HomeMy WebLinkAbout08-06 Church of Christ at Mountain View - Storage Building -Back Creek - BackfileCHURCH OF CHRIST AT MOUNTAIN VIEW
THE CHURCH OF CHRIST OF WINCHESTER, VIRGINIA
PROPOSED STORAGE BUILDING ADDITION
PROJECT:
STORAGE BUILDING ADDITION
CHURCH OF CHRIST AT MOUNTAIN VIEW
P. 0. BOX 2702
WINCHESTER, VIRGINIA 22604
(540) 869-2244
APPLICANT:
JEFF WHITACRE
694 GERMANY ROAD
STEPHENS CITY, VIRGINIA 22655
(540) 868-0160 OR (540) 533-5139
DESIGNER:
PAINTER —LENS, P.L.C.
116 SOUTH STEWART STREET
WINCHESTER, VIRGINIA 22601
(540) 662-5792
ENGINEER:
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: NON—RESIDENTIAL USE
SETBACKS:
FRONT: 60 Ft. (EX. ROADWAY)
45 Ft. (PRIVATE INGRESS/EGRESS)
SIDE: 50 Ft. (RESIDENTIAL)
100 Ft. (AGRICULTURAL)
REAR: 50 Ft. (RESIDENTIAL)
100 Ft. (AGRICULTURAL)
ACCESSARY BUILDINGS:
15 Ft.
BUILDING HEIGHT:
35 Ft. MAXIMUM
PARKING:
1 SPACE PER 3 Ea. FIXED SEATS IN MAIN ASSEMBLY
AREA: (9'x 20')
OR 1 SPACE PER EACH 4 STUDENTS
BUILDING AREAS:
EX. CHURCH:
41,155 Sq. Ft.
HEIGHT:
59' — 0"
w / SPIRE:
114' — 8'
PROP. ADDITION:
1,920 Sq. Ft.
HEIGHT:
25' — 0"
TOTAL AREA:
43,075 Sq. Ft.
PARKING REQUIREMENTS:
MAIN ASSEMBLY: 820 SEATS:
820 FIXED SEATS / 3
—> 273.3 SPACES
TOTAL REQUIRED SPACES:
—> 274.0 SPACES (9' x 20')
or
SCHOOL: 200 STUDENTS
200 STUDENTS / 4
—> 50.0 SPACES
TOTAL REQUIRED SPACES:
—> 50.0 SPACES
SPACES REQUIRED:
—> 274.0 SPACES
w / 7 Ea. HDCP SPACES
(1 Ea. VAN ACCESS)
PROPOSED DEVELOPMENT:
STORAGE BUILDING ADDITION
AREA: 1,920 Sq. Ft.
1 STORY
HEIGHT = 25 Ft.
PARKING PROVIDED:
EXISTING: 306 Ea. PARKING SPACES (9' x 20' TYP.)
HDCP: w/ 8 Ea. HDCP SPACES (12' x 20' TYP.)
(2 Ea. VAN ACCESSIBLE SPACE — 16' x 20')
PROPOSED: NONE
LOT COVERAGE: BUILDINGS / STRUCTURES (FOOTPRINT):
EXISTING:
BUILDINGS: 56,119.02 Sq. Ft.
PAVEMENT: 168,641.59 Sq. Ft.
CONC. & WALKS: + 3,142.51 Sq. Ft.
227,903.12 Sq. Ft.
PROPOSED: 1,920.00 Sq. Ft.
TOTAL: 229,823.12 Sq. Ft.
(5.276 Acres)
OPEN SPACE: N/A
LANDSCAPING: 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 ANDIFICATIONS 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 FREDRICK, 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 APPL►CABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTIU11ES WITH THE
APPRORIATE UTILITY COMPANY, IF APPLICABLE.
TOO RAGE BUILDING ADDITIOO N
INCHE TER CH RCH OO F CHRI TAT MOUNTAIN VIE
BACK CREEK MAGI TERIAL DI TRICT
FREDERIC COO U TY I I F1 im
1
M
1w ar e
wow MfffiWzK AV Ammarmy 99waff
M )" x M P.F-A?A
tr USEa9W
S52'08'S7'1P 337: 53' S52'01 40 T 47°5. 32'
I
�I
of
0 I EXISTING
BUILDING
I P4 I
OL
OI II I11
EXISTING 11
BARN II
—
®® _— — — — — — —®®®
I®® ------- �y
I I y I ® ('EXISTING i EXISTING ®
f f LLASS ROOM) BUILDING ®
g
�e�IL _-_��--�
I
�kj § A I I I Ii I l+i 0 /
\` II EXISTING I II ®®/
I I
r' GYM III I
:f �Q
I ®® IL
A
i�/ 1 r-®e®_j
--- EXISTING I�
BUILDING
L4 " I
PROPOSED t===--_,'�--_ -___; 1 \� *>
STORAGE t__ --T -- ---r
BUILDING t=�•�\�� — ®� t
r "1 - ' --�--- I I P 99 lY 7mP iY TT rr1TI� _- I
1 1 1 1 1
Y!E
__+__ __+_= 1�11111111111111111111�1111
_-L-� IJ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1: 1; 1 1 1 1 1 1; _-
11 I I 1 1 I I I I 1 1 1 1 I I 1 1 1 I I 1 I I I I I 1 I I 1 1 I 1 I 1 I 1 I
I�t
I N52'06'00"X
563 51 ' N51157;25 "K
,25,2. 87 'T�
N52007;23'%' 522. 92'
s N A93MV
RAQM&W &YOMWAFIAMW
aAa N aW
,AW 78-A-17
AM 15-A-18 M AS-A-0
!fit 7�A-M
ABJ74Ap3
as IN,,PASw asJW,,Pq50
as/APA.0
RA
20MM a a
AIM RA
ME. PASAW LM
WE- MACAW 1W ArSO% c
Mr- AEMIX
PROJECT OVERVIEW
1 " = 100'
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 rLOOR 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
ILP
LOW POINT
LT.
