HomeMy WebLinkAboutWPO201300036 Plan - Approved 2013-05-20FIRST = APTIST CHURCH COOVESVILLE
GENERAL CONSTRUCTION NOTES
1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY, INCLUDING CONNECTION
TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT
OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS
OF THE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL
CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE
NOTED.
3. EROSION AND SILTATION CONTROL METHODS SHALL BE PROVIDED IN ACCORDANCE WITH
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF 4 :1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE
OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTR�O,� DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE
(RCP) - CLASS Iii.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSRTY (29 CFR PART 1926).
NEW SANCIFUARY =
U I L DI
5883 ND RSON LANE
COV S.V LLE
ALB EMARLE COUNTY, VIn GINIA
OWNER /DEVELOPER:
(""\nW�QW11 I F: r::IQqT PAPTIqT (`*\.1-4HPr.��
WATER AND SEWER CONSTRUCTION NOTES
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE 1508 TRAILRIDGE ROAD
AUTHORITY INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE / I
PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. CHARLOTTESVILLEJ \ 22903
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK
ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY
APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL OFFICE: (434) 924 -4469 FAX: (434) 924 -4042
UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND RAUZELLE SMITH
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE
AUTHORITY ON JANUARY 15, 1998. EMAIL: rjs4p @virgiNa,edu
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"
(1 -800- 552 -- 7001). ARCHITECT:
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF.,COVER
MEASURED FROM THE TOP OF PIPE,- OVER THE CENTERLINE OF PIPE.- THIS INCLUDES ALL
FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE CO, ARC. ITECTS PLC
DITCHES.
8. VALVES ON DEADEND LINES SMALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT
1413 FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. SACHEM - SUITE #
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APPROVALS
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DEPT. OF COMMUNITY DEVELOPMENT -
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ALBEMARLE CO.
DEPT. OF COMMUNITY DEVELOPMENT -
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DATE
A�b "la�tlec CHARLOTTESVILLE, VIRGINIA 2290
Community Development De � inet
Date 5 ' 2 z ' 2 ° t 3 OFFICE (434) 978 -2000 FAX: (434) 924 -9967
File Uu d e 1 S o 00 3.�.
APPROVED
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CONTACTS: RON KEENEY
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I s or KELLY GILMORE
-� EMAIL: Kelly@ KeeneyArchitecture,com
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SHEETINDEX
SITE PLANNING
T1 TITLE SHEET
C1 EXISTING CONDITIONS SITE PLAN
C2 PROPOSED SITE PLAN
C3 PROPOSED LANDSCAPING PLAN
C4 EROSION & SEDIMENT CONTROL PLAN
C5 DRAINAGE AREA MAPS
PH1 PROPOSED PHOTOMETRIC PLAN
GENERAL NOTES:
DATUM
REFERENCE: 778.69' (NAIL AND RI BON IN POWER
POLE AT ENTRY ROAD)
WATER: EXISTING WELL ONSITE.
OVERHEAD
WIRING: ALONG FRONTAGE PROPERTY LINE
FIRE
HYDRANT: NONE ON SITE
NATURAL
GAS: NONE ON SITE
SANITARY
SEWERAGE: EXISTING SEPTIC TANK
AND DRAIN FIELD
REFUSE: HAULED AWAY FROM SITE
SIGNAGE: EXISTING SIGNAGE, NONE ADDED
BOUNDARY INFORMATION FROM PLAT BY:
CHARLOTTESVILLE, VA
DATED FEBRUARY 11, 1998
UTILITY, ROAD & EASEMENT INFORMATION BY:
B. AUBREY HUFFMAN & ASSOCIATES. LTD.
CHARLOTTESVILLE, VA
DATED FEBRUARY 11, 1998
TOPOGRAPHY INFORMATION BY:
VIRGINIA DEPT, OF HIGHWAYS LOCATION AND DESIGN DIVISION,
ROUTE 29 PROJECT 0029 -- 002 -103, AREA SURVEY SECTION
DATED FEBRUARY 24, 1961
TOPOGRAPHY FIELD VERIFIED BY.,
MERIDIAN PLANNING GROUP, LLC
DATED MAY 25, 2010
THE PRESENT USES OF THE ADJACENT PARCELS ARE
SINGLE FAMILY RESIDENTIAL
SITE DEVELOPMENT DATA:
SITE DATA: TMP 109 /6E
DB 1994/604 DB 441/577
SCOTTSVILLE MAGISTERAL DISTRICT
ZONING: RA
SETBACKS: 75' FRONT YARD SETBACK
35' REAR YARD SETBACK
50' SIDE YARD SETBACK
LOCATION: 5883 HENDERSON LANE
COVESVILLE, VIRGINIA
EXISTING COVESVILLE BAPTIST CHURCH
OWNER: EDWARD HENDERSON
RAUZELE SMITH, ETAL TRS
EXISTING
CONDITIONS: EXISTING CHURCH AND GRAVEL PARKING LOT
PROPOSED
DEVELOPMENT NEW CHURCH BUILDING AND REFURBISH EXISTING
CHURCH WITH NEW FELLOWSHIP HALL AND
CLASSROOMS
LAND USE: BUILDINGS; (FOOTPRINT) 7,781 S.F. (6%)
PAVEMENT & SIDEWALKS: 13,352 S.F. (10 %)
OPEN: 110,853 S.F. (847o)
TOTAL SITE AREA: 131,986 S.F. (3.03 ACRES)
PROPOSED
BUILDING USE: CHURCH
HEIGHIT G 50' (PEAKS )
OF STEEP)
PAVEMENT
MATERIAL: ASPHALT SDRIVEWAY & PARKING LOT)
4" 21A, 2 BASE W/ 1.5" SURFACE
MAXIMUM AREA OF PAVED PARKING AND VEHICULAR
CIRCULATION AREAS ARE : 11,744 S.F.
