HomeMy WebLinkAbout81-07 Mt. View Church of Christ - Church, School (Rep 1. SP 29-05) - Back Creek - Backfile (2)CHURCH OF CHRIST AT MOUNTAIN VIEW
THE CHURCH OF CHRIST OF WINCHESTER, VIRGINIA
PROPOSED PAVILION
ABBREVIATIONS
PROJECT:
PROPOSED PAVILION
CHURCH OF CHRIST AT MOUNTAIN VIEW
153 NARROW LANE
WINCHESTER, VIRGINIA 22602
(540) 869-2244
CONTACT FOR
MR. MIKE WOOLCOCK
THE CHURCH:
153 NARROW LANE
WINCHESTER, VIRGINIA 22602
(540) 664-9316
DESIGNER/
PAINTER—LEWIS, P.L.C.
APPLICANT:
116 SOUTH STEWART STREET
WINCHESTER, VIRGINIA 22601
(540) 662-5792
TIMOTHY G. PAINTER, P.E.
PARCEL INFORMATION:
PIN:
75—A-12
SITE AREA:
29.3924 Ac.
ZONING:
RA — RURAL AREAS DISTRICT
PROPOSED USE:
CHURCH & SCHOOL
CURRENT USE:
CHURCH & SCHOOL
ZONING REQUIREMENTS:
DENSITY:
N/A: NONRESIDENTIAL USE
SETBACKS:
FRONT: 60 Ft.
(EX. ROADWAY)
SIDE: 50 Ft.
(RESIDENTIAL)
100 Ft.
(AGRICULTURAL)
REAR: 50 Ft.
(RESIDENTIAL)
100 Ft.
(AGRICULTURAL)
ACCESSORY BUILDINGS:
15 Ft.
BUILDING HEIGHT: 35 Ft. MAXIMUM
PARKING: 1 SPACE PER 3 Ea. FIXED SEATS IN MAIN ASSEMBLY AREA:
OR 1 SPACE PER EACH 4 STUDENTS
PARKING STALLS: 9'x20'
BUILDING AREAS:
EX. CHURCH:
HEIGHT:
w/ SPIRE:
PROP. PAVILION:
HEIGHT:
TOTAL AREA:
PARKING REQUIREMENTS:
PROPOSED DEVELOPMENT:
PARKING PROVIDED:
EXISTING:
HDCP:
PROPOSED:
41,155 Sq. Ft.
59' — 0"
114' — 8'
2,400 Sq. Ft.
25'-0"
2,400 Sq. Ft.
MAIN ASSEMBLY: 820 SEATS:
820 FIXED SEATS / 3
REQUIRED SPACES:
or
SCHOOL: 290 STUDENTS
290 STUDENTS / 4
REQUIRED SPACES:
TOTAL SPACES REQUIRED: —>
—> 273.3 SPACES
—> 274.0 SPACES (9'x2O')
—> 72.5 SPACES
—> 73.0 SPACES (9'x20')
274 SPACES
w/ 7 Ea. HDCP SPACES
(1 Ea. VAN ACCESS)
PROPOSED PAVILION
AREA: 2,400 Sq. Ft.
HEIGHT: 1 STORY, 25 Ft. (Max.)
306 Ea. PARKING SPACES (9'x20' TYP.)
w/ 8 Ea. HDCP SPACES (8'x20' TYP. w/Dischorge Area)
(2 Ea. VAN ACCESSIBLE SPACES — 8'x20' w/8' Discharge Area)
NONE
LOT COVERAGE: BUILDINGS / STRUCTURES (FOOTPRINT):
EXISTING:
BUILDINGS: 58,039.02 Sq. Ft.
PAVEMENT: 168,641.59 Sq. Ft.
CONC. & WALKS: + 3,799.13 Sq. Ft.
230,479.74 Sq. Ft.
PROPOSED: SHELTER: 2,400.00 Sq. Ft.
TOTAL: 232,879.74 Sq. Ft.
(5.346 Acres)
OPEN SPACE: N/A: NONE REQUIRED
LANDSCAPING: N/A: NONE REQUIRED
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE
COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION
AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF
THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777
AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY.
4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER,
THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS
SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND/OR THE COUNTY OF FREDERICK, VIRGINIA.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION
PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON
THE SITE AT ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON U. S. G. S. DATUM BY A FIELD SURVEY PERFORMED BY
RITCHIE SURVEYS AT A TWO (2') FEET CONTOUR INTERVAL ADJACENT TO THE EXISTING CHURCH AND A ONE (1')
FOOT CONTOUR INTERVAL AT THE ENTRANCE.
8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT,
WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE
APPRORIATE UTILITY COMPANY, IF APPLICABLE.
11. NO OUTDOOR LIGHTING IS PROPOSED AS PART OF THIS PHASE OF THIS DEVELOPMENT.
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION &
MAINTENANCE OF ALL THE LAND DISTURBING
ACTIVITIES AS SET FORTH IN THESE PLANS.