LIGHT
IMLP
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 CATV
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 STORAGE BUILDING
SITE LAYOUT PLAN
STORAGE MLONG AMMOON
WNCHESTER CHURCH OF C��1G��0T� AT MOO Unn�l�i AN MOL�Mn
BACK CREEK
ZONING ADMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
{���tiTH o�-a yr �-- PAINTER=LEWIS, P.L.C.
116 South Stewart Street
�M Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: office®painterlewis.com
IONAL � CONSULTING JOB NO.: 0602018 SHEET:
ENGINEERS JANUARY 25, 1995 1 /2
LATEST REVISION: MAY 18, 2006
MrO6 571E 837. 53'
I
EX. POLE
I
II
� I
EX. CLASSROOM RENOVATION --\ � I
EX. SI GN 1
F.F. = 748.95
HGHT: 25'-0" -"� M HALF TYPICAL SECTION I I
1 STORY �A ` OF EXISTING ENTRANCE W
I
AREA: 6,054 SQ. FT. = w � N.T.S. J
CLASSROOM AREA: 1,475 SO. FT. z 1 o �, EX. POLE
USE: SCHOOL � / \ EX. 24" BUTTERNUT i _ I o hi w z LJ
_ w v C
/ �-
� 0 EX. 14 " BU TTERNU T EX WA TER SERVICE -- 30' TO RADIUS CATCH POINT 14 EX. ROADWAY-16'
EX. 24" WH/TE(OA �--T -� f_(ABANDONED) I _ 1/4":1'-0" Min - EX. PAVEMENT I
-EY12" WALNUT =III CG-7
r I 4� I (1-I.L..:: ::::................. ..... - 2" SM-2A I k z
NOTE. (I ::::::::::::::::: .....�.I._I.i.I._I.I.I._. I W Q I
EX. 15" HICMORY `> I I THE CHURCH OF CHRIST OF WINCHESTER, VIRGINIA THE PROPOSED STORAGE SHED SHALL 3" BM-3 j
EX. SHELTER REPLACE THE EX. BARN. PRIOR TO 100'
IPIN: 75-A-12 OCCUPANCY OF THE SHED, THE EX. I I " 8" 21-e
F.F. = 748.95I ,h� BARN OR THE EX. BUILDING -MOUNTED Min. 12L
D.B. 555, Pg. 774 COMPACTED SUBGRADE 3
SIGN SHALL BE REMOVED. ( 1 I
I f ZONED: RA I �/ . ► I
USE: CHURCH & SCHOOL I
J / 1 � EX. END WA
EX. 24" ASH " t-I I-9.00' AREA: 29.3924 ACRES APPROXIMATE LOCATION OF I / ��
,ag RELOCATED HOUSE. (FUTURE) - eX-STORM EWER
l Tom EX. ASPHALT EX. POL i
I I I 1 4 +34.89
EX. 12" HIIKORY 1 I-�e'II�--��� `) PAD I EX. WA TER LINE j i 3.79
I �e'I- o �l EX. 19" TWIN WHITE OAK I I
N 1� 15+77.16 - - - - -16+00 ' \\ I+*.69'34.Bs
3/4" 0 COPPER Type K - I �� �� `I• F.H. Ass 45' Bend & T.B. 100 60 \ i� w
WATER SERVICE rho ^wry Min. Min. \ l I v
MAINTAIN EX. I r +�s.7� z
"� ��I SHOULDER WIDTF4• 4s� Q
2 -45' Bend 8a, T.B.-3/4"0 Copper ` ;;X�7BA
J V)
_J, \< EX. POL r\ \Type "K" / %^ ��� RN ALONG TAPER. �I o I o
EX SAD ter Service Assy. "• / 14+95.89 + 471 o
VOLLEYBALL I COURT \ \ �, \ 8 PVC 5 LINE
21 ` I �� I I �4 51
WAT� LINE � � �6 2 ea. 8" GV &Box
\ " I , 1 8"x8"x8" Cut -In
EX. 18 WHITE,,OAK Ex. 20 Dfive 1 ed. 8 GV & Box i TEE & T.B. �� I1 +J465
\ »\ o� 45' Blind & T.B. / 1"x8"x8" Tee & T.B ,,. EX. GUY >33` ) 4s5 +
„ \ EX. 24 ASH /L- 8 PVC SDR 21 0
EX. 13 BUTTERNU L/EX` 18" ASH \ � _ I tX. FIRE ' LINE ( ection A) \ _11+62.93 WATER LINE i62 WIRE _ ` I Lo
EX. 13" WHl TE OAK � - =� - \ - /� �_ 10. _ _ �•--,• _ 10+00 ->jA 4. 42 *' sR
" " \ -y- -y --z - - - 10+00 10.00 - _ . +00 EX POLE ` EX. POLE\
2 -45' Bend & T.B. 2 PV`C SDR. 21� �. -. S \
1 .L / / ---�' - �-- 2 - 45' Bend &