SIDEWALK
MATERIAL: CONCRETE
PARKING:
EXISTING: 29 SPACES INCLUDING 2 HANDICAPPED SPACES
PROPOSED: 37 SPACES INCLUDING 2 HANDICAPPED SPACES
PARKING STUDY: PEAK SUNDAY SERVICE IS A MAXIMUM
OF 35 VEHICLES.
LIGHTING:
EACH OUTDOOR LUMINAIRE EQUIPPED WITH
A LAMP WHICH EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF
LUMINAIRE OR A DECORATIVE LUMINAIRE
WITH FULL CUTOFF OPTICS.
THE SPILLOVER OF LIGHTING FROM PARKING
AREA LUMINAIRES ONTO PUBLIC ROADS AND
PROPERTY IN RESIDENTIAL OR RURAL AREAS
ZONING DISTRICTS SHALL NOT EXCEED
ONE -HALF (1/2) FOOT CANDLE.
SIGNAGE:
SIGNAGE MAY BE QHPIJITTM FOR APPROVAL
AT A LATER DATE.
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APPROVALS
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ALBEMARLE CO.
DEPT. OF COMMUNITY DEVELOPMENT -
PLANNING /ZONING
DATE
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ALBEMARLE CO.
DEPT. OF COMMUNITY DEVELOPMENT -
ENGINEERING
DATE
ALBEMARLE CO.
DEPT. OF COMMUNITY DEVELOPMENT -
INSPECTIONS
DATE
8
ALBEMARLE CO.
DEPT. OF COMMUNITY DEVELOPMENT -
ARB
DATE
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ALBEMARLE CO.
DEPT. OF FIRE RESCUE
DATE
ALBEMARLE COUNTY SERVICE AUTHORITY
DATE
VIRGINIA DEPARTMENT OF TRANSPORTATION
DATE
V
V
VIRGINIA HEALTH
DEPARTMENT
DATE
SHEETINDEX
SITE PLANNING
T1 TITLE SHEET
C1 EXISTING CONDITIONS SITE PLAN
C2 PROPOSED SITE PLAN
C3 PROPOSED LANDSCAPING PLAN
C4 EROSION & SEDIMENT CONTROL PLAN
C5 DRAINAGE AREA MAPS
PH1 PROPOSED PHOTOMETRIC PLAN
GENERAL NOTES:
DATUM
REFERENCE: 778.69' (NAIL AND RI BON IN POWER
POLE AT ENTRY ROAD)
WATER: EXISTING WELL ONSITE.
OVERHEAD
WIRING: ALONG FRONTAGE PROPERTY LINE
FIRE
HYDRANT: NONE ON SITE
NATURAL
GAS: NONE ON SITE
SANITARY
SEWERAGE: EXISTING SEPTIC TANK
AND DRAIN FIELD
REFUSE: HAULED AWAY FROM SITE
SIGNAGE: EXISTING SIGNAGE, NONE ADDED
BOUNDARY INFORMATION FROM PLAT BY:
CHARLOTTESVILLE, VA
DATED FEBRUARY 11, 1998
UTILITY, ROAD & EASEMENT INFORMATION BY:
B. AUBREY HUFFMAN & ASSOCIATES. LTD.
CHARLOTTESVILLE, VA
DATED FEBRUARY 11, 1998
TOPOGRAPHY INFORMATION BY:
VIRGINIA DEPT, OF HIGHWAYS LOCATION AND DESIGN DIVISION,
ROUTE 29 PROJECT 0029 -- 002 -103, AREA SURVEY SECTION
DATED FEBRUARY 24, 1961
TOPOGRAPHY FIELD VERIFIED BY.,
MERIDIAN PLANNING GROUP, LLC
DATED MAY 25, 2010
THE PRESENT USES OF THE ADJACENT PARCELS ARE
SINGLE FAMILY RESIDENTIAL
SITE DEVELOPMENT DATA:
SITE DATA: TMP 109 /6E
DB 1994/604 DB 441/577
SCOTTSVILLE MAGISTERAL DISTRICT
ZONING: RA
SETBACKS: 75' FRONT YARD SETBACK
35' REAR YARD SETBACK
50' SIDE YARD SETBACK
LOCATION: 5883 HENDERSON LANE
COVESVILLE, VIRGINIA
EXISTING COVESVILLE BAPTIST CHURCH
OWNER: EDWARD HENDERSON
RAUZELE SMITH, ETAL TRS
EXISTING
CONDITIONS: EXISTING CHURCH AND GRAVEL PARKING LOT
PROPOSED
DEVELOPMENT NEW CHURCH BUILDING AND REFURBISH EXISTING
CHURCH WITH NEW FELLOWSHIP HALL AND
CLASSROOMS
LAND USE: BUILDINGS; (FOOTPRINT) 7,781 S.F. (6%)
PAVEMENT & SIDEWALKS: 13,352 S.F. (10 %)
OPEN: 110,853 S.F. (847o)
TOTAL SITE AREA: 131,986 S.F. (3.03 ACRES)
PROPOSED
BUILDING USE: CHURCH
HEIGHIT G 50' (PEAKS )
OF STEEP)
PAVEMENT
MATERIAL: ASPHALT SDRIVEWAY & PARKING LOT)
4" 21A, 2 BASE W/ 1.5" SURFACE
MAXIMUM AREA OF PAVED PARKING AND VEHICULAR
CIRCULATION AREAS ARE : 11,744 S.F.
