
L0 �..
I - �N� CNN. �`NN �N�
LC)753.25 r� Cla
L3J V J f Z (S)Ln
i
CZ<C x x Q,Q x_��T xo_,
t_1_ N N �- try N _-^--1 � L,� C�f �� (�F.. L.L CV
tom-- J �- J n
a
�? o io 0
Ln
L-A
I ) C - C> CD -
O
1 N Fvs
(10
EM Q)
5TR. 95 , 85 5 ; 75. 57. 65
J TYPE: DI-1 TYPE: -D1-1 TY : DI-1 TYPE: DI-1
752.10 RIM_ 751.25 RIM= 751.00 RIM= 750.25 RIM= 749.25
x x 751.00
753.00 753.00 753. 52.00 0 75 .00 752.00 752.00 52 00 . 752.00 7750.40 751.00 751.0 749.25 750.00 750.00
j x 152.75 1.25 C9B 751.75 1.00 o8 751:75 0.25 M, , 750.75 749.75 C65,
I 57.00 L=753.0 P !P
758.OaA 153.00 752.00 152.00 752.00 752.00 752.00 152.100 751.00 751.00 751.0 a0NY
750.00
0 lP P
752.30 °
' T C 752.30 RE ATE FIRE HY1 T
SHOWN AN
OVIDE BOLLAR S
7510
1
EXISTING FdE �D
HYDRANT ASS MBLY
IRF HY
�_ _
L3 IRF
N Cfl N \Y CAI N � N N
Lu
X ;�. cv X ^ Z X X X Z CSC o
o _ z�^ �_
.� ma`s' o --,<�la a JZ6.
x 1
N
T C 750.80 xT 751.50 1 5N6o
E_1 8 WATER
p
T c 741.75
T C 74 .33
FRAME DWE[11
TC7 .33 TC148.10 I� v
RIP RAP- VDCT
CL Al,3 x6t 44 ---746
J, PO N D
TE P SEDIMENT TRAP FR. 2A i
142.ao
KFCp - I PLANTING SCHEDULE
STORAG VOL.=260 C.Y. 170 C.Y. REQx,D.) 743.Co TYPE: DI-1 P I J, DRY ORAL VOL.=885 C.Y. 170 C.Y. REQ D.) RiM= 747.83 7 6
DRAINAGE AREA �53A� s
748 C I -
_
748- _
746
RF
GRAVEL ARE/
--
--� �. -- - - - PROVIDE ES-1
740 & EC-1
SF
-_. --1 INV.= 733.50 SF
i + RIP RAP VDOT CL1, 4'x8'
PROVIDE ES-2 & EC-1
INV.= 742.60 + I ' PROVIDE ES-2 & EC-1
RIP RAP VDOT CL1, 3'x6' ! I INV.= 734.70
57♦ 1A I RIP RAP L1, 6 x8
i
TYPE: DI-1 S TO PROTECT
�._._ ._... � j I
RIM= 746.50 i SLOPE FROM SHOULDER.
WHIT ACRE SELF
STORAGE
STORWWATER
CALCULATONS
Culvert Summary
Storm
Inlet Su!rq, and Sump Idet Depth and Spread Calcdati ft
v
Culvert
h. In
Inv, Out
L(fb
DW
0
Type
Str, No,
From
000)cfs
Inv. In
Inv, Out
Top Elv,
Type Ttroat(fb
IA
741,90
734,10
135.0
15
534
CW
lA
PLAID A
11.9
741.90
7490
746,50
DI-1
W
2A
743,33
742,60
32.0
12
228
plastic
2A
A21
U
M53
74333
747.83
DI-1
3A
744,10
743,53
80.0
12
0.71
plastic
3A
A3.1
1.1
END
744.10
747.60
DI-211 12'
IB
73520
733.50
155.0
15
1.48
RCP
1B
Btx
21,4
7XOO
735.80
738.75
DI-1
SCALE:
I" J0 ,
2B
739A0
736,00
71.0
15
423
RCP
2B
POND B
20.4
739.00
739,00
743,90
DI-1
39
7426
740,60
68.0
12
213
plastic
3B
B31
12.9
742.25
742.05
74625
DIA
DRAWN BY:
IDS
4B
74325
742.25
W
12
2D0
plastic
4B
B41
11.4
743,45
74325
747,25
DI-1
PROJECT NO.
