Towne Road Improvements (126th St to 131st St) V ` \
BOARD OF PUBLIC WORKS
CARMEL, INDIANA ROAD PLANS
MAYOR JAMES BRAINARD
LORI WATSON FOR
MARY ANN B U RKE TOWNE ROAD IMPROVEMENTS
CITY ENGINEER
MICHAEL McBRIDE P.E.
FROM 126th STREET TO 131st STREET
CITY OF CARMEL , INDIANA '
VILLAGE OF s
ILI - - -
UT IES T
INC .BRENWICK DEVELOPMENT ,
WATER: HAMILTON COUNTY
Carmel Water and Wastewater Utilities –
W 141st St
760 3rd Avenue SW, Ste. 110 _ __._ ___ _ __ ____ ____ -_ -- — ---- W 14ist St '
Carmel, IN 46032 c
Director: John Duffy
317-571-2443
/ m °' \o , , ,, ����i HOLEY IIPJ®LEY SAYS
r - a qn, DON'T
SANITARY SEWER:
�� v°� •�
Clay Township Regional Waste V°•y O,, w m DIG
10701 North College Avenue �,,
Carmel, IN 46280 `,� E Twelve 0 ks
BLIND
Contact Person: Candy eltner � �
317-844-9200
y m Su m r Hill i
Roya Saddle Dr`---�
W 136th St
TELEPHONE:
sBC -
5858 N College Avenue "IT"S THE LAW"
�� - CALL 2 � � DIG
Indianapolis, IN 46220 w/
Contact Person: Greg Cammack ® 317-252-5134 'I -�00 3825544
and Dave Musall @ 317-252-5143 CALL TOLL FIRES
PROJECT L ���, �� PER INDIANA STATE LAW IC_S- L.EMEN
CABLE: � � ET SEQ. AS AMENDED AND SUPPLEMENTED,
IT IS AGAINST THE LAW TO EXCAVATE
''' WITHOUT NOTIFYING THE UNDERGROUND
Bright House Networks LOCATION SERVICE TWO (2) WORKING
3030 Roosevelt Avenue '�� 0 DAYS BEFORE COMMENCING WORK.
Indianapolis, IN 46218 i
Contact Person: Joe Evans +' 1 NDEX
��� •- ,� x ` SCALE 1" = '000'
317-339-9075 Ext. 263 W 131 st St 0 -
��. �� / SHEET NO. DESIGNATION
GAS:
Vectren Energy Delivery �� Notting am C�
P.O. Box 1700 A 1 TITLE SHEET
Noblesville, IN 46060
Contact Person: Don Perdue 2-3 TYPICAL SECTIONS
317-776-5534
C ` \ \ �s 4-9 MAINTENANCE OF TRAFFIC
ELECTRIC: °3 -`
\��' cv ��� r o 10-12 PLAN & PROFILE – LINE PR–A
Cinergy 13 PLAN & PROFILE — LINE B
Transmission & Distribution a
1619 West Deffenbaugh o
P.O. BOX 3039 ° W 126th St �� ` °
Kokomo, IN 46902-3039 ° > \ 14 PLAN & PROFILE – LINE C
a� Pembroo CirNorfh Cal ridg \ 0 15-1 g STORM SEWER PROFILES – LINE "PR–A"
Contact Person: Dick Cameron c _
765-454-6566 0 v� \
-- 19 CONSTRUCTION DETAILS – LINE C
a
� Laurel L s Blvd \
FirstMile s ° / 1�°
750 Liberty Drive N �° �, \ 20 LIGHTING AND CONDUIT PLAN
Westfield, IN 46074 V) Ma fair` Ln
Contact Person: Jeff Lacer , _ ' Q Winfield r Helf rd L \ 21 -22 PAVEMENT MARKING AND SIGNS
elford n Suffolk Ln
317-569-2806 � �. \ '�
23-25 DATA TABLES
Cta 'Springs r
Clay Spri s [fir I 26-39 CROSS SECTIONS – LINE PR–A
Scarborough Ln
40-41 CROSS SECTIONS – LINE B
42-44 CROSS SECTIONS – LINE C
E
DESIGN �-SPEED 45 MPH
T ,
3
Cross fields Ct °
o
W 116th St _
INDIANA DEPARTMENT OF TRANSPORTATION
HAMILTON COUNTY, INDIANA STANDARD SPECIFICATIONS DATED 2006
TO DE USED WITH THESE PLANS
ZpPHER,o 'er .
Historic Fort Harrison PLANS Y 615TG'�
8901 Otis Avenue N0. DESIGNATION
Indianapolis, Indiana PREPARED BY: THE SCHNEIDER CORPORATION 317-826-710 , pE19700209
46216-1037 PHONE NUMBER �`
" o STATE OF Q SHEETS
1-866-973-7100 � i p..` ��`'
317-826-7100 , IFS �o i GJ 1 of 44
CERTIFIED BY: f 4-12-06 S�ONAL E CONTRACT PROJECT
DATE
7DWAIC R" V /�'"1/pi�4 V . / '��It�' �S 'Z� w a r To 131 sT' e457-
LINE "PR-A"
60.0' 60.0'
10.0' VARIES 2.0' 12.0' 12.0' 2 0� VARIES VARIES 2 p. 12.0' 12.0' 2.0' VARIES 10.0'
S.B. LANE S.B. LANE MAX. 10.0 -0.0 MAX. 10.0-0.0 N.B. LANE N.B. LANE
PROFILE GRADE 2% PROFILE GRADE 26 1A 3-1
2% Max 2% - -y 2% 2%Marx
MAX' 26 Tom•
26
D 26
.� K 16 16 K
15
S S 15
TOWNE ROAD U
STA. 54+29.80 TO STA. 59+31 LINE "PR-A"
STA. 61+41 TO STA. 72+85.00 LINE "PR-A"
LINE "PR-A"
60.0' 60.0'
10.0' VARIES 2.0' 12.0' 12.0' 4.0' VARIES 100' 20' 12.0' 12.0' 2,0° --�-VARIES-®--� 10.0'
S.B. LANE S.B. LANE SHOULDER 6.0-8.0' . .
N.B. LANE N.B. LANE
PROFILE GRADE 2% PROFILE GRADE 26
2% Max �- VARIES -i -2%_ x
26 -�' ! ,;
1 1
tiAP�• 26 Typ' 26
26 C
D C
S K 16 K S
15 15
TOWNE ROAD C
STA. 53+50.00 TO STA. 54+29.8 LINE "PR-A"
_LEGEND CENTER OF CIRCLE
OA COLORED AND STAMPED CONCRETE, 7" ON 48.0 32.0' 2.0' 12.0' 10.0'
12" COMPACTED AGGREGATE BASE, NO. 53 907.78 5.0' 2.0' PROFILE GRADE
ELEV. =
�D 165 SYD HMA SURFACE, TYPE A 4% Max.-*W-- 2%� AND LINE "C"
#/ SLOPE 26
275#/SYD HMA INTERMEDIATE, TYPE A 2_% VARIES 2% MAX'
5 COMPACTED AGGREGATE BASE, NO. 53 STONE
zz
OK 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON 26 Typ. D D
275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON 17 S
330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm ON A K it 2.0'
300#/SYD QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 mm ON YP
330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm
ROUNDABOUT CIRCULATING ROADWAY
K1 165#/SYD HMA SURFACE, 9.5 mm ON STA. 20+00.00 TO STA. 23+14.16 LINE "C"
605#/SYD HMA INTERMEDIATE, 19.0 mm ON
6" COMPACTED AGGREGATE BASE, NO. 53 STONE
O 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm
HMA WEDGE AND LEVEL, TYPE B
SO SUBGRADE TREATMENT, TYPE 1 5"
4" 6"
Uo 6" UNDERDRAIN
14"
15 COMBINED CONCRETE CURB AND GUTTER (TYPE 11) 13 Z
W
16 COMBINED CONCRETE CURB AND GUTTER (TYPE III) 1 7" 14"
GEOTEX11LES FOR C'
17 ROLL CURB, MODIFIED UNDERDRAINS 1" AGGREGATE FOR UNDERDRAIN
26 SODDING 24" .
oX CURB RAMP (LETTER INDICATES TYPE) \-6" PIPE TYPE 4 FOR UNDERDRAIN
ROLL CURB, MODIFIED UNDERDRAIN DETAIL
NOT TO SCALE NOT TO SCALE
GENERAL NOTES:
1. ALL CATCH BASINS SHALL INCLUDE CATCH BASIN HOODS.
2. ALL STATIONS AND OFFSETS FOR DRAINAGE STRUCTURES ARE GIVEN TO THE CENTER OF
THE STRUCTURE.
3. ALL STATIONS AND OFFSETS FOR PIPE END SECTIONS ARE AT THE POINT OF CONNECTION ,,, HORIZONTAL SCALE BRIDGE FILE
TO THE PIPE. Historic Fort Harrison \���`�� 4PHER . D _
``` 5�,........ �/ ''' RECOMMENDED BjI �• 1 4 1
8901 Otis Avenue �i�Q.�O`STERFp:�2P' FOR APPROVAL y VER11CAL SCALE DESIGNATION
4. ALL EXISTING PAVEMENT AND SIDEWALKS WITHIN THE PROJECT LIMITS SHALL BE REMOVED Indianapolis, Indiana = N0. DESION ENGINE ER' 'DAlt 1 4" = 1'
UNLESS NOTED. 46216-1037
PE 19700209 ®® �
1-866-973-7100 �' STATE OF �� TOME ROAD IMPROVEMENTS
• DESIGNED: MLL DRAWN: BAB
Pq Lm-ft 317-826-7100 �J+A'�tiDIAN'�`��' 2 of 44
%P61 0 /���''%a�iiJJi�0 .... 10 -�/� �e CONTRACT PROJECT
CHECKED: CLR CHECKED: M LL 11 P I CAL SEC11 ON S I
i� LINE "B"
28.5' 28.5'
2 0' VARIES 2.0, VARIES VARIES 2.0' VARIES f 2.0'
16.5'-14.5 MAX. 16.0'-0.0' MAX. 12.0'-3.2' 16.0'-15.0
PROFILE GRADE PROFILE GRADE
2% 2�
�- -i 26
26 2%MPS" MAX.
15 S K 16
T.0' -� 26 T.0' 16 K S 15
yP• yp.
U U
GLEBE STREET
STA. 04+68.45 TO STA. 5+37 LINE "B"
STA. 7+49 TO STA. 7+81.67
i LINE "B"
28.5' -
2.0' 15' 2.0' VARIES 9.5'
MAX. 9.5 TO 0.0
PROFILE GRADE
26 31 � 2%
L EXISTING PAVEMENT
15 S K 16 2.0' 26
Typ.
U
GLEBE STREET
STA. 7+81.67 TO STA. 9+45.05 LINE "B"
LINE "A"
LEGEND
oA COLORED AND STAMPED CONCRETE, 7" ON
12" COMPACTED AGGREGATE BASE, NO. 53 4.0' VARIES
�D 165#/SYD HMA SURFACE, TYPE A SHOULDER 24.4'-39.5'
275#/SYD HMA INTERMEDIATE, TYPE A
5' COMPACTED AGGREGATE BASE, NO. 53 STONE 1.0'
�K 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON 26 V� ARIES
275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON
330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm ON i Z I -- - --
300#/SYD QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 mm ON
330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm K1 EXISTING PAVEMENT
K1 165#/SYD HMA SURFACE, 9.5 mm ON
605#/SYD HMA INTERMEDIATE, 19.0 mm ON INCIDENTAL CONSTRUCTION - TAPER TO EXISTING
6" COMPACTED AGGREGATE BASE, NO. 53 STONE STA. 50+00 TO STA. 52+00 LINE "A"
O 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm
HMA WEDGE AND LEVEL, TYPE B
S� SUBGRADE TREATMENT, TYPE I LINE "A"
U� 6" UNDERDRAIN
15 COMBINED CONCRETE CURB AND GUTTER (TYPE II)
16 COMBINED CONCRETE CURB AND GUTTER (TYPE III) 4.0' VARIES 4,0' VARIES 4,0' 1 VARIES 4.0'
17 ROLL CURB, MODIFIED SHOULDER 24.0'-26.0' SHOULDER 14.0'-0.0 SHOULDER 151-16.0' SHOULDER
26 SODDING VARIES
7.0'- 0.0'
�X CURB RAMP (LETTER INDICATES TYPE) 26 VARIES VARIES ( 26
K1 K1
INCIDENTAL CONSTRUCTION - TAPER TO EXISTING
STA. 52+00 TO STA. 53+50 LINE "A"
STA. 72+85 TO STA. 74+45.00 LINE "A"
\\\��������uuuuunuurrr,�r,�, HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison o o =
`° ��Q R ✓ °''� RECOMMENDED 1 4" 1'
8901 Otis Avenue \V °�gTERF GG'� FOR APPROVAL p CK ' INC.N
VERTICAL SCALE DESIGNATION
Indianapolis, Indiana = NO. '; E GN ENGINftR DATE
46216-1037 _� PE19700209 °;= 1 4" e 1'
• 1-866 973-7100 STATE OF ?�\ DESIGNED: MLL DRAWN: BAB
317-826-7100 TOWNE ROAD IMPROVEMENTS SURVEY BOOK SHEET
der =,�f;��o�,,N� ��\.,� 3 Of 44
f n?ICAL SECTIONS CONTRACT PROJECT
CHECKED: CLR - CHECKED: MILL
Maintenance of Traffic/ Sequence of Construction 50+00 51 +00 52+00 53+00 54+00 55+00 56+00
Contractor is to establish the work area in accordance with the current Manual on Uniform
Traffic Control Devices. The contractor shall limit the area of work adjacent to the traffic to
minimize impacts. The contractor shall maintain access to the Villages of West Clay, 126th
Street and 131st Street.
Preliminary Construction — Construct widening with temporary pavement along the existing Towne BEGIN INCIDENTAL CONSTRUCTION `
Road as shown on the Maintenance of Traffic/ Sequence of Construction plan. STA. 50+00.00
Phase 1 — Construction of Southbound Lanes
Major work includes constructing storm sewer, construction of western half of median,
construction of sidewalk, curb and gutter, and pavement.
