HomeMy WebLinkAbout020-99DP/021-99SP Preliminary Print Setluuuuuul
►►►►►►►►►►►►►►►►►►►►►►►►►►►
uuuuuuuuuil
LOCATED AT
nnonnon
nunpon
dN luuuuuuu
CARMEL
THE ARBORS OV CARMEL
BLOCK 16 ; 22.54KAC
` BLOCK 17
- - - - - - - - •- - - - '� - - - - -Jl � elocK 4 � ` ' BLOCK
II
tl. 3 Z.-Ac � M3 - I I :1
23.26 kc
I BLOCK +5 * 1
1 10.54 AC ! M4 Bloc►. 13
,. 6
103 K AC\
BLOCK 19
1 6.86 AC I r
—� f K"6 AC \` \ `'� \ '�°R — �- B 06 4 AC i
-- -T--- — BLOCK 11
I BLOCK 10 11.33 .AC CJ a
81DCK 20 1 AC J
1 sOLU J `1_.J1to1048 AC(!)
- L
SOLD - --
I �
CARMEL. SCIENCE & TECHNOLOGY PARK
-- --
BLOCK 12
_-- CARMEL INDIANA -__ -- - ---
1 Ia.I -P A(: ;
N. --•.
I
LOCATION MAP
DEA, INC.
65-8 FERGUSON ST.
NDIANAPOLIS, IN. 46/2G
(317) 257 -180
SITE ENGINEER
JOHN
OBERLIF CONSULTING ENGINEERS, INC.
I � -:. NEW JERSEY ST.
IND'4NAPOLIS, IN. 46204
(317) 636-3941
SHEET INDEX.
T1
TITLE SHEET
1 oT 1
TOPOGRAPHIC SURVEY
-5
-1 P�CHITECTUR,4L SITE
Cl
` I -E GRADING, DRAINAGE
`f v EROSION CONTPOL ALAN
C2
SI_7E UTILITY AND L FLAN
C3
SITE DETAILS
C4
SITE DETAILS
c '
SITE LIGHTING PLAN
Ll
LANDSCAPING FLAN
A -2
�E_' EVAT 10 N S — SECTION 1
A -3
FJ , %ATIONS — SECTION 2
LLP
VICINITY MAP
WETLANDS MAP
W
W
u1
—
z �<
W
— o z
Q Q
_Q
U
—��
Z W
O
�z
cf)
�
Q
�m
<
-J �
U W
W
�
cn-
w
_ Ln U
o
--�
0
W
Q
Q
U
U J
z Q
w
V U
cr W
J
Lli W
LJ
z
0
z
w -J
U_
z
z Q
J w
z
W
O
�
_
V)
Q
W
J
LLJ
m
O
z J
O
0
z
n
0)
m
m
m
o
w
Q
rn
z
Q�
o
w
O
o
m
w
Li
o
w
s
U
z
0
Ly-
U
w
0
z
0
V)
w
Q
0
0
z
pB E R(
F .,
••...0000••
` Z ��'..•�FGISTER� •. S �i�
7
� of No. 13968
i � =
:• STATE
o
•••.•�
_
W
ND N 0444 ? ��
4400..•
ON A
w'
SHEET
SCALE: 1"=50'
NOTE: ALL STREET PROPERTY LINE INTERSECTIONS ARE ROUNDED
WITH A 20' RADIUS. THE BLOCK DIMENSIONS SHOWN ARE
TO THE INTERSECTIONS OF THE BLOCK LINES EXTENDED.
NOTE:
THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION
AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTIUTIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH
HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTIUTIES.
I, THE UNDERSIGNED, HEREBY CERTIFY THAT TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE AND BELIEF THE WITHIN PLAT REPRESENTS
A TOPOGRAPHIC SURVEY COMPLETED UNDER MY SUPERVISION ON
FEBRUARY 11, 1999. 1 FURTHER CERTIFY THAT THE ELEVATIONS SHOWN ARE
ACCURATE WITHIN THE FOLLOWING LIMITS UNLESS OTHERWISE NOTED:
ELEVATIONS ON PAVEMENT, CURBS, OR OTHER HARD SURFACES,
BUILDING FLOOR ELEVATIONS, MANHOLES AND OTHER STRUCTURES; ±0.05 FEET
ELEVATIONS ON SOIL, GRASS OR OTHER NATURAL SURFACES; ±0.10 FEET
CONTOUR LINES SHOWN ARE PLOTTED WITHIN ± ONE -HALF INTERVAL.
STf ,00
RFO
No.
{r 880004
STATE OF
CERTIFIED BY:
✓1
REVISIONS
T.B.M.- SOUTH BONNET BOLT ON
FIRE HYDRANT - DD-- 844.59
�M,, II
�M
T.C.= 43.9
I.E. N. =839.99
I.E. E. =839.89 M�
I.E. W. =840.09 844.35
844.44 M\ \ \ \
43.9 in
T.C. =845.08 i
I.E.= 836.30 /s 84 .4 819 \
X844-68 \
APPROX. LOCATION 4.10 .�\
STORM
LE. N. =M83.H8.(BURIED)
T.C. =844.3 ( PER PUN ) 44. / � 84
-0 4+ 24
I.E. S.a838.116 7
�
�
844.95 �\
I.E. w. -e40. � 6 PLAN
\ .\ \
84 .47 � 4 .4 B B- 4 844.56 \
4 . / 44? 48.0 844.91 'fl
l \
844.31 8 8.73 12'P \ 9 844.92 \
0847.5
8 .44 Na!4MAMFNTAVX 1 x846.48 Bk 146-61 \ fl.. tt
PAUL I. CRIPE, INC.
Q 7172 GRAHAM ROAD
INDIANAPOLIS, INDIANA 46250
(317) 842 -6777 FAX (317) 841 -4798
\ 844.09 \
\ l.irn% r, \
• ARCHITECTURE CONCEPT CHK:
• CIVIL ENGINEERS
• LANDSCAPE ARCHITECTURE
• LAND PLANNING
• LAND SURVEYORS ENG. CHK:
• ENVIRONMENTAL CONSULTANTS
• TRANSPORTATION ENGINEERS
54 �\
4.26 \
843.05
842.46 \
842.84
'T l
4. � \
842.42 \?1
DRAWN BY:
T.P.M.
DRFTNG. CHK
3mllAAi 3LWLM a MNWI(. ,L
0
POWER POLE
STORM SEWER; END SECTION, INLET do M.H.
E- - -
GUY WIRE
- - - G - - -G - CAS LINE
®
TELEPHONE RISER
- - - W - - - W - WATER LINE
®®
UTILITY RISER; ELEC. & CTV
- - -E - - -E - ELECTRIC LINE (AERIAL)
O E.T.
ELECTRIC TRANSFORMER
- -T TELEPHONE LINE (AERIAL)
Ct - C�-
STREET LIGHT
- - CTV CABLE TELEVISION (AERIAL)
)z(
LIGHT POLE
BTC BURIED TELE. CABLE
TR,qIFFIC SIGNAL
BEC BURIED ELEC. CABLE
FIRE HYDRANT
FENCE LINE (FNC)
VALVE; GAS do WATER
BCTV BURIED CABLE TV
y
STREET SIGN
GUARDRAIL
(D
ELECTRIC MANHOLE
D. DEED DIMENSION
0
TELEPHONE MANHOLE
M. MEASURED DIMENSION
SEWER CLEANOUT
P. PLAT DIMENSION
�cb
V
WATER METER
R. RADIUS
r
GAS METER
L. ARC LENGTH
ENO
ELECTRIC METER
FND. FOUND
0
MAILBOX
0 DENOTES A 5/8' DIA. REBAR WITH YELLOW PLASTIC CAP SET.
®
SPRINKLER HEAD
CAP STAMPED 'P.I. CRIPE, INC.' UNLESS OTHERWISE NOTED.