:SIR
y
BE*]Kws N UPAVILIOIm-
75X(1 CREE MA I TERIAL DI TRICT
FREDERIC OO UNT jLF 1jN1111PAm
COUNTY OF FREDERICK
FREDERICK COUNTY, VIRGINIA
VICINITY MAP 1" = 1000,
aanrai#&vN ar 100194 o
WON PIf9Q AUrPAOM AC zvw- av arAVAN IOAUS
W 75-A-K AW 75--A-2A
aBsmPAM aBI77,P#10
,MVM- B-J modt 8-1 —
ase P]B rA40E1NL' GC. a9w
S52006 57T 837 53' � S52107 '40'P 4755. 32'
I
II
O of
Q EXISTING
u- , O SOFTBALL FIELD
EXISTING
BUILDING I I O
r a0 LJ PROPOSED I
O PAVILION
�Tl� n 1 I
OI I 14.' I I II "1
EXISTING \ ® PROP. HDCP II
PLAYGROUND oe� ACCESS III
EXISTING II
DUMPSTER PROP. HDCP
PARKING ,r
o _XIST'IIQG—
I' I I°EXISTINGI
ELA SROOMJ
LL
ii
EXISTING
PAVILION SHELTER EXISTING
GYM
®®t t 0�I II
EXISTING I/ L
PLAYGROUND
--� I ' I _
EXISTING FF--
-- _ I BUILDING ( 1 ------
I-- ----
-- -- u
- � I
Il° - I -- r-- ; Tr rT TT r'TII�- --
I�%J�'1 fTT
-- EXISTING -- I-_- --- -_
� _
STORAGE BUILDINGI I --- --- -- 1L J
-i I 1 �1 _l .IjT1 _.� �
t r--r-- --Y-- j I T ILle+i �-r1T1-r'f-i � Ji i� � �-r�-i � -
N52'06100'Wr 588. 51 ' N51®57;25 "#' 252. 67' N52007'23 -Or 522. 92'
.AdffA(Aff3= &AAIVW am MY AWM AETAERS a:AN'N Now
A* 15-A-17 75�_A-16 AW TEA-IJ )W 7Y--A-If
aB 174 Pp 5 AB 1&,, )$t 5JY aEi JV1 PO SII aB 1)![ ,-A im
AWM M RAER 94 29wa a 2D ER RA
6W PA571W LAW 1W YA W GN.r' A£.S8i1 )w WE ARAM
PROJECT OVERVIEW
1" = 100,
TIi OF "'ill
f
o �
Lic. N YO
8260
�Q �sg �w�
Gl sloxAL �
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
L T.
LIGHT
K LP
METAL LIGHT POLE
K PD
MULTI —PRODUCT DISPENSER
NP
METAL POST
NH
MANHOLE
t DC
NOSE DOWN CURB
� .P.S.
NO PARKING SIGN
r LT
NO LEFT TURN
t RT
NO RIGHT TURN
P T.S.
NOT TO SCALE
C HE
OVERHEAD ELECTRIC
CHT
OVERHEAD TELEPHONE
FIV
POST INDICATOR VALVE
PL
PROPERTY LINE
FP
POWER POLE
FROP.
PROPOSED
PVMT
PAVEMENT
PCP
REINFORCED CONCRETE PIPE
F.D.
ROOF DRAIN
F,=D.
REDUCER
F .0.
ROCK OUTCROP
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CAN
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
*00.00
PROPOSED SPOT ELEVATION
x(00.00) EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1/8" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LIST OF DRAWINGS:
SHT. 1/2: COVER SHEET
SHT. 2/2: PROPOSED SHELTER ADDITION
SITE LAYOUT PLAN
PROPOSED FAWWON
BACK CREEK HAMSTERIAL MSTMC7
FREDEMC K C OO UNT U 9 mamA
ZONING ADMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
PAINTER=LEWIS, P.L.C.
817 Cedar Creek Grade, Suite 120
Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: office®pointerlewis.com
CON 3ULTING JOB NO.: 0709017 SHEET:
ENi INEERS OCTOBER 29, 2007 1 /2
LATEST REVISION: JANUARY 29, 2008
EX. POLE
rAND
TE: PAVILION CONSTRUCTION
IS PAVILION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
SECTION 303-A, ASSEMBLY USE GOUP AND THE INTERNATIONAL BUILDING CODE,
03 (IBC). ANOTHER CODE THAT APPLIES IS ICC/ANSI A117.1-03 ACCESSIBLE AND ----____- I� /
ABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT SHALL -�� I
SEALED BY A DESIGN PROFESSIONAL LICENSED IN THE COMMONWEALTH OF VIRGINIA.EASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF THE IBC FOR SPECIA INSPECTION
� • REQUIREMENTS FOR THIS TYPE OF STRUCTURES. (SOIL, CONCRETE, ETC.) � � -
MeOI 571F 837 53 55,2'01401' 475. 32 Ex. SIG�I
� s i
EX. CLASSROOM RENOVATION -1 _ _ - - -
EX. SIGN I i
F.F. = 748.95 \ _ _ws- -' i ;I
H G H T.: 2 5' - 0" \ _ _ - I PAV EMT DETAIL
1 STORY \ I I
AREA: 6,054 SQ. FT. _ _ - I N.T.S.
CLASSROOM AREA: 1,475 SQ. FT. \ , - " I 2" SM-12.5L EX. POLE
USE: SCHOOL \ 'EX. 24 BUTTERNUT SERVICE -`►� I BITUMINOUS CONCRETE i
\ EX_ WA TER - W '
ANpONO) J Z SURFACE COURSE
\ n EX 14" BUTTERNUT _ _ AB I J
D_ IL STONE BASE COURSE
EX. 24 " IWHI TE ! OA -�-- �- -, _ , - L _
„ I Q COMPACTED SUBGRADE I I -I l I- I I L
1 I I _ - -ESL 12 WALNUT APPROXIMATE LOCATION OF _ _ Lj
i - I -III=1 I Ir
THE EX. SOFTBALL FIEL PROP. PAVILION NOTE: IhIII- x �Z
F.F.=EX. GRADE (� THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED I !Q
EX. 15" HICkORY 0I I (MATCH EXISTING) IN THE PROPOSED HDCP PARKING STALL AREA.