Contractor to establish traffic control measures in accordance with MUTCD maintaining two way
traffic on the existing pavement of Towne Road at all times with no disruption of traffic. BEGIN CONSTRUCTION
Contractor is to provide adequate drainage measures and erosion control. STA. 51+85.00
Construction of the storm sewer crossing of Towne Road at Station 54+85 must be staged to N
limit closure of lanes to allow for traffic to be maintained.
N
END
CONSTRUCTION
LO
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ROAD W 4F� T� \ \ \ \ \ \ \� \ \ V�
CONSTRUCTION ,\
100 _ ,� � A A \ \ \\ V �\ XvyvN ��� ���,A\� �
AHEAD \` \
\, w
\ V � \ \ \
LINE PRA
XiV20- I -- —� y� ` - -- — - -- - -- - - ---------- -- --
TOwNE ROAD Q
+43.23 "PR—A" +62.73 "PR—A"
27.4 RT ±00.00 "PR—A" 27.0 RT >-
+00.00 "PR—A" ° 32.0 RT
500 100' 32.0 RT 47 46 UJ
WEn
I
I
57+00 58+00 59+00 60+00 61 +00 62+00 63+00 64+00 65+00
CC
\ m
QN
MM LLI
L0 CAD
EL � +
Q
W �
125
Cn
� Q
°
LF) V) \ \ \\ +
LINE °PR—A' TOWNE ROAD LINE 'PR—A'
—�
+54.17 "C" +20.17 "C" TOWNE ROAD J
_ 1.7 RT
1.9 RT
-- -- _ — UNE "C.—A TOWNE ROAD --- -- — �--
1 I
I
I
J
SEE SHEET 5 FOR MAINTENANCE OF TRAMC LEGEND
°�S�OPHER/� �bO% HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison .�`�°��\ ..•�STE" O�O''. RECOMMENDED
BRENWICK 1"=30'
8901 Otis Avenue `V���° RFO'':CG'% FOR APPROVAL ' VERTICAL SCALE DESIGNATION
Indianapolis, Indiana N0. ME 91 Rd N ENGINWR bAtif NA
46216-1037 =�_:PE19700209 °` SURLY GOOK
1-800-898-0332 STATE of `"\ DESIGNED: MLL DRAWN: MLL TOME ROAD IMPROVEMENTS
317-826-7100 '% JJ+''�NO1AAtV�\�` 4 of 44
O�HiAiL CHECKED: CLR CHECKED: CJO
MAINTENANCE OF TRAMC PHASE I CONTRACT PROJECT
66+00 67+00 68+00 69+00 70+00 71 +00
LMD
0 0 45A TEMPORARY PAVEMENT MARKINGS, TYPE 1, WHITE, 24"
TEMPORARY PAVEMENT MARKINGS, TYPE. I, WHITE, 4"
F-
4�A
TEMPORARY PAVEMENT MARKINGS, TYPE I, YELLOW, 4 19
w
w STANDARD DRUM
\
_ TT TYPICAL SIGN STANDARD
LINE "PR-A" ® - DIRECTION OF TRAFFIC
- -�.- TOWNE ROAD \ \ CONSTRUCTION AREA
TEMPORARY PAVEMENT
165 #/SYD HMA, TYPE A, SURFACE
�- MEDIATE
660 #/SYD HMA, TYPE A, BASE
W
6" COMPACTED AGGREGATE BASE, NO. 53 STONE
a"'
HORBECK STREET
72+00 73+00 74+00 75+00 76+00'
END INCIDENTAL CONSTRUCTION ROAD
STA. 76+07.58 CONSTRUCTION
CD W1 -4R AHEAD
END CONSTRUCTION 30�
M.P.H.
STA. 74+40.00 X 20- '
W 13- 1 ,
100 500
z \ \ \ 46
- o
TOME ROAD —
45
y t,
+66.98 0 L100, END
26.4 RT +25.00
31.0 RT 4.7 46 CONSTRUCTION
' � \ 020-2
\\`�� ���i�i� HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison \\�o```���S�OeHER �/Oo,,,�i RECOMMENDED B INC. 1"=30'
8901 Otis Avenue ��;��o�sTER�o GG, FOR APPROVAL
VERTICAL SCALE DESIGNATION
Indianapolis, Indiana = NO. IGN EN DATE NA
46216-1037 PEI 9700209 SURVEY BOOK SHEET'S
1-800-898-0332 '
STATE of :'y�\ DESIGNED: MILL DRAWN: MLL TOWNE ROAD IMPROVEMENTS
317-826-7100 '�� ��DIAN� 'V��� 5 of 44
`fJ' �,����``�\ CONTRACT PROJECT
/ONAt�� o�`°� CHECKED: CLR CHECKED: CJO MAINTENANCE OF TRAFFIC PHASE
nnnnm
Maintenance of Traffic/ Sequence of Construction 50+00 51 +00 52+00 53+00 54+00 55+00 56+00
Phase 2 - Construction of Northbound Lanes
Major work includes constructing storm sewer, construction of
sidewalk, curb and gutter, and pavement.
Contractor to establish traffic control measures in accordance
with MUTCD maintaining two way traffic on the southbound BEGIN INCIDENTAL CONSTRUCTION
lanes of Towne Road as constructed in Phase I at all times
with no disruption of traffic. STA. 50+00.00
Contractor is to provide adequate drainage measures and
erosion control.
i
BEGIN CONSTRUC110N
LU
STA. 51+85.00
END N
CONSTRUCTION
CD
ROAD
G20-2 46
CONSTRUCTION W1 —¢L 10 Min.
AHEAD ( 100, 10' Min.
� P R1612'
XW20- 1 W13— I
LINE 'PR–A' _ z
XX
7 46
500' 100'
/' /
57+00 56+00 59+001 60+00 61 +00 62+00 63+00 64+00�I 65+00
W
ROAD
CONSTRUCTION W1 -5L
W1 -5L AHEAD -
. .H. XW20— I 200' d��1 J—
W 13- 1
200' 47
0
LO _ o
� 1 10' Min. - +
10' Min.
Cn
UNE "PR–A' UNE 'PR–A"--0"'
PR–A' w
I
I
SEE SHEET 7 FOR MAINTENANCE OF TRAFFIC LEGEND
�4PHER�I/rriiiri� HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison o```� 5 ✓ �'''%%, RECOMMENDED 1"=30'
8901 Otis Avenue V� °�STERF OC�� FOR APPROVAL B ' INC•
VERTICAL SCALE DESIGNA11ON
Indianapolis, Indiana = N0. = SIGN 'ERG EER ATE NA
46216-1037 PE19700209: W
•
1-800-898-0332-71 0 STATE OF ::�; DESIGNED: MLL DRAWN: MLL TOME ROAD IMPROVEMENTS SURVEY BOOK SHEETS
317-826-7100 %��f' ''�NOIAN 6 of 44
�/��HiA��U1���`��•�\o��``��\\ CONTRACT
/ PROJECT
CHECKED: CLR CHECKED: CJO MAINTENANCE OF TRAFFIC PHA li
66+00 67+00 68+00 69+00 70+00 71 +00
BEN®
CZ) 1 0 45A TEMPORARY PAVEMENT MARKINGS, TYPE 1, WHITE, 24"
LO LO
LO 47 +
T— (46)A TEMPORARY PAVEMENT MARKINGS, TYPE I, WHITE, 4
V) 10' Min. — ¢ >A TEMPORARY PAVEMENT MARKINGS, TYPE I, YELLOW, 4"
cry
z 10' Min. z STANDARD DRUM
-t-6- TYPICAL SIGN STANDARD
IJNE 'PR-A" - DIRECTION OF TRAFFIC
CONSTRUCTION AREA
7z �- -- - -
; �, � �-, ��!� � TEMPORARY PAVEMENT
�
165 #/SYD HMA, TYPE A, SURFACE
� \ 275 #/SYD HMA, TYPE A, INTERMEDIATE
660 #/SYD HMA, TYPE A, BASE
/ \ / 6" COMPACTED AGGREGATE BASE, NO. 53 STONE
HORBECK STREET
I
72+00 73+00 74+00 75+00 76+00
M
END INCIDENTAL CONSTRUCTION ROAD
STA. 76+07.58 CONSTRUCTION
CD W1 -4R AHEAD
LO
END CONSTRUCTION X30
STA. 74+40.00 -- XW20- 1
Q W 13- 1
V)i 100' 500'
z 10' Min. 46
J
= 10' Min. x
U
I-
d
M
zz-��
OoF
- -_ - , - - -_ - _ - - - 100' ��
47 END
46 45 CONSTRUCTION
\ \ G20-2
��\a�����uuuununrarrrrro� HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison \,,``�� S�?HER . o.,,,, RECOMMENDED B � � P C• 1 =30'
8901 Otis Avenue `��:p�o�sTER�;o.G'V FOR APPROVAL /��` g VERTICAL SCALE DESIGNATION
Indianapolis, Indiana N0. = D IGN EN EER DATE NA
46216-1037 PEI 9700209 °`
• 1-800-898-0332 �; STATE OF 2�; SURVEY BOOK SHEETS
�;.•. �N ' : DESIGNED: MILL DRAWN: MLL TOWNE ROAD IMPROVEMENTS
317-826-7100 f DIAN•.
CONTRACT 7 44 PROJECT
CHECKED: CLR CHECKED: CJO MAINTENANCE OF TRAFFIC PHA% 11
50+00 51 +00 52+00 53+00 54+00 55+00 56+00
Maintenance of Traffic/ Sequence of Construction i
Phase 3 Completion of Roundabout at Glebe Street
Major work includes curb and gutter and pavement.
Contractor to establish traffic control measures in accordance
with MUTCD maintaining one lane traffic on southbound Towne I BEGIN INCIDENTAL CONSTRUCTION
Road (westernmost lane) and one lane traffic on northbound STA. 50+00.00
Towne Road (easternmost lane).
Contractor is to provide adequate drainage measures and erosion
control.
0
BEGIN CONSTRUCTION
STA. 51+85.00
cc W, --5L
N
ENDI
.H.
CONISTRkTiON `--�
G20 -2 47 10' Min. -- +
I �
100,
1 r-
-- - CIO
UNE 'PR-A' w
• • TOWNE ROAD • • �
-- — -- - - 10' Min. - <
500' 100' �-
ROAD V 7 46 r
AHEAD U'J
XW20- 1
W1 -4R
W 13- 1
57+00 56+00 59+00 60+00 61 +00 62+00 63+00 64+00 65+00
W
W1 -5L
01
Wli-- 1
200'
47
1) 0
+ �- _
10' Min. -�
co • • • • • • • • • • C°
U)
UNE 'PR-A' UNE 'PR-A' z
E ROAD __J
� ® ®
UNE C,� „ • • • • TOdIhVE ROAD • ® • U
- 10' Min.
200' 47
SEE SHEET 9 FOR MAINTENANCE OF TRAFFIC LEGEND
HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison \���°���\�5��`STE•✓. �''%.,,� RECOMMENDED 8 g C* 1 n=30
8901 Otis Avenue V? �° RFO CG'% FOR APPROVAL J VERTICAL SCALE DESIGNATION
Indianapolis, Indiana N0. _ 15E MN tNGIIKER DAIS NA
46216-1037 PE19700209 SURVEY BOOK SHEETS
1-800-898-0332 . HATE OF ;? DESIGNED: MLL DRAWN: MLL TOME ROAD IMPROVEMENTS
of 44
317-826-7100 ''o,`f.�ION A� �'��°\\\ CONTRACT PROJECT
Now Dr CHECKED: CLR CHECKED: CJO MAINTENANCE OF TRAFFIC PHASE III
66+00 67+00 68+00 69+00 70+00 71 +00
7'
CD
U-) CD TEMPORARY PAVEMENT MARKINGS, TYPE 1, MITE, 24"
+ LO
+
TEMPORARY PAVEMENT MARKINGS, TYPE 1, MITE, 4"
10' Min. TEMPORARY PAVEMENT MARKINGS, TYPE 1, YELLOW, 4"
Lj-j 0 LJJ
STANDARD DRUM
TYPICAL SIGN STANDARD
LINE 'PR-A"--l"' DIRECTION OF TRAFFIC
4110 0 0 0 TOWNE ROAD CONSTRUCTION AREA
10' Min. TEMPORARYPAVEMENT
165 #/SYD HMA, TYPE A, SURFACE
275 #/SYD HMA, TYPE A, INTERMEDIATE
Vuz
660 #/SYD HMA, TYPE A, BASE
w Cn 6" COMPACTED AGGREGATE BASE, NO. 53 STONE
HORBECK STREET
72+00 73+00 74+00 75+00 76+00
CQ
END INCIDENTAL CONSTRUC"flON
STA. 76+07.58 ROAD
CONSTRUCTION
LO
-+- WI -41? AHEAD
IT—
END CONSTRUC110N
STA. 74+40.00 XW20- 1
Lo w1j— I
LIJ 100, 500
10' Min.
TOWNE ROAD
100'
END
CONSTRUCTIONJ
G20-2
HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison RECOMMENDED !"=30'
B901 Otis Avenue
2P FOR APPROVAL B- w! DEVEIA)Ph[ENT, 119C,
VERTICAL SCALE DESIGNATION
Indianapolis, Indiana No. N EENN GAI N DATE
NA
46216-1037 PE19700209 C==
1-800-898-0332 %5,"-,.. STATE OF DESIGNED: MILL DRAWN: MILL SURVEY BOOK SHEETS
OIL 317-826-7100 TOWNE ROAD IMPROVEMENTS
-mew CONTRACT PROJECT
CHECKED: CILR CHECKED:- CJO MAJNTMMCE OF TRAITIC PHASE III
50+0' "'o � + 0 52+00 53+00 54+00 55+00 56+00 57+00 58+00
DETENTION BASIN
STIR. 11 +65 STR. 14
i \ (BY OTHERS) BY OTHERS — — — — — — — — — �.g7s� MANHOLE TYPE
- \
+50 STR 13 MANHOLE TYPE C-4, 68 OF 24 RAP REQ D.
