HomeMy WebLinkAbout31-08 Winchester Pasta - Silos - Shawnee - Backfile (2)a�
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GENERAL NOTES VICINITY MAP
h PROJECT INFORMATION Z
1. Methods and materials used in the construction of the improvements herein shall conform to the current PROPOSED r, ,:, �,._,.:. ,w... �. � � ,2 t SCALE: 1 = 2000
County construction standards and specifications and/or current VDOT standards and specifications. HEIGHT OF 2
12.1 rj 20,_OTs r NEW SILOS
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during �� 41 1 55' 0� EXISITNG
TIP construction, must be provided prior to issuance of the site development permit. The approval of these plans in 0 F0 \, --"'� �- SILO i PARCEL IDENTIFICATION NO. 54-A-36J LU
'../ MIN' DRIVE VICINITY MAP
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment r-10,1 STORAGE STREET ADDRESS: PARK CENTERR W
Control Handbook. 4,ar __ AREA PROJECT SITE AREA: 40.37 1� �� �, 7/ c, 1" - 2000'
DISTURBED AREA: 324 SF all- Q S� v Jt. Z
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation i 9.0' EXISTING ± CURRENT ZONING: M1
(VDOT) and Frederick County prior to construction in existing State right-of-way. ! � HEIGHT 67 I +� Boo �00 c
1F„WP, 2.1' YPt~ CURRENT USE: MANUFACTURING oyy
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is 4. TAW ATW / r� �+-'' 'CHORD ENGTH PROPOSED USE: MANUFACTURING `, o Z
13.1 A.B. „fl,s,ao N a l,Q
required under State law. u: "�� �a CIRC. �' ;' �, 9.0 SETBACKS: REQUIRED PROVIDED �� o0o m Qo �� a oyo
Sam PROPOSED � o
FRONT 75' S0'+ o s6 00
is HEIGHT OF 2
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held 9.0 REAR 25' 25'+ v Regional o00 �'� C\2 .�
S,N.s�h.�;,w _ „aT 18.0' NEW SILOS SIDE 25' 25'+ < Jail 90
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation + ,�
VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be a Byo� �1 55' i MAXIMUM HEIGHT: 60' 55' �� O �� 14 °� Cat 0
(VDOT) g / P P , t..I 51 TE ATE 81 .r, zo responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to �` ``X 7 f �o RST a LO
Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. 9.0 i ��r INTE ao I I~
g• P P (VDOT) P ��a iTJJO�TIO1RN �, o
--- r Zo� EXI T 317 o I
�/�--1T5 V.LF. i Arcadia Mobile cri
6. An approved set of plans and all applicable permits must be available at the construction site. Also, of _ 4 �4¢a Home Park Z x `O
representative of the developer must be available at all times. 15.0' W � a) �
9.0 �Qr 8.0'� . 8.0 - `Qrnw 11.0 I a)
�1 Y.I.F. .. _ !', �r W
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic ® 9•0 FM 9.0 s: �.�� t,a; r+
Control Devices (MUTCD). Lo
t a"�
8. All unsuitable material shall be removed from the construction limits of the roadway before placing DETAIL A - SCALE / "_ / 0'
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. __._------- _-_.,_______'' : o
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated �._�� _.__- ____:_ _ - _,._ i�:, �f `'< �v �i :_% e
tan
on the plans and as required at the field inspection. ° ° Q
W co
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall - -- - - - - - - - -- - - - - -- __ ._._ __ .._ /4
be minimum 6" diameter and conform to VDOT standard SB-1. j Zu: b t_
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than U > >> "' `,- r-�, - I r
one litter receptacle shall be provided at the construction site. 54 -A - 6J \ `y.}�` �' ` " �3
13. The contractor shall provide adequate means of cleaningmud from trucks and/or other equipment prior to L 0 T 2 7 - 2 WINCHES TL'R PASTA, LL C.
enteringpublic streets, and it is the contractors responsibility to clean streets, allaydust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free I 1JB 928 PG 428is
condition at all times. % ' r ^` } = O
ZONE: M- I USE: IND. a��, I �r; �i i y} - `;y ��''-`'.�' ` 4 Y)
g appropriate Y company P / Y - ,, r- . _. - f \ :,.> �'f
14. Notification shall be even to the a ro riate utility coin an prior to construction of water and/or sanitary i LASS E. M 1=_ i 7 1 r
sewer lines. Information should also be obtained from the appropriate authority concerning Permits, cut sheets,
..
