HomeMy WebLinkAbout51-08 New Life Christian Church - Church - Back Creek - Backfile (2)a
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GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP
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EXISTING INTERMEDIATE CONTOUR - - - - - --332 - - - SCALE 1 "= 2000'
1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of wo
EXISTING INDEX CONTOUR - --- ' J'^ ?) ���' r 1� ,� '�"� �'} %��� i x
�`'� �a C( �� t;;.✓rc .L� 4 41.Jj 7� Y
Count construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 3, }. _.• .'�i - ` fr
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and Sediment Control Regulations and an other state, federal, or local regulations PROPOSED CONTOUR 40/� y� ll ':,•. ' r.. ;�'; °.^ r•! r y �• "`` <•:LU
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, g Y g`'
2. Me g P g g applicable. In the event of conflict between an of these standards, specifications or EX E/P ' I ' p q'y'' •. •� ' ' '4' - ' ?
es plans in no way pP Y P EXISTING EDGE OF PAVEMENT _J� !t�rnj � > � o•' ,. � �• ;�;`� •' � 1 �•I •'"�
must be provided prior to issuance of the site development permit. The approval of these p Y plans, the most stringent shall govern.
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relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT PROP E/P ! ' 1 1•. '�^� ��
Control Handbook. V2. All construction shall comply with the latest U.S. Department of . Labor Occupational EX CdG
P Y P P EXISTING CURB AND GUTTER - � y;� . { � •_✓ \ ' e ;�' 1; � �
e Resident Engineer, Virginia Department of Transportation Safety &Health Administration and VOSH Rules &Regulations. ° l" '' !' ''�� 1 ° f _
3. A permit must be obtained from the Office of the R g g p P yam%_
PROP CdG ,.'per" '_'' 'ri % ' „r0,�:` �\ 1 `' ' / i (�' igpSchl ! Z
(VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER:`SrF,pN 6 `"1((: ^ll L y s ,
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, .., �. ,; • �n �.� ele t `n
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. CG-6 TRANS. CG-6R Mcv
' na'.. �'�. )++ o00
P TRANSITION FROM CG-6 TO CG-6R cam=C\2 It
required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's 5 �:;` - /: - $' �:
EXISTING TELEPHONE LINE P�'. ' �' '` -� •t e 1' o I
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. �, " - 1 " �; m�•�,� f� ` `tT 70 9 N
f O sv. C/
ves and Representatives of the Virginia Department of Transportation to
PROPOSED TELEPHONE LINE T T �_ ,• : �, �" ' - ! `;;S epa . ;�` �" h•=;= �'�;, •� co
with the Developer, County Representatives, p g p P
V4. Design features relating to construction or to regulation, control and safety of traffic mayEX. 15" RCP a3s r , • . .o � ~ t° ! • 'S_ o I
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be g g g Y _
be subject to change as deemed necessary b VDOT. EXISTING STORM SEWER ' % �' `� °' : t' »�
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to 1 g . Y Y ��
o ` , �.. : t :J P: l.y �p t � ' Z �." to C�2
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 15" RCP _ :�� ''' �.`'�' �= ~ '� �\ eon •. °'l '�LAM
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER r'-•" l �' r- '-'
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. _ �' ,!
e resentative of the developer must be available at all times. EXISTING SANITARY SEWER /LU
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V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER `: :. �_�`"�;••+ r ~
`' : �g/9.•.•• - �'' .a. i'.'`ti ``..�J�. ... ::Cet4: S.B .BM Lo 'fir E) fs,
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
arranged and held by the engineer and/or developer with the attendance of the
Control Devices (MUTCD). f 1 • _ EXISTING ELECTRIC SERVICE ",? • �� �:i� �"•° • �`: %�:•: ��� • '1 s+a '' �•� ' � °-
contractor, various County agencies, utility companies and VDOT prior to initiation of work. j -' , _ .; '-�. ,:•�, 6 ►•_ . i_- •-�c . s
8. All unsuitable material shall be removedfrom the construction limits of the roadway before placing l-
PROPOSED ELECTRIC SERVICEA,
PROPOSED ��` p �: �. asp• '• ,cro • '��►` ;:- .:. 'A!ie'r� s m
embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for ; :. . ;�' •• •.. �_!.: �.
any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE G:v V / �R. �• �� ! '•" " °�
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less on. ecti insP �t v • •• . r 0 o f Ceo r t r ..