5B
74425
743,45
60,0
12
1,33
plastic
5B
B51
9S
744,45
744.6
74825
DI-1
6B
74525
744.45
70.0
12
114
plastic
6B
B61
7A
705
74525
74925
DI-1
DATE 6-1-DO
7B
74625
745.45
75.0
12
1.07
plastic
7B
B71
5.8
705
74625
75025
DI-1
8B
747A0
746,45
65.0
12
0,85
plastic
8B
B8.1
0
74720
747.00
-151.00
DI-1
SHEET 3
of %
9B
74725
7473
55,0
12
0.09
plastic
9B
B91
22
END
74725
751.25
DI-1
86 FT. MIN. RIGHT-OF-WAY
50'
VARIES
EC-2 RECQUIRLU
A GGREGA TE L A YERS TO EX TEND / ' BEYOND EDGE OF PA VEMEN T
ROUTE Fb39 FUTURE IMPROVEMENT5
N.T.5,
v \. WHITACRE SELF STORAGE
STORMWATER CALCULATIONS
Culvert Summary Storrs Inlet Summary, and Sump Inlet Depth and Spread Calculation,
Culvert Inv, In Inv. Out L(ft) Nn) SM Type Str, No. From Q(10)cfs Inv, In Inv, Out Top E(v, Type Throat(ft)
/ << lA 741.90 734.70 135.0 15 5,34 CMP I POND A 11.9 741.90 741,90 746.50 DI-1
2A 743,33 742.60 32,0 12 2,28 plastic 2A A2,1 4,6 743.53 743,33 747,83 DI-1
3A 744,10 743.53 80,0 12 0,71 plastic 3A A3,1 1.1 END 744,10 747,60 DI-2B 12`
0
1B 735.80 733.50 155.0 15 1.48 RCP 1B BI,X 21.4 736,00 735.80 738.75 DI-1
�6 p0 2B 739.00 736.00 71.0 15 4.23 RCP 2B POND B 20A 739,00 739.00 743,90 DI-1
3B 742.05 740.60 68.0 12 2.13 plastic 3B B3.1 12.9 742.25 742.05 746,25 DI-1
~_ — �Ik 4B 743.25 742.25 6B 12 1.67 plastic 4$ B4.1 11A 743.45 743.25 747.25 DI-1
? ' "a STA. 4+72.32 5B 744.25 743,45 75.0 12 1.07 plastic 5B B5,1 9,5 744.45 744.25 748.25 DI-1
I " 6B 745.25 744.45 60,0 12 1.33 plastic 6B B6.1 7.4 745.45 745.25 749,25 DI-1
END CONSTRU TION
I. ��' 7B 746.25 745.45 60.0 12 1.33 plastic 7B B7,1 5.8 746,45 746.25 750.25 DI-1
R I' I ' _
AME I ,moo B9 22 END 74725 75125 DI-1
D WE I f ! n fO I � 8B 747 00 746 45 65 0 12 0 85 plastic 8$ B81 4 0 747 20 747 00 75100 DI -I
LLIIV I' - J f' V ,..� 9B 747,25 747,20 55.0 12 0,09 plastic 9B .1
. _..... f
' 41 U.S. RTE. 11
i
12' SAW CUT EDGE
i Existing pavement
x ement
7 6 1 = �s 2' SHOULDER AT 1 "Y REQUIRED w
d ! Y
EXTEND BASE 12" BEY
' RB / OND E.P.
i GRAVEL AREA
1LK
" PROVIDE TACK COAT
8 1.5 SM 12.5A
3
BM 25 0
8 21 B �
CROSS SLOPE TO MATCH EXISTING
Fr= "
PROVIDE ES-1
I INV- 73350 SECTION C
-.66N.T.S.
k.i
RIP RAP VDOT CL1, 4'x8' _ _-
i 1 _ :,,:: PROVIDE ES-2 & EC,1
INV.= 734.70 12' 12' WIDENING
f
RIP RAP L1, 6'x8i
TO PROTECT
NSLOPE FROM SHOULDER.
i VA. SEC. R7 E. 839
9 3 1 1/2° SM 12,5E (FUTU E)
VDOT CG-6
}
}�-
{ :<� r•'
I �30 ! EXISTING
{ i
PAVEMENT
3' BM-25 (PHASE 1) 8" 21 B
INV. (725.29) '-
SECTION B-ROUTE 839 WIDENING SECTION
_... N.T.S.