4T F 4" RCP R
MANHOLE TYPE H-4, 0 2 C EQ D +65 STIR. 24
F,
' +97 STR. J§23 +70 STIR. 25
65 OF 30 RCP REQ D. 10'TOF 2"BASIN
REQ'D 1
STIR. 12 CATCH BASIN TYPE B-15 CATCH BASIN J
I o MANHOLE TYPE J-4 +50 STR. 22 BRENWICK TND 10' OF 12" RCP REQ'D. +7 STR. 16 10° OF 12" RCP REQ'D.
" CATCH BASIN TYPE J-10, •
F5 �? a --- ❑H ❑H ❑ ❑H _ ❑" ❑" 138 OF 30 RCP REQ D. 10' OF 12" RCP REQ'D. COMMUNITIES LLC ANHOLE TYPE C-4,
EQN: - - - — — — — — — - - - ❑�� — - ❑" — +- --ter, - - - — — — — 105 OF 24 RCP REQD\��4E P.O.T. STA. 50+00 "PR—A" = SECTION 29, T18N, R3E / _/� °H °" °" ❑H --- n H — H _ ❑"
APP. EXIST. 78.5 R W N P.O.T. STA. 50+00 "A", 18.52' LT. CLAY TOWNSHIP
1 BEGIN INCIDENTAL CONSTRUCTION HAMILTON COUNTY BEGIN CONSTRUCTION o D
a +09.58 STA. 50+05.58 "PR—A" STA. 53+50.00 PR—A 15 6
46.01 LT
K1 --- o J --- ---- —
s
�Oit O a C%4 0') O
° K1 4'
E. K1 -
6 N00°1 1'59"W
LINE "P
a
__ _WO.14 9R W _ =7 LLJ
K1 N TOME ROAD APP. SEC. LINE LINE "A" K 00 5
O -F-
0 i17 ^
o ° + ° K1 + C
�o
N G K
10' TRANSITIONAL
APP. EXIST. 71.5' R/� — _ � � APP. EXIST. 71.5' R/W�
7 00 RT 68j 5O' RT 68.50 RT
f -
° i +00 STR. #150 (n +97 STR. 1@51 +65 STR. #852 BRENWiCK TND
CATCH BASIN TYPE J-10, CATCH BASIN TYPE B-15, CATCH BASIN TYPE J-10, COMMUNITIES LLC'
27 OF 12 R P REQ D. = 15 F 12 RCP REQ D. i 20 OF 12" RCP REQ D.
+85 STR.
37 +14 STR.
48 +65 STR 39 3
MANHOLE E L-4, CATCH BASIN TYPE J-10, +97 SIR. 38 e • +70 STIR.
" W MANHOLE TYPE C 4,
CATCH BASIN TYP J-109
110' OF 21" RCP REQ'D. 46 OF 15 RCP REQ D. � MAN OLE TYPE C-4, � 68' OF 18" RCP EQ°D. � "
112 OF 18 RCP REQ D. 10 OF 12 RCP REQ D.
SECTION 28, T18N, R3E BRENWICK TND +4 11 Strejet Approach Re 'd +62 STIR. 049
CLAY TOWNSHIP COMMUNITIES LLC W 4 33 CATCH BASIN TYPE J-10, +70 STR.
HAMILTON COUNTY
48 F 12 RCP REQ D. MANHOLE TYPE C-4,
SEE SHEET 2 FOR LEGEND 106' OF 15" RCP RE 'D.
ALL R/W DESC0IBED FROM LINE " R—A" EXCEPT AS SHOWN.
915 915 HI H POINT E V = 903. 8 LOW POINT E V = 902. 1 TBM #44
LOW POINT ELEV = 901. 6 HIGH POINT SIA = 54+48.92 LOW POINT STk = 55+97.78 CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
LON POINT STA = 52+28.93 PVI STA = 54+25 PVI STA 56+00 EAST SIDE HOOVER RD. 100' SOUTH OF CLARIDGE
- PVI STA -_52+50 _ PVI ELEV = 903.35 - - -- - -- PVI-ELEV = 902.40- - - - - - - - FARM
-I--. _ - ENTRANCEe
150 VC _ 150 VC
BEGI INCID NTAL CONSTRUCTION PVI ELEV = 901.51 ELEVATION — 893.39
K = 4.09 - K _ -34.07 - - �-
910 STA. 50+05 58 "PR A" 100 VC — SEE SHEETS 13 & 14 FOR STORM SEWER PROFILES 91 o
BEGI q CONSTRUCTION
STA. 53+50.00 - - -- -
PRO ILE GRAD
905 905
-- - - - ---- -- - --- -- - -- - -- - - --- - - - --- - - --054q
. - --- - --
- --L -- -- - - - - - -- --- -._ - -- -
_0 3%
EXIST. ROAD GRADE
900 900
EXIST. GROUND ® LIE "PR-A"
895 895
N
00 O r- 1- th c0 O L[7 O 317 O el' O r 7 N O CO O N O O O tD O Q" 317 � OO LO er O M - 0 N c0 r" 317 O
ti' M N O O� OfJ 1� cG c0 OO O M I!7 I� � O � O � O 00O rnO . 00 � c0 � cG OcD CD m ^ . 00 NO � r NN a' � � Osa
cV N CV CV r CV CV �- CV O N O T O � O Q1 CR O O cR O O O O r- �— N N N N M tY7 U-) Ln LO U-3 4 it' P7 17
CV N cV CV cV t M r M 1�7 CV N CV CV N GV N CV CV M M
O O 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 O O O O O U O O O O O p O p O ® O
00 00 00 00 00 � O OO 00 t� 0 � O 00) 00 OQ) OHO OHO � O) 00 00 00 00� � O 00 00 O (T OHO m0 OHO OC3 00 OO OHO � O O � 00 O
50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50
�ioi� HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison \,,o��°�c��4?HER �o,,,,, RECOMMENDED /� B �e 1" = 30'
8901 Otis Avenue v��` G�STER�O•G6,% FOR APPROVAL ,T !y
_ ' VERTICAL SCALE DESIGNATION
Indianapolis, Indiana N0. DESI N E14611INEM DATE 1 = 3'
46216-1037 PEI 9700209 �,
1-866-973-7100 STATE OF 4+� SURVEY BOOK SHEETS
• .�'• DESIGNED: MLL DRAWN: BAB TOViINE ROAD IMPR010EMENTS
317-826-7100 '� ''�ND�AN�°����\� 10 of 44
JJ+
// �H1Ai`�������\\\\ CHECKED: CLR CHECKED: CJO PLAN & PROFILE ® IJNE *Pik®A0 CONTRACT PROJECT
59+00 60+00 61 +00 62+00 63+00 64+00 sTR. 19 STR. 20 65+00 66+00
SEE SHEET NO �� I I � S + 67+00
EE SHEET NO. 14 00 STR. 29
+80 STR. 18 I I I I MANHOLE C-4,
STR. 36 MANHOLE TYPE C-4, W +38 STR. 33 62' OF 12" RCP REQ'D.
BY OTHERS 99 OF 21 RCP REQ'D. CATCH BASIN TYPE B-15, +00 STR. 45 SECTION 29, T18N, R3E IL
+85 STR, 12 OF 12 RCP REQ'D. CLAY TOWNSHIP +25 STIR, i 67
17 �� CATCH BASIN TYPE J-10
MANHOLE TYPE C-4, m 10' OF 12" RCP REQ'D. ' +00 STR. 30 HAMILTON COUNTY MANHOLE TYPE C-4,
+96 STR. 27 MANHOLE TYPE C-4, �. y
115' OF 24" RCP REQ'D. MANHOLE TYPE C-4, +38 STR. " 130 OF 12 RCP REQ'D.
/ 28 100 OF 12 RCP REQ D.
+85 STR, 26 / I T� 218' OF 18" RCP REQ'D. MANHOLE TYPE C-4,
42' OF 15" RCP REQ'D. +00 STR 31 BRENWICK TND +25 STR. 68
CATCH BASIN TYPE J- i 1 +96 STR. j832 COMMUNITIES LLC CATCH BASIN TYPE J-10 MOD.
10' OF 12" RCP R CATCH BASIN TYPE J-10, '
\ CATCH BASIN TYPE J-10, PT STA: 62+95.08 10' OF 12" RCP REQ'D.
°H " _ ° ❑" ❑" ❑H ' OF 12" RCP REQ'D. 36.00 LT 10' OF 12" RCP REQ'D. APP. EXIST. 68.5' R/W
pb — - n" ❑H ❑H ❑H
/ — — _. — -- — — —❑H ❑H— — ❑" — — ❑H ❑H ❑H - °H _
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+ N 16 15 w
K �
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— REMOV�p — — — — — — —
APP. EXIST. 71.5' R/W •� R1 ' APP. EXIST. 71.5' R/W
- - - - - -
+89STR. 54
CATCH BASIN TYPE J-1 _ 68.50 RT •
16' OF 12" RCP REQ'D. w 68.50 RT CATCH BASIN TYPE J-10 MOD.
+go STR- M41
MANHOLE TYPE - +00 STR. _ ��� — — — `�'
C 4, 55 —
+41 STR. 6 +00 STR. 5 y I� 87.87 --
120' OF 15" RCP REQ'D. CATCH BASIN TYPE J-10, CATCH BA IN TYPE 6-15, 00 STR. 57 CATCH BASIN J-10,
EQN: I I 10' OF 12" RCP REQ'D. ATCH BASIN TYPE J-10, E 1
10 OF 12 RCP REQ'D. " 10' OF 12" RCP REQ'D.
P.O.T. STA. 60+36.17 "PR—A" _ 1 OF 12 RCP REQ'D.
; I +1�i Str t A roach Ree 'd
+00 STR. 42 +41 STR. 3 +00 STR. 58 W = 34'
P.O.T. STA. 06+42.27 "B" � MANHOLE TYPE C-
MANHOLE TYPE C-4 MANHOLE TYPE 4
EQN: 310' OF 15" RCP REQ'D. CONTRACTOR 41' OF 12" +00 STR. 44 100' F "
A TOR TO FE RCP EQ D. MANHOLE TYPE - 0 12 RCP EQ D.
VERIFY LOCA110 E C 4,
59' OF 12" RCP REQ'D. 1 I
P.O.T. STA. 06+60.04 "B" SEE SHEET 19 AND CON TRUC110N LAYOUT SECTION 28, T1 8N, R3E BRENWICK TND r'
FOR ROUNDABOUT DETAILS CLAY TOWNSHIP COMMUNITIES LLC I
II I
HAMILTON COUNTY S E SHEET I FO LE
END
A R,/W DE CRI ED ROM LINE '°PR- EXCEPT AS SHOO.
- - - - -- L W POINT E V = 904. 5
915 - - - - - - -- - - --- __ -
L W POINT S = 62+39 51 H GH POINT TA 65+ 0 - - - - - - - --
- PM STA 62+25 P\4 qTA
+ EE LINE "C" + - PM ELEV = 904.10 - PVI ELEV = 905.20
- - _ - _ _ _ - _ - _ - _ 120 VC _ - - - -
SHEET 14
- - - 120 VC -
- _ K = 13.72 - - - K-_- 50.00 - -_ - - -
LO
r � --
910 __ °• + ° - - - - - - __ - - - -
--
- -- - -
- -
�'' �n +
J -- -- " - u- - - - - - - - - - 910
- -- -
-
-
CL -
.... ..
-
-
°- PRO ILE GRADE
- - - - - - -
-_ - - - _ -
- EXIST. __ . - - - - -- - -_- --_ --- - - --- ---- -- - - -- ---- -----
-
RO GRADE -_-_ - -
. o
-- - - - -_ 0 05
-
-
- -
EXIST GROUND LINE PRA --- -
--- - 00
C7'i9 d . 1700 - O N N r CD M
- - -
O 0 0 O O '� O O `� O CV ui CV � cV cV ^ � .-- '- CN O N O � .-- O O O -
O Chas Orn rn0 rn0 OO rno n0 OO O � O � p � � �h pd: N CV CVN CVM '� cv � � cOp Cop � O OO O � co
O O O O O O 0 0 0 0 rn O O O O `t et N CSI O O O O �f- 00 O O O
CA rn rn rn Cn 0 (m O O O O O `a• O •c- .� CV � CV C-4 r rj O O p rn o O 0 0 O ® O
O O O rn Orn rn0 rn0 rno CD 00 O � o � CD `:) LO � L6 M M rte$ rn °O � � rncCi rna[9 ai tT � 00
CA CA O O O rn O O O O O 0 0 O O t[') M 4 In rrj �j s, r7
O O O O O O O O O O CT O O O O O c O O CN
O
GJ tT e79 O O ®s py O Cn 00 O
8+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66-i�00
66+50 67+00 67+50
i�i HORIZONTAL SCALE
Historic Fort Harrison o°� GOPHER °',,, BRIDGE FILE
AWlt'.�OST R✓OG'% RECOMMENDED B 1" = 30'
8901 Otis Avenue �. a e.c° FOR APPROVAL_ ' ��
Indianapolis, Indiana = N0. DE GN ENGI ER q VERTICAL SCALE DESIGNATION
46216-1037 =� `�= 1 - 3,
o PEI9700209 �,_
• 1-866-973-7100 - sr,►re of �,
^'' DESIGNED: MLL DRAWN: BAB TOWNE ROAD IMPROVEMENTS SURVEY BOOK SHEETS
317-826-7100 ��ff;/'�'D�AN*w\?
V 11 of 44
`������� CHECKED: CLR CHECKED: CJO � � CONTRACT PLAN & PROFILE — LINE PR—A PROJECT
68+00 69+00 70+00 71 +00 72+00 73+00 74+00 1 75+00 76+00
+75 STIR. 1864 I i SECTION 29, T18N, R3E I
MANHOLE TYPE K-4, +69 STR. I CLAY TOWNSHIP
101 OF 24 x 38 71 +95 Street A roac Red HAMILTON COUNTY
+97 ST CATCH BASIN TYPE J-10, W = 45'STIR. ELLIPTICAL RCP REQ'D. 51' OF 12" RCP REM). BRENWICK TND II �
MANHOLE TYPE C-4,
78' OF 12" RCP REQ'D. +75 STIR. 75 W +20 STR. 70 COMMUNITIES LLC
❑H ❑H
CATCH BASIN TYPE J-1 D MOD. +75 STR. 63 � ATCH BASIN TYPE J-10,
XI
+55 STR. 6 +97 STIR. 77 10' OF 12" RCP REQ'D. MANHOLE TYPE K- , 3 ' OF 15" RCP REQ'D.