0l1`'
0I
SPOT GRADE
TC
TOP OF CASTING ELEVATION
IE
WVERT ELEVATION
- APPROX. LOCATION
6" PVC FORCE MAIN (FM)
i \
DOUBLE CU I LET
= 41.
F.L = 840.44 \
I.E.- 39.04
9�i �GQ
�$ 841.27
T. .= 843.38
pisET
STgE
655�'-q3
842.88
42.79
r 42.
. T.C. =842.9 $
\
\
842.64
342.42
842.09 \
IN GAS
M ER POS
r' \
\ x 842.31 \
42.08 \ \ \
841.80
<841. 3 \ \
2 -17 -99 N: \80381 \30400 \CAD \Blk4top.dwg
BLK. 4 - CARMEL SCIENCE & TECH. PARK
SCALE: DATE: CLIENT: DWG. TYPE FILE NUMBER SHEET:
1 " =50' 2 -15 -99 STAMP - ALTM AN ASSOC. INC.
DRAWING TITLE: JOB NUMBER 1
TOPOGRAPHIC SURVEY
800381-30400
LAKE
Qv
O�
A�w
A%T
00
14'
i
IF, 14c
.�.♦.w.W.....�.�. 0 1
- . � i � MEMO, i � i � i � � i' ye
.,.,.,
01M VAi..�i�i!
I MA MA
74'
5 41 56, 00„
t5�rq0.00,
mQ-
Sr) � Q�
rOP OF Q� CO
loll
/ 6 1�
2 _ -- _
7 30„ — __ -
—
''`- - -_
_ 20 S & U
qI
Q
LAKE
( 3620 S.F,)
C44 i
ap
-�y o
CONCEPTUA
� moo•
O
k'N�
NG�
pp
0?
� e �,NK
0 loll .01
68'
E PLAN
1 " = 30' + /-
LJ
0
17,694 S.F. TOTAL
� O
�
(4350 S.F.)
Q
83 PARKING SPACES
O
N
O
13 SPACES
20'
Li
22' -s,
o
0
Ln
Q
�
9 13PACED
Ln
1Q
z
10 SP
CS
Q
23
11 SP
C S
D
CURBED ISLANDS
12 SP
C S
23
GROUND SIGN - SEE
A -2 FOR DESIGN INFO.
16SACS
�- -_ -_- -
- - - --
- -- --
- -
r 48' RADIUS _ _`•-_
E PLAN
1 " = 30' + /-
1.70 ACRES
17,694 S.F. TOTAL
IN
�
83 PARKING SPACES
1 SPACE / 213.2 S.F.
EXISTING APARTMENTS
TYPICAL SPACE = 9'x20'
ARY w
z a
w
z
� z
v
� H �
o w
w
A
O
(?eF N z
' j
R�
> m fa
-O
E•
� z
i
m1ce
' e '
Q �
■
a�z
w$
■
uj ,
r
LL
LL
CE IED
\` PEE E. 4 H,� // / ///
- 28
STATE OF
DRAWN BY
REVISIONS
DATE
2/15/99
PROJECT N0,
9901
SHEET TITLE
VA -; I 'LOT, .1 1 V: " 1-1 =
SHEET
A-s- 1
\ /
I
I
C�
LAK E
I
TRANSFORMER PAD AND
TRANSFORMER BY UTILITY CO. -
GAS METER BY
UTILITY CO.
BURIED UNDERGROUND
PRIMARY ELEC. SERVICE
BY UTILITY CO.
4 "0 PVC CONDUIT
I FOR TELEPHONE SERVICE
BY THIS CONTRACTOR
2" DOMESITC WATER
PROPOSED SERVIDE, TYPE 'L'
NEW R/W 5' CONCRETE COPPER AT 4' -6"
WALK GAS SERVICE COVER
BY UTILITY CO. i
EXISTING
NEW R/W
EXIST. 8" SAN. SEWER
R/W WATER METER
O
GENERAL NOTES
A. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR
TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE
CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNER
OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED.
THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS
OR ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS
FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK
IS STARTED OR RESUMED.
B. NO ROOF DRAINS, FOOTING DRAINS AND /OR SURFACE
WATER DRAINS MAY BE CONNECTED TO THE SANITARY
SEWER SYSTEM, INCLUDING TEMPORARY CONNECTIONS
DURING CONSTRUCTION.
C. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUBGRADE
PRIOR TO PAVING.
D. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER
PAVED SURFACE SHALL BE BACKFILLED WITH GRANULAR
MATERIAL AND COMPACTED BY APPROVED METHODS.
E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
ALL STATE, CITY, AND COUNTY PERMITS AND PAYING ALL
COST THEREOF.
F. EXISTING UTILITIES ARE SHOWN APPROXIMATE ONLY.
CONTRACTOR SHALL VERIFY LOCATION, SIZE, MATERIAL
AND DEPTH WITH RESPECTIVE OWNERS AND SHALL
PROTECT THE UTILITIES AT ALL TIMES.
G. THE CONTRACTOR SHALL INSTALL AND /OR CAUSE TO BE
INSTALLED ALL EXTERIOR UTILITIES AND SHALL PAY ALL
COSTS AND FEES NOT BORNE BY THE LOCAL UTILITIES.
ALL AS NECESSARY TO PROVIDE COMPLETE NEW UTILITY
SERVICES AS PER THE REQUIREMENTS AND STANDARDS OF
THE RESPECTIVE UTILITY COMPANIES.
H. WHERE WATER LINES AND SANITARY SEWERS CROSS AND
WATER LINES CANNOT BE PLACED ABOVE THE SEWER
WITH A MINIMUM OF 18 INCHES VERTICAL CLEARANCE, THE
SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE
DUCTILE IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET
OF THE WATER LINE.
I. SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING
DIMENSIONS.
J. SANITARY SEWER PIPING SHALL BE PVC PIPE, ASTM D3034.
JOINTS SHALL BE EQUAL TO ASTM C -425, TYPE III FOR
COMPRESSION TYPE JOINTS AND INSTALLED WITH AN
INFILTRATION LIMIT OF 0.158 GAL. /IN. DIA. /HOUR /100 FT.
K. WATER MAIN FOR 3" AND LARGER SIZES SHALL BE
CENTRIFUGALLY CAST DUCTILE IRON PIPE IN ACCORDANCE
WITH ASA A21.4. TRENCH CONDITION TO BE LAYING
CONDITION "2" AND PIPE COVER OF 54 IN. EXCEPT AS
NOTED. PIPE TO BE THICKNESS CLASS 50. JOINT TO BE
SINGLE RUBBER GASKET PUSH -ON TYPE IN ACCORDANCE
WITH ANSI SPEC A 21.11.
L. GATE VALVES SHALL BE CAST IRON BODY, DOUBLE DISC,
BRONZE MOUNTED, NON- RISING STEM TYPE IN ACCORDANCE
WITH AWWA STANDARD C -500. TO BE FOR 175 PSI WORKING
PRESSURE, DIRECT BURIAL SERVICE, WITH MECHANICAL,
BELL -END JOINTS, COUNTERCLOCKWISE OPENINGS, 0 -RING
PACKING AND 2 IN. TEE WRENCH NUT. VALVES TO HAVE
3 PIECE. ROUND, TYPE CAST IRON BUFFALO ROAD BOX
WITH 5-1/4 IN. SHAFT, WITH "WATER" CAST IN THE LID.