40'
PROPOSED GRAD£
EXTEND 21B 12" BEYOND
BACK OF CURB.
FHA5ETWO ROUTE 839
MPROVEMEN15
1
7-31-00
REVISED PER REVIEW AGENCY COMMENTS
J.D.S.
I R.A.M.
8-16-00
REVISED PER VDOT COMMENTS
R.A.M.
SCALE: 1 "=
30'
P T H Op
aid A. Mislowsky, rz
0 CERTIFICATE NO. —
�0 A
glilbert w. clif f ord &
Engineers Land Planners
associates, inc.
• Surveyors
NO.
DATE
DESCRIPTION
BY
CHK'D.
REVISIONS
WHITA CRE SELF STORA GE
MISCELLANEOUS' DETAILS
PROJECT NO.
DATE-
6-1-2000
SHEET
�f20
GIST RED
PROFESSIONAL
ENGINEER
150—C Greenwich
Fredericksburg, Virginia 22401
PHONE: (540) 898-2115
FAX: (540) 898-2115
E—MAIL : clifford0l bi red.com
200 North Cameron st.
Winchester, Virginia 22601
PHONE: (540) 667-2139
FAX: (540) 665-0493
E—MAIL : wcliff®mnsinc.com
AND PHASE' TWO VA. RTE. 839 IMPROVEMENTS
FREDERICK COUNTY VIRGINIA I
4
OF
PROPOSED GRADE
750
PV
36" MIN. COVER
REQUIRED
STA. 0+90 TC STA. 3+10
LAY PIPE TO AVOID HIGH PT.
740
N
M
M
O
N
�
.I-
�-
J
N}}
�•�
'Co
I
OD �a
I ! 1
730
0+00
1+00
2+00
3+00
4+00
N �A
I'7 N
� n
8
o
V
1 1 YI
DATUM ELEV
730,00
5+00 6+00
WATER LINE PROFILES
6I� S
8
g
750
- _ -
cn
_ _ _ _ 750
i
750
m
I it
POND A
_
aD I „°R
744
744
744
0
750 ��
N
738
1 "
_.. 5 RCR
Z
— 738
738
_
. .
C18
155 FT 15" .01. �-\
RC 48%
0
c3a
;
80 FT. 1'2" P
744 LASTI
_® 0.?1% C2A
732
732
732.
32 FT. 12" PLAS
2289
PROVID EC-
PROVIDE EC-1
738
t
726
726
726
725
DATUM ELEV
DATUM ELEV
725.00
735.00
0+00
1+00
2+00
,w
j
0+00 1+00
STORM DRAIN RROFILE5
Lj
a
U21
- v
im
N
w
745
x
-
N
EX. GRADE
N
W
PROP. GRADE
740
FORCE MAIN CONN.
735
SEE DETAIL SHT 7
M
2" PVC SD'
R 21
FUTURE PRIVATE FORCE
�
`Y
CONNECT TO EX.
N
MAIN BY OTHERS
FORCE MAIN.
0
730--
0+00
1+00 2+00
SEWAGE FORCE MAIN PROFILE
3+00
M A a0
Cri oo 0o
h
0+00 1+00
WHITE PINES OR LEYLAND CYRESS
545 TOTAL TREES REQUIRED MINIMUM 6 FT., HIGH AT PLANTING
8'
Z_ PROPERTY UNE
f z"
PROPOSED CURB 8'
6 FT. HIGH SECURITY FENCE
EVERGREEN SCREEN
5EE 5HEET 3 FOR LOCATION
0+00 1+00 2+00 3+00
GRAPHIC SCALE
50' 250' 50, 100'
1 INCH = 50 ft. HOR/Z.
1 INCH = 5 ft. VERT.
0
EMERGENCY OVERFLOW PROVIDED
ELEV. 746.50 (A) , 745.00( B)
Rol
V. D. 0. T CLASS —1
Al RIPRAP
20x35 (A)
12x30 (B)
g
co
o /
/
ti c'
o� /
flU
CLAY CORE
V�
n
4+00
�--- 4'
12" TEMPORARY PVC STUB WITH
DEWATERING DEVICE. REMOVE
FOLLOWING SITE STABILIZATION.