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. -
PROPOSED GAS LINE v � .j. •' t� • �`:' � ••��z), v 't�',
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10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will. be responsible for maintaining adequate access to the project from the _�-� .' ::._�_ : �i E+ ::���
adjacent public roadway through construction and maintenance of a. construction entrance PROPERTY LINE _ ,•-_ ;o, w•, .o,v I
on the plans and as required at the field inspection. J P Y g - e A �, ��••...• "MC emenl ��ta�i
W .: S Ise. fe�.
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE ®...�, »..® ... ....®. ... �....® 'A;�V Robe eo t Sch� •• M`p W
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. 83
The pipe shall Furthermore, access to other properties affected by this project shall be maintained •= i ke�e`e l _ • , I l., B•� : r, bo ►--
be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINE * # * -n E x ' ' : ' •, _ "�J 1`
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12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during - ,'' '' '��t , \ o ,�� : •�12 `� •, '
one litter receptacle shall be provided at the construction site. : -
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and at . the end of construction. EXISTING TELEPHONE POLE
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to{r� • ''�1$ ��` =J' �,.,-y' •'°„�' �M`• r " Z U
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entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existingor proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE - -�•--{-Z�-- - •.� - "��rl. - •. `;:• �, ��• O Q -
P P g Y � _:_• r•:+%. • :•: a t=
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE !Ti ;� • `� `• . d; . '• f� ';o ,';, - Aso rl \ til
condition at all times. (Y
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g• appropriate Y company P / Vl 1. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT � �-�- ' ' '- ��' •"• • -• • ' -' • •' -'-•- '~ •••' ° '�--' � N � Q
14. • Notification shall be given to the a ro riate utility com an prior to construction of water and/or sanitary
immediately. brought to the attention of . the engineer and VDOT. Work shall cease in that Q f- O
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut PROJECT INFORMATION > U z U
vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE - --' - --®- -w- - w
sheets, and connections to existing lines. O
PROPOSED WATER METER ® z Z - z
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PARCEL IDENTIFICATION NO. TAX MAP 63 ((A)) 4E Wy-
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER STREET ADDRESS:
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16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER -
contractors responsibility to verify the exact horizontal and vertical oaexisting utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall TOTAL AREA: 5.0m ACRES BUILDING HEIGHT
tl location of iti
P be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN a PROJECT AREA: 3.5 ACRES MAXIMUM = 35' z
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
AASHTO T-99 .Method A; within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) i DISTURBED AREA: 3.21 ACRES Z c W W
utility verification and the proposed construction. of an dedicated street right-of-way. At the direction of VDOT Inspector densit tests �` CURRENT ZONING: R4 PROP. HEIGHT = 15 5 : -1 Q p
Y g Y P Y DENOTES LOCATION OF STD VDOT
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL CURRENT USE: EX. CHURCH ID W Q 0
result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD RAMP CONSTRUCTION PROPOSED ZONING* CLASSROOM TRAILER U W- M 4 Q
final VDOT approval. PARKING INDICATOR PROPOSED USE: CHURCH
18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2
must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
TEST PIT LOCATION BUILDING SETBACKS: REQUIRED PROVIDED EX. PARKING: CALCULATION5
and further where determined necessary by VDOT Inspector. 0
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
V15. The installation of . an entrances and mailboxes within an dedicated street right-of-way FRONT: ro0' 121.�' REQUIRED:
project. The relocation should be done prior to construction. Y y g Y HANDICAP PARKING SIDE: 501/100, 139.1' CHURCH: I SPACE/3 SEATS
shall meet VDOT minimum design standards and is the developer's responsibility. L
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REAR: 50'/I00' 339.3' PARKING SETBACKS: 250 SEATS/3 = 83.3 USE 84 SPACES
in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT t00
engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSFRONT: 5ED BUILDING ENTRANCE SIDE: 5' 5OFFICE: I SPACE PER 250 SF
5.(
.8' ISPACE.REC?ll,lIRFD
acceptance of work. Unit and total prices may be obscured. ��
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering REAR: 5' 355.3'
85 SPACES REQUIRED
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
gs must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING STREET LIGHT
markings 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard GROSS FLOOR AREA YOUTH ROOM: NO PARKING REQUIRED
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis.