FORCE M�QIN -�. �"! EX. . ASPHALT DRIVE '-'"r �•
_
>-- - _ - I EX. SIGN \ 4. 45 Jr. 49
NOTE: \ X. POLE // I / �` EX. Gl9Y - - �3I I -
FIRE LINE F.H. Assy -� ` r _ L - _ _ HGHT: 7.2 � EX. C&G �
ALL FINISH GRADES SHALL MATCH THE _
EXISTING CONTOURS PRIOR TO CONSTRUCTION. - - - - - - - - n - - E (Section B) - - E_X. WELD_ _ _ OPTIONA _ _�ER
LANE L3'l x 7.2h 35.2 �Q /F 2 TO BE REMEDX. ASPHALT DRI l - --- - J o
EX. GUY / / EX! POLE �-- - - - - - �-- 4 T 4.44 +J4.4J I
`- W/RE� / / \ i EX. ASPHALT DRl I/E \ _ EX. POLE - - - _- - - - - - - - - - - - - �--0 h 0 0
_ 64 45' Bend
( ) .� _ _ EX POLES - - - - - - - - - - - - - - 1 WIREG. I EX. C&G I `y w
- I� �� �~ - +34. J8
76.00 � 0 m o { � EX. ASPHAL T DRI VE - - - - _ _ _S EX. PO J4 4 °D W ^Cn
HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL » o EX.. TRAILER I I R� ---- _ _
N.T.S. N.T.S. EX. ,'6 CRAB CLASSROOM \ 0 3 pR� F.L GRAVEL DRIVE ��03 Q3 I 3494 Y I o
HANDICAP SIGN A6'PLE TREE , I i2.11' � F.F. = 767.00 I 'I X. �SE� � / �0.0' - O �
-12` x 18" STD. T f �
L1-O 76 8 NOTE: EX. TURN LANE & TAPER - �. I >-
( I
4? _ -12" x s" STD. 1h I; I w / \ 4' W Ik L - �6�_!/ u' \ss B. 1 G j ST RY •P THE EX. HOUSE IS TO BE REMOVED 8" 21-B STONE
Lv O` d�
�J - - - O \ i \ ��� 5 I / +J4. JJ J
/V " " '�'� «`�--TTT ' 50.0' T 94.30
I�gI / lO y/ I`V ,�- 3/4 Copper Type K & RELOCATED AND THE EX. 3�. BM-3 BASE COURSE: o� I J o p
/ \ Ey m 1 _ EX. 4 CONC. -T �V` T Water Service Ass DRIVE SHALL BE ERADICATED 2 SM-2A SURFACE COURSE 'EX. CG-7 0j Q � W
O� HDCP SYMBOL - STD. U-CHANNEL POST I /\ X I WALK & STEPS y
(YELLOW) J in O I� 1 "� Copper Type "K" AT THE TIME THE FUTURE PARKING ��+ 3 > .� ~
=-1 � 10,o"/ FIRE -RATED WALLS � �%'/ Water Service Assy. AND DRIVE ARE TO BE INSTALLED. s42s+3432 0
ts
z z% I (15' From Corner) " 637.40' EX. POLE a-
� f � � \ � I•, I - Ex. 4 � C.O. As I
�1 -PROP. GROUND I Q ( ' I Q \ �, �orove a onnection to the SETBACK REQUIREMENTS: X J4.34
.�2 I � D FRONT: 60 / + +
Ex. 4 0 San. Sew. Lateral I ( 4.24
o / / k k \�(� Ir EX.. GYMNASIUM & SCHOOL C� - '
�, RESERVED I W I I W z I� = EX. 36" MAPLE SIDE: 50, RESIDENTIAL) EX. S/Gl� 1 I I
0 NOTES: PARKING F.F. 767.54 1 / 100 AGRICULTURAL / 1 I +J4.J5
_. - \ c� J " TREE (TYP) ) 14 w
- ALL CONSTRUCTION SHALL CONFORM TO ADA z; HGHT.: 32 -0 I I I -�3+00 REAR: 50 , (RESIDENTIAL).22
Un I I \ � 1 STORY w GYM '�#} / - " (AGRICULTURAL)
I Q
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. / 1 ' \ IV II /o - - Ex. 4 San. Sew. Lateral 100 AGRICULTURAL
AREA: 18,125 SQ. FT. �I �,� EX. GRAVEL -�- +3437 ~
8 TYPICAL FOR VAN ACCESSIBLE SPACES ec J I I I ! ` USE: SCHOOL I I -- NOTE. SHOULDER
I II II 4.20 V)
5' TYPICAL FOR OTHERS. ^� k f �FUTURE PARKING LOT AND DRIVE TO BE I I
PAVED WITH THE TYPICAL PAVEMENT E ENT I �
VAN cp, LLf I I r
EX. HVAC I N A H IM OF CONSTRUCTION. UNIT &PAD /
II +
/i / C.7
�i6/ r / ; _ / I / X. WATER LINE 642.42' EX. POLE I �u 0
ARROW DETAIL
N.T.S.