HGT.: 25'-0" (Max.) 1
EX. SHELTER I AREA: 2,400 SQ. FT. I ' ^�'
I F.F. = 748.951 l i J Q
1 I USE: ASSEMBLY00
40.00' --- - 575.84i If
' LXiI
1 i
F EX. END WA 4' I SETBACK REQUIREMENTS: -
"L-'� J 0 I FRONT: 60' _
EX 24" ASH. I - 9 00' a8 o SIDE: 50' RESIDENTIAL ' EX. STORM EWER
o I ( )
}�r-I-i o -T -,
► "I� & ; o EX. ASPHALT I EX. POL i
II a f I I 100 (AGRICULTURAL) ��� 'III I _, An
r PAD -39.6T I REAR: 50' (RESIDENTIAL) NOTE. REVISIONS-'ii i
EX. 12 HIICKORY I o 1 18 I I o I 100' (AGRICULTURAL) THE CLOUDED AREA INDICATES THE PROPOSED
_ EX. 19 TWIN WHITE OAK III
I NOTE: I REVISIONS FOR THIS SITE PLAN. A NEW SHELTER I {4F
„ - - `j I ACCESSIBLE ROUTE 16+00 f ADDITION SHALL BE CONSTRUCTED AS SHOWN. NO
3/4 0 COPPER Type � K - -I - - -\ \ \ \ F.H. As 45' Bend & T.B. N MAX. SLOPE IS 1: 20 I ��"I
OTHER REVISIONS OR ALTERATIONS ARE HEREBY „'' LIJ
WATER SERVICE �o �o MAX. CROSS -SLOPE ��
IS 1:48 I PROPOSED AT THIS TIME. MAINTAIN EX. % Ij''I I +�i4.77 Q
2"-45' Bend & T. B. l \ \ 3 4"o Copper \ i �`�� �� ��� I SHOULDER WIDTFT-' ,;;I F-
\ EX. POLE ��\ \Tye "K" PP \\ , / �,^ -PROP. 5
y „, CONC. WALK I 14+95.89 ALONG TAPER. II i1 I I Q
\ \ Water Service Ass �- g PVC 8DR 21
EX 6 WOOD, 1 ea. 8 Gv j I +3� �'
��? , 4' ,III I
\ \ / WATER LINE / & Box 6° 2 ea. 8" GV & Box
\ \ ENCLOSURE „ i 1 8"x8"x8" Cut -In THE CHURCH OF CHRIST OF WINCHESTER, VIRGINIA '.I I I C)
i 1, 8 x8 x8 Tee !I 1 +3465
EX. 18" WITE,,OAK \\ /' \\\ ��` l \ Ex/ 20 Drive EX. bUMPST R & T. . _ 64 I TEE & T.B. PIN: 75-A-12 I� I I �'
'�C f -EX. DBL. OPAQUE
r L N 01 / �-45' Bend & T.B. METAL G TE*S 62, PROP. HDCP EX. GUY
EX. 24 ,ASH o g}- 8 I- .7 I ? ! I +
EX 13" BUTTERNU „ \`��� \ / - PARKING �F,2 WIRE D.B. 555, Pg. 774 , I) I I o
L E 18 ASH ? I EX. CON SLAB- N Iin
\ - - -- -7 - �- o - - - - - - �-=_- a ZONED: RA �� �I I <T4, s�
�• _> / _ _ _ -- _ 10.00 Section A 8 PVC ;bR 21
EX 13 WHITE OAK �---- `--- > - �-- __ +00 EX. POLE EX. POLE\,'
2"-45' Bend &i T.B� 2" P SDR. 21 - - - - - ,o',o 'R WAE( LINE USE: CHURCH do SCHOOL
�`G = ` 2"- 45' Bend & T B. N
FORCE MAIN �� �?---+-�` / �""+ . EX, EX, -A Al __ ___---1- I AREA: 29.3924 ACRES EX. SIGN 4-Ts44,5 +J4.49
iNOTE: II X POLE ' �''\\ / �� EX. G FIRE LINE -�F.H. Assy" _'1�_ I -'I- I------------ HGHT.: 7.2'
ALL FINISH GRADES SHALL MATCH THE _ __��._ �/ WISE ' - Section B) EX. WE '� ------"1"---- ------ 14.3'l x 7.2h 35 2 30' j i i414'
EXISTING CONTOURS PRIOR TO CONSTRUCTION. r-- -- -- -- - -- - - -- - _ _._ __ ----- ------
EX. GUY %� - -- -- -- - - l- �, __ _ Oi�TIONALL TUR _LANE �- - --FX. ASPHALT DR/V� - a;.,(,S�IQ(� T g I =444 '34.4j I J
n / Y \` EX. POLE ------ --I - - -----
� WIRE ' I / - -+�- & Ci�OSSO ER _ ----- --_ '-�
EX PLAYGROUND - - - - EX. ASPHALT DRIVE - - - - _ _ _ EX. POLE - - - - - - -- - _ _ _ _ __ _ _ _ _ - - " -' - IN
o/ / / / , T- �-� ---- I .-2"-45' Bend &-'t`.� Imo"► --------------- EX POLE - - - - - --� EX. UY If EX. C&G w
- - i�
(Approx. Location) �`� �r1 / / I ,�-- 64 --- ($Yi��-_ ---- - WIRE`�4 4 f
I i '� 6gI (� ���1 I EX. ASPHALT DR/V� '--_'----------/EX. POI,r j4-� i �4.3.5 I w (n
HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL 1 / 1.64 to EX.. TRAILER + R\� -'- 3111
---- -- �� JE --- / •� ; I _ I \�
EX. "6' CRAB I r �� �d.0, 0 4-_"'---
N.T.S. N.T.S. CLASSROOM I � � / p � � - - - - - - .E� GRA VEL DRIVE - - '�► , �. I I T4.�4 _ I �
HANDICAP SIGN APPLE TREE ( I , ( f i 12.11' F.F. = 767.00 \ 'Gi \� �_. __ �`1''` / - - - - - - - - - - - - 4.4 I in
11 O
-12" x 18" STD. h (TYP•> I 1 1 \ I - - - - \ i tom..�� f
® + I / �, I o \\�, L / / EX. TURN LANE & TAPER
-12" x s" STD. Ij I I h o- ��1,, __4 Walk I s� �. �6' /V 1 I / P / 34. W
`�\ �`--- 1 -� T� �' N _ \ \� t /�C _� I / �7� / �!,`�� TC \�� II 34. i0 34. i. I -J
�' -►- I l ._.6 - 3/4 0 Copper Type "K" o� I J
L9 I ID. rn + `� Irn EX. 4 CONC. 1- 1, \ '- - -r $ /
/� Water Service Ass �,
,EX. CG-7 �ti II Q 00 o
HDCP SYMBOL STD. U-CHANNEL- POST / k X_
' WALK & STEPS ` =�� -+ y I li . T4.,�
(YELLOW) / ( 1� \, Ln O in (0,'"`- } / -- 1 "0 Copper Type K" 1 3
,O = I I Z Cv / Water Service Assy.