BOXES TO BE FOR NORMAL 4 FT. -6 IN. BUT SHALL
BE AS REQUIRED TO SUIT EACH PARTICULAR SETTING DEPTH.
VALVES SHALL BE CLOW, KENNEDY, MUELLER OR APPROVED
EQUAL FOR INDIANAPOLIS WATER COMPANY (IWC) PATTERN.
M. STREET REPAIR SHALL BE IN ACCORDANCE WITH THE
STANDARDS OF THE LOCAL AUTHORITY.
N. CONTRACTOR SHALL CONSULT WITH THE LOCAL TELEPHONE
UTILITY COMPANY AND SHALL PRQVIDE CONDUITS AND WORK
AS REQUIRED TO PROVIDE SERVICE TO EACH BUILDING.
0. CONTRACTOR SHALL CONSULT WITH THE LOCAL ELECTRIC
UTILITY COMPANY AND SHALL PROVIDE CONDUIT, CONDUCTORS
AND WORK AS NECESSARY TO PROVIDE ELECTRICAL
SERVICE TO EACH BUILDING.
co SAN. SEWER MH
T /C= 842.99
��^^
INV. NW= 832.36'
co INV. NE= 830.60'
z INV. SE= 830.35'
Q
Q
Q EXIST. 8" WATER LINE
4" BLDG. WASTE
LINE BY P.C.
LA �-
� v o
75't OF 6 "PVC SAN. BLDG. LATERIAL i
01.00 %. ASTM D -3034, SDR -35 N
--t-- --�
144'-1
---- Wiz_ - -- - - -
4" DUCTILE IRON PIPE
WATER SERVICE 04' -6" COVER
EXIST. 8" SAN. SEWER
EXIST. 8" SAN. SEWER
CA "MEL. DRI
SAN. SEWER MH -J
T /C= 843.38'
INV. NW &SE= 833.25'
EXIST. 12" WATER MAIN
SITE UTILITY AND LOCATION PLAN
SCALE: 1" = 30'
� p
/
/
/
/
/
/
/
/
/
/
t '
GAS METER BY
UTILITY CO.
TRANSFORMER PAD AND
TRANSFORMER BY UTILITY CO.
BURIED UNDERGROUND
PRIMARY ELEC. SERVICE
BY UTILITY CO.
12' -0"
CO PVC CONDUIT
FOR TELEPHONE SERVICE
BY THIS CONTRACTOR
12' -0"
GAS SERVICE
BY UTILITY CO.
PROPOSED GROUND SIGN
i
_ - - - EXIST. 8" SAN. SEWER
SAN. SEWER MH
T /C= 845.62'
NIV. NW &SE= 834.26'
PLAN NOTES
O CUT -IN NEW WYE CONNECTION WITH MANUFACTURED
FITTING ACCEPTABLE TO THE UTILITY CO.
O TAP INTO THE EXISTING WATER MAIN WITH AN 12 "X4"
TAPPING SLEEVE AND VALVE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE UTILITY CO.
O3 REDUCE DOWN FROM A 4" TO A 2" WATER LINE AND
PROVIDE FOR INSTALLATION OF A 1 " METER IN A METER
PIT IN ACCORDANCE WITH THE REQUIREMENTS OF THE
UTILITY CO.
O PROVIDE STRIPPING FOR AN ACCESSIBLE HANDICAP PARKING
SITE. SEE DETAIL.
O5 PROVIDE STRIPPING FOR A VAN ACCESSIBLE HANDICAP
PARKING SITE WITH SIGNAGE. SEE DETAILS.
O6 PROVIDE CONCRETE WHEELSTOP. (TYPICAL ALONG SIDEWALK).
SEE DETAILS.
O7 PROVIDE PAINT STRIPPING AS REQUIRED AND AS DETAILED.
(TYPICAL)
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING UNDERGROUND TELEPHONE
EXISTING FORCEMAIN
PROPOSED SANITARY SEWER
PROPOSED UNDERGROUND ELECTRICAL SERVICE
PROPOSED UNDERGROUND TELEPHONE SERVICE
PROPOSED WATER LINE
PROPOSED GAS SERVICE
PROPOSED CLEANOUT
UGE
UGT
W
v
J
n
Li
/ n�
V J
ry Q
-- o z
Q
(� Q
U
--�
W
O
�z
Q
(f)
cn
Q
Q
�
U W
W
Cy-
w Q
_ L(-) U
o
-�
0
w
W
�
Q
Q
U
(3 J
Z Q
_ U
w
V) "
Ld
of J
Z
W W
LLJ
z_ 0
0
J
CL
L,J Q
Z
0 z
O
Z Q
� U
.J w
Q
V)
U
Z .
0
o
0
J
V) Q
Ld �=
0
Z
Ir Q
CIO
a
w
m
0 0
Z
M z3
0
D
W
0
v!
z
n
rn
rn
rn
�
m
r
m
0
rn
w
~-
°
r-
Z
Q
°
v
3
0
m
li
0
=
U
z
0
a
U
V)
W
°
z
0
Of
w
Q
°
z
�B E R�
i No. 13968
�• STATE
O OF
: W
4
�1'•••/NDI AN '.0
••....• C) `��
`�
/'0W_
jj1 ma.Z4 �
w
SHEET
5 OR LESS
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
"B" BORROW OR EQUIV. REGULAR BACKFILL
GRANULAR MATERIAL MIN. 1.25 Sc + 12" " MIN. 1.25 Bc + 12"
COMPACTED TO 95% MIN. 6 TOPSOIL TO MIN. 6" TOPSOIL TO
STANDARD PROCTOR ENSURE GRASS GROWTH ENSURE GRASS GROWTH
DENSITY
MIN. 12" MIN. 12"
#8 CRUSHED STONE OR #8 CRUSHED STONE OR
APPROVED EQUN. APPROVED EQUIV. IFQFND
CLASS 1 BEDDING MATERIAL Bc - OUTSIDE DIAMETER CLASS 1 BEDDING MATERIAL Bc - OUTSIDE DIAMETER
HAND TAMPED OR WALKED D = INSIDE DIAMETER HAND TAMPED OR WALKED D = INSIDE DIAMETER
INTO PLACE d - DEPTH OF BEDDING INTO PLACE d = DEPTH OF BEDDING
MATERIAL BELOW PIPE I MATERIAL BELOW PIPE
Bc R Bc
WITHIN 5' OF EDGE OF PAVEMENT GREATER THAN 5' FROM EDGE OF PAVEMENT
NOTE:
ALL BEDDING & INITIAL BACKFILL ALL BEDDING do INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO SHALL BE INSTALLED IN 6" TO
12" BALANCED LIFTS. 12" BALANCED LIFTS.
A MINIMUM 9" CLEARANCE SHALL A MINIMUM 9" CLEARANCE SHALL
BE PROVIDE ON EACH SIDE OF BE PROVIDE ON EACH SIDE OF
THE INSTALLED PIPE THE INSTALLED PIPE
PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL
NO SCALE WITHIN 5' -0" OF EDGE OF PAVEMENT C3 NO SCALE GREATER THAN 5' -0" FROM EDGE OF PAVEMENT C3
1) SET THE STAKES.