100 YEAR WATER SURFACE
—ELEV. = 746.34 (A), 744.30 (B)
—10 YEAR WATER SURFACE
ELEV. = 745.55 (A), 743.26 (8)
— 2 YEAR WATER SURFACE
ELEV = 744,62 (A), 741.84 (B)
-3" ORIFICE_ AT 741.90 (A), 739.00 (8)
(PLUG DURING CONSTRUCTION)
REMOVE PLUG FOLLOWING SITE STABILIZATION
-PROVIDE CAGE TO
PROTECT ORIFICE
PROVIDE 44' CONCRETE PAD AT
ORIFICE INVERT.
NOTES:
EMBANKMENT TO BE PLACED AND COMPACTED
IN 8" LIFTS. NO TOPSOIL, ORGANICS, OR STONES
GREATER THAN 6" DIAMETER SHALL BE USED.
MATERIAL SHALL BE COMPACTED TO 959 OF
MAXIMUM DENSITY AT PLUS OR MINUS 29
OPTIMUM MOISTURE.
CLAY CORE TO EXTEND 5 FEET BEYOND ENDS
OF EMBANKMENT, AND 2 FEET BELOW EXISTING
GRADE. THE TOP OF THE CORE SHALL BE A T
ELEV. 745.60 (A), 743.30 (B) .DEPTH OF CORE
TRENCH IS GENERAL, ACTUAL REQUIRED DEPTH
SHOULD BE DETERMINED BY SOILS SPECIALIST
AT THE TIME OF CONSTRUCTION. MAXIMUM SIDE
SLOPE IS 1: 1.
CLAY CORE MATERIAL SHALL MEET THE FOLLOWING:
UNIFIED CLASSIFICA LION: SM, SC, ML, MH, CL OR CH.
PARTICAL SIZE: 95% PASSING 1/2" SIEVE,
48
15" RCP
#5 Bar E. F.
3000 psi Concrete
collar 12" thick
48" -
ANTI —SEEP COLLAR DETAIL
not to scale
N C/7
0 w w
0 0 0 0
U U LD
� � Z
z
� �w
a CE
C U C-)
w
a �
0
w
a a a
O OCID
S
M I
a r-- o ao
•� (09.
0 o Z
s >�
C 0)
w s
CIS
m
L
C
C
Cd
J
is
Pont
LQ s
4)
V 4
3 yl:
1
J
oN3 a
�cho
Jz
2`F_D W
O wo
w
w
0CC�
w O
U
w0
v�
V
J
O
W
SCALE- I" 50f
DRAWN BY: ✓. D. S.
PROJECT NO.
DATE: 6-1-2000
DETENTION POND OUTLET DETAIL
SHEET 5 OF%I
SCALE: 1 "-30'
DRAWN BY: ✓DS
PROJECT NO.
DATE. 6-26— 00
SHEET 6 OF 7
METER BOX and COVER
SILT FENCE CULVERT INLET CONSTRUCTION OF A SILT FENCE METER BOX (See Note) METER BOX COVER trench width
(WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE 18 in. Dia. Non -Traffic M32C-PW as re aired
PROTECTIONTraffic A32HH - T s
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH S" dio. schedule 40
UPSLOPE ALONG THE LINE OF 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) a'" steel pipe filled
ENDWALL STAKES. 70' MIN, EXISTING Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) _..: concrete and pointed
PAVEMENT A _ • yellow �•
7
6'�• A 3 5:1 Note: 1 /2" thick polyethelene plastic 30" deep { • 2
(vertical crush strength shall exceed 3000 pounds) treated 2"x 4" with !.,..'
FILTER CLOTH P6^ tnN A MOUNTABLE BERM top -6pointed blue ton dio 1 -S" Q
(OPTIONAL) concrete
4 / meter cover
TOE OF FILL -� i�-' i ice" =1 / encasement
CULVERT _ ---�J SIDE ELEVATION set 2" above 3
f /'� IIiI fin. grade prior concrete pad 1'-6" sq. x 6" deep x
G�i � - G--�-� ,- EXISTING GROUND varies as required to sodding '$" concrete
TJ
_ thrust blockAR DETAIL
corporationBOLL D FLOW �- - r / 70' MIN. 18-21' meter b F.C.S.A •, � ,,
7
-/ stop ���111 3" stone bedding _ y meter box r ,
III III T B WASHRACK 10, MEN. surrounding box
4"
angillcheck valve
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 4 36"min. with drain valve
TO STAKES AND EXTEND THE EXCAVATED SOIL. 12' MIN.y 10' MIN. EXISTING 8"min. Dal1eva� e U yp I direction of setting to be approved prior to installation
I U screw t e
IT INTO THE TRENCH. PAVEMET L adjustable valve
0
36' min. I
TOE OF FILL water tubing, )1contra copper
2 ft box \ 2
o b -{- witmam tolnmseteom
+ I main 6" stone bedding as required concrete pad 1'-6" sq. x 6" deep
0 0 / VDOT #I I ~� POSITIVE DRAINAGE 10, MIN. valve megalugged
SILT FENCE o o �j COURSE AGGREGATE TO SEDIMENT II locator peg 2" min. - 6" mox.