ARROW TO BE POSITIONED AS SHOWN ON PLANS / / �g��C ^ / 31.50'
TOP 7.38 _ _ �� �. �"► _ Vt QI I
INV OUT � 76.�.33�
_ _ EX. F H. �_ I
n 21" - I I kl
�__---I---/ -- EXISTING CHURCH EX. LIGHT --- l -- ® A( SEW. SERl4� EX. MH. W I
60 ------�--! F.F. = 767.54 r : p 3 - �429, CE I
N EX. L�HTI--- ---� I I I HGHT.: 59'-0" _-� - I I EX. I �X. WALK+-- / _J TOP = 742.73CANOPY w/ SPIRE: 114 -8 _ _ IN IN = 736.52 _ "
EX. ,34 �_-
---I--- ---I I I AREA: 23, lNV OUT = 735.14 8 I
I - - - _ _ - - - J SA SEW P VCR _ I EX 95. 5 - 8 VC
030 SQ. FT. ®_ 8.8 � SAN. SEW. S V10E
STRIPING KEY 21 - ----I--- �, I I I USE: CHURCH I& SCHOOL ` s L__ 11+00 -- ® SER�IC
I _ z _ - � EX. L/GH T r p 1.97�' E � --` ` I I I ®1.19i
TYPE B, CLASS I, YELLOW PAVEMENT MARKING, _ _ _ - - _I_ - Y -� EX. MH.
ELONGATED SINGLE ARROW. SEE DETAIL. - - -I- - - - - \ _
® EX. LLGd L� _ _ _ _ _i_ I ���� - 6
EX. MH. I I �-- - - EX. F. H.
- - _ 1 TOP = 735.16 I
--- +� --- 432.30' - - -�`� - I- - - \ _ - IN IN = 728.42 I I I
O I IN OUT = 728.35 I I
---I--- Q ---I-- S X\ - _
�� � �- - Q � EX POL
E
r -110' _ ------ EX. F.H. CL z I
-- -- Z---I---� 6"W t I I �i -�
PROP. STORAGE BUILDING -- EX. LIGHT I. _ ti_I_ _- EX. WA TER L/NE I t I t 1 I I I I I i®I I 1
F.F. = 8" ABOVE EX. GRADE - _I_ _ _I_®_ i I I I I I I I I I I I I I I I�
HGHT.: 25'-0" (Max.) I ( -- I W I 10+00 k 6 I ~z I
AREA: 1,920 SQ. FT. I I - _ _ _ _ _ _ _ EXISTING ASPHALT PARKING _ p 131 I
USE: STORAGE
---I------I--- I __EX. LIGHT- I_-- I_
238.17 ( - I _ I I I E�. I Ll�dT I I I ci�XI LIG� TI®I I E4 I L IG' 1G T"I
t r---I--- --t--- I I I I I I� 1 I I I I I �j"
NOTE: REVISIONS
THE CLOUDED AREA INDICATES THE PROPOSED '
�' _ Q EX GRAVEL I L"
REVISIONS FOR THIS SITE PLAN. A NEW STORAGE - SHOULDER I
BUILDING SHALL BE CONSTRUCTED, AS SHOWN.
EX. WATER VAULT
NO OTHER REVISIONS OR ALTERATIONS ARE i I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I l I I I l I l l 0 EX. POLE
HEREBY PROPOSED AT THIS TIME. I l l l l l l l l l l l l l f l l l l l l®i I I I I I I I I I I I I I I I I I
� � � � �� � � � � � J_� � � .� � �. � � �y � � � y � � - - - - 8"W - - - - - - EX. WA TER LINE - - 8"W- - - - � �- - EX. POLE
EX. GU Y - - - -
WIRE EX. POL I
N5,2006 *00 IF 568. 51 ' N51057;251 F 225,2. 67' 11N5,200� ;?3 V r 52,2. 92 �
W 0 W 150
Scale 1' = 50 ft
S52V140 IF 4 75. 32'
W
O
Ld Z J
U �-
�3 O O � 1=
z W o m o CL
O O
O Co Q U
cii O Z Ld
� DE� U
U
o �
t'n
u)
rn
rn
rn
rn
�
cp
IW-
N
O
N
Q
0
0
0
Z
0
_J
Z
mg
a
!W
V
00
W
_
O�
O
L.Li /X/��
J li
U
Z
W
V
O
>
_
0
06
z
=
Y
U
W
O
W
U
33
U
G.I
Y
>
V
�
Z
W
�
U
I/
li
o
O
■
U
J
a
w
'- 0
N (0
N
a)
I`
�
E
o
V
L
Vi
NI)
(n
N
N
•
3
3 .�
0
0
C:
0
W
J>�-
L.
It
Ln
��
L
oc
'J
_
V
o
LUs
N 0
o
_
a
.�
(
'
I-L°L-w
Z
a
a
0 Cf)
zO
J Lj
� z
V)
ow
Q- s
Ir W
643
`pslONAL
SURVEY:
C.I.:
P-L, P.L.C.
2'
SURVEYS
DRAWN BY:
JOB NO.:
P-L, P.L.C.