-- ---------- I 1 .74.2.5 O
--------- ------ --------------
EX. PA V`L/ON 1 I 1 I / I• I 1 7 �- - -� - - Ex. 4"0 C.O. Amy, -- ------------ --- 637.40' - EX. POLE it
�• I� II i � i
_ ___ ----
(Approx. Location) _-_ -PROP. GROUND (`t I I Q �-U ca` / kg I II i /-----1?rovi �e onnection to the I I , +91eid
=I / I r �� /C 4 i� I 1� �, / Ex. 4 s� San. Sew. Lateral i Ii 3424
o / k I I k > 7 r cn Ir EX.. GYMNASIUM & SCHOOL III; �p / ' I
NOTES: j RESERVED
I �" �" I I `O I I�-'11 I 0 �/ / EX. 36 MAPLE .�4�5I EX. SIGN POST z F.F. = 767.54 ,�1 /'Iz, r'`'JHGHT.: 32'-0" I �I� I-I//13+00 (�> (CANNOT BE REUSED. A i I ��,=4,22 I 0
0 I I �_ / / TREE T L,J
ALL CONSTRUCTION SHALL CONFORM TO ADA /! / NEW PERMIT MUST BE �5^� i , I % I I z
o 1 STORY w GYM I I{- Ex. 4"� San. Sew. Lateral RNt
r'' � / I II�Z � --- i I Q
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. 1 J►I I `0y AREA. 18,125 SQ. FT. I i I I- 1 OBTAINED PRIOR TO USE.) i II I,I +y34`�
• S' TYPICAL FOR VAN ACCESSIBLE SPACES ec I I NOTE: I 11 4..
'� ' USE: SCHOOL I I0- w - I II
5' TYPICAL FOR OTHERS. ^� / / I I 110 = I: / FUTURE PARKING LOT AND DRIVE TO BE EX. GRAVEL II
I- \ / 0 .
L10-1/ PAVED WITH THE TYPICAL PAVEMENT SHOULDER I If Io =
ACCESSIBLE I `4VAN0 L- EX. HVAC I� /I / SECTION AT THE TIME OF CONSTRUCTION. i I IIW CD
I
- UNIT & PAD i
- --- - --- ---
i ZIIII II
III I cn
ExPLAYGROUND EX. WATER LINE 642.42----
Aq
C1 4EX POLE oARROW DETAIL (Approx. Location) VN.T.S.
ARROW TO BE POSITIONED AS SHOWN ON PLANS 31.50'oi
, 12+ 00172t I --60" - - /
---ul
\60"-
r T--= -I
--
---- r�►fl% / TOP = �7 3 r� _ _ - - ' °I _ _ _ _ c>n. QI I
- I r------ --- I � �---- 11 II ' / lNV OUT � 76;3.3.�C----- l _ _ _�
2," - I I-----------�------ ; � -----� �x. F.H. I // ��� rn----- �/ ---J SAN36�.4 _8� PAC- _ _
xl
----- ----- _ _ - -----11 SER - EX. MH. Lit
so" I _____ I ----- EXISTING CHURCH EX.:LIGHT rn----- 3 , ® 4SEW SCE - - -
- ------------= ----- I i r I F.F. = 767.54 r°----- -----� 2g N I _ EX. LIG1,Tr -- ---- I I I HGHT.: 59 -0 I r _ - - - TOP = 742.73
-� _ - EX. I 1__E_X_._ WALK
---- I---- ------ -----� I I CANOPYi < w/ SPIRE: 114'-8" I -----� ---- /-----n� IN IN = 736.52 •� _ _ I I I ,
I--- _ ----- --- ----- I i I i AREA: 23,030 SQ. FT. ( I----- r-® / n� IN OUT = 735.14 -X J488 =B�PVC _ i I I EX. 95.5 -8 VC
STRIPING KEY - 21" - I -------t----- - -----' I ; USE: OHURCH I& SCHOOL I - - I I I SAN. SEW sE ZVICE
7 �--- L J ----- 111+00 --- -�I ® SEW. I
TYPE B, CLASS I, YELLOW PAVEMENT MARKING, I ----�------ ? -----� \ I I� \ X. LIGHT I / n� 979 _ _ ` i I 1 0 1. 197 _. -4 0 EX. MH.
ELONGATED SINGLE ARROW. SEE DETAIL ----;------ ----- ; I \ --
I---- Y I \\ \\ /� �_ -/ -- EX. MH. -t - - EX. F.H.
l-®-- \
TOP - 735.16 i
432.30'-
IN IN = 728.42 ! I
/ \ \\ \ /
J i x \ /---t- u
I----- ---- r-®-- Q --®, ----F �t i \\ \ / --/-- Z --®i INV OUT = 728.35 ; I I I
EX. POLE
--
------I------ --- �----- f s�/` .SEX. F. H. zl I
------ ----- I_ ` I " i �' T T T T T T T T T T 7I-t-1
-----,- s W- -1-I-I -` -� -� -T -T -T T T T T i I I I 1 /
----- I 1 I I I I 1 I I LEI
EX. STORAGE BUILDING i 1 I ------EX. LIGHT_ ____ ►�
„ - , - �----- � --- - EX. WATER LINE � � � � � I I � �
F.F. = 8 ABOVE EX. GRADE I I I----- ___-- - -----� ® GJ cn
I
__ -__-�
HGT.: 25'-0" (Max.) ___ I Lu --- ---__ 10+00� ►-I 1
AREA: 1,920 SQ. FT. I I I - EXISTING ASPHALT PARKING
------1------
USE: STORAGE '
I --- - -- ----- -_----1------
-- 1�
+------F------
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EX POLE
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----EX. GUY---
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�Ss10NAL
SURVEY:
C.I.:
P-L, P.L.C.