MANHOLE TYPE C-4, CATCH BASIN TYPE B-15 0 ., 160 OF 29 x 4 F
42' OF 12" RCP REQ'D. 10' OF 12" RCP REQ'D. Ste• 74 ELLIPTICAL RC REQ'D. c i ( ( +\35 STR. 2 +15 STR. 61 !�
STR. 76 BY OTHERS � 1 MA OLE TYPE L-4, MANHOLE TYPE L-4, ,
+55 STR. 79 BY OTHERS +75 STR. 73 / = 180' � 36" RCP REQ'D. 110 OF 36 RCP REQ'D.D. +30 STIR. 94
CATCH BASIN TYPE J-10 OD /
10' OF 12" RCP REQ'D. CATCH BASIN TYPE J-10 / R4�' - ❑H ❑H ❑H ❑H CATCH P�4SIN TYPE 07, ❑H ❑H
19 OF 12 RCP REQ'D. ❑H — ❑H 26 OF 12 RCP REQ D. EQN; �H <
❑H c�.
❑ ❑H ❑H ❑H H ❑r — ❑H ❑H — ❑H =76.CO'- - - - - - � — - - - - - - -- - - - - P.O.T. STA. 76+24.83 "PRA,"o
❑H — — — — — — 87.87 LT — — — — 3 LT APP. EXIST. 78.5 R/W 1
APP. EXIST. 68.5' R/W P.O,T. STA. 76 -24.83 "A", 16.50' LT. a,y x
D c K o D END CONSTRUCTION
\ G STA. 72+85.00 "PR—A" END INCIDENTAL CONSTRUCTION e
- --- — 6 N J 6 STA. 76+16.51 PR—A
Lri
-I- 00 1
®' N 16 15 + N 4' � � a�
15 0 `� K j Kl �' L?
_ + 4' K1 + r` +CN �_7
+ N00'11'59"W N 26 ��
IJNE PR-A 4'
NUQJ 4i2 '59
Y
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Cn
w LINE "A" K 15 N TOWNE ROAD APP. SEC. LINE K1
a.u�. .,.._:: .-.;.� ., s .__..._....vu.. .� . .: . .... ,d..� .r_ . �...�... .. .:.. .: _.. . .,, .,. . .r ._. ..,._. .. . _ ,. . , , .. _ .,. _. _... ., .. ._ . , _
/��,�/ ti ���NI�U" /W��✓� / �'�w�
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oao
+SO STR. 95 CD v
APP. EXIST. 81.5' R W CURB (TYP.) CATCH BASIN, TYPE -7, °
APP. EXIST. R/W. — — — 10 TRANSITIONAL
— — — — — — — / 44 OF 12 RCP RECD. ° '
_ - .. +15 STR. 81
HORBECK STREET
MANHOLE TYPE L-4, �� o �X
-- � �
78' OF 18" RCP REQ'D.
- - - —1 - - - — — — ` BRENWICK TND
+55 SM. +97 STR. 92 I� +75 STIR. 90 — — ��•. COMMUNITIES H z X
CATCH BASIN TYPE J-10 OD., CATCH BASIN TYPE 15 D.h CATCH BASIN TYPE J-i 0, — \ Fri
5 OF 12 R P REQ'D. 9' OF 12" RCP REQ' . I 10' OF 12" RCP REQ'D. CATCH BASIN TYPE J 10, ��� \�
10 OF 12 RCP REQ'D.
+55 STIR +75 STIR. SECTION 28, T18 \ \ o
MANHOLE TYPE —4, +97 STR. 4 +75 STR. 82— CLAY TOWNSHIP ? \ 'ti
42' OF 12" RCP REQ'D. MANHOLE TYPE C-4,� MANIiOLE TYPE C-4, � MANHOLE TYPE C 4, \ \ I x
78 OF 15 RCP REQ'D. 100 OF 15 RCP REQ'D. " HAMILTON COUNTY \�
340 OF 15 RCP REV I I x
SEE SHEET 2 FOR LEGEND
ALL R/W DESCRIBED FROM LINE 'APR—A'° EXCEPT AS SHOWN.
HI H POINT E EV = 905. 4 LOW INT E V = 904. 3
L W POINT E EV 904.14 HIGH POINT S A = 71+3426 73+10.65 ---- - - _ -
L POINT ST =
915 L = + 915
PVI STA 68+00 PVI ELEV = 905.50 QL-= 904.40
- PVI El FV = 904.00- 120 VC END C NSTRU 110N 90' VC
1.35 VC - K = 03.28 » -
STA. 72+85.01C PR— - - - - - - - -
K = 5.88
- - - K 62.93 - -
910 - 910
END IN IDENTA CONS UCTIO
- STA. 7 +16.51 "PR—A
- - PROFILE GRADE
I
905 905
EXIST. ROAD GRADE ,
EXIST. GROUND LINE "PR A"
900 �-jr - — — 900
a
00 0 O � O � CD N O N O M O � CT S 00 V) IS O CA S Cam ^ t`� 00 I-- p t\ M � M 00 to O n O In tf) ^ cam tf) M d- � 00 � I� � I� � 00 ^ O p d' U-) � O O +�
N ,- r N r7 d to to I� 00 O N ro � CN r- CT r- cD � i17 ca 1- 00 O
r7 PO r•j d: rM d: r7 r7 d: CV CV , - N Cpl r7 Ui n Ui r7 Ui rM . n r ) Ui n W5 d 4 d . d 4 d � ro 4 rM 4 r7 4 r7 4 d � � v � � � u•i
C> O p O p O p O p O ® O p O p O p O p O p O p O p O O O p O p O O O p O p O p O p O p O p O p O p O p O p O p O O O O O O O O
rn rna, rnrn rna, rnrn rnrn rnCn rnrn rnrn rnrn rnrn a) Cn m M rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rn m rn rn rn rn rn rn
67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00
\\\� �i�i HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison ,.`°�S��pNER ✓. ��'o RECOMMENDED " = 30'
`\�. %STC O�°% ,� BRE�CK ' INC.C VERTICAL SCALE DESIGNATION
8901 Otis Avenue `G`�`,��o Rfo CG'% FOR APPROVAL
Indianapolis, Indiana N0. DE GN EN ER DATE 1" = 3
46216-1037 PEI 9700209
1-866-973-7100 °`•. STATE of :°� DESIGNED: MLL DRAWN: BAB TOWNE ROAD IMPROVEMENTS SURVEY BOOK SHEETS
317-826-7100 %,,,��J'f+'�1'�!A�' G\��`` 12 of 44
�J PLAN do PROFILE ® LINE '*PR—Am CONTRACT PROJECT°11,11,1' r"�A��,,, ,,``�``�� CHECKED: CLR CHECKED: CJO
1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
I I i
I I
I � °
EQN: w
i +91 STR. #1320 P.O.T. STA. 06+42.27 "B" = z
I SECTION 29, T18N, R3E CATCH BASIN C-15, , P.O.T. STA. 60+36.17 "PR—A" = r BRENWICK TND
I CLAY TOWNSHIP 52 OF 18 RCP REQ'D.
HAMILTON COUNTY COMMUNITIES LLC
+8o STR. 21 W"
CATCH BASIN B-15, =F END CONSTRUC ON
11 OF 15 RCP REQ'D. , ( " "
STA. 09+45.05 B
PT STA: 9+45.05
BEGIN CONSTRUCTION ' o —_ — -__- -- -- _ - _26.50�LT
BRENWICK TND APP EXIST. R/W
COMMUNITIES H C STA. 04+68.45 "B"
APP. EXIST. R/W� 15 16 % \� - --PT-7ST',__9+4Z441-
-- --- - -- 55 11.50' LT
GLEBE STREET K ' - --- - - -- --- _-
- — -- K .
N89'48'01"E 6 -
LINE "B*---*"' � N89°51'51"E
-- - _ - - - - - - - - - - - - - ---- \ 16 LINE SOB
16 4 GLEBE STREET
- -- -- LINE "C"
15 Ca - -
PC STA: 3+46.34 FOR ROUNDABOUT DETAILS ' APP, EXIST. R/W
29.50' RT. \ 3 ,' - - -- -- - - - - - — - - - --
PC STA: 3+84.13 APP. EXIST. R/W �- - - - -
z'Ei
\ �
11.50' RT +80 STR. 7 �
CATCH BASIN B-15, \
12' OF 12" RCP REQ'D.
h SECTION 28, T18N, R3E
EQN:
CLAY TOWNSHIP
F (t
P.O.T. STA. 06+60.04 HAMILTON COUNTY
I +92 STIR. 919 P.O.T. STA. 60+36.14 "A"
MANHOLE C-15, a
I 82' OF 21" RCP REQ'D. I
I s I P.I. STA. 06+43.77 6
° I A = 00 03 50 RT.
NO CURVE RUN SEE SHEET 2 FOR LEGEND
4'!
I ? I ALL R/W ESCRIBED FROM ONE "B'° EXCEPT AS SHOWN.
LOW POINT ELEV = 03.70 915
915 -- -
LOW POINT STA = 4--91.36
PVI STA = 5+08. 5 SEE CONSTRUCTION DETAILS - LIE C -
- PVI E IV-- 903. _---- - --- _- -_ - --- - - _- _ - - -
°• 80' VC "' SEE LINE "C" PROFILE
- �- - . --- --- - - - - -_---------- --- - -- - - -- - -_ -
� K = 25.06 ----
Q ^ M M ^ N - -.-
O
910 ~ � � � p'-fNI
,� N - - - - 910 OL
- - - - --- - - -- - -- -- -- - - _ - -- -- - -- BEGIN CONSTRUCTION SHOWN -5'-ABOVE-- +- °' N o END C N S TI ON
STA 4+68 4 B DA M EL. W 4 " "
Q
J
_ - - --W �� - -- STA. _G 45.0 -G ---
2.07 -
-11 OF � W s � c; U,
- - -- - - -- - - - -- - - - - - - -- - --- ---- -- - - --- ------ _ - -5 - --
_'
STR. #820 P OF]LE GRA E
905
TR. #821 2• 1.85 EXIST. RO D GRADE 905
}
-_ - -- -- - - -- - m - 12' OF ---- - - - - --- - - - -- - - - - -.
RCP -- - I - -- -- - _
- -
EXIST TOWNE ROAD
RCP ® 0. %
900 - - -- - --- -- 900
N tv7 O N O I� 00 c0 M O 1� N M O N O O C0 O O ! O 0 p p m p N
I to N O 00 ^ LL7 �t Cv O O ^ co LO c0 ,,� � .-- d' O N � d � N 00 O 00 ^ O ^ . M r- ,,� 4 C" N 00 N sF n O PA 00 C9 l�9 ISM 67
I� cD 25 CD CD O CD tt7 LCD Ln d' �t d' M r7 Prj trj d' et LL's LL)
CD C0 U� LCD U-) LCD d' .� _h Ui d' �t t� 1� r7 K7 d 4 � •d 1 7 N � N � N ' CIG
0 0 CT O 0 0 m O O Q� O 0 0 0 C" CA p� CT m CA O 0 0 O CT O O CT 0 0 O Q) 0 0 Q� O O Cn O O C" O O O 01
O O G O O O O O O p O O O O O O O O O O O O O O O O p p p p '7 p O p N C-4 N
O O O O O O O O O O n O O O O O O O O O O O O O O O p� O O O O O 0 0 O O O O C� O O O O
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00
HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison ,.��°`�S��QHER ✓, p'''o RECOMMENDED 1" i 30'
.�Q: o�srE,4 C FOR APPROVAL �� ' �� VERTICAL SCALE DESIGNATION
8901 Otis Avenue V::�� Fa.G'
Indianapolis, Indiana N0. D N EN ER DA 1 = 3'
46216-1037 Z'- PE19700209 °,
1-866-973-7100 °'•. s*"'E of :'�\ DESIGNED: MLL DRAWN: BAB ®INNE R®AD IN�PR®1/EMENTS SURVEY BOOK SHEETS
317-826-7100 13 ®f 44
CHECKED:- CLR CHECKED: CJO PLAN & PROFILE ® LINE "B" CONTRACT PROJECT
59+00 60+00 61 +00 62+00 63+00
14' 15' SECTION 29, T18N, R3E
CLAY TOWNSHIP
HAMILTON COUNTY +
16 Cn
C W C
0�yy° 15
EQN: 15 L c�
P.O.T. STA. 5+93.77 LINE "B"=
P.O.T. STA. 21+57.14 LINE "C" EQN:
EQN: 26 N0 P.O.T. STA. 60+86.15 LINE "PR-A"=
P.O.T. STA. 59+86.19 LINE "PR-A"= D
P.O.T. STA. 22+34.17 LINE "C» P.O.T. STA. 20+80.10 LINE "C"
26 m +33.44 "A"
925 - - 925 D o = 15 K 26 50.0' RT
- b o
' K r �
26 C OO LINE "C" C 15 26
16 A
- 15 26 Val
L 9 16
pO3 L 4-
920 26 15 p0 15
LINE "PR-A" - -- LINE "PR-A"
b _.. ...,,. ...z..._
_ TOWNE ROAD K 17 5 l�p3 pp
HIGH POINT E EV - 905. = TOWNE ROAD 15
LOW P01 T ELEV 04.96
HIGH POINT STA = 20+94,42 _ v
LOW POIN STA = 22 84. -
K .,
PM STA 20+75 PVI SIA = 23+03.84 -
915 = 915 26 15 C C 26
• PVI E EV = 904.137
85' -VC - - 85' VC 26
K 77.66 K = 77.80 K 23
...-.. _. ..
+34.89 A 15 26 15 D
50.0' RT D
- - 16
910 — 910 �� 16
26 L
- - EQN:
15 W P.O.T. STA. 6+93.77 LINE "B"=
PRO ILE GRAD (n P.O.T. STA. 20+00.00 LINE "C"
Uj
C 15' c� C
0 p� -0.30 m 15'
905 + .8 q z SECTION 28, T18N, R3E NOTE: SEE SHEET 2 FOR LEGEND.