PROPOSED STREET NAME SIGN SUNDAY SCHOOL TRAILER = 864 S.F.
professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. Final location of CO-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT PROVIDED:
geotechnical report has been prepared, it should supersede the requirements in this note.
SANITARY MANHOLE IDENTIFIER Sao SPACES
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating O
r blasting at least two 2 working days, but not more than ten (10) working days, prior to commencement NO NEW SIGN REQUIRED HANDICAP SPACES REQUIRED:
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of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER P R DA = 4 SPACES . D
s shall also be used to serve in an emergency. condition. 12 HANDICAP SPACES PROVIDED
in Frederick County appear below. These number g 4 SPACES
EASEMENT LINE - - - - - - - - OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLDG. N VAN ACCESSIBLE SPACE) U
UTILITY CONTA CTS FIRE MARSHALL S NOTE CENTERLINE - ANY PROP. LIGHTING SHALL C� O
4 SHIELDED TO PREVENT GLARE a
830 OUTDOOR STORAGE: N/A Ee
Water/Sewer: Frederick County Sanitation Authority
Fire lane markings and signage: EXISTING SPOT ELEVATION X ON RAW e ADO. PROPERTY ^
PROPOSED SPOT ELEVATION X 125 Q
P.O. Box 1877 Any "No Parking" signs .and yellow painted curb locations. will be installed LANDSCAPE CALCULATIONS OUTDOOR TRASH RECEPTACLES: NONE PROPOSED
Winchester, VA. 22604 EXISTING TREE DRIP LINE �' e� Z �
b field inspection at the direction of the Fire Marshall's Office. LANDSCAPING NOT REQUIRED W O
(540) 868-1061 y P
Phone: Bell -Atlantic EXISTING TREE ��j� NOTE: ALL UTILITIES. SHALL BE UNDERGROUND
P.O. Box 17398 15 OAK 15 PINE �
APPROVAL BLOCK NOTE. OCCUPANCY PERMIT WILL NOT BE ISSUED UNTIL ALL APPROVALS AND e�
Baltimore, MD 21297 r-. OAK INE AND PERMITS HAVE BEEN OBTAINED FROM THE HEALTH DEPARTMENT FOR THE W ~'
(301) 954-6282 PROPOSED TREE `�,1
Power: Allegheny Power MISS UTILITY 1-800-257-7777
APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A WELL AND SEPTIC SYSTEMS. x 54
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P.O. Box 1458 PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. U
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Hagerstown, MD 21741 e TE PLAN APPROVAL
1-800-654-3317 W
INSPECTIONS DEPARTMENT NOTE: ,�� �
NAME ---__.DATE �1I1Z'1�a I. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, W
Gas: Shenandoah Gas Co." USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2000
P.O. Box 2400 / 3 ,* /ear/ � SITE PLANNUMBEf� �'®� OTHER CODES THAT APPLY ARE ICC/ANSI A 117.1-98 ACCESSIBLE AND USABLE FACILITIES. x
Winchester, VA 22604 2. PLANS SUBMITTED FOR PERI-11T APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED s' Y)
(540) 869-1111
SIGNATURE DATE ARCHITECT/ENGINEER J U
FCSA CONSTR UCTION NOTES TRIP GENERATION DATA H FREDERICK COUNTY CO VER SHEET
TOF �
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL O f
CLASS USE GROSS SF N0. OF EMPLOYEES TRIP RATE VPD W
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
COORDINATE WITH AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. O
2. THE CONTRACTOR SHALL COORDI U TUNG SUMAC Project Name; Project Number:Z
560 CHURCH 7,125 9.49/1000 SF 67.6 b No. 026715 NEW LIFE
I� I j� 2�Q�33. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE �p �� I I `l CHURCH RH -
AUTHORITY'S INSPECTOR. ��s o