SIDEWALK
MATERIAL: CONCRETE
PARKING:
EXISTING: 29 SPACES INCLUDING 2 HANDICAPPED SPACES
PROPOSED: 37 SPACES INCLUDING 2 HANDICAPPED SPACES
PARKING STUDY: PEAK SUNDAY SERVICE IS A MAXIMUM
OF 35 VEHICLES.
LIGHTING:
EACH OUTDOOR LUMINAIRE EQUIPPED WITH
A LAMP WHICH EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF
LUMINAIRE OR A DECORATIVE LUMINAIRE
WITH FULL CUTOFF OPTICS.
THE SPILLOVER OF LIGHTING FROM PARKING
AREA LUMINAIRES ONTO PUBLIC ROADS AND
PROPERTY IN RESIDENTIAL OR RURAL AREAS
ZONING DISTRICTS SHALL NOT EXCEED
ONE -HALF (1/2) FOOT CANDLE.
SIGNAGE:
SIGNAGE MAY BE QHPIJITTM FOR APPROVAL
AT A LATER DATE.
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REVISIONS:
7 -1 -10 PER COUNTY COMMENTS
OF 5 -11 -10
DATE ISSUED:
DATE PRINTED:
-e- 05-10
kUG 18 2010
DRAWN BY:
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CHECKED `BY ,4
PROJECT NO:
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2 METES & BOUNDS PLAN
760 \� \� \ \ \ / / / / / C I BOUNDARY INFORMATION FROM PLAT BY: SCALE: N.T.S.
HUFFMAN & ASSOCIATES
760 DATER FEBRUARY „A 1998
HENDERSON EDWARD R OR WILLIE ANN
OR GLE OR JUDITH ANN HENDERSON
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D.B. 1454 PAGE 526
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REVISIONS:
7 -1 -10 PER COUNTY COMMENTS
OF 5 -11 -10
DATE ISSUED: DATE PRINTED:
-04 -9519- AUG f fj 2�
DRAWN BY:
KJG
PROJECT NO:
0814
CHECKED BY:
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OF 5 SHEETS
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LD -268 Roadside Ditch Calculation
Project: First Baptist Church Cove.sville Earth Protective Lining
CA Tc 1 12 Q2 Additional Total Slope Allow n select n =.03 n =.05 n =.015 110 Q10 Additional Total DEP Remarks
STA I STA DA C Inc Acc Flows 2yr Flow, ft/ft Vei Vel Qn VEL DEP Qn DEP Flows 1 Oyr Flow
SCC 1
101 111 1,20 0.85 i 1.020 1.02 5.0 5.5 1 5.58 1 5.58 1 0.13 6.0 0.05 0.28 4.92 0.67 17.0717.21 1 1 7.21 0.74 1 EC -3, Type A
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OR GLE OR JUDITH ANN HENDERSON 2 STORMWATER CONVEYANCE CHANNEL SCHEDULE
T M P 109/6
MAINTAIN CR055 SLOPE OR
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�� TYPICAL ASPHALT PAVING
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D.B. 1614 PAGE 148 6, ` 6
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.• .:._....:'.:....';� F ' ; iQ \ � % .APPROXIMATE LOCATION OF
USE: SINGLE FAMILY RESIDF/f�10E
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...: 6.80 ' x FF E - 765.50 '
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/ EDWARD'HENDEBS09, v ;
;. .. CRITICAL - _
�� N �, ..'.: SLOPE AREA SCC -1 / RAU.ZE-LCE SM�kH; ETAL TRS
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/ i
/ I 775.50 7�8 / �i D.B. 441 PAGE 577 Q2p/
T1 NEWPORCFRED NEW "COVERED REEZEW Y �'` i i
USE: CHURCH
/ H COVERED '�� 770 ZONED. 61rA
PORCH / \ �" / - -780
772 / �� �� �� � � '� �J
/ / I776.50
/ �CONC . SIDEWALK 774 O* ( CON .\ SIDEWALK \ 7,7S'�.70 i / / / -
, � � ,i .� � -=782
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15'R � la NEW. PAVED\ PARKING LOT
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LU _J POWER � �- \ ' , /
\ I CULVERT ti� I >>8 POLE
\� W \ I DUTFALL' ��� 1 5'R LI - - _ �' E E E E
c, \ \ 77Q.5o I ��� 15'R E EL . LINE E _ E — — — -- — -- -- _.--
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CULVERT CG-2
Z \\ \ `\ _\ INVERT• —
W \ \ \ 775.50 — 778 — — , �i,'I� — .
WELL 779. A3 _ / �O /
776 / / - - - - - : _ -
_ --- - -- -- -- -- -- - -- t- ^— / 92,21'
\ \ 20 R 2Q , 323,56 S76 01 E N, � \ 34,78' _ ---
3 \ \ \
Cj HENDERSON LN 1 .25 MILES TO THE \ \ -' 87,96' ��� °2711511\d
To , 30 VDOT PRESCIPTIVE EASEMENT / N76 °39'08 "w �l
STATE PIT 805 I INTERSECTION AT RT.29 i
125' I I) I I // / ° \ WILLIAMS, SARAH ELIZABETH,
n(0 / / Z8.97' N29 10 E LEWIS WILLIAM WILLIAMS,
UP � OVER FARM LLC , CO Q) nw`v EARL WILLIAMS ETAL
T.M.P. 109/4D / n T.M.P. 109/5
i\ D.B. 2405 PAGE 590
D.B. 282 PAGE 319
D.B. 1454 PAGE 526 naJ PROPOSED SITE PLAN— \ USE: SINGLE FAMILY RESIDENCE
USE FARM n 1
ZONED: RA
ZONED: RA
NOT TO SCALE
146,00' S76 °23'17 "E - -
NORTH
0 10 20 40 SCALE: 1"=20' \
S76°17'03 7, E
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PROPOSED
SITE PLAN
REVISIONS:
7 -1 -10 PER COUNTY COMMENTS
OF 5 -11 -10
DATE: DATE PRINTED:
04 -05-1& UG 1,8 20 10
DRAWN BY: CHECKED BY:
KJG
PROJECT NO:
0814 C2
OF 55 SHEETS
PROPOSED
SITE PLAN
REVISIONS:
7 -1 -10 PER COUNTY COMMENTS
OF 5 -11 -10
DATE: DATE PRINTED:
04 -05-1& UG 1,8 20 10
DRAWN BY: CHECKED BY:
KJG
PROJECT NO:
0814 C2
OF 55 SHEETS
NEW LANDSCAPE SCHEDULE - PLANTING ADDED
KEY
NAME
MIN. SIZE
10 YR. HT.
10 YR. WIDTH
CANOPY AREA
QUANTITY
TOTAL CANOPY AREA
T -1
X CUPRESSOCYPARIS LEYLANDII
LEYLAND CYPRESS
4' -5'
34'
8'
47 SF
4
188
0
V
m
W
J
_
V
REQUIRED TREES: 4 (1 PER 10 PARKING SPACES)
188 SF
PROPOSED TREES: 4 (37 PARKING SPACES PROSOSED)
lb
758
s
760
HENDERSON EDWARD R OR WILLIE ANN
OR GLE OR JUDITH ANN HENDERSON
T.M.P. 109/6 6�
D. 8. 965 PAGE 398 �'►
USE: SINGLE FAMILY RESIDENCE&
•� � � � \ / / 1 ZONED: RA /
~`
764 - ��� 1 \\ 393\, 8'6°20'W �// / 146,00' S76 °23'17 "E - -
764
\ 35'— SETBACK \-7
� LEVEL SPREADER � 62-,
+ - --- ` \� ' � — �-' EXISTING -.-SEWER
64 \ — OUT — TANK & PUMP � �
SCC -2 \ EL `766' ` _ \ •� �' BUILDING
JOHNSON, NONA W / I SIN ''� EXISTING \ /
T.M.P. 109/6D / / / \ \ E CONC COVER �'
D.B. 1614 PAGE 14$ O - -- -- -- / /-' ��
USE: SINGLE FAMILY RESIDF/N /CE / s P` °.' �cP \ APPROXIMATE LOCATION OF 68
ZONED: RA / I 'T2f8 EXISTING INF LD
E G DRA IE
/ .....;
Lu
772-
W Y I PROP J ` '
Q NEW EXISTING
TI 6Z / CHORCH
to CD
/ o 0 772.80 :.. cn _
SLOPES TO 776. X BSMT. FFE _ 765-50'
/ / I -..,. 34 _Qu± w 1ST FL. FFE _ / �
/ T1 NI :.;;?. '� :' 775.50 / COVESVILLE B PTfST CHURCH, C�
",.,. '.;; �:• EXISTING i g d
/ EDWA D
CRITICAL SCC- �' HEN DE�SflIV
Od N SLOPE AREA / RAII,ZE CE SMITH, ETAL TRS
-M . P 109/6E
7
T
8 : 1994 PAGE 604 c
775.50
• .• •• ••..:::: -:: ` \ / / � � D . B . 441 PAGE 577 8
76 /
NEW COVERED NEW COVERED REEZE / USE: CHURCH a 3
T1 / PORCH W Y COVERED / /' ZONED: 6iA' .
770 �
PORCH /
776.50 % i 772 / - -780
CONC. SIDEWALK 774.50' / ( CONC. SIDEWALK 77S'f.70
—782
I w
co 774 773.
I , 1
Iw
i / I w
Ia
Lli
l / POWER _ '`�� f+W-
\ I CULVERT N I �%8 POLE
OUTFA��:J / ��
Z �� It 774.50 4 E �- EL. LINE A E E ,'E �E' iE E E
�„ 7� 25 —" tTBACK
--- ---
N BE MARK
Z <C \ \ \ CULVERT /
w� \\ \ INVERT: - 778 $�
WELL 779.43 776 m
NORTH
*�„TH OF L o�9n1 /IJ K��
V Nitio N 0 28
-m��
m _
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LEGEND
OTEMPORARY CONSTRUCTION ENTRANCE
C E 3.02
SF SILT FENCE
3.05
OTEMPORARY DIVERSION DIKE
D D 3.09
OTEMPORARY SEDIMENT TRAP
ST 3.13
OUTLET PROTECTION
3.18
Q) hN PERMANENT SEEDING
3.32
``o / / // // // / MU MULCHING
3.35
� s
k\ �\ \\ // // /� // // DC DUST CONTROL
760 ° � \ \ \ \ / / / / / Q 3.39
760
/
I 2
764,--
X764
(@DD
/ \ 762-
, EXI §TANG
-SEWER '
t TANK &PUMP
1 \ 66 EXIST G —\ \ \ �' • .- —
// CONCOCO R
/ / `'.'r ` �•, >.o , ,,: >. �� ,� 0P S� / '"• / r / r ,/ 768
cp \ �, APPROXIMATE LOCATION OF V
EXISTING DRAINFIELD
TI
4
i
/
I
5
f
f
/ / l
772_
PROP
NEW MU 4 EXISTING T 1 -—_ _ '1 Z
/ I SAN�T�A Ps
------------
z _ RY CHURCH cz
- --
/ / o
FE 772 80 -` L — —
/ / I LOPES TO 776 BO �''`: H BSMT. x
34I�au+ `� 1ST" FL. FF _ 65.5 w
/ `� E 0
T1 t 775.5 EXISTING '
r :.J:..;,• Y CRITICAL r -�' SCC -1
SLOPE AREA / r
775.50
T1 I NEW COVEREp
NEW COVERED BREEZEWAY \ PS MU
PORCH COVERED 770
' - -
PORCH
776.50 h / 772
CONC. SIDEWALK 774,50' / ( CONC. SIDEWALK 7x.70'
/ / I —782
p '141
774 773.:p
If 711�
1 ' / CE DC \ DC-
/ r N
\ i
CULVER
\ \ OUTFALLJ
\ \ , 774.50 /N
/ 125' 1� j
0
PLAN
NORTH
- -- — -- /— — --� /
WELL 779.43 776 %%$ / ,''�� / �� /
30 VD17T PRESCIPTIVE �\A\SE,MENT
1
nr` l it ry
t
// too 1 EROSION & SEDIMENT CONTROL PLAN
C4 0 10 20 40 SCALE: 1"=20'
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EROSION �
SEDIMENT
CONTROL'S
PLAN
REVISIONS:
7 -1 -10 PER
COUNTY COMMENTS
OF 5 -11 -10
DATE:
-94 V%.1
ee
INT
A g X810
DRAWN BY:
CHECKED BY•
KJG
PROJECT NO:
0814
C4
OF 5 SHEETS
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/ SCC -2 1766
/ \� 0 /
�-- 772--
PROPOSED
N
NEW EXISTING
SANCTUARY CHURCH