3) STAPLE FILTER MATERIAL TO
STAKES AND EXTEND IT INTO
THE TRENCH.
2) EXCAVATE A 4 "X4" TRENCH
UPSLOPE ALONG THE LINE
OF F
4) BACKFILL AND COMPACT THE
EXCAVATED SOIL.
CONSTRUCTION OF A FLITER BARRIER
1 I
PLAN I FLOW
I t I
ELEVATION
POINTS "A" SHOULD BE HIGHER THAN POINT "B"
PROPER PLACEMENT OF A FILTER
BARRIER IN A DRAINAGE WAY
SILT FENCE DETAILS 8
NO SCALE C3
rs
0
EM
SITE SUITABILITYS
SPECIES
SUITABLE
LBS/
ACRE
LBS /1000
SQ. FT.
DROUGHTY
Ll
CLASS "Am
CONCRETE
Q' CONC. PRECAST OR
POURED IN PLACE
INLET TYPE 'A' (MODIFIED) ,2
NO SCALE 12" TO 18" PIPES C3
35"
WHEAT OR RYE
OATS
ANNUAL RYEGRASS
NON- IRRIGATED*
IRRIGATED
DORMANT
SEEDING"
C.I. FRAME & GRATE
NEENAH R -3405 OR
EQUAL W/ ROUND OR
SQR. BASE & TYPE A"
GRATE.
TYPE 'A' CASTING 13
NO SCALE C3
DEFORMED TIE BARS SAWED JOINT
1/2-0,24- LONG WITH SEALER
AT 60" O.C.
JOINT SEALER WOVEN WIRE MESH
1 /8" RADIUS (4X4 - W4.OXW4.0)
IN
d vA •
ci
Li _
CONSTRUCTION SAWED
JOINT JOINT
NOTE:
ALIGN NEW JOINTS WITH JOINTS IN THE
EXISTING PAVEMENT WHERE PRACTICAL.
EXTERIOR PAVEMENT JOINT DETAILS ,8
NO SCALE C3
0W
~ 0>
O
o a
0
TYPE FACE- 1 1/2" HELV. MED. UPPERRCASE
INTERNATIONAL SYMBOL OF ACCESSIBILITY;
BLUE SYMBOL ON WHITE BACKGROUND
PAINTED ALUMINUM; BLUE BACKGROUND
BOLT (TYP.)
VAN ACCESSIBLE SIGN WHERE NOTED
2" X 2" ALUMINUM TUBE, PAINTED
BLACK, AS SPECIFIED.
FINISH GRADE
CONCRETE FOOTING
NOTE:
SIGN FURNISHED AND
INSTALLED BY OWNER.
(N.1.C.)
DISABLED ACCESSIBILITY SIGN 3
NO SCALE C3
JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
JAN. FEB. MAR. APR, MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL
EROSION AT TIMES OTHER THAN IN THE SHADED AREAS,
USE MULCH.
• LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS
IF MULCH IS APPLIED.
•• INCREASE SEEDING APPLICATION BY 50%.
0
i
io
5' -6"
SYMBOL SHALL BE APPLIED
AT A WIDTH OF 4" AND
PAINTED BLUE.
DISABLED ACCESSIBILITY SYMBOL
NO SCALE
#1 - PREFERRED, #2 - WILL TOLERATE, *• INNOCULATE WITH SPECIFIC INNOCULANTS.
TEMPORARY SEEDINGS
KIND OF SEED
SEEDING RATE
REMARKS
SITE SUITABILITYS
SPECIES
SUITABLE
LBS/
ACRE
LBS /1000
SQ. FT.
DROUGHTY
WELL
DRAINED
WET
LEVEL & SLOPING. OPEN AREAS
35
.8
5.5 -8.3
2
1
2
1. TALL FESCUE
2. TALL FESCUE
25
.6
5.5 -8.3
O
1
�z
RED CLOVER"
5
.12
QJma
U
3. KENTUCKY BLUEGRASS
15
.4
5.5 -7.5
2
1
CREEPING RED FESCUE
15
.4
22"
STEEP BANKS & CUTS
4. TALL FESCUE
15
.4
5.8 -7.5
2
1
2
KENTUCKY BLUEGRASS
25
.4
BACKFILL
/
5. TALL FESCUE
35
.8
5.5 -8.3
2
1
EMERALD CROWNVETCH **
10
.25
* PROVIDE EXPANSION JOINTS
® 50' -0" O.C. & TANGENT POINT
OF
LAWNS & HIGH MAINTENANCE
AREAS
6. KENTUCKY BLUEGRASS
40
.9
5.8 -7.5
2
1
CONDITIONS, DEEPEN CURB
CREEPING RED FESCUE
40
.9
STRAIGHT
7. PERENNIAL RYEGRASS
170
4.0
5.0 -7.5
1
(TURF TYPE)
�rj
8. PERENNIAL RYEGRASS
170
4.0
5.5 -8.3
2
1
2
#1 - PREFERRED, #2 - WILL TOLERATE, *• INNOCULATE WITH SPECIFIC INNOCULANTS.
TEMPORARY SEEDINGS
KIND OF SEED
SEEDING RATE
REMARKS
MULCH /TOPSOIL DOWN
LBS /1000
(2) #4 REBARS
ACRE
SQ FT
SIDEWALK
WHEAT OR RYE
2 BU.
3.5 LBS.
COVER SEED 1" TO , 1/2" DEEP
SPRING OATS
3 BU.
2.3 LBS.
COVER SEED 1" DEEP
ANNUAL RYEGRASS
40 LBS.
1 1 LB.
COVER SEED 1/4" DEEP-
NOT NECEASSARY WHERE MULCH IS APPLIED.
SEEDING RATE AND SEED TOLERANCE SCHEDULE
NO SCALE
1' /2" BtT. SURFACE #11
2'/2" BIT. BINDER #9
TWO 4" LIFTS OF
COMPACTED # 53'S
0• °0 048 °o AGGREGATE, LAID IN
0-.0
0 °booQ
• 0Oe O CD eO�eO
° Oe 00;°000
\ / / /_r- COMPACTED SUBGRADE
HEAVY DUTY PARKING LOT ASPHALT PAVING DETAIL
71•>E06014
PAVEMENT
REINFORCEMENT
4X4- W4.OXW4.0
I
0
X
I I
i0 X I
3' -0"
X
i0
• N
PARKING
BUMPER
0
I
N
LINES SHALL BE -�
APPLIED AT A
WIDTH OF 4" AND
PAINTED BLUE.
SEE PAVEMENT
MARKING DETAIL
FOR DIMENSIONS.
c4' -6"
_1
0
t
0
N
5'-0' 8'_0
MAIN. MIN.
L 8' -0" FOR VAN
ACCESSABLE
SPACE
DISABLED ACCESSIBILITY PARKING SPACE
NO SCALE
NOTE: SEED.BED, INCLUDING
FERTILIZER & SEED TO BE
PREPARED PRIOR TO BLANKET
INSTALLATION.
NORTH AMERICAN
GREEN BLANET }JAS -150 OR EQUAL
CHECK SLOTS TO BE ESTABLISHED
EVERY 42' -0 ", 6"WX6 "D STAPLED IN
THE BOTTOM, THEN BACKFILLED
_rte & SEEDED.
X X ••/ / / OVERLAP EDGES BY 6"
STAPLE AS PER MANUFACTURER'S
/ 0 RECOMMENDATIONS. SEE
I / � DETAIL 'B'.