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4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
SIGNAL � Magisterial Dlstrict�
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PRpPERLY Date of Ptarn (Month, Day, Year)
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL 68 51-•-IAWNEE DISTRICT OCT � � ���
THE LOT; 3) THE DISTANCE BETWEEN THE TOP -OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 JUNE 3�, 2��(0
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE. THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE Owner. g p p
Address, Includin Zi Code & Tele hone No. E��'r �-E� ". sG
2S30 MIDDLE ROAD a~ _
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. SHEET INDEX
THE TRUSTEES OF THE NEWLIFE CHRISTI,4N CHURCH WINCHESTER, VA 22603
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND (54®) �23-9733 DATE: SEPT 2008
I COVER SHEET (NEW) Developers Address, Including Zip Code & Telephone No,
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH . THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE 9 P P
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF 'PHIS WORK. 2 51TE PLAN WITH REVISIONS IN THESE PLANS SHALL BE APPROVED BY 2930 MIDDLE ROAD DESIGNED BY: JSM
THE ZONING ADMINISTRATOR PRIOR TO THE TRUSTEES OF THE NEW LIFE GHRI,5TIAN CHURCH WINCHESTER, VA 22r.03
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. CONSTRUCTION. (540)-123-9i33
CHECKED BY: TNA
8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR Engineer Certifying Plan Address, Including Zip Code &Telephone No.
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. 151 WINDY HILL LANE JOB: N0. 2'iO3 i''
REENI.UA�I' ENGINEERING WINCHESTER, VA 22602
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
(540) 662-4185 SHEET 1 OF
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GENERAL NOTES VO0T GENERAL NOTES LEGEND VICINITY MAP
EXISTING INTERMEDIATE CONTOUR - - - -
-332 - - - - SCALE 1 2000
1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of - J `� I '�` `i `-r nU i•1' '
EXISTING INDEX CONTOUR - 330 ^ -- 'J ? 0 :��` )! ��••'�;r ` �` %1:
The Virginia Erosion �•,...: r "1 i
County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, g U1 •,•; :_ _. 7, _ Lu
and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 �/, .� A's °;'; �.f ^' �*
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, a licable. In the event of conflict between any of these standards, specifications or EX E/P f�,--, L %�1 �pn!
X
site development permit. The approval of these plans in no way PP EXISTING EDGE OF PAVEMENT / • III • �;; o f 4 �•� -1
must be provided prior to issuance of the s p p PP P Y plans, the most stringent shall govern.
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the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT PROP E/P r® f �� B. ° Q? :, !1 !•- �, ,�
relieves h p g P
Control Handbook. EX CtG
V2. All construction shall comply with the latest U.S. Department. of Labor Occupational EXISTING CURB AND GUTTER �' y• :' n �� ` ~_•� ;�!j1;.' °�.� J
Safety & Health Administration and VOSH Rules & Regulations. == ) " ' ' r'd � ` °= 1 ° 1 '
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Y'` •_ •, N I ' , •• �} ®'� ! !t ie>~:Sch�� r:
PROP c4G .i j \ i�` i
(VDOT) Y P g right-of-way. i :� `, �; �: : ; �sT R l�•� i. ^�� L t C c�
VDOT and Frederick Count prior to construction in existing State ri ht-of-wa PROPOSED CURB AND GUTTER 'a � F � •. �' .