h
3 POST CONSTRUCTION B10-FILTER LOCATION
CS
0 10 20 40 SCALE: 1"=20'
IN h,
PIP /756
750 � \ \ \ \ \ / / / / /
—700
OOINJ Or /
/
ANLAIYSI'S
754
,754
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I I / EXISTING
GRAV'EL �..
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l
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cov
/ ---760
-•-762
I i I G A,S S
•c° ,c�' ,c� �° AREA OF DRAINAGE
2 PRE CONSTRUCTION DRAINAGE AREA MAP_
C5 0 20 40 80 SCALE: 1"=40'
Alp
``760
'DIN
J D
ANLqYSI/S I
1 / ,784
LEVEL 9 ar"nn0a ..."� ., `7e� \ /' �' /' /' / /ice
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EXISTING /
----NG
sAN T G AS. S
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, // ,,
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fir' '' , - --
—760
---782
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0 AREA OF DRAINAGE
1 POST CONTRUCTION DRAINAGE AREA MAP_
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DRAINAGE
AREA MAPS
REVISIONS:
DATE:
DATE PRINTED:
AUG t-.6 MY.
7 -1 -10
DRAWN BY:
CHECKED BY:
KJG
PROJECT NO:
0814
C5
OF 5 SHEETS
Catalig Nether
A LITHn1VIA L /GH?YNG0 _
Catsicg Number
f®LITHL7 VIA IIGHTINO° Notes Typa
FEATURES & SPECIFICATIONS
INTENDED USE -' Ideal for.a.wide variety of low -to medium -,height ceiling
applications, and for shower and outdoor applcat ons where a wet lensed fixtire
is required. The system maintains7016.Itmren output at more than 54000 hours, -M6 LED
CONSTRUCTION _* 16 -gauge galvanized steel mduntinglplastar frame with
torsion springs to mount open conical shape rgfloctor. D 0
Rugged, ore- piece, die -cast housing with white interior dome reflector.
LED ragldsource sbioidud fruit diraut viow.
Vertically adjuslablo mounting brackets that use 16 -gauge flat bar hangars 15 "WET (ENS
0nclideldl, 1/2' conduit or C channel T bar fostonors. Provides 3 -3/4' teal C�7 y(
ad)uiimont LED
Post Installation adjustment possible from above it below the calling. ti r7
Gofvankod stoof.Junction box wlth bonam- hinged access covers and spring
latches. Willa combination U AIV and three 112' knockautafor stfolght-mfough
conduit runs. Copacfty. a (4 kl, 4 out) No. 12 A'('iG canductors, rated for BO'C.
Finite holght of 11,314" ollown Insrailadon In shallow pktnam opplicatlata
Secondary housing adjustment system for precise, final carhop to•flange
alignment
Maximum 1.112' ceiling thickness.
ELECTRICAL SYSTEM - Udlizes high - brightness LEDs mounted to a metal
core cireuit board, ensuring coot - running operation, 3WOK. CM a W.
7harnal control ensures cool running LEO &. °
Thermal protection provided against improper insulation use. c �!
Higirvrriuioncy. eheclrunic LED driver mummtad in the juncliun iron.
Luminaiie should be installer) in appFeaGOtts whero ambient lemperatures
du let excuod 50 °C, Ambient lamperalures that uxuead 50'C w11 result in �r -,rns rt
rodutud lamp life and will.void Warranty. 1.va
Input wattage for 6001. Is 15,011: Input %voltage for 900L is 25-OW.
The DOM$ LED with DIM option operates with all OADV dimming switches.
The following dimming switches have been confirmed to dim to .10% output S /scfffcatioaa
SynorgyS tnodol number. ISD BC 420.477 Aperture: 8.11116 41701
Lavitatia model number: IP716 -DLX Ceiling Opening: &18/1011701
lutren(k model number. NTFTV -LYH Overlap Trim: 7-V2111901
The BodinaJ.D RSL722 battery pack, if ,fully charged, will provide 86% light Halghr, 5.314 (148)
output or roughly 770 humans, (or up to 9D minutes. length: 11 -1116 (2811
LISTING - GSA Certified to U.S. and Canadian safety standards. Wet Standard Width: 13 1330)
location listed.