. B + TRAPPING DEVICE _ t� METER SETTING PARTS transition to meter to main
DISTANCE IS 6' MINIMUM IF FLOW / setting as required megalugs
IS TOWARD EMBANKMENT v / . yoke curb & gutter
I line meter angle yoke angle check expansion i
� fill �` III MUST EXTEND FULL WIDTH size size boll valve valve wheel-megolug
OF INGRESS AND EGRESS Street
J OPERATION PLAN VIEW 3/4 5/8"x3/4'Y502 BA94-223W HHCA94-323TD-G EC-23 :,y i I
FLOW / ,�3• ; _ screw type
^' _ %� i" 3/4" Y504 13494-344W HHCA94-323T0-G EC-23 3'
L.r✓ _ /%
12]TM
Nstone to be minimum adjustable
of 6" above fo of baset1" Y504 t3A94-444W HHCA94-444TD-G IEC-4 o P
FLOW 12' MIN. :•, I valve box
OPTIONAL STONE COMBINATION I,� Ili INSTALLATION NOTES: x•a••.%• ' .'• a•V DnP
_ 3" MIN.
sidewalk<i »' locator peg
SHEET FLOW INSTALLATION^ 3" MIN. 1. Exact location of meter box assembly IT thrust 18' to 24'
(PERSPECTIVE VIEW) to be approved prior to installation. c...... block 8"x 8'k 16" solid block megalugs
:: i "..type :;
1 0, 2. Water service crossing street shall be Y ' Y (for valves 12" and larger)
1.5' FILTER CLOTH :;•:;:;6 -
encased in 2" dia. SCH40 PVC or M
- --i-- SECTION A -"A 4) copperiii �t _
t I SDR21 piping. The piping shall run from3J4type K o a
:..
F OM PP 9• PP 9
6'-7" one foot beyond sidewalk, across the
� A A y cropper for
street, to one foot beyond sidewalk. siingle meter
installation / Y • , .' mechanical joint
\�\\ 1 "x3 4" Wye , ,
FLOW \ . +. + + 4- + DUAL METER INSTALLATION ? swivel fee with
-- 0 -- 2.5' \ + ' ...: K . ; +r : .� #+ t 6 branch
S/8", 3/4" & 1" METER INSTALLATION
- GATE VALVE
Figure 5 Figure 8 FIRE HYDRANT ASSEMBLY
AMENDMENT NO. 2 - APRIL 1997 g Figure 9
/ POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE AMENDMENT NO. 3 - OCTOBER 1998
•VDOT #3, #357. #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN DRAINAGEWAY INSTALLATION SECTION B - B
HIGH VELOCITY OF FLOW IS EXPECTED (FRONT ELEVATION)
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCB: Adapted from fnatatkUm of Stray and Fabric TAter Barriers for eat coat:olYL DSTC PLATE. 3.05-2 SOURCE: ADAPTED from 1983 uaryknd Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 R 0 CK CHECK DAM
Sherwood and llyant
2 ACRES OR LESS OF DRAINAGE AREA:
e"
3'
FILTER CLOTH
(OPTIONAL)
Es-1 Es-2 (DOWNSTREAM VIEW)
END•SECTON 12"-60' Pif E A,.TERNATE END -SECTION 12 60" PIPE Pay Line_ ALTERNATE CONNECTION
Hub 3^d o, 0�!�b+eM sechOna __ Pay- re f✓"�"• '�-
rSpend a: sdN end•Serignf /Hub a�,d maN4l c"si-sec r,oro _ _ -_.- � _
qot 5pgnl end an iMat.nd-a•c•gnt ..-----' Din.