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, ',. ,: •- 0cf?}:�� 0 , . - �'!' �.11 =:'� • Jt� • .� 1: CO
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is CG-6 TRAN5. CG-6R _ _ »� .. �` v
shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R ,� . �' ' _
required under State law. i °'`� `t
q Furthermore, all traffic control flaggers must be certified in accordance with VDOT's e � • •. /: `:.;, $' ~� . �•''�• " "' � `t'• , � I
._
EXISTING TELEPHONE LINE � P`'• � . • . w •<< `: , • •� ;,;.; .•;• •••! e �,• . � � s
January, 1994 (or latest edition of) Road. & Bridge Specifications, Section 104.04-C. - i �• -. �. '� `�-' ` 01 00
NOW
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held Y�
with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation - `''�
P Y P P PROPOSED TELEPHONE T ��` �. / eve. �� h•i:•= ��, m LO
PHONE LINE T ;; ` 'r: �: S1i . , `�? .. '�.• an I rn
V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" FRCPe3s'� o ... -. ' ��: �:\• !'•�•� °
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be g g g Y Y _ .,t �t •S -• i°i , .. r, o I
ible for providing guardrail and awed ditches as determined b this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER '', : _ �..:1>• ` ��<`��'�-1• '� »; c�
responsible P g g P Y ] P � :® ,`� ; .! rr. - > P c;t,y.;�, �x Z x `n �
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 15 RCP _ �. , • �,� L._\�: , �, , Jr' :� um >� a) Q
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 3NENC=a=o
;�
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for an work on VDOT right-of-way.
PP P at all times. P YEXISTING SANITARY SEWER /' � ' � i t '5 / r `• / A 0 `n
representative of the developer must be available;.
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')8 as .off/ �{ ' o '� c aU
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic .
V6. If required by the local VDOT Residency Office, . a preconstruction conference must be PROPOSED SANITARY SEWER - :919" _ i•; `- ,%: ' ;:cer�: eM ' �►' � .� o
TCD arranged and held by the engineer and/or developer with the attendance of the _ ' `? - ; (� w. I ,-.�I ^ :fit w ,�.. r; ' • • : • Control Devices (MU ). EXISTING ELECTRIC SERVICE ° ••
contractor, various County agencies, utility companies and VDOT prior to initiation of work. + f - �=.� °c'w "►• !.- -�. a •` �'
8. All unsuitable material shall be removed. from the construction limits of the roadway before placing / :�'.` _ u �' 6 • • .. -� '~ •�O. • . •
PROPOSED ELECTRIC SERVICE '�' '��-- o,�+•�1: p ,. �sr•'• `�-'�j� •!i,,
embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for r >' ✓ ��' .4. A.
° - .� .4 i+ �l c ... ^Y S`. ..
any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE `u' .! _ '; '�:' . " : ��. :p' •7_ • ••'•^' >;
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less inspection. - J » • i •: r . c r
''�- ••';I itT, ••8 r'+° o ping. ; • . •'•• !0�
section prepared b Greenwa Engineering and approved b the owner. ,•` ` U �' } •Ceq r at W
than 6 will require revised pavements p p y y g g pp y_ '
PROPOSED GAS LINE +�` r � �`�^ A `••;5fa r 't,�•� 'ZI)
°D
V8. The Contractor will be responsible for maintaining adequate access to the prof
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated t from the , a.[a 0 ;% •. _�+:, i. r'(:•+_:: :' , :" : -,-^ W
PROPERTY LINE ---- - :::' _.... : �.14-1co :.�vai i s,; -/
on the lens and as required at the field inspection. adjacent public roadway through construction and maintenance of a. construction entrance - s'. >'� o' rq w- eMC °meet F�ta��-�- '
P , ^ `V,
in accordance with the Vir inia Erosion & Sediment Control Handbook Sec 3.02. a•- ,P
s: FLOW LINE /� ' -� �'
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall r ; / - w�Z�,ei - . �. Rots • e �Seh, . n� W
PP P P P P Furthermore, access to other properties affected by this project shall be maintained ! •= -i' .. . , l i., dL`� : r _ ,o
! be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINE % " ) e
EXISTING POWER POLE ` 'o:� �� :.�--° 5_ -_ ' ri"''� i (Y
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than -5 �.�� . • + _ Z
one litter receptacle shall be provided at the construction site.