WARRANTY - Three -year Dmited warranty. Al tSmnmalons or* inch os bri'.lmaterel.
ORDERING INFORMATION Lead times will vary depending on options selected. Consult witfl your sales representative.
Example: DOM6 LED 900L 120 OL64
DOME LED
i
Description
Symbol
FEATURES & SPECIFICATIONS
(Notes
IT7po
I.uman out
Color
INTENDED USE - Streals, Walkways, parking lots and surinundng areas.
p�tDic 0.4 fo 0.0 fe NIA N / A
112.9
CONSTRUCTION - Rugged, die -cost, singio- piece aluminum dousing with
options
2
Reflector=
�-
nominal wall thickness. at 1/B'. Die-cast dear frame has impter.- resistant,
temperature
170
DL51
fit
tempered,. glass Ions (3/16" thiek). Door framo Is fully gaskoted with one -
109.6
piocofubuler siBcono, US. Patent No. 0447,1590. Coloado`Patent No. 91324
Architectural Area & Roadway Lemirgires
FINISH tu Standard finish is dark bronze polyester powder finish. Additional
Dual
architectures colors are aveslabio, sea wwvlithonla.comlarcinc olors,
driver, 10% nun.
--
AS2
OPTICAL SYSTEM - Anodized segmented reflectors for superior uniformity
5
347
and control. Reflectors otrech'with tearless foatoriars and are romtable and
While splay, fresnel lens
Ughtotutput
ELRB722 Buidinei emar-
inierchangeable.. Rye full cutoff distrlbutio is gvgilablo: Typo 11 (roadway),
O
LITHONIA DOME
Typo:lll (asyuuratric), Typo IV (forward th(ow), Typo IV (wide, forward throw)
DLBB4
and Typo V Isymnetric squorcl.
gency battery
ELECTRICAL SYSTEM - Ballast: Constant wettago outotronsformor. Metal
METAL HALIDE: 173W -40OW
Halide: Super 6114 Ipulsc start ballast), 88% efficient end 0SA legislation
NIGH PRESSURE SUDIUM:.200W-40OW
coraWjant is required far 175AOOW (SCWA otttonl far US shipments only.
10, to 35' Mounting
CSA, MOM or INTL required for probe start shipments outside of the US.
POS.
Pu'so -start bollost (SCWA) requited for ZWW,;ft%V, or 350W. Ballast is 10046
Specifications
factory- tosted. All ballasts aro mounted on a removable power tray With -_�
tool-lass latch end have positive locking disconnect plug. EPA:1.2ftz
II
Socket: Porcelain, horizontiliy-mounted, mogui-aaso socket With copper Lo119th: 281 (724 �-
alloy, nlokel•plated screw shell and center contact Width: 17.1 (43.4) I L I
INSTALLATION - Intooral arm for pole or wail mounting. Optional Depth: 8.3 (21.0)
O
mountings available. 'Welghr. 40 ilea 08.2 kg)
LISTMIG UL Listed (standard). CSA Cotifiod isoa.Options). UL listed for 2S °C •Ylolggt cs configured in oxamplo bolow.
amblont and wot locations. IP65 Ramd
V
An NOTE: SpooiOcations subloct to change without notice. T duatnetnm4 era Inches (eantina+:ara) uMnaxMlMn +ixe apse itad
ORDERING INFORMATION For shortest lead times; configure product using standard apdons (shown in bold).
Examplu:AS2260M SR3TB SCWA SPA LPI
_.... ------------ ^
Series Wattage' F--itagel I Alountiop Ballast
--
Options Finish° tamp°
AS2 Metal hotdo
lm SPA Square polo (blank) MaORatia
shinned installed in fbtturo ibfank) Dark LPI lamp
IMM1,
2111" '010unting ballast
SF Single fuse 12q,2h,347V bronze ids
WAt
9d0, RPA found pate Cwt ronstant
mounting wattage
gF Doublekaa208,240,46eV DRL Black
Cliatcosl LAP Lass
250Mw'
isolated
PER NE\4Atwist•bckwcaptacle OW
lamp
32itAt
350016
M Wan ixackat cup or
347 dawn).
only (na phowtuntrcQ a,ay
OMB Medium
ObP ,s
ASKIAA2 Mostatre adepter*t aW 0
EC Emergency circuhu
IltA tL aru raithke ayatemlt bronze
H11ernasure
Ajadwria
TB{ IXAr1 Dactxatrce eruuaA stela suparcwA
130x"1 arm square pole pulse start
DNA Natural
It; nouseside stdekt (Sn2.3R3, Alums -
20).S
ad,rU ballast
SF4y'7 . num
2515
DCAM Decotauve curved NOTE: For shlpmantsto
M4 CSACwt4eod DWH White
4003
ant, to'J1ld polo oiti1e U.S, tairitarles SCV /A
W..M NOM Canfield Qt Corrasioa
must be 4aocinod to
1171, Available far NH proba start tooletanco
catoly vAth EISA.
stripping oulaide the U.&
Dituibudin
5hinnoll Ume af46"
SRI Sagmeuled type'il ruaiiway
Veto• Warm his a unique
PEI NEt7Atwis1•IockPE(tZ-.230,
3RS $egluontod typo tit astlatmeitic
dr'll IMnploo thst inqu tea
2401
SPASC eemeated type IV forward
a, Avis Ana pirom to oe
rpedrlad wt'en arching pal. :,
PE3 NB•NAi%%ktlOCkFE1347V)
t fgYr, sharp cutoff
sue tq?"Ple below. ,
PE4 NEMA%i3t•ItekPE14811V)
SR0 .Sedoulated type 1V wide.