Oio. - Connector Sect, u, ;nreodea C - VDOT1
X
F--_--- -- , x j x Rad 1 -- COARSE AGGREGATE
Concrete to be E Concrete to be
I 4000 PS' Sirn 4000 PSi Min
FLOW 4''1
3
- y I
PLAN PLAN 4• Toe plate to be punched to match holes in skirt lip. 3/8" 90ty. baits
to be furnished. Length of toe plate is Wr 10" for 12"to 30"dio• pipe and Ylt 22'
r - B -- -1 c s ---- i REdger Skirt S pipe.
L t:ed for 36" to 60" dia. i e.
}" l �� I a Section for 12" to 3e dto pipe to be made in one piece
�aura•�ti-�,���� I _ .,G_//`^ � Skirt Section Skirt Section for 36"ia 5a°dia pipe lnoy be mode from 1ka sheets joined by !ival-
V_.._,. _ ,r
2-10 ACRES OF DRAINAGE AREA.
�sgel fa erd«rege_ 1 C onnectoror aSect on center me Plat ray be Constructed o 3 pieces
_ �t_�[tq!•:•ur or � • Ion, Corner Plate and Toe Plate to be some street thicknesses skim,
t A / p '•.�� � end -sections and fittings ore to be steel or alum+nu!r, away for use with like pipe.
_....1 �� � .�I
I- - D I• -- -- E i- E - - 'I --,r= P' W --4 4
SECTION X-X END ViEW SECTION X-X END VIEW --
r---END-SECTION PIMP*JQNS PLAN Where Pored End-Sect:ons are
DAM .-T A 7- 8 D T - to be used wih'asphalt 1 1-'Approx. 2'/2-f Slope
END -SECTION DW.NSION_3 --i-� T •' - coated arxi Dove metal oeyt I � �-
��FILTER CLOTH
DIAM. A a C D E JS= --� -_ .2^3a 3-14. Sr.lr. - end sectians do not need
le a 2:3_=EQ -q to be coated or paved. 1 (OPTIONAL)
12" 4" z 0 2' 0° �. _.r 0' a -+ - .-- - rQ•
_---. 21 I 9 � 2'-II' 3'-
15" 6 2•-3" I'44 4' d' 2'6" - ---
Ig' 9" 7-3" i'-9" 4'-0" 3'-0• 24 10 4-- 2:-9" 6-3-„� -S? 1 VIEW)4'- (DOWNSTREAM
24" 9LI" S 7 2
30" I 0 4 6 1 6 I 5 0'IfR._1 .�:- �.,
3fi- I 3 5 3 210 8_i. a 0" 41�r_ i-o
-9� �5 --It 8 2` 6 OT 1y1
ae _ '`�s-2"? o TYPICAL CROSS SECTIONCOARSE AGGREGATE
2'_T48 2 0 -6 0 2' 2' i 8' 2 I7 17' T_ _*��rrlyyl _�=4' 7- h. I S,� --- - g,
n__.. ._.. -... _ J _ 9-Y..._ __g-.�..�.. -� Y...i I PIPE SHEET TW-KWSS
04 2'-3 5-5 2.9li" 8'-21;" 7=6" ---__ Toe
�' ,-2-II $ _0 - 8- e-0 d4 S•rEEL 0.LUMINUM 4" IT 1 2 T C .!_ Plate
.-' 11" -- - . , l• -T 12` 064' 060" 6• 6` 6' 21' 24' 24'
C.-T 13Q' I � H 15' .064' .060 7' 6' 6• 26• JO" 24`
- i
' 3'
i �� �-�-.06ar� .pAO �� B 10 6 313624` 7
ZI" .064• .064` 10• (2• 6' S6' 42 ( 24
NOTE. Pipe 4ernlhs.hc n,panc me Toe Plate 7.. ._ a..- - i..- _. a_.__
_. -•~�- ..-..- ___ 24 0 4-'.060_ 10 l3 -6
01 9.0 or Eed- ca n dh<yn,nr,Wn - '._-.. _ _ _
Fzp�'�`o+ b•xI.!! H !te camcc'cr al»:!s - �,--'- `-- ZTi3+'>` 064` .a75` 12a 16' A 8i" 60` 24" t
ivrrt-' _ ` ro use na af" ale design shuw,m --Hosea On fZ" Centers -Max. - t_ 36'_ . 064• M' I 14' 19' 9' I 6U` T2 'S6' I �."I11a5'$ I RIPRI#Iq
•he �pht, krgtr+s w�l to red•SCd by
I!v UNerase :n d:T.ension"0 ELEVATION 14A' .a64" .t09 r 8 21 12 t 7e, 90 24e1
E SLOPE DETAIL s4 064' loq- i t03" 1A 30" 12 A4 t02 36' '
so , 4/ILW` .' L135• la' 33' ii' a7• ti4' � 36` SOURCE: VA. DSWC PLATE. 3.20-1
SPECIFICATION It H SPECIFICATION
REFERENCE FLARED END -SECTIONS FOR CONCRETE PiPE CULVERTS FLARED END -SECTION FOR 12 - 60 METAL PiPE CULVERTS REFERENCE
_._�______ �'QR MAIN GV r3 .f�1(�. '4L TERA�.