2'
SURVEYS
DRAWN BY:
JOB NO.:
P-L, P.L.C.
0709017
SCALE:
DATE:
1 "=50.0'
10/25/07
SHEET:
2/2
CHURCH OF CHRIST AT MOUNTAIN VIEW
THE CHURCH OF CHRIST OF WINCHESTER, VIRGINIA
PROPOSED PAVILION
PROJECT:
PROPOSED PAVILION
CHURCH OF CHRIST AT MOUNTAIN VIEW
153 NARROW LANE
WINCHESTER, VIRGINIA 22602
(540) 869-2244
CONTACT FOR
MR. MIKE WOOLCOCK
THE CHURCH:
153 NARROW LANE
WINCHESTER, VIRGINIA 22602
(540) 664-9316
DESIGNER/
PAINTER—LEWIS, P.L.C.
APPLICANT:
116 SOUTH STEWART STREET
WINCHESTER, VIRGINIA 22601
(540) 662-5792
TIMOTHY G. PAINTER, P.E.
PARCEL INFORMATION:
PIN:
75—A-12
SITE AREA:
29.3924 Ac.
ZONING:
RA — RURAL AREAS DISTRICT
PROPOSED USE:
CHURCH & SCHOOL
CURRENT USE:
CHURCH & SCHOOL
ZONING REQUIREMENTS:
DENSITY:
N/A: NONRESIDENTIAL USE
SETBACKS:
FRONT: 60 Ft. (EX. ROADWAY)
SIDE: 50 Ft. (RESIDENTIAL)
100 Ft. (AGRICULTURAL)
REAR: 50 Ft. (RESIDENTIAL)
100 Ft. (AGRICULTURAL)
ACCESSORY BUILDINGS: 15 Ft.
BUILDING HEIGHT: 35 Ft. MAXIMUM
PARKING: 1 SPACE PER 3 Ea. FIXED SEATS IN MAIN ASSEMBLY AREA:
OR 1 SPACE PER EACH 4 STUDENTS
PARKING STALLS: 9'x20'
BUILDING AREAS:
EX. CHURCH:
41,155 Sq. Ft.
HEIGHT:
59' — 0"
w/ SPIRE:
114' — 8'
PROP. PAVILION:
2,400 Sq. Ft.
HEIGHT:
25' — 0"
TOTAL AREA:
2,400 Sq. Ft.
PARKING REQUIREMENTS:
MAIN ASSEMBLY: 820 SEATS:
820 FIXED SEATS / 3 —> 273.3 SPACES
REQUIRED SPACES: —> 274.0 SPACES (9'x20')
or
SCHOOL: 290 STUDENTS
290 STUDENTS / 4 —> 72.5 SPACES
REQUIRED SPACES: —> 73.0 SPACES (9'x20')
TOTAL SPACES REQUIRED: —> 274 SPACES
w/ 7 Ea. HDCP SPACES
(1 Ea. VAN ACCESS)
PROPOSED DEVELOPMENT:
PROPOSED PAVILION
AREA: 2,400 Sq. Ft.
HEIGHT. 1 STORY, 25 Ft. (Max.)
PARKING PROVIDED:
EXISTING:
306 Ea. PARKING SPACES (9'x20' TYP.)
HDCP:
w/ 8 Ea. HDCP SPACES (8'x20' TYP. w/Discharge Area)
(2 Ea. VAN ACCESSIBLE SPACES — 8'x20' w/8' Discharge Area)
PROPOSED:
NONE
LOT COVERAGE:
BUILDINGS / STRUCTURES (FOOTPRINT):
EXISTING:
BUILDINGS: 58,039.02 Sq. Ft.
PAVEMENT: 168,641.59 Sq. Ft.
CONC. & WALKS: + 3,799.13 Sq. Ft.
230,479.74 Sq. Ft.
PROPOSED:
SHELTER: 2,400.00 Sq. Ft.
TOTAL:
232,879.74 Sq. Ft.
(5.346 Acres)
OPEN SPACE:
N/A: NONE REQUIRED
LANDSCAPING:
N/A: NONE REQUIRED
PROD POO ED PAVIL100Ii]N
WINCHESTER CH RCH�;[i F HRI T AT M • NTAIN VIEW
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE
COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION
AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF
THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777
AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY.
4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER,
THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS
SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND/OR THE COUNTY OF FREDERICK, VIRGINIA.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION
PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON
THE SITE AT ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON U. S. G. S. DATUM BY A FIELD SURVEY PERFORMED BY
RITCHIE SURVEYS AT A TWO (2') FEET CONTOUR INTERVAL ADJACENT TO THE EXISTING CHURCH AND A ONE (1')
FOOT CONTOUR INTERVAL AT THE ENTRANCE.
8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT,
WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE
APPRORIATE UTILITY COMPANY, IF APPLICABLE.
11. NO OUTDOOR LIGHTING IS PROPOSED AS PART OF THIS PHASE OF THIS DEVELOPMENT.
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION &
MAINTENANCE OF ALL THE LAND DISTURBING
ACTIVITIES AS SET FORTH IN THESE PLANS.