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during _• o . _ �•��•• •�1� •,��. -� r 0- P-
and at the end of construction. EXISTING TELEPHONE POLE
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W/ TEE -- - �-- --{�-- - !.� �'= •° �� i O -�
p P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have � '•,�,� • ' .�� �.� - •�, •. •�_ • �� • ��� �, •.: ' . .. �„ • �+• e � Q -
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE ' T' ;� . ` `k - �� ,• �/' o - ,so , l \ Q ua
condition at all times. _ "� • [1C
f
• �� eon. • / O
. ..... ar
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
Vll. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT � ''° �•'--' •' � �
sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut immediately. brought to the attention of the engineer and VDOT. Work shall cease in that PROD H ~ O
Y g P vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE - -' - -�- -w- -- ECT INFORMA TION w U Z 4 U
sheets, and connections to existing lines. �
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® PARCEL IDENTIFICATION NO. TAX MAP 63 ((A)) 4E O }-
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER STREET ADDRESS:
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER - - �---!+ 4 Q Q(1 73
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall TOTAL AREA: �.00 ACRES BUILDING HEIGHT a- �
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN PROJECT AREA: a.5 ACRES Q
MAXIMUM = 35' }- � z Q Q
AASHTO T-99 .Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) DISTURBED AREA: 3.21 ACRES F- c0 Q W U1
utility verification and the proposed construction. -�- / CURRENT ZONING: IAA PROP. HEIGHT = 15 Z J Q Q
of .any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT } -
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL CURRENT USE: EX. CHURCH O Ul - Q Q
result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
STANDARD RAMP CONSTRUCTION PROPOSED ZONING: CLASSROOM TRAILER U
final VDOT approval. PARKING INDICATOR PROPOSED USE: CHURCH
18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2
0
must be provided to Frederick Count prior to issuance of grading and/or site development permits. ~ ® O 0
m P Y P V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans A N �' C
and further where determined necessary by VDOT Inspector. TEST PIT LOCATION BUILDING SETBACKS: REQUIRED PROVIDED EX. PARKING CALCULATIONS cam'
19. The developer will be responsible for the relocation of any utilities which is required as a result of his FRONT: 60, 121.1' REQUIRED:
project. The relocation should be done prior to construction. V15. The installation of.any any entrances and mailboxes within any dedicated street right-of-way SIDE: 50'/100, 139.1'
P HANDICAP PARKING X_�
CHURCH: 1 SPACE/3 SEATS
shall meet VDOT minimum design standards and is the developer's responsibility.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REAR: 501/100' 339.3' 250 SEATS/3 = 83.3 USE 84 SPACE5
VEHICLES PER DAY COUNT PARKING SETBACKS:
in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials vTtthin 100 ,-._ � , OFFICE: I SPACE PER 250 &•F
engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to .� FRON F ` A'9�
g PROPOSED BUILDING ENTRANCE c -
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. `°� EA : E, r58 I �CE5 REQUIRED
D �
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement REAR: " 5' 355.3'
85 SPACES REQUIRED
EXISTING STREET LIGHT YOUTH ROOM: NO PARKINCs REQUIRED
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
account receivable basis. GROSS FLOOR AREA
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered PROPOSED STREET NAME SIGN -+ SUNDAY SCHOOL TRAILER = 864 SF. X
professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT I PROVIDED:
geotechnical report has been prepared, it should supersede the requirements in this note.