15 CLAY TOWNSHIP +
/ HAMILTON COUNTY
EXIST. GRADE C)
900 900
895 — 895
890 — 890
a0N O � � M r- � O � CV O � M n � O � � O 00 � � I— r 00 00 "
O NO � � � M N .- O C1 m O
Oifj CO � NO C j O 25 �O LO p Ui MO C5 CD tf) p t 7 � 4 CD �[]
O O O O O O O O O O 0 0 O O O O
Q') O rnC" 00 � O CTO CAO O 00 mm O OC) 00 O 0C"
20+00 20+50 21+00 21+50 22+00 22+50 23+00
LINE "C" PROFILE
� HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison ��� �,P DF /,� RECOMMENDED
8901 Otis Avenue ����'�0-�I�% re" FOR APPROVAL /�/1)6 �� ' INC.�° VERTICAL SCALE DESIGNATION
Indianapolis, Indiana = No. `n = ESIGN ENGINEER DA 1" = 3
46216-1037 = 10100226 cc =
STATE OF 4j; SURVEY BOOK SHEETS
191mblakm9lik dab, 1-866-973-7100 ��` �roaaNP 11" DESIGNED: MLL DRAWN: BAB TOWNE ROAD IMPROVEMENTS 14 of 44
317-826-7100 �i 'pNgL E\G\\ CHECKED: CHECKED:
ACD MLL PLAN PROFILE ® LINE "C" CONTRACT PROJECT
11111
915
-
r7 -
910 CL,CO �� ��� INS - - � - o o(D
-r")CD 00r j 00 ��oo� (0��
- - � Cmrn C6(m
00 rn�n`t o �"'°Qrn
- - -- o0 of
Sao ao II _ _M -m a_ i � � U-)
CO - 10
�► o� 9
C) cm(m00 OOo00
rn - -_ - - -mot rn li
- - - - O� II II II H- 00000 - -
- 0o ao ao II oo II ao
Z�Z Zp - C=;
11 11 f- _+_ LI li F- O� II II �ZZ
m CD —-
- - - - -
- - cncn? ZZ »> �¢ » IYI¢->'»_ c�ZZ
_ ZZZ cnCj ZZ cncnzZZ
905 - -- - - -
- 905
- - EX ST. ROAD RADE
EXI T. GROUN ® LINE "P -A"
900
PROFILE GRADE
68' -- 900
1 2' 0.40% 18" CP 0.40% 106' ® 0.40% 15" CID 120' - @ 0.+- -- - 1-" RCP I _
1 " RCP -
- - - - 8j5
0 0 ° °• oo rn o
0 0 rn o rn
�' m m rn °' rn rn rn cq 116 o o� o `n CN 00
Sri Sri �r a' `f CN CN
°' rn rn m cn cn rn (n 0 o ctii
53+50 54+00 1 1 m
54+50 55+00 55+50
56+00 56+50 57+00 57+50 58+00
58+50 59+00
SEE SHEETS 10-12 FOR STORM SEXIER PLAN INFORMATION
915 -
-- 915
N 00
-- - - -
- - I-= co 00 00 n 00 .O 00 LO
- - - - - X00000 00t� X00000 D!�O
^rnNaoi °• - - - - ,-
o ^ O r•7 r-1 p- n n
- - -
N -mO� r*7 O�
O
II II _
• -F- II II �� ��
�m
cD 11 O C ao oo -O L =C)
N -
910
--- - -
PROFILE RADE Z`°zZO zMZ��-
- - - —o 0
cnc,,zzz » -- - ►a—>» - ����
cncn :z m: cncn?zz -
-- - - -cn cn Z
EXIST ROAD GR DE
905 - -
- -- -- _ -
EXIST. ROUND ® INE APR-A ---- -
900 - -
10' 0 15" RCP 0.4 % ® 0.4 - - 100' - -- _®-0. L-R
40 --ICP-- - - -12 P R" --- - -
12
_ - 900
895 _ - - - - -
- 895
1 T
O O p O� cV N N co c0
m m m CD � CD O O O N N N CV N c0
O) O� M CD CD O O nj N N O O
59+00 59+50 60+00 60+50 61+00
61+50 62+00 62+50 63+00 63+50
64+00 64+50
Historic Fort Harrison 70 �HER✓, �''�,,,� RECOMMENDED HORIZONTAL SCALE 8901 Otis Avenue T BRIDGE FILE
sR�''' Cc% FOR APPROVAL f' 1 30�m Indianapolis, Indiana O. __ �46216-1037 �= IGN EN EER VERTICAL SCALE DESIGNATION
00209 �, 1 3 1-866-973-7100 E OF :'2�\ DESIGNED: MLL 317-826-7100 ..... �� DRAWN: BAB T®yVNE R�A�D 1�1PR(� SCR ' ®OOK SHEETS
�,,,,�,,, VEM EN TS CHECKED: CLR CHECKED: MLL STORM SEWER PROFS ,5 6f 44
° �l�iE "PR°�� RT. CONTRACT PROJECT
91 -1
915
Lr
cDr7 cc U)N� 0000 Cm -
00 Of 000000 a0000oo �°ODOO
of r-�� °110C) �oNOo
Oo ��oo 0000, r7 0000M
910
910 - 4-o 00 Lrnrn 00 "rnrn �� oo^
PROFILE GRADE OO+� zCzz °z zzo zcflzzo
V)V) v, zzz N�---
EXIST. ROAE GRADE N V);z
905 - - 905
EXI T. GROUND 0 LINE " R-A"
2'
80' @ 0.50% 12" RCP ® 1.30% 78' ® 0.30% 15" AP 100 ® 0.40 15" RCP
900 -- - - RCR-- - 900
895
-� r` rn rn rn rn rn rn rn Oo OR 0 0 0 0 0 o rn
f rrj r7 r7 rr) r7 r� N N N N N N M r7 M r7 M r7 N
O O O O O O O O O O O O O O O O O O O
O 0') O O O O m O (n Q m O O O I M 0) � M
64-,�50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50
SEE SHEETS 10-12 FOR STORM SEINER PLAN INFORMATION
915 915
N
Pr)co 00
COCO 00
- - -
- -
CO- r� - - - -- - - ---- - r— r—00
0! M o0
r� cD cD -
O
r` � O O
N� 00 000 �
°O 00 Oo r)r- CO 910
��' orn ii 10-00 11 910 0 - ii ii
+ nom
Za - - - -_- -Z�
c z z o -
N z z z PROFILE GRADE c ,¢~i >:
Cn cn -
_
EXIST. ROAD GRADE
905 -- 905
EXIST. GROUND 0 LINE "PR-A"_/
00
® 0.40
15" RCP ® 0.40%
18" RCP
895 895
Oo r` rn co r` r` r` r` Oo rn o Un cn Ln Oo 0
cV CV C4 r7 rrj rri raj rrj rrj r7 -4- � � '� 'd" r7 r7 r7 M
O O O O O O O O O O O O O O O O O O O O
O Q1 O I O O O O 'm 'm O m O) M M O O O O
69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50
\\\�OPHERIIrrrr HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison ���``°�S ✓. °j''% RECOMMENDED " = 30
8901 Otis Avenue vO�STERf;�Gr FOR APPROVAL I Oa ' INC.�
VERTICAL SCALE DESIGNATION
Indianapolis, Indiana N0. '__ D I N 6GM& DATE
46216-1037 PE19700209 °�
o: STATE OF �� TOME ROAD IMPROVEMENTS SURVEY BOOK 16 SHEETS 44
1-866-973-7100 .� �; DESIGNED: MLL DRAWN: BAB
317-826-7100 %,, cf'r; �'Or �\\�. 9i � CONTRACT PROJECT
CHECKED: CLR CHECKED: MLL STORM SEWER PROFILE — UNE PR—A RT.
I i
I
915 ---- — — 915
I �
NM 00
CV I O ~
M Imo" CO� J 0000 -- - - --
F--pppp �f• 00 �M� N00 J�� � CONc6
_ 00
910 -- o r, "' —1 N - � 00 O — �, �� r- ao(m 910
co co N o0 h o0 0O 00 00 11
�cocorn I - - r--00 co oNr� � � � Co rnrn
N o rn co Wit- ono � 0o rn - - o a0 0o I I o a+o-11 -I I 11-F—-
C1I o0 L 00 00 I I .rn st _m rn 00 .--L cn 00 + 11 I I Z Z Z 00 - -
0 00
- ~OO - - O - II LI -- 00 U-) II 00 00 � II � + II II II Z�ZZ = - Q
Z�Z Z -� 11 I I I i t F— O co F— -- O » >-
- - �j �¢ Z Z p Z ZZ�O Z� ZO - Qf F¢—>> >- cncrP Z? Z--- --- -
00 (l c jzzz I��> �' »> �� » cncnZZ
00 oN0 if- - - - Cn(n? Z � z Z-Z cn cn Z Z
0 ---
905 �'" o - 905
- ->
EXIST. ROAD GRADE--/-- - - - - - -
!F 7EXIST. GROUND ® LINE "PR-A"
PROFILE GRADE
900 --- - -- 65 - --- 47' - ----- 68, - 900
0:4 115' - -C� 0.41 0 - - -2-0-"--RCP -2 0.41% 105' 00.40% 24" CP
- - - 138'- @ 0 60%
30" RCP JL@ 0% - - -
- - - - - - 30»-RC 24" RCP
2 " RCP - - - -- - -- ---- -
895 895
O� O O o 00 Cn o Lq CT O 00 d le �-
O — - N N N N M M X) L0 ..0- 14- M M N C.N
O O O O O O O O O O O O o O O O O O O O O O
M C7� C7i
53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00
SEE. SHEETS 10-12 FOR STORM SEWER PLAN INFORMATION
915
CV ^ CT O _I
00 00
F__: 0000 OOH 000 O �O� 000 JOMO�
Co N d- J 00 00 0O J LO J 00 00 �00
�� 0000 I d- oo � ��t0 0�-00 � oMO� m {I
910 - 910
om II 00oMOrn II o0o II C5-4-
II
z�nzz + u n + u n on II n zcozo
cDZZO ON O ZCOZZ = -
-- — >>
V)co >z_>z_ PROFILE RADE ° z z ° o
- - - - - - - - - - - - - - - - - -- - -- - - >> > - ¢ >
C„ Z Z Z C,, Z Z V) U, z z z
EXIST ROAD GRADE
905 905
ri
- - -
EXIST. GROUND ® LINE "PR-A
_ __ - -- - - - _ - _ —100' -__ _ ®-0,4D -- ____-12 -- - --_ - - - - - ---------- --
900 ® 0.4 % 18" RCP ® 0.40 - -0 0.3 0
99 15" RC ___900
895 895
O N o co Co
O O O O O O o O ON o O O N � CO � o 0
rn rn m m rn Cn rn m Cm m rn rn rn Cr O O O O O
� rn rn O� rn rn
59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50
HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison o``° \S��Q R ✓ '''% RECOMMENDED 1" - 30'
8901 Otis Avenue
��� ��STEjP�;�C�% FOR APPROVAL B CK P INC* VERTICAL SCALE DESIGNA11ON
Indianapolis, Indiana _ N0. _ D SIGN ENQN9h DATE 1" = 3
46216-1037 PE 19700209 _
• 1-866-973-7100 .. STATE OF DESIGNED: MLL DRAWN: BAB T®WNE ROAD IMPROVEMENTS SURVEY BOOK SHEETS
�`' N� 17 of 44
317-826-7100 % J' ��.�'•• V o` >ra® ,p>� CONTRACT PROJECT�HIAI`��� CHECKED: CLR CHECKED: MLL STORM SEWER PROFILE ® UNE 9-R—A LTB
915 - - ---1- - 915
CDC
CO Q0
r�rn Cor�00 ��0r
N� 100 00 1 00 00 M J OO Op Co
� _O-- �� -
000 rn to Cl �i .000
910 - I I 00 I o '0 0 I I oo r-
I 910
zcoz�p o^ u 600 o
cPROFILE GRADE zII zII z n
- - u'�Z? - - �>> ->>> - - --- - zzz - -- -
cnCn?? Cn zzz NN---
EXIST. ROAC GRADE-
905 905
EXIST. GROUND ® LINE " R-A" 2
_ - - 130' -
12 RCP
0.38 .30% 78' @ D.30% 12" RCP 101' @ 0.34
12" RCP
900 -- - --- 900
- I
895 --895
d- r` rn rn O � rn rn rn rn 00 00 O o O O CD C ) rn
P7 M P� P7 N N N N Cpl CSI P7 P7 P7 P7 vi PM C-1
O O O O O O O O O O O O O O O O O O O O
O O O O O O O O O O O O O O rn O O rn O O
64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50
SEE SLEETS 10-12 FOR STORM SEWER PLAN INFORMATION
915 915
N
P7 000
C0 r-00 - 0
-- - -- CO 00-C.0 00 -- - -
Mrn�C7i N0� 00 J000
o 00oo II oM�rn n co rn LO
II � + II II CD N�06
910 - 910
o rn . + II r— o 00
zcozzo > z� . + II
--
z - - - -- - C:)- - -- - - °z -z -
Z Z L PROFILE GRADE .>
V)En z ��
in Nz
EXIST. ROAD GRADE
905 - 905
EXIST. GROUND ® LINE "P -A"
RCP 160 . .. ® 0.34 - -_
29" RCP 180' ® 0.40% 36 RCP
900 0 900
895 --
895
ao r` rn co oo rn o Wn co U? Oo rl 00 0
CV CV N P'7 PM Prj Prj Pr] n n " � Prj n Prj P7 --d-
C) O O O O O O O O O O O O O O O O O O
O O O O O O rn rn O O O O O rn rn rn rn rn O rn
69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50
����o HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison ,,,o��O�c�'�4PHER �o/// RECOMMENDED 1 = 30'
8901 Otis Avenue v.� ;�o�sreR . GG,% FOR APPROVAL B�NMCK ' INC.
o:, J y 1 VERTICAL SCALE DESIGNATION
Indianapolis, Indiana = N0. _ E GN ENGIN DATE 1" = 3'
46216-1037 1;9'-. PE19700209 °�
• 1-866-973-7100 ': STATE OF :;?\ DESIGNED: MLL DRAWN: BAB TOWNE ROAD IMPROVEMENTS SURVEY BOOK SHEETS
Sdiff 317-826-7100 ',�J'J+'�N�IAN' �\,�\ 18 of 44
///������//� tNAl`����\\�``��\\\\\ CHECKED: CLR CHECKED: MLL
STORM SEINER PROFILE �JI�E APR®A� LT. CONTRACT PROJECT
58+00 59+00' STA. 4+68.55 "B"60+00i 61 +00 62+00 63+00
8.20' RT.