Examp12:53g204COM OMPOO
PE7 NEMAhrtat•inckFEi277V)
forward throw
eavis a,eiiea Paneaa
A ni. guar Nrmq "
SMS Segmented type V squate
CM19AS 1 at 97 duarues
SC Shardmg cap nastax4'
alialt" Z.4% M dowilas
u""r.�iarnwe d
NOTFS:
0M2"lAS 2 at Ell derees
yrq+paum roecu,
I Letwdr wanegos ar08stk. Corsait rsctory.
0M34AS 3 It 9) degrees
2 Must he ordered with SCWA.
UM49Aa 4 at 41 depress
3 t7usi .rte redueud jadW tarsµ
011143:A3 3 at 170 dearaes
4 Not avellablo %%itn SCWA,
(rrund poke. anti)
5 r /ust speaty EWI for use if carade.
6 otuumd nwa'•taP balbst 020, 20k 240, 2.7".'120, 227, UIV in Cot ads;.
Actessnrrr Tenon parr. SF r.
��
I ClnaultAlillory for avoilailo wonage' Order as sitivato
catsl0o liumXt. Must io used with round Pilo meunrng 1RPa11.
9 f /ousted i,t lens-up o entet'an, fixt,ma is damp location listed
fdumberof fixture.
10 Shipped svpatstply. TononO.D.
ens Twn4llao• Twoft, Three2110' ThrouOEO• Fcur=l
I Noxiteum aaawoneo wamsgo kmp iuluiad. 2-0
AST2e -100 A512e200 AST202M ASM. 0 ASMU AST240400
12 Nay be irdhell es an access ri 2Vir
13 Addtcensl arehitocwrat Odors finilablo; sea +vvnvJtrbans.acrri
AST25lee AST2628i ASW?9Q AST25320 AST253p0 AST-4540
achcat'ns. T
AST36190 AST35-220 ASTb32Ea ASM120 AST3s300 AW*4W
14 Must 00 specified. AS2V0
Vandal ovoid
to Ttese itAin"i3.do not coaply w4i Celirorrie, rick 7A reg� rations
n : .
Outdoor
Sheet#:AS24 -S AL -130
Catsicg Number
f®LITHL7 VIA IIGHTINO° Notes Typa
FEATURES & SPECIFICATIONS
INTENDED USE -' Ideal for.a.wide variety of low -to medium -,height ceiling
applications, and for shower and outdoor applcat ons where a wet lensed fixtire
is required. The system maintains7016.Itmren output at more than 54000 hours, -M6 LED
CONSTRUCTION _* 16 -gauge galvanized steel mduntinglplastar frame with
torsion springs to mount open conical shape rgfloctor. D 0
Rugged, ore- piece, die -cast housing with white interior dome reflector.
LED ragldsource sbioidud fruit diraut viow.
Vertically adjuslablo mounting brackets that use 16 -gauge flat bar hangars 15 "WET (ENS
0nclideldl, 1/2' conduit or C channel T bar fostonors. Provides 3 -3/4' teal C�7 y(
ad)uiimont LED
Post Installation adjustment possible from above it below the calling. ti r7
Gofvankod stoof.Junction box wlth bonam- hinged access covers and spring
latches. Willa combination U AIV and three 112' knockautafor stfolght-mfough
conduit runs. Copacfty. a (4 kl, 4 out) No. 12 A'('iG canductors, rated for BO'C.
Finite holght of 11,314" ollown Insrailadon In shallow pktnam opplicatlata
Secondary housing adjustment system for precise, final carhop to•flange
alignment
Maximum 1.112' ceiling thickness.
ELECTRICAL SYSTEM - Udlizes high - brightness LEDs mounted to a metal
core cireuit board, ensuring coot - running operation, 3WOK. CM a W.
7harnal control ensures cool running LEO &. °
Thermal protection provided against improper insulation use. c �!
Higirvrriuioncy. eheclrunic LED driver mummtad in the juncliun iron.
Luminaiie should be installer) in appFeaGOtts whero ambient lemperatures
du let excuod 50 °C, Ambient lamperalures that uxuead 50'C w11 result in �r -,rns rt
rodutud lamp life and will.void Warranty. 1.va
Input wattage for 6001. Is 15,011: Input %voltage for 900L is 25-OW.
The DOM$ LED with DIM option operates with all OADV dimming switches.
The following dimming switches have been confirmed to dim to .10% output S /scfffcatioaa
SynorgyS tnodol number. ISD BC 420.477 Aperture: 8.11116 41701
Lavitatia model number: IP716 -DLX Ceiling Opening: &18/1011701
lutren(k model number. NTFTV -LYH Overlap Trim: 7-V2111901
The BodinaJ.D RSL722 battery pack, if ,fully charged, will provide 86% light Halghr, 5.314 (148)
output or roughly 770 humans, (or up to 9D minutes. length: 11 -1116 (2811
LISTING - GSA Certified to U.S. and Canadian safety standards. Wet Standard Width: 13 1330)
location listed.
WARRANTY - Three -year Dmited warranty. Al tSmnmalons or* inch os bri'.lmaterel.
ORDERING INFORMATION Lead times will vary depending on options selected. Consult witfl your sales representative.