1
1/2* STAPLES PER SQ. YD. \\- OVERLAP EDGES BY 6"
EROSION CONTROL BLANKET DETAILS ,Q
1- BIT. SURFACE #11
2" BIT. BINDER #9
TWO 4" LIFTS OF
COMPACTED # 53'S
°p 048 ° o• AGGREGATE, LAID IN
00 0 e00 O
000 0e0 DO
0.00; 00;°000
COMPACTED SUBGRADE
STANDARD DUTY PARKING LOT ASPHALT PAVING DETAIL
NO SCALE
NOTES: PROVIDE CONTRACTION (SAWED OR
TOOLED)JOINTED AT MAX. 12'O.C. PROVIDE
EXPANSION JOINTS AT MAX. 50'O.C. PROVIDE
CONSTRUCTION JOINTS WHERE PLACEMENT
OPERATIONS ARE STOPPED OVER 1 /2HOUR.
4,000 PSI CONCRETE
.4 �.
... w.
4 " COMPACTED SUBBASE
` d c ISHC53'S
d . •
• d •
• a ' •
i ��
j\ /
COMPACTED SUBGRADE
CONCRETE PAVEMENT DETAIL ,9
NO SCALE C3
NO SCALE
..,,.,M , .,M M,,, RAP
i
3RIC
_.,"_,:ADE
TO 95% STD. PROCTOR
RIP -RAP DETAIL ,6
NO SCALE C3
I IJ
vy
A JA
PLAN I REINFORCED EDGE
00 CV =
�Q
APT
12" ;1 C.
(MAX. SPCC.) TOE PLATE EXTENSION
ELEVATION (SEE NOTE #1)
00 CV REINFORCED EDGE
1
�
52" C. TO C.
I ("x SPCC.
ELEVATION =
�---- TOE PLATE EXTENSION
(SEE NOTE #1)
1
TYPICAL
CROSS
SECTION
NOTE #1: EIGHTEEN INCH (18') TOE -PLATE EXTENSIONS
REQUIRED FOR ALL GALVANIZED STEEL END
SECTIONS
METAL END SECTION 20
NO SCALE C3
0
I
0
N
PRECAST CONCRETE BUMPER
SET WITH TWO #5 DOWELS
"I "I
t8" t 72"
WHEELSTOP DETAIL 6
SCALE: 1/2" 1' -0" C3
o'_n" _ in'-n"
ECAST CONCRETE BUMPER
T WITH TWO 15 DOWELS
IERE REQUIRED.
PARKING LOT STRIPE
PARKING STRIPE DETAIL 7
NO SCALE C3
SLOPE O 1/4" PER FOOT
1/4-
UNLESS OTHERWISE NOTED
MULCH /TOPSOIL DOWN
SEE PLAN
(2) #4 REBARS
NEW 4" CONCRETE
MAX.
SIDEWALK
PLANTING BED /LAWN CONDITION
6 "x6" W1.4xW1.4 W.W.F.
3" OR 4"
TOPSOIL
GRADE
TOP SOIL
W
Q
NEW 4" GRANULAR
PAVEMENT 6"
BASE
U
COMPACTED SUBGRADE
SIDEWALK DETAIL
NO SCALE C3
COMPACTED STONE
BASE OVER
COMPACTED EARTH
r
� SLOPE CONTROL JOINT
1 1/2- RADIUS
ASPHALT PAVING
IIIIIIIIII Hill
ca
y
� • tO
� 1 1
CONCRETE WALK
W/ 6x6 10/10 wwf
" (2) #4 REBARS
6
INTEGRAL SIDEWALK AND CURB DETAIL 17
NO SCALE \,C3
3::
1/4-
HOLD
MULCH /TOPSOIL DOWN
1' -0 "---
(2) #4 REBARS
PLA2NT
MAX.
LLJLd
m
PLANTING BED /LAWN CONDITION
1 1/2-R
3" OR 4"
Z
oz
TOP SOIL
W
Q
Z
PAVEMENT 6"
Q
U
Z
WD
C)
O
Q
�z
�c�n
J
QJma
U
U
BACKFILL
w
PAVEMENT
D
REPAIR
22"
EXISTING
GRANULAR
D / / \// �y� \` GROUND
BACKFILL
/
4 "MIN
VARIABLE
- 6"
* PROVIDE CONTROL JOINTS 0 20' -0" O.C.
* PROVIDE EXPANSION JOINTS
® 50' -0" O.C. & TANGENT POINT
OF
RADIUS.
* WHERE FINISHED GRADE ON
BACK SIDE OF CURB MUST BE
BELOW
TOP OF
CURB DUE TO EXISTING GRADE
CONDITIONS, DEEPEN CURB
BY AN
EQUIVILENT
AMOUNT.
STRAIGHT
CONCRETE CURB
r2l
NO SCALE
�rj
3::
3:
UJ Q
D
Ln
O
J
w
00
W
J
J
LLJLd
m
a
Q
U
Z
oz
m
W
Q
Z
0
0
Q
U
Z
WD
C)
O
Q
�z
�c�n
J
QJma
U
U
W
w
3::
3:
UJ Q
D
Ln
O
J
w
00
W
7;
LLJLd
m
a
Q
U
U Q
Z v
w F--
V) W
J
LL J Ld
Lli
`ov,
0
Q
Z
w
J
Q
Z
U_
Z
=
LLJLd
m
J
LEI
O
m
Z
O
U
V)
W
0
N
Z
O
W
L►J
Q
0
O
Z
No. 13968
STATE
'. OF .•
�i •••• AND I AN �•.• ?' \�
C.)
�1A11�1 111\
SHEET
C3
Q
W
J
z
LLJLd
m
n
O
m
Z
0
0
J
°'
O
7)
C)
3
Z
O
U
V)
W
0
N
Z
O
W
L►J
Q
0
O
Z
No. 13968
STATE
'. OF .•
�i •••• AND I AN �•.• ?' \�
C.)
�1A11�1 111\
SHEET
C3
Z
n
m
m
0
0
Li
Q
O
°'
2
Q
7)
0
U
3
00
Lj
Lj
U
Z
O
U
V)
W
0
N
Z
O
W
L►J
Q
0
O
Z
No. 13968
STATE
'. OF .•
�i •••• AND I AN �•.• ?' \�
C.)
�1A11�1 111\
SHEET
C3
8 — #8
#3 TIE
24"
r-
_T LAYOUT PER
TE
,SE SHALL
ED FINISH
POLE BASE SUBJECT TO
VEHICULAR TRAFFIC DETAIL
NO SCALE
ANCHOR BOLTS
PAVEMENT
RAMP SIDEWALK
SIDEWALK BROOM
A FINISH
DIRECTION
B B
A —J
FLUSH CURB
VAR. HT. CURB
6 "CURB
SECTION A
VARIES WIDTH OF RAMP VARIES
(3' -0" MIN.)
ol
�4 0 p
ce w
O o Q°
SECTION B
TYPICAL WHEELCHAIR RAMP
NO SCALE C4
1 ESCAVATE A TRENCH
4" DEEP AND THE
TRENCH WIDTH OF A STRAW
BALE
WIDTH
OF BALE
I I
PACKED STRAW
PLAN
3 WEDGE LOOSE STRAW
BETWEEN BALES TO
CREATE A CONTINUOUS
BARRIER
WOOD OR STEEL STAKE STRAW BALE
BINDING WIRE
OR TWINE
2 FLACE AND STAKE
STRAW BALES, TWO
STAKES PER BALE
COMPA
BACKFI
A BACKFILL AND COMPACT
THE EXCAVATED SOIL AS
SHOWN ON THE UPHILL
SIDE OF THE BARRIER
TO PREVENT PIPING
STRAW BALE DAM DETAILS r3
NO SCALE C4
THREADED PLUG CLEANOUT ADAPTOR
(CARLON Z350 OR EQUAL) (CARLON Z353N OR EQUAL)
CONC. COLLAR
LINE
ol
POUR CONC.