54 -A - 3 6J w
�f
and connections to existing lines. I �,\ H
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current ;LOT 27
V
standards and specifications of the Frederick Count Sanitation Authority. I _.--- `' " + // iL ' �`
P Y Y / !l -
,
16. The
location of existingutilities shown in these Tans are taken f existing records. It shall be the
P from g r i
_.----_________---._..___..__.. _...._______ _._._..__,____..-------------------..._--------- ---__-. ----____..__.______---. _.- _--_-. _-----_.._____.... ....___._.__- +
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed I i -J ; ; -- ',•. -
-�
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing I - „, � � •
utility verification and the proposed construction.
i*
ILOS
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a ; i ti' ' ,' i ,,- r 1 _._________ _
i
result of his construction project within or contiguous to the existing right-of-way. I E. f �_. �,
P J g g
_ ,, ; N T SEE DETA l
18. When grading is proposed within easements of utilities letters of permission from all involved companies
I Q
g g P P p 1 p ,
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site i '�_ !
A t.
development permits.
ice.....-._....-__,_._..-_
19. The developer will be responsible for the relocation of any utilities which is required as a result of his f�� `: '`V'J - I' OF
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected + U-;
in accordance with state law. In the event gravesites are discovered duringconstruction, the owner and K D. SMITH
engineer must be notified immediately. I �� MAR
`� -- CC
N0.022837144
�
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering ! IQIN l + r,
at 540 662-4185 immediate) of an discrepancies between actual field conditions and the approved plan. I - -r• r �� - \ �% ! '` /.. ,;.~• " (.� (� o
( ) Y Y P PP P + <� k' .I l, I i I !- l ,i_1 s S Cs t t
L
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
Proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a`` \ �_ ^�\�
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating r VVL l + , i �i . L- ; ( g j \ \ 1, , •�
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of \ 7r,
excavation or demolition. Names and telephone numbers of the and operators underground utilityi lines in �' ' (_� L
Frederick Count appear below. These numbers shall also be used to serve in an emergency _,.r
Y PP rcondition
24. All utilities to be located underground.
25. All outdoor lighting must be shielded from adjoining pro a
Az ,
properties and
p road right-of-ways.
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. ` ,i i� I`✓,
T '��
�}.% rFCSA CONSTRUCTION NOTES '
-� (- /- `� t �} / i I ._.),_--" - - .�.'• �. rlt4 fir' "" '_ ,; \..h'i `` O
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 1, --� �' f ,
t
j
2. The water and sanitarysewer portion of these Tans are valid for two ears from date of FCSA approval. _____s.____________._________________..___________________________________________________-_.______._.---_-----------_-_----___-- ' �---------_--------____-_ --------------____-- ____-_--_..___i i.-- -.- _ i _ :� �: �� ,.�-- .�.� E-i
-- �' - SUR VEY AND TOPOGRAPHIC INFORMA TION Q a
3. The contractor shall adhere to the standards and specifications in effect at the time of construction. `--- F I ,-' •J
'- 1. Boundary survey was performed by: Q Co _a
4. The contractor shall coordinate with, and arrange for inspection by, the Authority. =+._-r -A � GREENWAY ENGINEERING Dated: SEPT. 30 1999 � � E-i
.._.+~-•I.__+--+-+--t ��•�--�--rl---F__t_-I-r-t--•+--F•-+---+-t--; r--t-1-;--I-,! �---�_,�+--I-+--+-'.t_---t- �_�-t.� �.,�-�- �- I--+
-F--+--t---1--t--i--i---i-t-.i---1---1-i--f---+--1---I-F--F---I--a-i---F-t-i--h--t-ii-1--+-H-I----t-f•t--I-t--i--t-µF"=-f•�F-ir-+--+-I-•-._.,--,---I----I-•+-,----I-+--,•-•-,--+-+--+--f---�- F?i-;�---i-,---+---+--+.._.i-`+-i BOWMAN CONSULTING Dated: APRIL 20 , 2005
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. , +`�- QCO
+-+ 2. Aerial, horizontal and vertical control surveys were '� W �O
6. When an existing water main is tapped for the installation of a new line: % r- �� s r� - �; - -'• r-r r } /` _ __ _ r , performed by: N/A Dated: U) Q E-1
! J l^l ,� (w ( �iJ ( �� 11 r I !- ` it ! 1 14 /� f A -T- / t - r-
a) The Authority shall furnish all labor and material , ;� i 1` ✓? 'T!- Vf-s : 'r'_., L_,f1�."_ lr;l; L 1 v t �(� !I/ �% t\' j- l\f ` _' !' , 'r' _ (Year) _
b) The contractor must: �, _ /� "a f r „' J v," I ; c_. �_ !, 1 i _ t_-- t ',+,__ r l � Z
-_ �..