0602018
SCALE:
DATE-
1 "=50.0'
01 /25/95
SHEET:
2/2
Apo 22To
CHURCH OF CHRIST AT MOUNTAIN VIEW
THE CHURCH OF CHRIST OF WINCHESTER, VIRGINIA
PROPOSED STORAGE BUILDING ADDITION
PROJECT:
STORAGE BUILDING ADDITION
CHURCH OF CHRIST AT MOUNTAIN VIEW
P. 0. BOX 2702
WINCHESTER, VIRGINIA 22604
(540) 869-2244
APPLICANT:
JEFF WHITACRE
694 GERMANY ROAD
STEPHENS CITY, VIRGINIA 22655
(540) 868-0160 OR (540) 533-5139
DESIGNER:
PAINTER—LEWIS, P.L.C.
116 SOUTH STEWART STREET
WINCHESTER, VIRGINIA 22601
(540) 662-5792
ENGINEER:
TIMOTHY G. PAINTER, P.E.
PARCEL INFORMATION:
PIN:
75—A-112
SITE AREA:
29.3924 Ac.
ZONING:
RA — RURAL AREAS DISTRICT
PROPOSED USE:
CHURCH & SCHOOL
CURRENT USE:
CHURCH & SCHOOL
ZONING REQUIREMENTS:
DENSITY:
N/A: NON—RESIDENTIAL USE
SETBACKS:
FRONT: 60 Ft.
(EX. ROADWAY)
45 Ft.
(PRIVATE INGRESS/EGRESS)
SIDE: 50 Ft.
(RESIDENTIAL)
100 Ft.
(AGRICULTURAL)
REAR: 50 Ft.
(RESIDENTIAL)
100 Ft.
(AGRICULTURAL)
ACCESSARY BUILDINGS:
15 Ft.
BUILDING HEIGHT:
35 Ft.
MAXIMUM
PARKING:
1 SPACE PER 3 Ea.
FIXED SEATS IN MAIN ASSEMBLY
AREA: (9'x 20')
OR 1 SPACE PER
EACH 4 STUDENTS
BUILDING AREAS:
EX. CHURCH:
41,155 Sq. Ft.
HEIGHT:
59' — 0"
w / SPIRE:
114' — 8'
PROP. ADDITION:
1,920 Sq. Ft.
HEIGHT:
25' — 0"
TOTAL AREA:
43,075 Sq. Ft.
PARKING REQUIREMENTS:
MAIN ASSEMBLY: 820 SEATS:
820 FIXED SEATS / 3
—> 273.3 SPACES
TOTAL REQUIRED SPACES:
—> 274.0 SPACES (9' x 20')
or
SCHOOL: 200 STUDENTS
200 STUDENTS / 4
—> 50.0 SPACES
TOTAL REQUIRED SPACES:
—> 50.0 SPACES
SPACES REQUIRED:
—> 274.0 SPACES
w / 7 Ea. HDCP SPACES
(1 Ea. VAN ACCESS)
PROPOSED DEVELOPMENT:
STORAGE BUILDING ADDITION
AREA: 1,920 Sq. Ft.
1 STORY
HEIGHT = 25 Ft.
PARKING PROVIDED:
EXISTING: 306 Ea. PARKING SPACES (9' x 20' TYP.)
HDCP: w/ 8 Ea. HDCP SPACES (12' x 20' TYP.)
(2 Ea. VAN ACCESSIBLE SPACE — 16' x 20')
PROPOSED: NONE
LOT COVERAGE: BUILDINGS / STRUCTURES (FOOTPRINT):
EXISTING:
BUILDINGS:
PAVEMENT:
CONC. & WALKS:
PROPOSED:
TOTAL:
56,119.02 Sq. Ft.
168,641.59 Sq. Ft.
+ 3,142.51 Sq. Ft.
227,903.12 Sq. Ft.
1,920.00 Sq. Ft.
229,823.12 Sq. Ft.
(5.276 Acres)
OPEN SPACE: N/A
LANDSCAPING: NONE REQUIRED
STOO RAGE BUILDING ADDITIOO
WINCHESTER CHURCH OO F CHRI TAT MOUNTAIN 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 ANDIFICATIONS 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 FREDRICK, 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.
=ACK CREEK 1111AGISTERIAL DI TRICT
FREDERICK COUNTY, j11F,E A
VICINITY MAP 1" = 1000'
CAWOMU n1 ar kwmo
AWMFrA0= AC Amm OrA'1w mma
AaamPA as077,Po14J 1
zit " 109a 8-p
6a. �WrPAQW test o9w
S52'08'S71F 837 53' S52'014015' 475.32'
0
II
of
EXISTING e
I
I BUILDING e
0 L rJ I
0
pTT.4.
0' I I II "1
EXISTING ie
BARN
O O`.,®®® LJ I lew
— b
® _ _ _ a:
®--___-----
/® r EXISTING 1 EXISTING ®
51i I ' I rl CLASS ROOM --"BUILDING ®
f I LL
L----- �J
I; I /
EXISTING I /�
GYM
tp
I r�s®J
r
s—� r
I� I
I
IrT -
--- I I I EXISTING -
--- BUILDING I
f ---
___ __
PROPOSED
STORAGE
BUILDING
11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N52' 6'00 "Or
568. 51 ' N51'57;25 "F
252 67' TN52'07;23'99r
522. 92' —
,� X
aAMM &M RAY Aimm
aAM &W
PW 7dL-4-17
M 154-1S M 73-A-1-T
FW 75-A-M
AS J79 qe s
" W,, 8o ss Qs im,, P se/
apt 1,4 P# in
GCg PAFAW LAW
6W. YAwr ! M
M. M
1 " = 100'
TH OF+
r
;-WPAND
��
Igo
Gti
�L&�IONAIL'
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.