' AROUND PIPE
(UNPAVED AREAS)
CAST IRON FLOOR CLEANOUT —\
W/ SERIATED CUTOFF SECTIONS &
GASKETED PLUG J.R. SMITH 4220
OR EQUAL.
LINE SIZE
000-f, O oeO o' p 0
0°000°°00.° O
CAP (CARLON
Z948N OR EQUAL)
CLEANOUT ADAPTOR
(CARLON Z353N OR EQUAL)
o ° oo °e oQoe
O � 070 e00 000
�0 b 0 0
0
Oo �0.00
00.0 0000 00
POUR CONC.
ENCASEMENT
AROUND PIPE
____---CAP (CARLON
Z948N OR EQUAL)
(PAVED AREAS)
EXTERIOR CLEANOUT DETAILS
NO SCALE C4
CONCRETE SIDEWALK
6" 4' -0„ 6„
ASPHALT
PARKING RAMP
AREA
i
ASPHALT HANDI(
NO SCALE
TOPSOIL
Z
CONCRETE CURB
APPED RAMP DETAIL
PROVIDE TRANSVERSE
CONTRACTION JOINTS AT
MAX. 5' -0" O.C. AND
TRANSVERSE EXPANSION
JOINTS AT MAX. 100' -0" O.C.
AND AT RADII
TOP OF CURB
0
4 1/2-
CV
� r-
co `n
I
LOW
POIN 4't
A L--Z
PAVEMENT
N
_
co
COMPATED
6„ 3„ SUBGRADE
2, -0„
- E.J. AT CONC.
PAVEMENT
REVERSE SLOPE WHERE DRAINAGE
IS AWAY FROM THE CURB.
2' CONCRETE ROLL CURB AND GUTTER
NO SCALE
NOTES:
1. SAWCUT EXISTING ASPHALT PAVEMENT IN
STRAIGHT, TRUE LINES OR SMOOTH ARCS
PARALLEL TO FACE OF NEW CURB.
2, TRANSITION FROM EXISTING SECTION SHAPE
AND DIMENSIONS TO PROPOSED NEW SLOPE
AND DIMENSIONS IN A NEAT AND WORKMAN-
LIKE MANNER WHERE PROPOSED NEW CURB
MEETS AN EXISTING CURB.
LIGHT BROOM FINISH (TYP.)
PERPENDICULAR TO FLOW OF TRAFFIC
Q 6 X 6 - W1.4 X W1.4 WWF
w NOTE:
tom'' r=te PROVIDE 1 " DEEP TOOLED CONTROL JOINT
0 MAX. 5' -0" O.C. AND EXPANSTION JOINT
0 MAX. 30' -0" O.C.
W
4" COMPACTED GRANULAR BASE
I.
COMPACTED SUBGRADE
TYPICAL CONCRETE WALK SECTION
LIGHT BROOM FINISH (TYP.) LIGHT BROOM FINISH (TYP.)
2w2w 2w2w
4" TOOL 1/2" 4" TOOL 1/2w
JOINT JOINT
JOINT SEALANT
PREFORMED JOINT
MATERIAL
EXPANSION JOINT (AT WALK THICKNESS)
2 " TOOL JOINT 1 /2w �
LIGHT BROOM FINISH (TYP.)
-\
CONTRACTION JOINT
BUILDING, MANHOLE, ETC..
JOINT SEALANT
PREFORMED JOINT
EXPANSION JOINT MATERIAL
CIP CONCRETE WALK AND JOINTS
SCALE: 3/4" = l' -0"
I
I ,
/
f
Z cl-Q
W
— oz
Q
Q Q
U
-J
Z W
O
�z
u�
�
Q mQ
U W
W
1E
LLJ Q
Ln U
o
-J
0
W
W
�
Q
Q
U
J
U J
z Q
_ U_
W
W LLJ
Ljj
z_ •
0
z
W —j
_U
0 z
z =
Area Lighting
MR
Features
Housing: Rugged, heavy - gauge, spun -
aluminum housing in centriform shape. Dark
bronze polyester powder finish (DDB) standard;
other architectural colors available.
Door Frame: Aluminum door frame with 1,�8"
impact - resistant, tempered -glass lens.
Stainless steel external hardware. One -
piece EPT closed -cell gasket.
Mounting: Contoured, extruded - aluminum
9" (KAR1/ KAR2) and 12" (KAR3) arms with
integral splice compartment for pole or wall
mounting. Optional mountings available.
Optics: Anodized, hydroformed aluminum
reflectors. Four IES cutoff distributions
available: Type II (Roadway), Type III
(Asymmetric), Type IV (Forward Throw) and
Type V (Square). See IES Distribution chart
for reflector /housing availability. Type IV
reflector is field - rotatable. Reflectors hinge
out for easy removal during installation and
maintenance.
Electrical System: High -power factor,
constant - wattage autotransformer ballast
( -40 °F starting), copper wound and 100%
factory tested. Removable power door and
positive - locking disconnect plugs.
Socket: Horizontally oriented mogul -base
porcelain socket with copper alloy, nickel -
plated screw shell and center contact. UL
listed 1500W -600V. 4KV pulse rated.
Listings: UL listed for wet locations. Listed
and labeled to comply with Canadian Standards
(see Options).
Poles: See pages 259 -283
222
Arm- Mounted Centriform Cutoff
Use for parking lots, plazas or entrances.
Catalog Number
KAR2 400/
0.58
R4
T RP0109 DDB
KAR1
KAR2
KAR3
-\ EPA:'
11 f12 (.11 m2)
1.5 W (.14 m2)
2.2 h= (.2 M21
1i1 Diameter:
19.1 2 (49.5)
IES Distribution
30 (75.6)
` Depth:
9 -12 (24.1)
Designation
12.12 (31.8)
(select one)
Voltage Mounting
9 122.9)
HIGH PRESSURE SODIUM
Max weight:
36 lbs. (15kg)
120 (KAR1,•KAR2, shipped - separately)
53 lbs 124kg)
150W KAR1 150S
R2
R3 - -
208 SPD09 Square pole arm
0
250W KAR2 250S
R2
R3 R4 R5S
240 RPD09 Round pole arm
1477
»OOW KAR2 400S
R2
R3 R4 RSS
277 WWD09 Wood pole or .vale
298
1000W KAR3 1000S
-
R3 R4 R5S
347 WBD09 Wall bracket
6 40OMH 1420 1396
METAL HALIDE
90
0
480
1396
0
40OMH: TOTAL NUMBER OF LOCATIONS =
6
TB 1KAR3, shipped separately)
1 00YJ KAR1 100M
R2
R3
SP012 Square dole arm
= 1
1751') KAR1 175M
R2
R3 -- - --
RPD12 Round pole arm
PLANE : GROUND
25OW KAR1 250M
R2
R3 -- -
2.81
4.25 3.0
40OW KAR2 400M
R2
R3 R4 R5S
WWD12 Wood pole or wall
0.01
1000W KAR3 IOOOM
-
R3 R4 R5S
WBD12 Wall bracket
U
2
OPTIONAL MOUNTING
�T
.i
LOWER LEFTHAND CORNER OF PLANE:
0
W
M
(Shipped separately)
--�
O
2
X = 1088 Y = 1357 Z = 0
KMA Mast arm adaptor
1
KTMB Twin mounting bar
UPPER RIGHTHAND CORNER OF PLANE:
0
.35 4,07 3.23 4
DAD12P Degree arm Ipole)
1.59
2.14
X = 1579 Y = 1727 Z = 0
2.64
DADI2WB Degree arm (wall)
44
0,11
0,04
0,02
Options /Accessories
0.01
Li
Q
Cr
OPTIONS (Shipped installed)
s
wo
U
AVERAGE fc a 1.07
SF Single fuse (120, 277, 347V, n/a TB)
OU
OF Double fuse (208, 250, 48OV, n/a TB)
0
MAXIMUM fc = 5.16
_
U
QRS Quartz restrike system
Z
O
PER NEMA twist -lock (no photocontrol)
MINIMUM fc = 0
receptacle only
a.