302 VIRvINIA DEPARTMENT V;RGINIA OoPARTMENT
302
01 TRANSPORTATION N.T.S.
TRANSPORTATION 102 01 102.02
Prune codominate leaders DO NOT prune terminal
leader or branch tips FORD 011-666 COFrtROf.
SAU VALVE W�2' FLAPPER TYPE SCH 40
Prune rubbing or PRfrSri�SefliRE MAIN OP NUT (ttiT67) SWWG CHECK VALVE
J y-XX Site,I Opp, corn Sane CC-n DETAIL I DETAIL 2 DETAIL 3 EC -I cross branches 2" SOR-21 �• � M,��P x 1 SOR 2
IROdus to be of awlodn us nw'nr+•• T'''- 1 I��• JWr�-•l.� II
. ha.n on binrx) A '1 GASKErM ADAPTOR
raobwoy _ _ _ i S���"�`,�.�(i I -,x
q (Rbd'va to be as',. 8 1 i' �w GASKETM X
1 aodd mbi,'.1'n .ho"n on pions, �2" �... ; . , A -- I-- ..� �. _ ,T _I h angles 1 L. � _ ` � Prune narrow crotch 1lZ
=;/ (', _ I E t C+ I A - -- -� ` and water spouts
tc
\ i BRANCH
st'd. Ca-a1 ^ ' A DO NOT stake or wrap
~ f 1 Irbil -� 1'` 4 rhr l 1. i ,gyp --� trunk unless necessary r- Prune broken branches
�. I ..1�;. -� } general backfill Remove all taps and Iobels 1 1 1 1/2 M.I.P. X 1 1/4
Gran Al lH
Prune suckers SO7.
ROR P.L
. .III. � gQA�p�'jt({jR•�/�
Exonns� rat I - \l C.pmvm do:nt s 1-_....._3H g ` 0 D I VALVE BOX
A -.J I ! g"_� 8 ' Cut oway all baling ropes 2"-3" mulch kept away from trunk ����p
1 SECTION C-C -t -3H--- �'
rote: Width "t1" 21
-D' d, as udh°ne road.oy •-<z _ t �'
shown on tvpkataertwn �' s� 3H 24" careful) compacted $Oil well to contain water
PLAN VIEW ` - f �` top I H ! elect backfill
Remove to of wire basket C1 ySCR� DwA
i i� T. SEW TR// Yet••++
E, r .,0_t L ` Ep ,.i PVC M.I.P. X SEWER
3 E, co'dtruct Croce c Geoteavta -� v L h ? 6" UNAMENDED backfill soil �!' M
Q ,urges .ith a Dcrobusc cwva.
Fir:;l :: .eofextPa �`�
Fahrr_ 0• D'
SECTION A -A Iabnc""r° SECTION A -A 9• DEPTH artially backfill, water to ��R
SECTION A -A • D,.pnrWt• span for boa C.Naer k„ralishons.