/ _ �I ? r` r? ., 3. Aerial topographic mapping performed by: Q
1. make application and pay deposit = / / - t G_ ...r ? i��f ! ✓ 1 t� i..; f C. ' !JJ �
2. mark the tap location. _- _ � _ ' - -- ----- - - `_` -_ _ - -- - _ - -- - -- -- - -- - - - -- - -- - - - - - N/A Dated: NSA
3. coordinate installation with the engineering -assistant.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
EIS E 1.� CD w
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. ,//
It is the contractor's responsibility to have the meter box assembly installed corrects FIRE MARSHAL'S NOTE APPRO VAL I ; ' ` �' w
P Y Y Y
Before a permanent meter is installed: , s i- W 0
� ` U.
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. '-'
b) The frame and cover shall be set to final grade. Fire lane markings and signaae: 3'J�-' `� �ry l.� �'
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any No Parking" signs and yellow painted curb locations will be installed ' �� �bg FREDER CK COUNTY ZONING ADMINISTRATOR DATE , 1' �'�I/ i ` i�\ + IN1G
b field inspection at the direction of the Fire Marshal's Office. '""�""" """`""'
d) All components of the meter box assembly shall be in proper working order. Y P S� J +_ o APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) �._ ..a, Z
9. For water and sewer services that connect to existing sines: TRIP GENERATION DATA Project Name: YEARS FROM THE DATE OF PLANNING APPROVAL Project Number:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
b) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD WINCHESTER PASTA L.L.C. n
300
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.0�985N
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the NSA NO ADDITIONAL TRUCKS
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the Magisterial District: Date of Plan: (Month, Day, Year)
meter. STONE 97ALL
e) The Authority will install all sewer laterals. Tune 20, 200O p
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, J
as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO1 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: June 20, 2008
300 PARK CENTER DRIVE
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). UTILITY CONTACTS WINCHESTER PASTA, L.L.C. WINCHESTER, VA 22603
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a 540.722.9830 EXT. 108 SCALE: 1"=100'
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read Water/ Frederick County Sanitation Authority Phone: Verizon
remotes are required. Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No.
Winchester, VA. 22604 300 PARK CENTER DRIVE
Baltimore, MD 21297 DESIGNED BY: MDS
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and (540) 868-1061 (301) 954-6282 WINCHESTER PASTA, L.L. C. WINCHESTER, VA 22603
its backflow prevention device, and/or 2 the fire service line's backflow 540.722.9830 EXT. 108 FILE NO. 0985N
P / ) prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co.