EXISTINFFGLL
�
FINISHEDOFLOOR
F.F.E.
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 CATV
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
OVER AER 0' LENGTH
T P) N THE GUTTER
I LIST OF DRAWINGS: I
SHT. 1 /2: COVER SHEET
SHT. 2/2: PROPOSED STORAGE BUILDING
SITE LAYOUT PLAN
WINCHESTER CHURCH OF CHRIST AT MOUNTAIN WIEW
BACK CREEK MAGISTERIAL [DISTRICT
FREDERICK K C OO VN7 if 9 WIR(GINIQ
ZONING ADMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
PAINTERmILEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
-- Telephone (540) 662-5792
Facsimile (540) 662-5793
- =- Email: off ice0painterlewis.com
CONSULTING JOB NO.: 0602018 SHEET:
ENGINEERS JANUARY 25, 1995 1 /2
LATEST REVISION: MAY 18, 2006
55,2'OiB 5��
EX. POLE
I
I I
\ X / I
EX. CLASSROOM RENOVATION --� - i EX. SIGN
F.F. = 748.95 -M HALF TYPICAL SECTION
HGHT.: 25-0" \
1 STORY ��� I OF EXISTING ENTRANCE w
AREA: 6,054 SQ. FT. W N.T.S. J
CLASSROOM AREA: 1,475 SQ. FT. ? I w ;z EX. POLE
USE: SCHOOL / 0 EX. 24" BUTTERNUT �`NS- I 3 Ld 0 W Z Uj
\ O Q X W F-
�
' I W I = EX. 14" BUTTERNUT cc Ii U of
EX. WATER SERVICE -30' TO RADIUS CATCH POINT 14' EX. ROADWAY-16'
EX. 24" WHITEiOA F7 T- (ABANDONED) I _ 1/4":1'-0" Min EX. PAVEMENT I O
-E2" WALNUT i=I I Its
CG-7 Lu
"
NOTE: I I=
EX. 15" HICMORY THE PROPOSED STORAGE SHED SHALL -I I II I II I I I I I"') I I� I II I II II II I' ; I I -I 3" BM-3
O'iI THE CHURCH OF CHRIST OF WINCHESTER, VIRGINIA REPLACE THE EX. BARN. PRIOR TO ' j
EX. SHELTER TER _ 1 100 12" 8" 21-B
PIN: 75 A-12 OCCUPANCY OF THE SHED, THE EX.LI F.F. = 748.951 �b� BARN OR THE EX. BUILDING -MOUNTED Min' 3 COMPACTED SUBGRADE / I
D.B. 555, Pg. 774 SIGN SHALL BE REMOVED. ao
r � ZONED: RA I / I
USE: CHURCH do SCHOOL I / I
EX. 24" ASH t-i I-9.00' AREA: 29.3924 ACRES
APPROXIMATE LOCATION OF I / \l) LW EX. ENDWAL
_ 74B RELOCATED HOUSE. (FUTURE) LX STORM EWER
T 171T7 1 EX. ASPHALT EX. POL I
+79 34.89
„ �`'� I I }-�� PAD EX. WATER LINE w
EX. 12 HI �KOR Y �� i --i 8 �-; I T o` J -4 l I
I 8 - N EX. 19" TWIN WHITE OAK I + 4es
N 15+77.16 01 - - - - 4.59 3
3/4" 0 COPPER Type II K - �-T �I F.H. Ass 45' Bend & T.B. 100' 16+00 60' �� w
WATER SERVICE I I \ ho o V Min. Min. I 0
MAINTAIN EX. ( +34» z
SHOULDER WIDTH 4s� FQ-
2 -45' Bend 8q T.B. `3/4 o" Copper �`'' ;� ,�h ;X�7BAR7N
I
ALONG TAPER. o
_� EX. POL Type K r i / �`O C I o 0
EX. SAND ter Service Assy. 8"' PVC 'SDR 21 / / 14+95.89 �� I +,J471 0
VOLLEYBALL' COURT \ \ `% /� WAT LINE / / / ' / �� 2 ea. 8" GV & Box ?` I 4s1 _
/ / I 1 8"x8"x8" Cut -In \ I O
EX. 18 WHITE�OAK ` / Ex. 20 eve �' / / 1 ea'. 8" GV & Box TEE & T.B. \Fn
\ / 1 g"x8"x8" Tee % / ) \ \ I 455 +T4.6s
`\\ ZEX. 24"�AS� 0°1 45' Bind & T.B.: / ` & T.B 8"• PVC SDR 21 EX. GUY 33\ \ o
EX 13 BUTTERNU LEX` 18" ASH Y tX. FIRE LLINE (ection A)=-11+62_93,,/ _ , - WATER LINE �62 WIRE
EX. 13" WHITE OAK -� \� -� 10.gc!' jj -- 10+001 +00 �� 4.42
" - --,� -� -� - - - - 10+00 10.00 -�-G - _ . EX. POLE EX. POLL' I
2 -45' Bend &; T.B. 2 0 PVC SDR. 21 "� --� -- - �S7 -"
' FORCE M�QIN / � 'L /-.. / � �--- �` 2 -45' Bend & i � 41
/ '/'�'1 EX.. �ASPHAL T DRIVE -7
NOTE: l / EX. Gl7Y ' _ _..._ - -� EX. SIGN �3S \ \ r 4.45 34.49
i / �/� FIRE LINE F.H. Assy 1� -- - - _ _ HGHT.: 7.2 EX. C&G
ALL FINISH GRADES SHALL MATCH THE I X. POLE �, L W
- -� - / - - - . E ) EX. WELL _ _ � _ _ -L 3 T.2 / -+�`. 4403E REM WED J
EXISTING CONTOURS PRIOR TO CONSTRUCTION. - - - -1 - - _ _ Section B - - - / 3l x 7.2 hb
/� - OPTIONA TUR _LANE - - - - ' - - - -�
- , _ _ - - - - EX. T DRII - --- + +
EX. GUY / / /J EX POLE �- - - \
x WIRE .. EX ASPHAL T DRIVE -� .& C OSSO 'ER EX. POLE - - - - - - - - _ _ �.O 4.6.'