STA. 4+68.55 "B"
� �� 14.50' LT.
22 .6.94 RT. "B" I I STA. 4+68.55 "B"
= 29.50' LT.
P.R.C. STA. 4+95.04 "B" m
5.79' RT. 0,
P.R.C. STA. 4+89.83 "B" R
20.10' RT. F 1080' P.C. STA. 5+10.53 "B"
STA. 5+39.24 "B" 14.50' LT.
5.60' LT. P.C. STA. 5+10.53 "B" C l
P.O.C. STA. 5+35.82 "B" w 29.50' LT. +
8.58' RT., ELEV. 904.09 w
P.O.C. STA. 5+37.03 "B"
P.O.C. STA. 5+32.25 "B" V) 17.51' LT., ELEV. 904.12
23.38' RT., ELEV. 903.79
P.T. STA. 5+56.45 "B" w P.O.C. STA. 5+34.28 "B"
15.65' RT., ELEV. 904.53 m 32.27' LT., ELEV. 903.83
" " P.T. STA. 5+48.07 "B"
P.O.C. STA. 5+55.52 B 2
33.46' RT., ELEV. 904.30 0.63' LT., ELEV. 904.34
P.O.C. STA. 21+80.00 P.O.C. STA. 5+58.53 "B"
38.70' RT., ELEV. 904.47 41.37' LT., ELEV. 904.38
P.O.C. STA. 21+90.00
P.O.C. STA. 21+30.00
_ R�?0, R��� 39.70' RT., ELEV. 904.59
33.48' RT., ELEV. 904.54 P.O.C. STA. 21+20.00
P.O.C. STA. 22+00.00 '�� '�S' 35.03' RT., ELEV. 904.77
34.76' RT., ELEV. 904.48 P.O.C. STA. 21+10.00
P.O.C. STA. 2'+10.00 ,Q 36.95' RT., ELEV. 904.70
43.48' RT., ELEV. 904.28 P.O.C. STA. 21+00.00
46.95' RT., ELEV. 904.40
P.O.C. STA. 59+28.31 "PR-A" /� \ P.O.C. STA. 61+46.28 "PR-A"
37.01' LT., ELEV. 903.81 _ STA. 21+68.85 31.19' LT., ELEV. 904.09
P.O.C. STA. 59+31.49 "PR-A"
32.00' RT. STA. 21+40.53
12.70' LT., ELEV. 904.31 ELEV. 904.63 32.00' RT. C"
o ELEV. 904.71 +
W
0 - P.O.C. STA. 61+41.56 "PR-A"
-- Q 3.76' LT., ELEV. 904.65 _ -- --- -
P_C. STA. 59+13.95 "PR-A" �X STA. 20+86.19 P.T. STA. 62+95.0 "PR-A"
36.00' LT. STA. 22+24. UNE "C" 32.00' RT. P.R.C. STA. 61+80.4 "PR-Am 36.00' LT. 8
P.C. STA. 59+16.32 "PR-A" v! 36 ELEV. 904.81 7
12.00' LT. �32.00' RT. � � 29.41' LT. �' P.T. STA. 63+08.36 "PR-A"
ELEV. 904.46 0 U P.R.C. STA. 61+87.62 "PR-A" 12.00' LT.
-- 2.84 LT.
TOWNE ROAD '
� 882
o UNE " R-A"
R50' 882' P.T. STA. 61+56.01 "PR-A" CD
"PR--A"
12.00' RT. UNE "PR-A" TOV►iNE ROAD
P.R.C. STA. 58+84.71 CA -
2.84' RT. Cn
P.C. STA. 57+63.98 "PR-A" o P.R.C. STA. 58+87.40 "PR-A" STA. 22+41.32 vo
-�
P.C. STA. 57+77.26 "PR-A" 12.00' RT. ° 29.92' RT. 32.00' RT. STA. 20+69.25
32.00' RT. `�- P.T. STA. 61+68.30 "PR-A"
36.00' RT. - ELEV. 904.41 ELEV. 904.78 36.00' RT.
STA. 61+40.10 "PR-A"
4.72' RT.
STA. 20+12.02 +
STA. 23+02.60 23-1� 0 00 32.00' RT.
STA. 59+32.42 "PR-A" 32.00' RT. ELEV. 904.43 C)
ELEV. 904.34 P.O.C. STA. 61+41.35 "PR-Am
5.54' LT 12.65' RT., ELEV. 904.65
P.O.C. STA. 59+30.64 "PR-A" N P.O.C. STA. 61+45.41 "PR-A"
3.73' RT., ELEV. 904.30 �'� 38.30' RT., ELEV. 904.11
P.O.C. STA. 59+25.16 "PR-A" -- ���`S' P.O.C. STA. 20+50.00
32.28' RT., ELEV. 903.72 40.59' RT., ELEV. 904.52
P.O.C. STA. 22+60.00
41.65' RT., ELEV. 904.17 R200' P.O.C. STA. 20+40.00
P.O.C. STA. 22+70.00
34.94' RT., ELEV. 904.61
34.83' RT., ELEV. 904.27 P.O.C. STA. 20+30.00
P.O.C. STA. 22+80.00 35.68' RT., ELEV. 904.48
34.76' RT., ELEV. 904.35 P.O.C. STA. 20+20.00
P.O.C. STA. 22+90.00
R115� 43.33' RT., ELEV. 904.25
41.33' RT., ELEV. 904.13
P.O.C. STA. 7+52.95 "B"
� P.O.C. STA. 7+54.30 "B"
30.31' RT., ELEV. 903.71
24.04' LT. ELEV. 903.73
R115' P.O.C. STA. 7+49.43 "B" 00
P.O.C. STA. 7+49.20 "B" w 8.36' LT., ELEV. 904.05 +
13.45 RT., ELEV. 904.06 m
STA. 7+46.47 "B"
1.18' RT. P.R.C. STA. 8+07.25 "B"
P.T. STA. 7+81.67 "B" 18.17' LT.
26.50' RT. ` �
P.R.C. STA. 8+03.12 "B"
P.T. STA. 7+77.06 "B" R1085 I R1100 2.52' LT.
11.50' RT.
STA. 7+81.67 "B"
11.50' RT. J I
HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison ������,P 0. OFD��� RECOMMENDED 20'
8901 Otis Avenue ����' �� FF�� FOR APPROVAL �� 8 INC. VERTICAL SCALE DESIGNATION
Indianapolis, Indiana = No. `n = ESIGN ENGINEER DA
- N A
46216-1037 = -0 10100226 cc
STATE OF ��\ DESIGNED: MLL DRAWN: MLL T®VIPNE ROAD IMPROVEMENTS• 1-800-898-0332 -p SURVEY BOOK SHEETS
317-826-7100 �° �aaANP ���
���ii����aVAL � CHECKED: ACD CHECKED: ACD �' CONTRACT 19 PROJECT
11 11. CONSTRUCTION DETAILS LINE C
58+00 59+00 60+00 61 +00 62+00 63+00
I
POLE I
MOUNTING
BOLTS AND TOP OF
CONC. BASE WITH 1" LAYOUT PER FOUNDATION I
CHAMFER: PROVIDE VERY
MANUFACTURERS ELEVA11ON
NIGH QUALITY SMOOTH FINISH TEMPLATE SHALL BE WITHIN 1"
I '
FINISH GRADE TO COVER EN11RE FOUNDATION ,� ABOVE TOP
® OF CURB
,;.� ELEVATION
#6 AWG GROUND OR AS STA: 5+18.66" B"
W DIRECTED BY 26 RT
_(0 ENGINEER.
0
GROUND ROD a'
PROVIDE #6 VERT. BARS,
PROVIDE #3 TIES AT 3" CONDUIT AS NECESSARY FOR LIGHTING CIRCUIT PLUS
O.C. AT TOP, REMAINDER v ONE CONDUIT AT FOUNDATION CLOSEST TO SERVICE 1
TIES AT 12" O.C. "' • ���PEDESTAL FOR FUTURE IRRIGATION WEATHER STATION
AND CONNECTED TO SERVICE PEDESTAL WITH PULL STRING
30" DIA. FOR AT OWNER'S DIRECTION AND WHERE APPLICABLE. MINIMUM =
POLE TYPE 'A' OF THREE ELBOWS IN FOUNDATION REQUIRED. m
W \
Z \
POLE EASE DETAIL. \
NO SCALE :
I STA: 61+59.65 "PR–A"
\ 35' LT
I �
I \
� - LINE "Co \\
+ \
00 _ - --- - -- - 41 -
X - __ --
00 �
o
O I
LINE "PR–A" TOWNE ROAD I
TOWNE ROAD
\ I
.: STA: 62+22.50 "PR–A"
68' RT
\ 1-00
i •\.
\ •\:
+ 0 . 00 \03 23-j. . ,.
STA: 59+11.72 PR—A \ \
36' RT -
\ s
SUMMARY THIS SHEET LEGEND �_ -- — ---- - __- ---- --_----- ------
CABLE DUCT MARKER: EXACT LOCATION AND ARROW DIRECTION \ — —
3 EACH ® TO BE DETERMINED AFTER CABLE DUCT INSTALLATION / STA: 7+68.06 "B" – –
441 LFT 2" GALVANIZED STEEL CONDUIT 26 LT
764 LFT ° °— 4-1/c NO. 4 COPPER IN PLASTIC DUCT
4 EACH STREET LIGHT ASSEMBLY
i
1 EACH ® TYPE II SERVICE POINT (120/240 VOLTS)
1 EACH ® CONTROLLER CABINET AND FOUNDATION, P1, MODIFIED
327 LFT 2 – 4" PVC CONDUITS m
125 LFT -" PVC CONDUIT
� ill ii
S�pQHER/r,/�dj% HORIZONTAL SCALE BRIDGE FILE
a.srE,p ::aG' FOR APPROVAL J y 1 CK ! INC. VERTICAL SCALE DESIGNATION
V; o•.G'
N0. = SI ENGI DATE (� A
=o PEI 9700209
STATE OF \ SURVEY BOOK SHEETS
DESIGNED: BAB DRAWN: BAB TOWNE ROAD IMPROVEMENTS
20 Of 44
CHECKED: ACD CHECKED:- MLL L9GHlING AND CONDUIT PLAN CONTRACT PROJECT
50+00 51 +00 52+00 53+00 54+00 55+00 56+00 57+00 58+00
SUMMARY LEM
31 LFT 45 24" WHITE SOLID THERMOPLASTIC TRANSVERSE MARKING,
'T SIGN - SEE SIGN SCHEDULE FOR SUMMARY
46
2 EA 37 THERMOPLASTIC PAVEMENT MESSAGr- MARKING "DIRECTIONAL ARROW" 2420 LFT 4" WHITE SOLID THERMOPLASTIC LINE
47
2 EA 37 THERMOPLASTIC PAVEMENT MESSAGE MARKING "ONLY" 1168 LFT 4" YELLOW SOLID THERMOPLASTIC LINE _
7®
4 EA 37® THERMOPLASTIC PAVEMENT MESSAGE MARKING "FISHHOOK ARROW 111 LFT 8" YELLOW SOLID THERMOPLASTIC LINE RIGHT LANE
420 LFT 38 24" WHITE CROSSWALK THERMOPLASTIC TRANSVERSE MARKING 2589 LFT 48 4" WHITE BROKEN THERMOPLASTIC LINE MUST
49 �
92 LFT 38 27" WHITE YIELD LINE THERMOPLASTIC TRANSVERSE MARKING 222 LFT 4" WHITE DOTTED THERMOPLASTIC LINE TURN RIGHT_ \
304 LFT 50 4" YELLOW CROSSHATCH THERMOPLASTIC LINE 300, R3-7R
RIGHT LANE 150' 1N4-2
MUST
M tl_
+ O
TURN RIGHT
+ ° 48
+
45 R3—71?
— - - -
37 37 LO
F--
V)
UNE w
+ 47 47 46 °-
_ -
R3-8 MOD. W3-2A
150' +
150 300'
LEBE SIRE
115 ONE WAY a3
M.P.H.