4Yden and score hale wall
f7 Pnvaboit Cur vs W pipe,LL
PiPe arch and for height,
I Eaq• of shoed., e , unr. -p rase f« settle soil, finish baCkfilling �Qw { E$$Mi � �21 � i'.r
or OPtKx,ulf a. l re _ Ssnpe Chong. i - - "- _� • NOTES � -( c
For mun.v line in,tanafi0na gn,9os a n fa si-. Me wwo flbn oul,�dr r., tea^n.f 6.,
Wh.n SIV. CC•n it uteri rot .ntrmr•. a;a Area for water drainage
-------�-. .,afntwt. 9
:, rarruncGan .ith vooT praacts, please stone aggregate Remove container and cut circling
Q J %Nor. - �,-�,C - - - ' an aq Seconeory Good. •msm;ohbn nyu:nnq aoa.on <ornu ,tom "care no g Leave solid soil pedestal - do
9ope Cno,q• D not. t e lolor'nq+
n rdrdl ar "id,110W. n s4 a t,ed on Nant,coneUutiion is to 0q in atco,dr.ce r,ih roots if container -grown, Or as much
^` _ D XX ua'*.ins pavement sho*be rer.str,:r(ee - _ .. �...._.-._ _-".l DO.! z'r-oeo,e not dig deeper than ball depth S'IMNG CHECK VALVE
LV YO'Sen. for Street connection to lM rLW ilo Lac.pl mny a&.g'od• STANDARD
---o-- w•---- � � burlap as possible If field grown
etubsicotio.-f r.nukee for roan!~• "� ---•^_----•- �
(� ia'DeskaM. for Convnerriat Enlr. P.,=rt .Mch con be omitted in Q
5 u;, the aht'anc•) SUPPOW VALVE
DO* `� •tea TRENCH & BEDDING
SECTION A - A tts Raddcvrb or corr,bk,acbn curb '� /1C(� {
and gv(1w enM not be cohttrucled - - >� 'Goofwlo rxbric to W. e.tdled under ail e+osim cadrU Slane in accordance Figure 1
S beyooCe"The tR/w iinz ..,.opt for .` r r 1 with The cnecifK411"s Dig hole 2-3 times root ball width
��1 7-31-00 REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M.
3 i.
Guidelines for Grade Change D wham geed im coniunet4v+ .ith s,enda'd � �( �!�t i ; -- - ' 2 8-16-00 REVISED PER FCSA AND VDOT COMMENTS R.A.M.
Ca-3 or Cc 7. the curb !ore nn tNs '� �L�i'-1 p p MIN. DEPTH
Q Stondard is to bo ad!wtad to match thn •-' _-- �Y- - \ E%rY Rip Re R;p Rap TREE
���1pp 1�1T Ent'osc. volume Ue,'r obi" 4�simu_n rru„ntobfe curb conti;,roli m (;eatextde -- - lijtyj:t PLil1�SL[L DPIlCUL
U rebrm Class 1 2
Hqn (.nor. than ••Soo vP01 o r. 3 [ 1, be l0 w11h0111iik. for o e.Ra"p design SECTION 8-8 Cfass It 3' ro scale
mkdium ipDo-*Do VPD) S 3 Z 6 %
When Iha nlrancs )Oddrv,npt ncc«nmodai.
Lnw n.., Ilan SCO vprvl < 6 / A '/. the IureMO requk"r ntt of anticlpoted hauvy NO. DATE DESCRIPTX>N
1 BY CHK'D.
truck tr0! 1c, con,ideration snovid be gven It
�nueotinq tM deppth of rid locum proposed j H F
tldewar. Id 7 Inches. a use Typ�cd Seaton shnrm m pions c, r0,mal side slrpe, Cotton, w:dln, and depth P REVISIONS
Xapdonblflodn. may be vied far enl,wce, o! crw-,"I, ditch a: nahu,ol graue.d.
h cal sections.
PROJECT NO.
.� Opllondt•b.lu. may requke .a Plnq of o Q r • • • •
ytalc portbn or quite, to prerM,de pon.Gnq of .eta, SPECIFICATSON _ filbert w. clef f ord & associates, inc. TMITA CRE SELF STORA 0
st,ra.a METHOD OF TREATMENT- REFEREtCE STONE FOR EROSION CONTROL o old A. Mislowsky, ,Uri DATEI
CERTIFICATE NO. G-1-00
CONNECTION FOR STREET INTERSECTIONS 204, 303 WIRG84EA DEPARTMENT Engineers • Land Planners • Surveyors MISCELLANEOUS DETAILS
sea 245 d, JOY 67 SHEET
AND COMMERCIAL ENTRANCES 4ta �'yiRit4A DtPMTpENi ar TII/WSPORTAT)ON 203.0$ -- TRANSPORTATI(W Ii4,01 �RS ERED 150-C Olde Greenwich Dr. 200 North Cameron St.
PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601
ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139
FAX: (540) 898-2115 FAX: (540) 665-0493 FREDER/CK COUNTY VIRGINIA OF 7
E-MAIL : clifford0l bi red.com E-MAIL w tiff m inc.c m