P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
HANDICAPPED PARKING NOTE
Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 1
Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENIN Y ENGINEERING WINCHESTER, VA 22602
no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 540.662.4185 08-43
GENERAL NOTES PROJECT INFORMATION VICINITY MAP
1. Methods and materials used in the construction of the improvements herein shall conform to the current PROPOSED ���; ',; a ,:ram,,: ,4�? , SCALE: 1 = 2000 Z
County construction standards and specifications and/or current VDOT standards and specifications. HEIGHT OF 2fi
10 M7NEW SILOS EXISTTNG 3
12. 1 �Mt �,�;
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during ���4'�. 55' 0'
construction, must be provided prior to issuance of the site development permit. The approval of these plans in 01 AD -MIN. SILO n PARCEL IDENTIFICATION NO. 54-A-36J U1
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment 10.1 x STORAGE STREET ADDRESS: PARK CENTER DRIVE VICINITY MAP
W
Control Handbook. AREA s PROJECT SITE AREA: 40.37 1� �� c>> 1 = 2000 Z
DISTURBED AREA: 324 SF �ti' Q �" ��
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation ^ y 9.0 f __� EXISTING CURRENT ZONING: Ml ' �osv ��o �_
(VDOT) and Frederick County prior to construction in existing State right-of-way. 5
HEIGHT 67za CURRENT USE: MANUFACTURING a� �` °fie 90 �c �• ��
at ' , A, 1 -._ 2.1 YP `' �� FT r PROPOSED USE: MANUFACTURING
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is = . �, _-_. �� «{� F a �� Q
13.1 A.B. WVSUflo�� � �\HORD ENGTH9 0, g � SETBACKS: REQUIRED PROVIDED �� 'Q000 � � 2° lea o� 'f'oy� Z �
required under State law. ,-WMM FW M OF
CIRC. 0 \ i �` PROPOSED; �. W 0
�"" / \ �\ ! FRONT 75' 50'+ o s6 to
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held 9.0' / ! HEIGHT OF 2 f ; REAR 25; 25;+ Regional �Ooo. �'� 9 �
with the Developer, y p p g p psT,�&'"x"---¢� 18.0 NEW SILOS i SIDE < Jail
Count Representatives, and Representatives of the Virginia Department of Transportation M 25 25 + o I
VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be ` �a 55 MAXIMUM HEIGHT: 60' 55' OJ„ 7- 81 °� 00 0
( ) g / P P q �1
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to / , i°'��i INTERSTA(
9 0co
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications._��/ EX/T 317
/--17.5 V.LF. a Arcadia Mobile \ Z � Ca6. An approved set of plans and all applicable permits must be available at the construction site. Also, a €?"4 Home Park �; `o
representative of the developer must be available at all times., 15.0 \ W ai o I
9.0 Qnv« 8.0 8.0'- �11.0 I� rn 0 N
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic �. -9.0 9.0 F�WL � i t W
-:
Control Devices (MUTCD). o a�
ff - �
8. All unsuitable material shall be removed from the construction limits of the roadway before placing DETAIL A - SCALE 1 -10f
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less ` ' i ' �,' ; ! •� `, c,
IA
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. --------------------- --` - t /�(�'1 i j Q) o
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated I y
on the plans and as required at the field inspection. O 0 O ; ;
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
� PP P P P P I Z,-" �- , �7 � , ._ , ;�--- .•. ,,`,,• ry� >; i1 i `, \ ' `,� '" p
be minimum 6 diameter and conform to VDOT standard •SB-1. i b `LI
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than ,`j 1y� / �;-j ;�; = �i
one litter receptacle shall be provided at the construction site. 5 4 -A - 3 6 J j \ ` U i- v
\ Y / ; ! i _'tom ( -7
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to L D T 2 - 2 j WINCHESTER PASTA, LL C..� kk 1; // 4 - ;;'� �' ; t
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take ! _.' 1 1`,1 _ \ "
Y DB 928 PG 1428 , - - ' , .�, z
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free � i -� ,`, ,, , � ti,l 1-�
condition at all times. �;� r i L h: L I �� C ^✓ J U` O
ZONE: M- I USE: IND. ____
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary i L:- `_.- , N. r
sewer lines. Information should also be obtained from the appropriate authority concerning Permits, cut sheets,
and connections to existing lines.