W2-6 WITH OM4-1
W16-8 AND W13-1 R6-1R
59+00 60+00 61 +00 62+00 63+00 64+00 65+00 66+00 67+00
8 +01.13 300
38
150'
'LEBE STRE �
+72.28 18.59 LT 150'
�i F
21.78 LT 44,4 1 o R1-2 (TYP.) W3-2A
Ca Al v= o� + M oo W2-6 WITH
W4-2
X�j oo X v�h o coo o R3-8 MOD. W16-8 AND W13-1
o 49 co to
46 o + o - -
ao
+ ® 49 z : 376 48 LO
00 memo
c�
46
38 50 6-1R-
C/) R6-1R
cn
LLJ
R68' 38 UNE "PR-A' _ Z
+—
8
378 /L 49
cD
+ 46 �'- a; + +01.20 +
+70.21 ►►► 21.37 RT DECORATIVE STREET LANE ENDS �
18.04 RT
NAME SIGN (TYP.) MERGE 00 250'
3s 3s LEFT
W9-2L
o`��������uiuiiiiuuuii��������i� HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison ,,,,����°�S�OPHER �o,,,,,, RECOMMENDED 1" = 3Q'
8901 Otis Avenue
v.�� p15TE�p�o C�/% FOR APPROVAL CK ! 'C. VERTICAL SCALE DESIGNATION
Indianapolis, Indiana N0. = GN NGINEER DATE N/A
46216-1037 =v PE19700209 Z
• 1-866-973-7100 STATE of :•'?\ DESIGNED: MLL DRAWN: BAB^ . ' SURVEY BOOK SHEETS M A �NPROVEREN1 317-826-7100 21 lof
Now 44
CHECKED: CLR CHECKED: MLL PAVEMENT MARKIWGS AND SIGNS CONTRACT PROJECT
68+00 69+00 70+00 71 +00 72+00 73+00 74+00 75+00 76+00
OM4-1
ONE WAY
R6-1R
CD
1
L -
-j- -
r° 48
46
Cn
LLJ
_z
--� UNE 'PR-A'
t—
Oo
47 47 h
46 0 +
C)
+
0
0
LO o
00 0
+ o
2+00 3+00 4+00 5+00 6+00 7+0(Y'96+ 8+00 9+00
T
1/4'' 200'
YIELD '
ZT E�
,
,
R1-2 (TYP.)
z � `
a � _
- -
-- -- - - - - � UNE B
,
200'
,
,
,
,
► '� DECORATIVE STREET TO�w�_ROAD
►►►►► NAME SIGN (TYP.) W2-6 AND W16-8
TOWNE ROAD
W2-6 AND W16-8
'1
HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison ,,.,°°��S��QHER ✓. �''',,, RECOMMENDED p� 1' = 30'
8901 Otis Avenue v�� O�STERt`OG��% FOR APPROVAL f CK f 0°
!V VERTICAL SCALE DESIGNATION
Indianapolis, Indiana NO. '__ D GN ENGIN M DATE
N/A
46216-1037 =� :PE 19700209
O �Va SURVEY BOOK SHEETS
• 1-866-973-7100 %'FJ;../NDIAM�STATE OF°`�� DESIGNED: MLL DRAWN: BAB TOWNE ROAD IMRRMUENTS 22 of q4 Amlk� 317-826-7100
L„` CHECKED: CLR CHECKED: MLL PAVEMENT MARKINGS AND SIGNS CONTRACT PROJECT
PAVEMENT QUANTITIES AND APPROACH TABLE
HMA MATERIALS W ASPHALT COMPACTED Z
W HMA W o E W -1 f- MATERIAL FOR COMPACTED AGGREGATE z o (0
_ Z Z z o > FOR Q E z E z E z Q o N o `� AGGREGATE FOR FOR 0 vi
DESCRIPTION p o Q p -� GRADE EXCAVATION APPROACHES L- E - w W m v ~
p p w J W O J O _J W U W
LOCATION (APPROACH TYPE 3 w W 3 Q m L? I �-- a; I Q , ) I Q E J - J o_ W �- Y BASE N0. 53 SURFACE Z 3 REMARKS
OR CLASS) -i om � � Q 2 cnrn � ? � � 2 mcv � = E w ~ w ~ � o UQ N0. 73 � W W
L) Ib/yd Ib/yd N cn V) a_ p DEPTH DEPTH v a Of
1 2 CUT FILL
ft ft ft ft % % yd2 yd2 ft ton ton ton ton ton ton ton ton ton ton ton ton yd2 yd2 yd2 ydZ ton ton ton ton yd2 yd2 yd2
55+41.00 Street Approach 33 45 40, 40 - — -- - — – —
66+17.00 Street Approach 34 45 40, 40 -
70+95.00 �
Street Approach 45 45 40, 40 ---
1
Historic Fort Harrison \����� HORIZONTAL SCALE BRIDGE FILE
\S °'''%, RECOMMENDED BRENWICK , Ce N R
V� �gTE t`2P FOR APPROVAL dER°nCAL SCALE DESIGNATION
8901 Otis Avenue � `Z`• o R'• G -�
Indianapolis, Indiana N0. = D I N ENM ATE
46216-1037 'PE19700209
C== N
1-866-973-7100 -o ` sr�rE of :�'; T®VV�IE READ IMRRQI�EEMENTS SURVEY BOOK
SHEETS
� DESIGNED: MLL DRAWN: BAB
317-826-7100 �J+r,•�N�I ? 23 of 44
SON Al
"701IT111mm1IM10J°°��� CHECKED: CLR CHECKED: CLR DATA TABLES CONTRACT PROJECT
B
A
w w
A A m m
° STRUCTURE
�- DATA
"�I 'k�WATER
LOCATION FLOW LINE w F-
LLJ _j z
WATER w MANHOLE, INLET, I=- w J p p J w Z O
6" 2'-6" 6" ° w a o > O F- w a w _ c�
A U m SIZE CATCH BASIN, OR z O UP DOWN RIM Y = 0 U w Q w U Z N
F- w v REMARKS
A co co ° STATION OFFSET w SPECIALTY STREAM STREAM va w w m w F zo 0
ca N N F- z STRUCTURE > m U F-
� d Q
6" 2' 6" 6" 6" 3'-10" If ft ELEV. ELEV. ELEV. yd' ton EA.
B
A
847 4+80.00 B 22.4 RT 12 CATCH BASIN, TYPE B-15 12 899.89 899.84 903.45 819
00
PLAN 848 55+13.53 99.7 RT 15 CATCH BASIN, TYPE J-10 46 899.05 898.86 901.80 837
SEC"nON A-A 849 55+61.53 99.8 RT 12 CATCH BASIN, TYPE J-10 48 899.24 899.05 901.80 848
SECTION B-B
CATCHBASIN TYPE C 850 55+00.00 40.0 RT 12 CATCH BASIN, TYPE J-10 27 898.82 898.68 90238 837
851 55+97.26 48.3 RT 12 CATCH BASIN, TYPE B-15 15 898.32 898.25 901.88 838
STRUCTUREDATA 852 _ 56+65.00 428 RT 12 CATCH BASIN, TYPE J-10 20 898.60 898.50 902.16 839
LOCATION FLOW LINE L, 853 57+70.00 37.0 RT 12 CATCH BASIN, TYPE J-10 10 899.35 899.30 902.91 840
w = C)f _j z a ° z
w MANHOLE, INLET, F- w J p p - w z o F-
m SIZE CATCH BASIN, OR Z > UP DOWN RIM ° Y `'� �- w 854 58+89.20 30.7 RT 12 CATCH BASIN, TYPE J-10 16 899.94 899.86 903.50 841
v F- w 0 Y � O O o- �' O z cn REMARKS
° ° STATION OFFSET SPECIALTY _j STREAM STREAM v w of a n z o
z STRUCTURE > m m N m o ,- 855 62+00.00 37.0 RT 12 CATCH BASIN, ?ME J-10 10 900.29 900.24 903.85 842
cn CL Q
inch If ft ELEV. ELEV. ELEV. yd' ton EA. 856 62+40.55 37.0 RT 12 CATCH BASIN, TYPE B-15 10 900.21 900.16 903.77 843
812 54+85.00 47.0 LT 30 MANHOLE, TYPE J-4 138 896.55 895.72 903.38 811 _ 857 63+00.00 37.0 RT 12 CATCH BASIN, TYPE J-10 10 900.36 900.31 903.92 844
813 55+50.00 47.0 LT 30 MANHOLE, TYPE H-4 65 896.82 896.55 903.06 812 _ 858 64+00.00 47.0 RT 12 MANHOLE, TYPE C-4 100 900.70 900.30 905.06 844
814 55+97.26 47.0 LT 24 MANHOLE, TYPE G-4 47 897.01 896.82 902.98 813 859 64+00.00 37.0 RT 12 CATCH BASIN, TYPE J-10 10 900.76 900.71 904.32 858
815 56+65.00 47.0 LT 24 MANHOLE, TYPE C-4 68 897.9 897.01 903.15 814 861 73+15.00 63.0 LT 36 MANHOLE, TYPE L-4 110 898.69 898.25 904.93 1 RIPRAP 11.7 TONS
816 57+70.00 47.0 LT 24 MANHOLE, TYPE C-4 105 897.71 897.29 903.76 815
71+35.00 63.0 LT 36 MANHOLE, TYPE L-4 180 899.41 898.69 905.79 861
817 58+85.00 47.0 LT 24 MANHOLE, TYPE C-4 115 898.18 897.71 904.43 816 863 69+75.00 63.0 LT 29 x 45 MANHOLE, TYPE K-4 160 899.96 899.41 905.21 862
818 59+80.00 76.0 LT 21 MANHOLE, TYPE C-4 99 899.21 898.82 905.33 817 _ 864 68+75.00 47.0 LT 24 x 38 MANHOLE, TYPE K-4 101 900.30 899.96 904.58 863
819 4+91.88 B 21.3 RT 21 MANHOLE, TYPE C-15 82 899.62 899.29 903.42 818 MANHOLE WITH INLET CASTING _ 865 67+97.41 47.0 LT 12 MANHOLE, TYPE C-4 78 900.99 900.76 904.42 864
820 4+91.34 B 30.5 LT 18 CATCH BASIN, TYPE C-15 52 899.82 899.62 903.4 819 866 67+55.00 47.0 LT 12 MANHOLE, TYPE C-4 42 901.12 900.99 904.46 865
821 1 4+80.00 B 30.5 LT 15 CATCH BASIN, TYPE B-15 11 899.87 899.82 903.43 820 867 66+25.00 47.0 LT 12 MANHOLE, TYPE C-4 130 901.61 901.12 904.96 866
822 55+50.00 37.0 LT 12 CATCH BASIN, TYPE J-10 10 899.65 898.31 902.21 813 868 66+25.00 37.0 LT 12 CATCH BASIN, TYPE J-10 10 901.66 901.62 904.22 867 1 MODIFIED
823 1 55+97.26 37.0 LT 12 CATCH BASIN, TYPE B-15 10 898.57 898.25 902.13 814 870 71+20.03 88.5 LT 15 CATCH BASIN, TYPE J-10 30 900.09 899.96 903.90 862
824 56+65.00 37.0 LT 12 CATCH BASIN, TYPE J-10 10 898.74 898.48 902.3 815 871 70+69.03 88.5 LT 12 CATCH BASIN, TYPE J-10 51 900.29 900.09 903.90 1 870
825 1 57+70.00 37.0 LT 12 CATCH BASIN, TYPE J-10 10 899.35 898.00 902.91 816 873 69+75.00 44.3 LT 12 CATCH BASIN, TYPE J-10 19 900.56 900.47 904.12 863
826 58+85.00 37.0 LT 12 CATCH BASIN, TYPE J-10 10 900.02 898.65 903.58 817 _ 875 68+75.00 37.0 LT 12 CATCH BASIN, TYPE J-10 10 901.28 901.24 903.84 864 MODIFIED
827 61+96.24 47.0 LT 18 MANHOLE, TYPE C-4 218 900.08 899.21 904.71 818 877 67+97.41 37.0 LT 12 CATCH BASIN, TYPE B-15 10 901.03 900.99 903.68 865 MODIFIED
828 62+38.32 47.0 LT 15 MANHOLE, TYPE C-4 42 900.25 900.08 904.62 827 879 67+55.00 37.0 LT 12 CATCH BASIN, TYPE J-10 10 901.16 901.12 903.72 866 MODIFIED
829 63+00.00 47.0 LT 12 MANHOLE, TYPE C-4 62 900.45 900.25 904.77 828 881 73+15.00 47.0 RT 18 MANHOLE, TYPE L-4 78 898.31 898.00 904.73 1 RIPRAP 10.4 TONS
830 64+00.00 47.0 LT 12 MANHOLE, TYPE C-4 100 900.85 900.45 905.17 829 882 69+75.00 47.0 RT 15 MANHOLE, TYPE C-4 340 899.67 898.31 905.01 881
831 64+00.00 37.0 LT 12 CATCH BASIN, TYPE J-10 10 900.90 900.85 904.32 830 883 68+75.00 47.0 RT 15 MANHOLE, TYPE C-4 100 900.07 899.67 904.58 882
832 61+96.24 32.1 LT 12 CATCH BASIN, TYPE J-10 15 900.38 900.30 903.80 827 884 67+97.41 47.0 RT 15 MANHOLE, TYPE C-4 78 900.30 900.07 904.42 883
833 62+38.32 35.4 LT 12 CATCH BASIN, TYPE B-15 12 900.32 900.26 903.74 828 885 67+55.00 47.0 RT 12 MANHOLE, TYPE C-4 42 900.43 900.30 904.46 884
837 54+85.00 63.0 RT 21 MANHOLE, TYPE L-4 110 897.04 896.60 903.47 812 886 66+75.00 48.2 RT 12 CATCH BASIN, TYPE J-10 80 900.84 900.44 903.80 885 MODIFIED
838 55+97.26 63.0 RT 18 MANHOLE, TYPE C-4 112 897.49 897.04 903.07 837 _ 888 69+75.00 37.0 RT 12 CATCH BASIN, TYPE J-10 10 900.71 900.66 904.27 882
839 56+65.00 63.0 RT 18 MANHOLE, TYPE C-4 68 897.76 897.49 903.24 838 890 68+75.00 37.0 RT 12 CATCH BASIN, TYPE J-10 10 900.28 900.23 903.84 883
840 57+70.00 47.0 RT 15 MANHOLE, TYPE C-4 106 898.18 897.76 903.65 839 892 67+97.41 38.3 RT 12 CATCH BASIN, TYPE B-15 9 900.39 900.35 903.65 884 MODIFIED
841 58+90.00 47.0 RT 15 MANHOLE, TYPE C-4 120 898.66 898.18 904.31 840 893 67+55.00 41.7 RT 12 CATCH BASIN, TYPE J-10 5 900.47 900.44 903.63 885 MODIFIED
842 62+00.00 47.0 RT 15 MANHOLE, TYPE G-4 310 899.90 898.66 904.59 841 894 73+30.00 42.0 LT 12 CATCH BASIN TYPE E-7 26 901.00 900.35 902.50 861 GRADE EXISTING GROUND TO DRAIN
843 62+40.55 47.0 RT 12 MANHOLE, TYPE C-4 41 900.07 899.90 904.51 842 895_ 73+80.00 47.5 RT 12 CATCH BASIN TYPE E-7 44 901.00 900.50 902.50 1 GRADE EXISTING GROUND TO DRAIN
844 63+00.00 47.0 RT 12 MANHOLE, TYPE C-4 59 900.30 900.07 904.66 843 RIPRAP 7.0 TONS
845 63+00.00 37.0 LT 12 CATCH BASIN, TYPE J-10 10 900.50 900.45 903.92 829 ---
REVISIONS °S�pQHER HORIZONTAL SCALE BRIDGE FILE
DATE BY DESCRIPTION 8901 Otis Avenue Harrison \ ��` �/, ''%, RECOMMENDED $ CK PMj INC N/A
v.�� v.STER�;�G�• FOR APPROVAL
4/19/06 MLL REVISED ELEVATIONS FOR STR's 870, 871 P N0. VERTI N SCALE DESIGNATION
Indianapolis, Indiana DESIGN ENGINEER DATE
46216-1037 =v PE 19700209 Z_
1-866-973-7100 =o' srA-m of SURVEY BOOK SHEETS
DESIGNED: MLL DRAWN: BAB TOWNE ROAD IMPROVEMENTS
317-826-7100 ''�� ''�•'.�cl. ......����� 24 of 44
JJ,
/ Ai� ��o��```�\\ CHECKED: CLR CHECKED: CLR DATA TABLES CONTRACT PROJECT
SIGN - NEW AND RELOCATE
SIGN POST
PLAN SIGN SIGN ENCAPSULATED LENS ORNAMENTAL SIGN SIGN, SQUARE
SHEET N0. LOCATION CODE SIGN SIZE METAL THICKNESS ASSEMBLY SHEET POST TYPE DESCRIPTION
0.080" COMPLETE RELOCATION NO. TOTAL
- IN. x IN. SQ. FT. EACH EACH EACH FT. FT.