I
b
I
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=�4C CREE MAGI TER1L nei 1 Iffil RCTj
FREDERICK COO U TY EFGII I NIA
VICINITY MAP 1" = 1000'
cmravvu 1N ar wraw o
w w+ mw.Awrmom we amav armor mma
fill )5--A— filll )3-A-14
as &W Ra 'w as 4W,, Pf 14V
1P7IEM BLT 2DER 8-4 a
68E fWrPA~ i Lr- a9w
S521O6'57T 637 53' S52'01 40 T 475. 32'
- I
I'
O of
EXISTING
u� � O SOFTBALL FIELD I
I WEXISTING
BUILDING
PROPOSED I (�
L O PAVILION
EXISTING o\ \ PROP. HDCP II
PLAYGROUND ('� \ \ ACCESS III
Q�✓\\\\e EXISTING ilk
lJ� DUMPSTEIR PROP. HDCP I w
PARKING ,r
I °®1
I I / r EXISTING
I I I t ELASSROOM,
LL
EXISTING I I I l I I
PAVILION
I I II 777
SHELTER I I I i EXISTING
ICI It ® III
i r J GYM I I I
I ®® f I
EXISTING I ®L 1 J
PLAYGROUND ® � � � e — e
Xv
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-�-- EXISTING
BUILDING
L4
I_-----s------i--- j I I I -TT TT TT TT PT �Jf'IT1171
'T'I'�--
I I 1
__ ---I--- _-J 1 1 1
EXISTING I - ' '
STORAGE BUILDINGI I -- ' -----'--- _-
I --T-- --T-- I"1L 11 I IL I I I1 I I 1 I I J I I I I I I J I1 1 I I I I� 1 I I I
A I I
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ass A93= ,gar
fib` 73-A-17 Mil P& 73-A-1I
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1nWa SPA 20MM, a AMM RA 2099t a
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Lic. 018260
w�
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G
ssIONAL
ABBREVIATIONS
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI —PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CAN
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
*00.00
PROPOSED SPOT ELEVATION
x(00.00) EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1/8" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LIST OF DRAWINGS:
SHT. 1/2: COVER SHEET
SHT. 2/2: PROPOSED SHELTER ADDITION
SITE LAYOUT PLAN
..yiK -...'� atf ,+'.x!��.L'.
iit..R �tra.
n4ie}'{ i`�S.}✓ w :�i
PROPOSED PAWWON
BACK CREEK MLaMSMMAL M37RIC 7
FREDEMC K C OO UH7Va mamA
ZONING ADMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
PAINTER=LEWIS, P.L.C.
817 Cedar Creek Grade, Suite 120
Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: off ice0painterlewis.com
CONSULTING JOB NO.: 0709017 SHEET:
ENGINEERS OCTOBER 29, 2007 1 /2
LATEST REVISION: JANUARY 29, 2008
EX. POLE �
NOTE: PAVILION CONSTRUCTION
THIS PAVILION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE 1
AND SECTION 303-A, ASSEMBLY USE GOUP AND THE INTERNATIONAL BUILDING CODE,
2003 (IBC). ANOTHER CODE THAT APPLIES IS ICC/ANSI Al 17.1-03 ACCESSIBLE AND -----_ '
USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT SHALL
BE SEALED BY A DESIGN PROFESSIONAL LICENSED IN THE COMMONWEALTH OF VIRGINIA. I' I
I
PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF THE IBC FOR SPECIA INSPECTION-
S5,2'06 57'1' 837:53' REQUIREMENTS FOR THIS TYPE OF STRUCTURES. (SOIL, CONCRETE, ETC.) 55,2'01 '40 27 47'5.3,2' \� Ex. siG '
EX. CLASSROOM RENOVATION - _ - - EX. SIGN `
F.F. = 748.95'-0\ _ I PAVEMENT DETAIL
1 STORY \ ��a _ - - I ,
AREA: 6,054 SQ. FT. 1 _ - - _ I N.T.S.
CLASSROOM AREA: 1,475 SQ. FT. ,' \ " 2" SM-12.5L EX. POLE
USE: SCHOOL \ EX. 24 BUTTERNUT R SERVICE _1 I BITUMINOUS CONCRETE LIGHT i
\ EX_ - pNED) IZ
WA T Lu
SURFACE COURSE
\, nEX. 14" BUTTERNUT - (ABAND IJ 6" V.D.O.T. 21-B
ccOo_ I W STONE BASE COURSE
EX. 24" WHITE OA -T -�-- T- -, - I Q COMPACTED SUBGRADE I I -I I I=I I I O
rr
1-�- i - L - - 'Ek 12" WALNUT APPROXIMATE LOCATION OF 1 � El I E _= i L" r
(- -I THE EX. SOFTBALL FIEL PROP. PAVILION k If II k �Z
F.F.=EX. GRADE I� THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED I ��
(MATCH EXISTING) IN THE PROPOSED HDCP PARKING STALL AREA.
EX. 15" HICKORY ( HGT.: 25'-0" (Max.) I I' +�
EX. SHELTER I AREA: 2,400 SQ. FT. ,'� I', i Q
F.F. = 748.951 USE: ASSEMBLY �:QiE
J
I -- --- 575.84' - i �% 1 1 ' rrI W
P EX. ENDWAL _ SETBACK REQUIREMENTS: i\ \\
EX. 24" ASH I ' 0 t-I 1-9.00' �, 01
o I FRONT: 60', -_ - -
• }�rr�- -TT-, ?hR OD O o 1 SIDE: 50 (RESIDENTIAL) , ,>,, J EX. STORM EWER
III 7� o l 1 I EX. ASPHALT
100 (AGRICULTURAL) EX POL ii Ii ,s�Q
PAD-39.67' I REAR: 50 (RESIDENTIAL) NOTE: REVISIONS
" i�,-v i I
EX. 12 HICKORY I 0 It
-�8'r,I I o I 100 (AGRICULTURAL) THE CLOUDED AREA INDICATES THE PROPOSED
EX. 19 TWIN WHITE OAK , III
NOTE: I REVISIONS FOR THIS SITE PLAN. A NEW SHELTER
N �',' ACCESSIBLE ROUTE 16+00 f ADDITION SHALL BE CONSTRUCTED, AS SHOWN. NO I I
3/4" 0 COPPER Type K - I - - -\\ ; F.H. Asa- 45' Bend & T.B. MAX. SLOPE IS 1:20 1 OTHER REVISIONS OR ALTERATIONS ARE HEREBY ��' I I v
WATER SERVICE , go MAX. CROSS -SLOPE ;I
PROPOSED AT THIS TIME. z
IS 1:48 I MAINTAIN EX.