;,. ; I ✓ '";'�, W
LOT 27-
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards andspecifications of the Frederick County Sanitation Authority. I ! -' ' `��' u ` f�• _
1
� , 1
16. The location of existing utilities shown inthese plans are taken from existing records. It shall be the 1 #- ,'-1ti (a; );`--,
_.------------------------- ----- - -- - - -- ---.._ --- - --
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed --------- ! - r
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction. j r , L
I
NEWSILOS ` 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a % 1 I � ;i (--,' ' i �, ; '- �� I P __ - i __ __ _ ' _ _=.��-`--------
result ' a ' - ' �,
of his construction project within or contiguous to the existing right-of-way. i _.F __.._ _.
SE -
�:_,-, [\�I.�� E DETAIL �.
A
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick Count Public Works Department prior to issuance of grading and/or site 1 _
,
P Y P P g g / F- A
development permits.
19. The developer will be responsible for the relocation of an utilities which is required as a result of his
OP
project. The relocation should be done prior to construction. Y q
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and i- i ! I ` ' '� I I,�' r ' .;,:, MARK D. SMITH
engineer must be notified immediately.-
! N0.022837
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering ! Lj�/\ Z r - l p
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 1 �`' i ' ; --r; l rti r ,-, r �-� �, `-� - `,
rr l fly SI NAL
PP 'l �] Jl !-1 >l�`J J, IJl I L11 i114/ O
�_
22. Controlled fills shall be compacted to 95% of maximum density as determined by method >� A„ per standard -�J C�� i I ,\ _ \` - = Si-- ` J'
proctor AASHTO T99, ASTM D698, or VTM-1 as applicable. Density shall be certified by a registered --------------
professional!� engineer and results submitted to Frederick County prior to pavement construction. If aj
geotechnical report has been prepared, it should supersede the requirements in this note. ! 1
1a
23. Contractors shall notifyoperators who maintain underground utility lines in the area of proposed excavating
/ + - I L : •��- ; J ; t t �. \ , I t:
P g Y P P g ! I
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of ! - fr f �,_� 0
i
F
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
Frederick County appear below. These numbers shall also be used to serve in an emergency condition. ' �� - __ __ _- _.__._-_ __. - _ ___ _.._ __,__ __ ._�� _ ___�. __-...__.-_ __ _ -_ _______ ._ _. L ; •, i .- I�r�'" 1._ -- - l ■
24. All utilities to be located underground.
f - r
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. �� .� _ .�� `�y, .: �-',;
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. � �-`'�-.� , II I r' \r � .-- ;- ; +, I� f"" -�`� + � _-> _. - , i -- -' -•' - -
_ II ,S / _-- /--� ,(. -,- f - ,{ 3 ._.Y-✓.m^ i'+3' 0 -.` ` I f i 1•-- ' f" IY „'.•.^` ' %f - t . l ,` F - E
Ill �. l_ t ' I / ( 1' - .\•S
FCSA CONSTRUCTION NOTES I__ 1 f_I , r �. &I + 1 �
i r f i Y
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com / i
i , � I r
,
2. The water and sanitarysewer portion of these plans are valid for two ears from date of FCSA approval. --.------------------------------------------------------------__ ___----__ _-----------------------------.-----_-----____----------------------.--------------_--------__ ---_- -..._' -__--_ __.._.; !_______ �____-_-__-_----__-_-_- '---___-_---- a - �' �.-' x
P P Y PP -- f�. = SURVEY AND TOPOGRAPHIC INFORMA TION E a >
- -s� h ' �- Q
r a•
t \-
3. The contractor shall adhere to the standards R ___/- _�_'\J_ `�
h s andard and specifications in effect at the time of construction. `--`I\I ' --' -_' ti, ' I E I - Q
'` h 1. Boundary survey was performed by:
4. The contractor shall coordinate with, and arrange for inspection by, the Authority. GREENWAY ENGINEERING Dated: SEPT. 30 1999 P-1
F=
.._..,._.._f-i-f--•i---�•=-='I---•h---1-_-t-^}---I---i--i__...f--h-t--1-+---h--I---f---t--i-t•t; {---I-+-_"p___.t'"..,'� ,,._{-.�•1 {��
BOWMAN CONSULTING Dated: APRIL 20 2005 0 r� 4�Ljt F-t