EC Emergency circuit
CR Corrosion- resistant finish
MAXIMUM /MINIMUM = 0
HS House side shield (R3 only)
CSA Listed and labeled to comply with
TOTAL NUMBER OF POINTS 296
Canadian Standards (120, 277, 347V
w
only)
STANDARD PACKAGING Fnr optional Architectural Colors, see page 285
Housings ship in unit cartons E><amole: ACCESSORIES (Shipped separately)
PEI NEMA twist -lock photocontrol (110,
10ty21) KAR3 10005 R4 120 QRS 208, 240V)2
,21 canons of 1 housing) PE3 NEMA twist -lock photocontrol (347V)2
Arms ship in m,ttiples of: PE4 NEMA tvist -lock photocontrol (48OV)2
RP012 J12 11 carton of 11 arms) PE7 NEMA twist -lock photocontrol (177V►2
RPD12 J4'2 carton of 4 arms) SC Shorting cap for PER option
RPD12 J d carton of 1 arm) VG Vandal guard (KAR1 12 below 40OW)
For Tenon Slipfitters, see page 285-
NOTES:
1 Multi -tap ballast (120. 208, 240, R7 7 V).
2 PEP must be ordered with fixture.
3 Includes mounting arm.
All dimensions are ;-iches (centimeters)
unless otherwise specified.
DIMENSIONS
0.58
0.58 0.70
Housing:
KAR1
KAR2
KAR3
-\ EPA:'
11 f12 (.11 m2)
1.5 W (.14 m2)
2.2 h= (.2 M21
1i1 Diameter:
19.1 2 (49.5)
21.1 2 (54.6)
30 (75.6)
` Depth:
9 -12 (24.1)
11 (27.7)
12.12 (31.8)
Arm length:
9 (22.91
9 122.9)
12 130 5)
Max weight:
36 lbs. (15kg)
45 tbs. 120kg)
53 lbs 124kg)
LITHONIA LIGHTING
LUMINAIRE : 40OMH
CAD SYMBOL SRD3.SYM
CAD SYMBOL SIZE 5
FILENAME K: \LL -IES \MONARCH \AREA \KAR \17864.IES
LUMENS = 32000
LLF = .75
SPIN = 0
I ESNA91
TEST] HT 17864
MANUFAC] Lithonia Lighting - Lithonia Hi -Tek Outdoor
LUMCAT] KAR2 400M R4
LUMINAIRE] CIRC., FOR. THROW, SHARP CUT. LUMINAIRE
LAMP] 34000 LM LAMP
OTHER]Version: 7/1/97 - 12:00:00
TILT = INCLUDE
LAMP TO LUMINAIRE GEOMETRY = 2
NUMBER OF TILT FACTORS 7
ANGLES = 0 15 30 45 60 75 90
FACTORS = 1 .95 .94 .9 .88 .87 .94
LAMPS = 1 LUMENS LAMP = 34000 PHOTOMETRIC TYPE = 1 WATTS = 455
LUMINOUS DIMENSIONS FEET) :WIDTH = -2 LENGTH = 0 HEIGHT = 0
FACTORS : MULTIPLIER = 1 BALLAST = 1 BALLAST -LAMP = 1
NUMBER OF VERTICAL ANGLES = 11 0 TO 90 DEGREES
NUMBER OF HORIZONTAL ANGLES = 21 0 TO 180 DEGREES
LUMINAIRE LOCATION SUMMARY
COORDINATES IN FEET
LAK E
LUMINAIRE
0.58
0.58 0.70
1.02
AIMING COORDINATES
NO. LABEL X -COORD Y_
Z _ COORD
ORIENT TILT
X Y
0.05
Z
- - - - --
1 40OMH 1196 1436
-COORD
32
30
--
0
- - - - -
1196
- - --
1436
--
0
2 40OMH 1329 1415
32
52
0
1329
1415
0
3 40OMH 1477 1459
32
180
0
1477
1459
0
4 40OMH 1477 1523
32
182
0
1477
1523
0
5 40OMH 1366 1566
32
298
0
1366
1566
0
6 40OMH 1420 1396
32
90
0
1420
1396
0
40OMH: TOTAL NUMBER OF LOCATIONS =
6
r nw �-
V /
w
LLJ w
S1
LiJ
AVERAGE TILTED LAMP CORRECTION FACTOR APPLIED
= 1
Z
•
/4"*'2. 1.84 1,41
PLANE : GROUND
1,11 1.23
1.47
.99
2.81
4.25 3.0
0, 3
--------------- - --
POINT SPACING LEFT -TO -RIGHT = 15 ft
0.04
0.02
0.01
0.01
2
Z
O
POINT SPACING TOP -TO- BOTTOM = 15 ft
U
2
V) Q
LIJ ~
�T
.i
LOWER LEFTHAND CORNER OF PLANE:
0
W
M
--�
O
2
X = 1088 Y = 1357 Z = 0
Z J
1
UPPER RIGHTHAND CORNER OF PLANE:
0
.35 4,07 3.23 4
1.56
1.59
2.14
X = 1579 Y = 1727 Z = 0
2.64
2.43 1.66
44
0,11
0,04
0,02
LIGHT METER IS NORMAL TO PLANE
0.01
Li
Q
Cr
Z
Q
s
wo
U
AVERAGE fc a 1.07
OU
m
�
0
MAXIMUM fc = 5.16
_
U
Z
O
MINIMUM fc = 0
a.