SANITARY MANHOLE IDENTIFIER C 86 SPACES
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating O
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement NO NEW caIGN REQUIRED HANDICAP SPACES REQUIRED:
PER S= 4 SPACES
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
County appear below. These numbers shall also be used to serve in an emergency condition. STORM DRAIN STRUCTURE IDENTIFIER P
12
in Frederick C y pp ditiHANDICAP SPACES PROVIDED
4 SPACES X
C S FIRE MARSHALL'S NOTE EASEMENT LINE - - - - -
OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLDG. N VAN ACCESSIBLE SPACE) E'
ANY DROP. LIGHTING SHALL U O U
UTILITlV T CONTA CENTERLINE - SHIELDED TO PREVENT GLARE a
03fd OUTDOOR STORAGE: N/A �'
Fire lane markings and si na e: EXISTING SPOT ELEVATION X ON R-W ADJ. PROPERTY i/)
Water/Sewer: Frederick County Sanitation Authority PROPOSED SPOT ELEVATION X 125
P.O. Box 1877 An "No Parkin " signs .and yellow painted curb locations. will be installed LANDSCAPE CALCULATIONS OUTDOOR TRASH RECEPTACLES. NONE PROPOSED
Winchester, VA. 22604 y g g y p : EXISTING TREE DRIP LINE E- 1 Z
(540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. LANDSCAPING NOT REQUIRED W o
E _
Bell -Atlantic NOTE: ALL UTILITIES 5H LL BE UNDERGROUND
Phone:
P.O. Box 17398 EXISTING TREE �j� 15" OAK 15" PINE '" w
Baltimore, MD 21297 APPROVAL BLOCK �, OAK INE NOTE: OCCUPANCY PERMIT WILL NOT BE 155UED UNTIL ALL APPROvAL5 AND
(301) 954-6282 PROPOSED TREE �
AND PERMITS HAVE IBEIEN OBTAINED FROM THE HEALTH DEPARTMENT FOR THE W
Power: Allegheny Power MISS UTILITY 1-800-257-7777 APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A e �WELL AND SEPTIC SYSTEMS. (�
g Y PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL.
P.O. Box 1458
Hagerstown, MD 21741
W24
SITE PV�Ad\9 APPROVAL INSPECTIONS DEPARTMENT NO'i c: 1-800-654-3317 ,a� W14
C� ��
JAME^ _ ®ATE \' I. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303,UJ
Gas: Shenandoah Gas Co. USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2000
P.O. Box 2400 - °�✓�a�r SITEPLMNUM� 1 �b� OTHER CODES THAT APPLY ARE ICC/ANSI A II-1.1-e8 ACCESSIBLE AND USABLE FACILITIES. �
Winchester, VA 22604 SIGNATURE DATE 2. PLANS SUBMITTED FOR PE1<MIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED Cl)
(540) 869-1111 ARCHITECT/ENGINEER. U
FCSA CONSTRUCTION NOTES TRIP GENERA TIDN DA DATA of FREDERICK COUNTY COVER SHEET
3:
�r
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL 0�
CLASS USE GROSS SF N0. OF EMPLOYEES TRIP RATE VF'D
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. g /W
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
� TUNG NI IQ ADHIKUSUMA9 Project Name: Project Number:
560 CHURCH 7,125 9.49/1000 SF 67.6 No. 026715
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE NEW LIFE C H R f S T I AN CHURCH 2103
O
AUTHORITY'S INSPECTOR. A.As'�
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY SIGNAL Magisterial District A '
Date of Plan. (Month, Day, Year)
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL 68 Si-IAUJNEE DISTRICT
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 JUNE 3Q�, 2sa�(o �`' . �'
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING. ORDER. IT IS - -
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE. THE METER BOX ASSEMBLY INSTALLED CORRECTLY. - PROFESSIONAL SEAL & SIGNATURE Owner: Address, 'including Zip Code & Telephone No.
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EY'ISTING LINES. SHEET INDEX WINO2S30 MIDDLE ROAD
THE TRUSTEES OF THE NEW LIFE C�NRISTIAN CHURCH WINCHESTER, VA 22603
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (540) -123-9-133
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND DATE: SEPT 2008
I COVER SHEET (NEW) Developer; Address, Including Zip -Code & Telephone No.
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE 9 P
INO W
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 2 51TE PLAN WITH REVISIONS IN THESE PLANS SHALL BE APPROVED BY WMIDDLE ROAD DESIGNED BY: JSM
THE ZONING ADMINISTRATOR PRIOR TO THE TRUSTEES OF THE NEW FIFE Cil-I�'ISTfN CHURCH INCHESTER, VA 22�03
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. CONSTRUCTION. (540) -123-9-133 CHECKED BY: TNA
8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR Engineer Certifying Plan, Address, Including Zip Code & Telephone No,
DOMESTIC) THAT .GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. 151 WINDY HILL LANE JOBNO. 2�iO3
GREEN
WAY THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. UJ,4�' ENGINEERING WINCHESTER, VA 22602
(540) 662-4185 SHEET I OF
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