5. The contractor shall tie-in anew sewer line to an existing manhole by core drilling the manhole.t------ -I--a-+- ` -+-r -+-+ -a-t +- �-r-�- r , -;- ,-I-i-+-F-�-I-�-t-+-t-I----t--+-I-,-+-+--I--t-i-+ 1.�- t + +-I- +-� a--}- i� 2. to and vertical control surveys we �'4 `C)
.�-i� �-+----+-- • i Aerial horizontal rtical re � � W O
6. When an existing water main is tapped for the installation of a new line: - 1 ' h - r }• ;t : r ;- performed by: N/A Dated: U) Q E-+
i . �", i �� ` (� i ^.) t. Ii G I �-•� I 1 I i ' - `� ,r y !1 r •� I ? ) ,'r /, �- ; r -- . t •" I , ` , T `J
�J /� - /: ; :r `i �✓ tf / I (/ >l r.l `ir_. L _i i w J `/! 1 1� l �• % �l X-6 / 1 / i I I r. Year ? ~1
a) The Authority shall furnish all labor and material. 1 1 A t _ , ..4 ! / r �.. LJ ✓,`; ; t,_. �_ i ; v _ ..., / _ i,/,l ,�- A (Year)
b) The contractor must:-_` ,- 1 , , yr, r -� - r -
1. make application and pay deposit J % /' D ;� (., G , , �? , i l' �! �' _ 3. Aerial topographic mapping performed by: 0 W 'J
2. mark the tap location. =1-y _ _-I--_ _ ^_ _ - _ ;;__ - --.. _ .__. _------------------
Z___----____---- N A Dated: N A
I----- --_------- - ...-----
3. - _.._._.....-------- ---------------------.._._.__.---- -... __-_ _- _. - ...------- - - J (�
coordinate installation with the engineering -assistant. - ' -' ! - °� i ! '
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. FIRE MARSHAL'S NOTE APPROVAL � w
It is the contractor's responsibility to have the meter box assembly installed correctly. W O
EBefore a permanent meter is installed: s. i T LL. O
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. S,i H
t7�.,
Fire lane markings and si na e: tw �-� -1� . y ry U)
b) The frame and cover shall be set to final grade. -g g g Ai �"�'���s`.:..�„..
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any "No Parking" signs and yellow painted curb locations will be installed FREDERICK COUNTY ZONING ADMINISTRATOR DATE
.'
d) All components of the meter box assembly shall be in proper working order. by field inspection at the direction of the Fire Marshal's Office. *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
` YEARS FROM THE DATE OF PLANNING APPROVAL �■
9. For water and sewer services that connect to existing lines: TRIP GENERA TION DA TA Project Name: Project Number:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
b) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD WINCHESTER PASTA, L.L. C. 0985N
c) The Authority shall furnish and install all 5/8 , 3/4 ' and 1 water services.
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the N/A NO ADDITIONAL TRUCKS
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the Magisterial District: Date of Plan: (Month, Day, Year)
meter. ST LNE /PALL
e) The Authority will install all sewer laterals. june 20, 200O O
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, t/
as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO1 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: June 20, 2008
300 PARK CENTER DRIVE
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). UTILITY CONTACTS WINCHESTER PASTA, L.L.C. WINCHESTER, VA 22603
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a 540.722.9830 EXT. 108 SCALE: 1 =100
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read Water/ Frederick County Sanitation Authority Phone: Verizon
remotes are required. Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No.
Winchester, VA. 22604 Baltimore, MD 21297 300 PARK CENTER DRIVE DESIGNED BY: MDS
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and (540) 868-1061 (301) 954-6282 WINCHESTER PASTA, L.L.C. WINCHESTER, VA 22603
its backflow prevention device, and/or 2 the fire service line's backflow 540.722,9830 EXT. 108
p / ) prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co. FILE NO. 0985N
P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
HANDICAPPED PARKING NOTE
Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 1
Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602
no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 540.662.4185 08-43
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