/ _ _
T _ s ��T-45' Bend & - - - _. _ _ EX. POLE - - . - - . - - - - - - 1 WIREGUY I EX. CdtG I w
76.00' 65 00 0. a �E T" EX. ASPHALT DRIVE - - _. _/EX PO 34.4.3s °D W v1
HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL ; „ ' 6� o EX.. TRAILER / �� 0 3 --�/ 3 Y =
N.T.S. N.T.S. EX6 CRAB u; CLASSROOM \ � pR -. GRAVEL DRIVE �'�Q O3 3434 -
HANDICAP SIGN A�PL ETREE / I , 112.1 �' F.F. = 767.00 I I GJ X.lJ 9U E�`�'{'� / _. 30.0, O
-12" x 18" STD. Ty 4 a
� - 76 8 NOTE: EX. TURN LANE &TAPER =
^� / (�" I I o 4' W Ik LT- s // � "0 13. . � ' � P� THE EX. HOUSE IS TO BE REMOVED 8" 21-B STONE / � W
1-12* x s" STD. / - - �- -f �-�-- o \ I Q -1/ ST RY l " ,55 I T +34.30+��. �1 J
/ l - -- �.� N /G » » & RELOCATED AND THE EX. 3 BM-3 BASE COURSE 7-50.0' J
�I i `� o EX. 4'�CONC.� 3/4 Copper Type K RIV HA L B ERADICATED 2" SM-2A SURFACE COURSE �X. CG-7 �� I . Q O o
O� HDCP SYMBOL - STD. U-CHANNEL POST I Water Service Assy. D E S L E z G� 00
(YELLOW) l "' x I ; WALK & STEPS » » �°` • >
( � ( (A O In - 1 ",n Copper Type K AT THE TIME THE FUTURE PARKING + 3 + +
,� / I Q Q � OcoFIRE-RATED WALLS+'/ Water Service Assy. AND DRIVE ARE TO BE INSTALLED. 3425343? o
G, N ! _ \ z IZ/ ( (15' From Corner) I 4"0 As 637 40' EX. POLE19
p
"1 SETBACK REQUIREMENTS: �1 ( PROP. GROUND�`o� a onnection to the
.� � e D I M ai I Ex. 4 0 San. Sew. Lateral FRONT: 60' / ( 4•?4
o / k k� In I� '�I EX.. GYMNASIUM & SCHOOL I c� • EX. S/G i
M RESERVED I �' I W Z I F.F. = 767.54 ( I I EX. 36 MAPLE SIDE: 50, (RESIDENTIAL) I I
NOTES: _ 1_ PARKING l O ; " _ �l TREE (Typ.) 100 (AGRICULTURAL) 1 II 4 +r4.35 w
ALL CONSTRUCTION SHALL CONFORM To ADA l I / j � �z HGHT.: 32 -0 I I� '/3+00 REAR: 50 (RESIDENTIAL) I ' i� •?? O
I 1 STORY w GYM I
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. M
fp!/r TY' / (� I /a Ex. 4"4� San. Sew. Lateral 100 (AGRICULTURAL) 1' II I Q
i
AREA: 18,125 SQ. FT. I w
8 TYPICAL FOR VAN ACCESSIBLE SPACES ec EX. GRAVEL I I� 4 N
I +34.37
�� / I I � � USE: SCHOOL I� o- 1 1 NOTE. SHOULDER I I I '?o 0
5' TYPICAL FOR OTHERS. ^ f 0 FUTURE PARKING LOT AND DRIVE TO BE I I
--
� PAVED WITH THE TYPICAL PAVEMENT I a
VAN O =
/ ' L I SECTION AT THE TIME OF CONSTRUCTION. I c)
ACCESSIBLE `9 EX HVAC � // � �
J011' UNIT & PAD _ /Vill / I X. WATER LINE 642.42' EX. POLE ) +
ARROW DETAIL / �� I o
z
N.T.S. I I �
ARROW TO BE POSITIONED AS SHOWN ON PLANS � ��C/ 31.50'
72t I ! 60" _ - _ / Jp� %� / 12+00 1�
Q
EX.