AVERAGE /MINIMUM = 0
MAXIMUM /MINIMUM = 0
U
V)
TOTAL NUMBER OF POINTS 296
w
0.2 0.4 E
0.03 0.15 .8:
0.01 0,02 0.08 A
0.04 0.15
n
0.36 0.34
0.641 0.36 0.32
5
0.78 /0.44 0.26 0,20
0.35 0.23 0.14 0.11
CAR&4`E` DRIVE
LAKE
S1
LITHONIA KAR2- 400M- R4- T8 -RPD09 -DDB
W-111111 ON 25' POLE ON 2' HIGH CONC. BASE
(TYPICAL OF FIVE (5))
0.05 0.02 0.01 0.01 0.00 0.00
0.43 0.32 0.27 0.23 0.17 0,09 0.03 0.01 0.01 0.01 0,00
.5
1.36 0.75 0.63 0,59 0. 0.46 0.16 0.05 0.02 0.01 0.01 0,00
1
1.72 1.07 1.10 1.43 1,67 1. 1 0.31 0.08 0.03 0.01 0.01 0.01
/\ 2
1.75 1.37 1.13 1.45 2.32 3.68 2. 0 .52 0.11 0.04 0.02 0.01 0.01
1,08 1.03 1.50 2.46 4,3.46 0. 3 0.12 0.04 0.02 0.01 0.01
i
0.35 0.55 0,75 0.75 0.71 0.75 .98 1,57 2.54 3.83 2.9 0,6 0.15 0,05 0.02 0.01 0,01
2 1
0.40 0.51 0.57 0.56 0,57 0.67 .99 1.60 2.40 2.77 2 7 0, 1 0.15 0.05 0.02 0.01 0.01
41 0.60 0.65 0,62
0.58
0.58 0.70
1.02
1.6
2.65
3.72 2.7
0.6
0.16
0.05
0.02
0.01
0.01
1
/ n�
V 1
-
Li
- oz
Q
(� Q
U
Z W
O
� z
Q
Ul
U�
�
Q
�
� Q
-
W
2
.5
LLJ <
n
_ Ln U
O
68 1.12 1. 0.88
0,78
0.76 1 0.87
1.13
1.7
2.71
4,83.47
0,6
0.14
0,04
0,02
0.01
0.01
U Q
Z U
r nw �-
V /
w
LLJ w
S1
LiJ
Z
•
/4"*'2. 1.84 1,41
1.13
1,11 1.23
1.47
.99
2.81
4.25 3.0
0, 3
0.14
0.04
0.02
0.01
0.01
2
Z
O
•
U
2
V) Q
LIJ ~
�T
.i
Q
(n
0
W
M
--�
O
2
W
Z J
1
0
.35 4,07 3.23 4
1.56
1.59
2.14
2.45
2.64
2.43 1.66
44
0,11
0,04
0,02
0.01
0.01
4.48 2.66 1,53 1. 3.12 3.71 3.47 2. 1.22 0.75 0.27 0.08 0.03 0.01 0,01 0.01
S1 .5
1.63 1.06 1, 5 3,61 11 4.25 .96 0.78 0.39 0.18 0.06 T0.02 0.01 0.01 0.00
i 2 1
2
• 1
D_a7 0,64 0.57 0.7 .14 .33 1.23 0.73 0,40 0.21 0,11
SITE LIGHTING PLAN -,zo-. �_
SCALE'. '.. = 30' s
0,04 0,02 0.01 0.00 0.00
J
�
LLJ
/ n�
V 1
-
Li
- oz
Q
(� Q
U
Z W
O
� z
Q
Ul
U�
�
Q
�
� Q
_J
U LL.J
W
L_L_
LLJ <
n
_ Ln U
O
0
W
W
�
ry
Q
Q
U
U Q
Z U
r nw �-
V /
w
LLJ w
LiJ
Z
•
0
Z
W -j
U
U z
Z
Z =
Q
-� w
D
a.
Ln
Z
O
•
U
Z
V) Q
LIJ ~
�T
.i
Q
(n
0
W
M
--�
O
•
W
Z J
O
0
O
�
rn
rn
rn
�
>_
M
m
0
rn
Li
Q
Cr
Z
Q
s
wo
U
O
3
OU
m
�
0
_
U
Z
O
a.
U
V)
w
00
Z
O
L
rz
w
Q
0
O
Z
\\��111111111!///
`� ��.��•��GISTER� •� •
No. 13968:
STATE ;'
• OF •
i �'•� AND I ^N P' *
L
�� �NA
SHEET
7' -R"Y car_►., av TCklAAIT
r
WEST ELEVATION
SCALE: 1/8" - 1 ' -p"
9, -o"
kvin Union `
Bank Center M
Dit � Loili 0 1 . •
0 "_ TO Cl/1L1 w TCLIAAIT
S
PRELIMINARY
ITZ01 Zjt,r yAllyly
SCALE: 1/8" - 1' -0"
NORTH ELEVATION
SCALE: 1 /8" - C -0"
OR ALUM. 'MEDALLIONS'
v a -v -v
SOUTH ELEVATION
SCALE: ,/a" - V-a
STANDING SEAM METAL ROOF
E.I.F.S. (DRYVIT OR STO)
CONC. BRICK - STAINED
PREFIN. SPLIT -FACE MASONRY
CLAD DOUBLE -HUNG WINDOWS
STANDING SEAM METAL ROOF
TBUGp BEAMG1 ® + 12' -6" -
E.I.F.S. (DRYVIT OR STO)
CONC. BRICK - STAINED
SCALE: 1/8" - 1' -0"
FANDING SEAM METAL ROOF
WOO BEABINd ® + 12' -g~ -
I.F.S. (DRYVIT OR STO)
JNC. BRICK - STAINED
?EFIN. SPLIT -FACE MASONRY
%r.AD DOUBLE -HUNG WINDOWS
9
W
E4
Z
W
W
No,
w
v
w
w
0
v
•
04
C)
z
•
`�
W
U
z
U
a
w
v
m
d
z
o
m
m
d
z 5
d 0
� a
a
z
d
H
v1
d
z
v
i
i
A."
m c
ca a
a� z
z
I CLAD DOUBLE-HUNG WINDOW,11'.
CERTIFIED
G \ S Tf'Qt�o
No.
-0 4028
STATE OF
DRAWN BY
REVISIONS
DATE
2/15/99
PROJECT N0.
9901
SHEET TITLE
BoEVATM
SHEET
A -2
PRELIMINARY
t
s
0
N
WES'1' ELEVATION
SCALE. 1 /8" - V -0"
1 v U 1� 1 11 JLj LTj V A JLJL U I N
SCALE: 1/8" - V-0"
-0"
CK ENCLOSURE w/
OD OR ALUM. GATES
Elm
ININ I
21011010
pmm Mim Am, ME
imummi - 1. MINIM INIMININ,
EAST ELEVATION
SCALE: 1/8- - 1 - -0"
MEMO, Ism N MEE
o
I ION,
O
mmmm� ME on No mmmm
IN 00.1
[101001m; INN mmmm I
m 0117IL
SOUTH ELEVATION
SCALE: 1,8" - C-o
STANDING SEAM METAL ROOF
T.RUJ S 1BEAM4 ® + 12' -g"
E.I.F.S. (DRYVIT OR STO)
CONC. BRICK - STAINED
PREFIN. SPLIT -FACE MASONRY
CLAD DOUBLE -HUNG WINDOWS
STANDING SEAM METAL ROOF
TBU130 BEARIN61 • + 12' -8"
E.I.F.S. (DRYVIT OR STO)
CONC. BRICK - STAINED
PREFIN. SPLIT -FACE MASONRY
CLAD DOUBLE -HUNG WINDOWS
STANDING SEAM METAL ROOF
E.I.F.S. (DRYVIT OR STO)
CONC. BRICK - STAINED
PREFIN. SPLIT -FACE MASONRY
CLAD DOUBLE -HUNG WINDOWS
L�
z
W
d
E-�
W
W
L=,
0
w
v
d
a
c�
0
a
0
z
x
v
w
H
w
U
z
v
a
w
x
d
v
m
C.) z
f 4
z
d 0
H
z
d
H
a
z
�a
U
a
Q
$
U
0
z
(z
IV
LL
CEPTIFIED
No.
= 0 4028 °
STATE OF
% D SAN
P
%, // q#9L-H TEG�
DRAWN BY
REVISIONS
oarE
2/15/99
PROJECT NO.
9901
SHEET TITLE
ELEVATIONS
SECTION 2
SHEET
A -3