' \ � �,�� I SHOULDER WIDTI-•l�`' a� �I 2"-45' Bend &s T.B. l \ 3/4"0 Copper \ i ^ �`� / PROP. 5 ALONG TAPER. ,I
\ EX. POLE �� ��Type "K" \ � � / ,' �� CONC. WALK I 4 I o
\ \ , Water Service Assy. 8"• PVC /SDR 21 ) 14+95.89 �,j y .I
EX. 6 W000 ' 1 ea. 8" GV � �, � I E--
\�- WATT LINE / &Box �° 2 ea. 8" GV & Box
\ \ \ \ �ENC�OSURE „ „ I 1 8"x8"x8" Cut -In THE CHURCH OF CHRIST OF WINCHESTER, VIRGINIA I I
1 , 8 x8 x8" Tee
EX. 18" WHITEOOAK \\ - /� \ \�� l \ Exe/20' Drive _ a4 PIN: 75-A-12
EX. �bUMPST�R & T. TEE & T.B. ,. 1i I . _� f -
\ -EX. DBL. OPAQUE > '� I +
EX 13" BUTTERNU L' ZEX. 24"\,ASH\ 0 1 /-45' Bend & T.B./ PROP. HDCP EX GUY
\� \ / METAL G TL~S � 62,9t' 8'I- � •7 PARKING '� I WIRE D.B. 555 Pg. 774 `� , ,� I o
E 18" ASH /r* � - - I 1� _ EX. CON SLAB- - �h I I �n
-\ - _ - - N ., ZONED: RA �� I +T4.5R
\ -.-' - _ - - - _ 10, 8 0 PVC SOR 21 5+00 �' i
-` - - - - / - - - ' --� 10.W' Section AA-7 I
EX. 13" WHITE OAK-----T-----�-- - 10' `
„ - �- � - - - - - R WATEF� EX POLE USE: CHURCH do SCHOOL EX. POLE ,,'
2 -45' Bend & T.B. 2 0 PV`C SDR. 2 j ��� ;---`-�►-- -J: „ iI
FORCE MAIN _-- �'-� -- �-- 2 -45' Bend & T. B. 1
AREA: 29.3924 ACRES
/ ?'---+-� / EX, �(SPHAL ��._----1-- EX. SIGN � + Q
INOTE: / ,' , EX. G� - - J--- I-----i---------- �s I..
EX. POLE \ �/ FIRE LINE F.H. Assyl ► --- , - ___------ HGHT.: 7.2
ALL FINISH GRADES SHALL MATCH THE 1 _ _ , i KWE - - - - - - - I
-- -- - -r -- �- -- -- - - Section B --- -- 35.2 30' , i
EXISTING CONTOURS PRIOR TO CONSTRUCTION. -Y/ /�- A� -- -- -,'-- --� -- - � ---- --� - ---EX 1�4�__. OPTIONAll TUR LANE rt-------�� - EX. ASPHALT DR/1/�- -----Z4_3/ x 7.2h-- ��/A� g, 1 + ��2 +�44� -j
Pq I
EX. GU \ EX. POLE >- -- ---- - -- -- --- -- _
/ 1 I -AL_ & CfkOSSO ER ------ __ -` 'Qs1
EX PLA YGRDUND ,IVRE / T ... EX. ASPHAL T DRIVE _ - - - EX. POLE - - - - - - - - - - - _ _ _ - -- - - - �� • ' I I�
�X
o ,' / / .---6�--- I__ 2 -45' Bend &.�- _---------------- `t - _- -- - - UY EX. Cdc `y
(Approx. Location) �`� �,`� / / I ;� �.s4I_/� ----�(-���I► 1-�------�.--'------ EX. POLE--- -_,-_, - - - __ - o- ~ a- -- = 9 - +�4.�R '�
WIRELij
�-7s.00'---�6�,11 �, EX. ASPHALT DR/V� ---------- /EX. POI j�F4. �s w cn
HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL ,'" I q /6k- to EX.. TRAILER I / i RAJ . 3- - ----� JE , __ - i I Y �
N.T.S. N.T.S. EX., 6 CRAB I , ui CLASSROOM - - - - -
AI PLE TREE I I I -'- "' I l \ I d �� 1 �° -t 4+9D -.1
/ �Ri / - _GRA VEL DRl VE - - - - - - - - - - _.,� / / I a J4..34 I In
HANDICAP SIGN 112.11 I F.F. = '67.00 \ l_ --_- t // - -- - - - _
-12" x 18' STD. I � � I / � _ _ _ GJ �.I �.
(T .) I I I - I I
® yP I W I 1 iW I / s6 E,1�3 1- I /•1 / EX. TURN LANE & TAPER _ .�- Ln
-12" x 6" STD. ] ` �E�C._4 H/ lk l i67 _„� 1 V i ��Q / / 4. �'�� LlJ
/ rxv I --t=r.r_':-' `•, �- \ I l __6-� i I G� 3/4"0 Copper Type „K" ��5 TC 0, \. - II + Q
_ _ _ 34 30
`O V �_ EX. 4 CONC. 1- 1 \- - Water Service Ass I Q O Ld
/10/ � X + I I I WALK &STEPS -r $ / ,EX. CG-7 ''ww:
HDCP SYMBOL STD. U-CHANNEL POST �C X_ I I -�� y' I v1 OO
(YELLOW) �� (�, I I6 X1 N O in r - 1 "0 Copper Type "K" �� ---- = 3 I + +74. �2 I > �
/ ZOO , i I 4} Water Service Assy.------------------------ ii T4.25 O
= I , I =, z �' :z I Il / _ ------------s37.4o'----------- ---- EX POLE 1
EX. PAVILION I � I , I I. I ; 11 i - - / - - - Ex. 4"0 C.O. Assy. _ --- -
' (Approx. Location - -pROP. GROUND��. �h j� I / rovl a onnection to the i I + +�4.