TOP = `R$7.38I-
f-- II
INV OUT \ 76J.33U
_ _ _ EX. �H.
�, 21" - -- I _-/ -- I I EXISTING CHURCHfEX.'p / � SA SEW P� "� k I
_ _ _ _ -I- IGHT - - - SE
EX. MH. WI
60" I L 3 ul ® 7.429, SCE I i
-----.�--- ---I F.F. = 767.54 _
N � EX LLGl-ITI___ __J I I I HGHT.: 59'-0" ` .
I ail
I I EX. I �X. WALK - - - _ TOP = 742.73 1
---i_-- --� I i ICANOPY w/ SPIRE: 114-8 I �_--_ _ INV. IN = 736.52 I "
EX. -t- EX. 95.5 - 8 VC
- AREA: 23,030 SQ. FT. ��_ / - � IN OUT = 735.14 S,qN `348 8 -8 P C "'� �VICE
STRIPING KEY I21"I- -__i_-- o -- I I I USE. CHURCH I& SCHOOL EX. :LIGHT 11+00 --� ®1 SEW SER14CE � � � ISAN . SEW. S
TYPE B, CLASS I, YELLOW PAVEMENT MARKING, 97/O " I I I ® 1• -- EX. MH.
ELONGATED SINGLE ARROW. SEE DETAIL._
F ®- EX. EiL� LL�- - - - -1- _ _ _ EX. MH. i I �-- EX. F. H.
TOP = 735.16
432.30' --- ------ ti---I--- t/ r x �� -- INV. IN = 728.42 _ o - - INV OUT = 728.35 I I I
,x\�_ �f Q -- EX. POLE I.
--110, EX. F.H. l _
6"W -T=r -77, IT I T I
PROP. STORAGE BUILDING -- EX. LIGHT I_ ti-_I--- EX. WATER LINE ti _
F.F. = 8" ABOVE EX. GRADE r - - _ _ _I_ _ _ _ _ _I_�_ I I I I I I I I I I I I I I I I�' I cn - _ U' I 0
HGHT.: 25'-0" (Max.) 10+00QI I
AREA: 1,920 SQ. FT. I ( - _ _ _ _ _ EXISTING ASPHALT PARKING
--I--- \
USE: STORAGE
L
ICI-
---EX. LIGHT4-- --i--- I I _I_ I I I_ I I I I _I_ I _I- I I -I I I I I I
238.17' I I I I E�C I Ll�l l T I I I oXl I/G 1� 1 EiY L'N' 1 T„f I -I- - I I �� -- I O
r--I------I--- I I I I I I� 1 1®I I f' I I I I I I I I I I l�
NOTE: REVISIONS
THE CLOUDED AREA INDICATES THE PROPOSED I �u
REVISIONS FOR THIS SITE PLAN. A NEW STORAGE � �� � � J �__-�� EX. GRAVEL I
BUILDING SHALL BE CONSTRUCTED, AS SHOWN. SHOULDER i EX. WATER VAULT
NO OTHER REVISIONS OR ALTERATIONS ARE
I
- -- -- EX. POLE
HEREBY PROPOSED AT THIS TIME. -� u � "-j- 1� 1 � I -&.-' _J_j � A -A. � � __ I --I- I � I -A- 8»W EXWATER LINE 8"W-
EX. POLE
568.51 '
837.530
N51 *57;25 Ar ,25,2. 67'
SWVI VO T 475. 32 A
N52V7;231F 522.92 1
EX. GU Y
WIRE EX. POi
I
Sccl e 1 " = 50 ft
0
rn
0
N
O
0
0
fol
CLPI PI �2 PI �I �2 m
W �
ot
o
� Z J o:
0 0
ULLj
48
F--
Q q Z
p O
o oO o m o C
0CI` Q) o � U
O Q U
U ��iJ Q V)� U W
p 1- _j p Z O
L� LLJ LU U J Cn CD
oc6� zCr) O U Q
o � o
0
m Q CL
In L0 0)
I I I
Cn Lo ;� ^i „. ►�-
I I I I O
,1- 00 LO rJ
N co O
Z
S
:D
Z
m
g
0-
W
0
1111-
ID
00
�g
W
'aJ
W
-
0
0
X
Li.l
J a.
I-
1=
U
Z
W
V
0
_
0
w
U
-
j
=
Y
U
W
O
X
U
33
Cry
U
Y
>
U
�
Z
W
0
LAJIx
w
0
Z
LL_
0
0
d
J
aN
o
N C4
0) �,
r- i\
E
o
U
T
V)
04 N
N
1 .�
co cD
c_
W
3
o�
0
J
N>
T
0 �;
c
U
o
0
0
_ .E
La�
C
Li
Z
Ld
Q
a
t
-er- "A
UIN PM
LSo stbl0AL _ L�
SURVEY:
C.I.:
P-L, P.L.C.
2'
SURVEYS
DRAWN BY:
JOB NO.:
P-L, P.L.C.
0602018
SCALE:
DATE:
1 "-50.0'
01 /25/95
SHEET:
2/2
")'a
`L �0b
y �
�P