Example: DOM6 LED 900L 120 OL64
DOME LED
i
Description
Symbol
Avg Max Min MaWMin Avg/Min
COVESVILLE BAPTIST
CHURCH PARKING
Seriaa
I.uman out
Color
Vohage
p�tDic 0.4 fo 0.0 fe NIA N / A
112.9
^
options
2
Reflector=
n0FA6 lFn
600
temperature
170
DL51
While splay, Net clear lens
DIM 0.10V sliltlmiap
109.6
9001.
(blank) 3500K
277
Dual
818A baffle, Oat ulear lens
driver, 10% nun.
25.0
2.7
5
347
OL84
While splay, fresnel lens
Ughtotutput
ELRB722 Buidinei emar-
1.2
O
LITHONIA DOME
W
DLBB4
Black baffle, trtTSnal tarts
gency battery
3 900L
903 delivered lumens
VERTICAL BASE DOWN
DOME 900L_D 904 1,00 25
DLM3
White splay; tampered
pack writh remoto
POS.
06•les
DOWNLIGHT
Prismatic Ions
test swritehl
BLOST73
Black baffle, tomperad
O
V
prismatic Ions
NOTES:
I Total system delivered lumens.
2 WFilu iuhlWal flange ztandatd.
3 EM W available Mth UL only.
Downlightiey Sheet #: DOM64ED- Wetlens
3
o,
0
m
SURFACE SCHEDULE
Reflectandes
Name Front Back
EXISTING SANCTUARY 10% 10%
NEW BREEZWAY 10% 10%
PROPOSED NEW 10% 10%
SANCTUARY
%s
Q\
i
760
STATISTICS
i
Description
Symbol
Avg Max Min MaWMin Avg/Min
COVESVILLE BAPTIST
CHURCH PARKING
+
1.7 I'd 511 fe 0.1 fe 51.0:1 17,0;1
PROPERTY LINE
+
p�tDic 0.4 fo 0.0 fe NIA N / A
LUMINAIRE LOCATIONS
i
No.
Label
Location
X Y
MH
Orientation
1
A
115.0
112.9
9.0
0.0
2
A
137.9
111.3
9.0
0.0
3
A
160.0
109.6
9.0
0.0
4
OC -1
119.4
41.6
25.0
2.7
5
OC -1
203.0
37.5
25.0
1.2
LUMINAIRE SCHEDULE
i
Symbol Label
Qty Catalog Number
Description
Lamp
File Lumens LLF Wafts
Q
LITHONIA A82
ARCHITECTURAL ARM-
ONE 250 -WATT E028
D
OCA
2 250M SR480
MOUNTED CUTOFF
PULSE START METAL
AS2 _.250M SR 25000 1,00 288
a
(PULSE START)
LUMINAIRE WITH SR4SC
HALIDE,
4SC_(PULSE_
MOUNTED ON 25'
REFLECTOR, MEETS
HORIZONTALPOS.
START).ies
h
SSP POLE
THE'NIGHTTIME
6
¢
UJ
FRIENDLY' CRITERIA
M<
W
>„
O
LITHONIA DOME
W
ONE 25 -WATT LED,
W
0 A
3 900L
903 delivered lumens
VERTICAL BASE DOWN
DOME 900L_D 904 1,00 25
D06RECESSED
POS.
06•les
DOWNLIGHT
W
~ \ \ \ \ O cV CIO 00 O
co
IN
1
)6 )s \�\ \�\ \\ \\ \IN��
ell
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764
ho
to -- •- +...._,,` \\ � _x`':`76 `-''� \ � �._._..- --'�' /'''/ �// b.o� /'
\
15.0 / •- ' " `'` �..
.ice` // // �•/
r• /
0/-- 772--
PROR // // __- -- - -_
PSED b.O _ -
NEW
EXISTING A
SA
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ARY /
/
41.0 �// // // / // 4
1 i , /
;t.0 / /-� '-x,77
6
778
0A -1
b.3 `1.8 ' 8 5 'S.1 PA -2 '4.0 0A- b.6 .4
-780
.3 b.5 b.7 b. 'i. 1 b.8 15.8 15.6 .8
/ 772
� �... -782
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�•s
/ 1 9 e1.5 e1.4 "1 5 1.8 9.4 1.5 11.1 1.1 1.4 61.2 ti. .2 .1 1.0 1b.9 15.5 b. b.2
// / // / ,b.o
6 .6 2.7 2.2 2.4 2.3 .1 2.3 X1.6 61.8 2.1 "L8 '1.8 '4.4 b. 15.3 15.2
b
4'1 ,4 .9 $.8 '34 '4.1 '3.3 '1.4 i. '3.3 '3.3 2.8 2.8 2.7 +3.4 11.5 .G b, b.2 /•
// .b.o
.1 b. .2 / 2.7 .1 3.3 $.3 13.6 '3.1 1.7 77 2 .3 $.8 3.0 2.8 1.9 b. 15.2
.b.o
F1
C) OC-1 -4 2• 2 A .1 15.2 2.8 2.6
/ .'0.0
\ / OC -1 -5
.o
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--'u.2 --- U.2 V.2 - - -T.T-- ,. - U.2 U.3 -- - ---- In ~- Ua--- 2 -- Irr -T.T-- - 'U.0 -Vo o a 0 >s a - r-a ----�� -- -- -U:a -- �a ~- '0.0 0.0 .o -
`, PRIVATE LANE
co
I PV
CIV 00
Designer
JPM, LC
Date
Apr 5 2010
Scale
1" =20'
Drawing No.
COVESVILLEBAPTIST 4 -5 -1
AUG 1
1 of 1
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V
1
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W
O
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Designer
JPM, LC
Date
Apr 5 2010
Scale
1" =20'
Drawing No.
COVESVILLEBAPTIST 4 -5 -1
AUG 1
1 of 1