/C 1D I 11 X a Ex. 4 0 San. Sew. Lateral i 1�1 I �T42�
m I EX.. GYMNASIUM & SCHOOL �II`ca sty v // / EX. 36" MAPLE
RESERVED
/ I � W 'N �'I I �- EX. SIGN POST
NOTES:_ _ _ I z F.F. = 767.54 , 1 ,z �1
- / I J I3i Y LL % / / TREE (Typ.) (CANNOT BE REUSED. A II , I �4 2 I w
8' I I HGHT.: 32 -0 I 13+00 I ;}
- ALL CONSTRUCTION SHALL CONFORM TO ADA M
( I ; •� �' ,� / ,� I z _ % / NEW PERMIT MUST BE ) , I % I z
1 STORY w GYM I I ,I - �- - - __-_ ___ _ ^� i
I- Ex. 4"0 San. Sew. Lateral �
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. ' `� _0 p I I I� OBTAINED PRIOR TO USE.) ' I' Q
AREA. 18,125 SQ. FT. a I I , 'i '� F-
• 8' TYPICAL FOR VAN ACCESSIBLE SPACES ec I \ I _ NOTE: I' �4.20+34,3,
USE: SCHOOL I�' O w I;' FUTURE PARKING LOT AND DRIVE TO BE EX. GRAVEL
5' TYPICAL FOR OTHERS. n, '� i I Q =
/ I -� \ I da 0 1/ PAVED WITH THE TYPICAL PAVEMENT SHOULDER 'i I I,IO =
VAN �� L- EX. HVAC I ! /I SECTION AT THE TIME OF CONSTRUCTION. I iw
ACCESSIBLE I� r -
I U
('
I .i -� I UNIT & PAD - -- � I i � I. ,,-,�iEX. WATER LINE _._ _ -_ _._------- s42.42' - ---- - - ----- -------
EX. - --- ---- --- -_ -- - - - -- � II
PLA YGROUND r , 61 EX. POLE I ki +
ARROW DETAIL (Approx. Location) / �`' I I 6, s� �``a'` III I o
Ln
N.T.S. Sx� I --
ARROW TO BE POSITIONED AS SHOWN ON PLANS g��C� 31.50'72+001
- so"I II--------- r--- ----� V �t,��► '� / / / EX. A - - ----nr_�an -4 ul s - o
TOP -
�7.38 _ INV OUT A 763.3111
--- ------ I. EX. F.H. / ----361 4'�
I-- -- ----- y I/ n 8
- 21" - I. I , r°---- , u� SANLO
SEW
- ---- - - -----n SER - - - EX. MH. �I ( - --- , ----- �( EXISTING CHURCH
EX. LIGHT ® t//C - ylI
I - (/
60" ' - --- 1 i r ' F.F. = 767.54 : rn 3 u� 429 E - •�
N EX. LIGHT-_--__ I i I ' HGHT.: 59'-0" I --- °I - - I
---� ______ I , EX. 1 I__EX_.- AALK - n TOP = 742.73 - - - - i
-- - ------ ----- ------ ---- I I I CA < w/ SPIRE: 114 -8 I i----- / -- n� INV. IN = 736.52 ` ► - - -
I ' I > AREA: 23,030 SQ. FT. I (®_ - -_-� INV OUT = 735.14 EX. '348 8 =8" - - - - _ _ _ C1,t I (EX. ?5.5 -8 VC
-----
I----- , "
I
STRIPING KEY - 21" - I - _____ ___-- ____-' i ; -� USE: CHURCH I& SCHOOL
SAN. SEW SERVjCC - ; I I I SAN. SEW. SEI?VICE
o �- - �j EX.:LIGH T I ----- 111 +00 ---- °� ®1.979, E - - I
Z I -I I I ®1 199
EX MH
I TYPE B, CLASS I, YELLOW PAVEMENT MARKING, ------ -__-- ; --- Y ___ ;\ I I \ �� ----- /
ELONGATED SINGLE ARROW. SEE DETAIL. -- i------ -- i I�` % L_---- 'nl r EX. F.H.
1----- EX. LIGI-ITQ----- Q \ / n EX. MH. I-- - - - - -
1- TOP = 735.16
_ ------ - ----- 432.30' - --- , ----- ----- ---- `. /- -----� IN IN =-728.42
O INV OUT 728 35 I
I
I � F y4� ��i►•.� L-�--- Y _1 � I
------a----- `
---�----------a---_ �n s���,� ,���' �-------/ EX. F.H. I-l---- � -
u
---yl1o�----- ------ --- -----------f s�% �' \ ti - Il--- ---- 1 EX POLE i ZI
r- , F -_ _ '- ---
I
- - - - - . l -
EX. STORAGE BUILDING I I 1---- EX. LGHT______ _ ____J-__--- EX WA TER LINE
F.F. = 8" ABOVE EX. GRADE I , L ® I ' ffG/JJ i (n1
„ I I I----- - -- - ----------�--- -- ,� ---� �I
HGT.: 25 -0 (Max.) I I I------ �u I _ 10+00`
AREA: 1,920 SQ. FT. - _ EXISTING ASPHALT PARKING \ �`'
I- I
USE: STORAGE
I------ ------ -----------L-----
� I I I I I I 1 I I I I I I I I I I I I I I 1 1 I I I 1 I --�--1 �► I
L I------------+------------H----- I I I ®I 1 \
T
- I------ EX LIGKt.> .-__-- -----�
------
EX. I L10 T I EX.,'
LI H T ® EX. I LIGHT I 1 1
---_UI
EX. GRAVEL
SHOULDER II
EX WA iER I VA UL T
4 EX POLE I I 1
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1,TH OF nN
U G. PA 1GR 9
LIC. 18260
SSIONAL
SURVEY:
C.I.:
P-L, P.L.C.
2'
SURVEYS
DRAWN BY:
JOB NO.:
P-L, P.L.C.
0709017
SCALE:
DATE:
1 "=50.0'
10/25/07
SHEET:
2/2