LINE "A136"
21 50+99 RT 1 1 13 13 SPEED LIMIT 45
21 51+74 LT R3-7R 3000 6.25 1 13 13 RIGHT LANE MUST TURN RIGHT
21 54+88 RT W2-6 3606 9 1 15 15 ROUNDABOUT AHEAD
-- W16-8 43X9 2.7 STREET NAME
W13-1 24X24 4 ADVISORY SPEED LIMIT, 15 MPH
21 55+00 LT R3-7R 3000 6.25 1 13 13 RIGHT LANE MUST TURN RIGHT
21 55+50 RT R6-1 R 36x12 3 1 9 9 ONE WAY RIGHT
21 56+38 RT R3-8 MOD. 3606 9 1 _ 13 13 FISHHOOK SYMBOL LANE CONTROL
21 56+38 RT R3-8 MOD. 3606 9 1 13 13 FISHHOOK SYMBOL LANE CONTROL
21 56+50 LT W4-2 3606 5 1 13 13 LANE ENDS
21 57+89 RT W3-2A 3606 9 1 13 13 YIELD AHEAD
21 59+39 RT XR 2 36x36x36 3.9 1 13 13 YIELD
21 59+50 RT 1-2 36x36x36 3.9 1 13 13 YIELD
2i 59+50 LT 1 STREET NAME
21 60+05 RT R6-1 R 36x12 3 1 9 9 ONE WAY RIGHT
21 60+15 LT R6-1 R 36x12 3 1 9 9 ONE WAY RIGHT
21 60+63 LT R6-1R 36x12 3 1 9 9 ONE WAY RIGHT
21 60+64 RT R6-1R 36x12 3 1 9 9 ONE WAY RIGHT
21 61+23 RT 1 STREET NAME
21 61+23 LT R1-2 36x36x36 3.9 1 13 13 YIELD
21 61+33 LT R1-2 36x36x36 3.9 1 13 13 YIELD
21 62+84 LT W3-2A 36x36 9 1 13 13 YIELD AH A
21 64+34 LT R3-8 MOD. 3606 9 1 13 13 FISHHOOK SYMBOL LANE CONTROL
21 64+34 LT R3-8 MOD. 36x36 9 1 13 13 FISHHOOK SYMBOL LANE CONTROL
21 64+85 RT W9-2L 3606 9 1 13 13 LANE ENDS MERGE LEFT
21 65+84 LT W2-6 36x36 9 1 15 15 ROUNDABOUT AHEAD
W16-8 43X9 2.7 STREET NAME
W13-1 24X24 4 ADVISORY SPEED LIMIT, 15 MPH
21 66+20 RT R6-1R 36x12 3 1 9 9 ONE WAY RIGHT
21 67+35 RT W4-2 36x36 9 1 13 13 LANE ENDS
22 70+75 LT R6-1R 36x12 3 1 9 9 ONE WAY RIGHT
LINE "B"
22 3+49 RT W2-6 36x36 9 1 15 15 ROUNDABOUT AHEAD
W16-8 43X9 2.7 STREET NAME
22 5+50 RT R1-2 36x36x36 3.9 1 13 13 YIELD
22 5+60 LT 1 STREET NAME
22 7+30 RT 1 STREET NAME
22 7+35 LT R1-2 36x36x36 3.9 1 13 13 YIELD
--2-2--__S+49 RT W2-6 36x36 9 1 15 15 ROUNDABOUT AHEAD
W16-8 43X9 2.7 STREET NAME
TOTAL 192.7 4 1 1 359
HORIZONTAL SCALE BRIDGE FILE
, � ,
N/A
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8901 Otis Avenue ��.�`F,O�STFRE;��'G,�� FOR APPROVAL l yl VERTICAL SCALE DESIGNATION
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46216-1037 2o'*. PEA 9700209'4,= SURVEY BOOK SHEETS
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CHECKED: CLR CHECKED: CLR
52+ 00
_ 904
904
_ -- - - - 900
900
896
896 N- - -- - -
892
892 ---
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
51 + 50
- --- 904
904 _
900
900
896
896 _
o co 892
892 _ m Cn
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
51 + 00
904
904 _
900
900
896
896 0 0
m m 892
892
-150 -140 -130 -120 -110 -100 -c0 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1
50+ 50
908
908
904
904 -- - - -- —
— 900
900
0 896
896
892
m m 892
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1
50+ 00
904
904
In Inte tion 900
900
Cv 896
896 CV CV
892 892
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1
HORIZONTAL SCALE BRIDGE FILE
\\ oPHER�� ,,,,,, B CK D 1 = 10
Historic Fort Harrison ���`�� ,,`STEj .aX7., RECOMMENDED P� s �C*
.`v�•,��a RFa.C�, FOR APPROVAL VERTICAL SCALE DESIGNATION
8901 Otis Avenue '
Indianapolis, Indiana N0. DESIGN ENGINEER DATE 1" = 10
46216-1037 10=:PE 19700209 Z SURVEY BOOK SHEETS
1-866-973-7100 �r.`. STATE OF ;�\ DESIGNED: MLL DRAWN: MLL TONNE ROAD 26 of 44
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317-826-7100 %,,,J��•••D1A•' � \\�.` � r CONTRACT PROJECT
'Raw CHECKED: CLR CHECKED: CLR CROSS SECTIONS LINE PR-A
53+ 00
904
900 904
896 900
896
892 o N
892
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
150
52+ 50
904
900 — 904
896 900
892
896
0
°' °' 892
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
` �OQHER HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison \.``���\5,,.•`sTE• `�0r��'% RECOMMENDED $ f�V INC. 1 = 10'
8901 Otis Avenue V�:��° RFO:GG'% FOR APPROVAL x+11 PUENT, VERTICAL SCALE DESIGNAl1ON
Indianapolis, Indiana = N0. = DESIGN ENGINEER DATE 1 = 10
46216-1037 0 PEI9700209 W=
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55+ 00
904 —
900 _ 904
896 — --- - 900
892 896
N 892
888 — - - -- - --
-100 -80 -60 -40 -20 0 20-- - 40 888
60 80 100
54+ 50
904 - - -
900 904
896 900
892 — - 896
ao
Ki 888 � - 892
-100 -80 -60 -40 -20 0 20 40 888
60 80 100
54+ 00
904
900 904
896 900
892 896
N 892
888 0, Q,
-100 -80 -60 -40 -20 0 20 40 888
60 80 100
53+ 50
904
900 r 904
896 900
892 896
6 C-4 892
888 a, a,
-100 -80 -60 -40 -20 0 20 40 60 — 888
80 100
Historic Fort Harrison ��``` ✓ ''%� RECOMMENDED HORIZONTAL SCALE BRIDGE FILE
8901 Otis Avenue `�v� °ASTER �cc�' FOR APPROVAL B D p �C� 1 = 10
VERTICAL SCALE DESIGNATION
Indianapolis, Indiana N0. = DESIGN ENGINEER DATE 1 — 1 ,
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57+ 00
908 908
904 904
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900 900
896 896
00
892 892
—100 —80 —60 —40 —20 0 20 40 60 80 100
56+ 50
908 908
904 ------ 904
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900 900
896 896
C-�
892 r-i 892
—100 —80 —60 —40 —20 0 20 40 60 80 100
56+ 00
908 908
904 904
900 900
896 896
892 C) C) 892
—100 —80 —60 —40 —20 0 20 40 60 80 100
55+ 50
904 904
ac
900 ..................... 900
896 896
892 CV CV 892
m M
—100 —80 —60 —40 —20 0 20 40 60 80 100
HORIZONTAL SCALE BRIDGE FILE
&HER
Historic Fort Harrison ,\ .......... RECOMMENDED 1" = 10,
8901 Otis Avenue BRENWICK DEVELOPMENT, 119C,
FOR APPROVAL VERTICAL SCALE DESIGNATION
Indianapolis, Indiana No. = DESIGN ENGINEER DATE 1" = 10,
46216-1037 PEI 9700209
1-866-973-7100 STATE OF SURVEY BOOK SHEETS
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317-826-7100 29 of 44
10
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59+ 00
908 - 908
904 904
_
900
900 _
896
896 — - LO
-- - 04 ' - — 892
892 --
-100 -80 -60 - - - _40 - - - -20 - 0 - — 20 40 60 80 100
58+ 50
908 - - -
_ -- - --- 908 904
904 -
--- _ 900
900 - - - - - -- -- - -
- -- - - --- �-- - - - 896
896 - - - — -_-e- „_--
_ 892
892 -
-100 -80 -60 -40 -20 0 20 40 60 80 100
58+ 00
9
908 08
904
904
900
900 -
896
896
M 892
892 rn rn
-100 -80 -60 -40 -20 0 20 40 60 80 100
57+ 50
9
908 08
904
904
900
900
896
896 00
Ui M 892
892 rn m
-100 -80 -60 -40 -20 0 20 40 60 80 100
HORIZONTAL SCALE BRIDGE FILE
HER'������� 8 1" = 10
Historic Fort Harrison ��` \ � �''''%� RECOMMENDED P� �C�
%STER OC�� FOR APPROVAL VERTICAL SCALE DESIGNATION
8901 Otis Avenue
Indianapolis, Indiana N0. DESIGN ENGINEER DATE 1 = 10
10
46216-1037 =o,PEI 9700209 Z SURVEY BOOK SHEETS
S:hlff 1-866-973-7100 Mob, �ATE °F �.�: DESIGNED: MLL DRAWN: J13S TOWNE ROAD 30 of 44
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61 + 00
908 908
904 904
900 900
896 896
Ui
892 892
—100 —80 —60 —40 —20 0 20 40 60 80 100
60+ 50
908 --- -- --- 908
904 904
900 900
896 896
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892 892
—100 —80 —60 —40 —20 0 20 40 60 80 100
60+ 00
908 908
904 904
900 ------- 900
896 896
892 892
—100 —80 —60 —40 —20 0 20 40 60 80 100
59+ 50
908 908
904 904
900 900
896 896
4
892 C-4 892
—100 —30 —60 —40 —20 0 20 40 60 80 100
°S�OQHER��%�''' HORIZONTAL SCALE BRIDGE FILE
RECOMMENDED in = 10,
Historic Fort Harrison
a BRENWICK DEVELOPMM, INC.
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2P FOR •APPROVAL VERTICAL SCALE DESIGNATION
.
Indianapolis, Indiana No DESIGN ENGINEER DATE
1 = 10'
46216-1037 !;;oo PE 19700209 J-17Z
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TOWNE ROAD
317-826-7100 31 of 44
SchraMw 1111M.110 CHECKED: CLR CHECKED•- CLR CROSS SECTIONS LINE "PR-A" CONTRACT PROJECT
63+ 00
908 - 908
904 904
900 -- — - - 900
896 - - ------- - - --- 896
0
892 -- ------ - - - 892
rn rn
—100 —80 —60 —40 —20 0 20 40 60 80 100
62+ 50
908 908
904 904
900 900
896 896
CR
892 �' 892
o �
-100 -80 -60 -40 -20 0 20 40 60 80 100
62+ 00
908 - 908
904 - 904
900 900
896 M 896
892 -- - `" `r — — 892
-100 -80 -60 -40 -20 0 20 40 60 80 100
61 + 50
908 908
904 904
900 900
896 896
892 892
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°S�OQHER//��0j HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison ��``Q °j''%, RECOMMENDED = 10
ow \ST E• Q �i B CK P� INC.C
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65+ 00
908
904 908
900 - — 904
896 — - 900
ao _
892 - — - r,; 'r' - -- -- 896
-100 -80 _60 — -40 - - -20 ---- 0 - — 20 - 40 892
60 80 100
64+ 50
908
--- — -- � �—
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900 904
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--- — r-S Ui 896
892 Cn Q, -
-100 -80 -60 -40 -20 0 20 40 892
60 80 100
64+ 00
908
904 908
900 _ 904
896 900
_ o
892 896
C" m -
-100 -80 -60 -40 -20 0 20 40 60 892
80 100
63+ 50
908
904 908
900
904
896 900
892 ° 896
CV
m °' 892
-100 -80 -60 -40 -20 0 20 40 60 80
100
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GOPHER HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison \�o�°���\S �- '''''% RECOMMENDED $ 1 — 10,
8901 Otis Avenue V� �D�gTER� G2p FOR APPROVAL P : �C�
Indianapolis, Indiana : Np, = VERTICAL SCALE DESIGNATION
DESIGN ENGINEER DATE 1" = 10
46216-1037 =� PEI9700209 °�
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317-826-7100 �,, f••••..,�IAN�•�'�\�,� SHEEN
CHECKED: CLR CHECKED: CLR 33 of 44
CROSS SECTIONS LINE PR-A CONTRACT PROJECT
67+ 50
908 - 908
904 — 904
900 -- 900
896 ----- - �' -- — 896
CV �
892 - ---- — C" _ 892
-100 -80 -60 -40 -20 0 20 40 60 80 100
67+ 00
908 - -- - ---- --- 908
904 904
900 -- - 900
896 ° -- - 896
CV
892 -- -C' m 892
-100 -80 -60 -40 -20 0 20 40 60 80 10G
66+ 50
908 908
904 904
900 900
896 ° 896
CV d'
892 a' 892
-100 -80 -60 -40 -20 0 20 40 60 80 100
66+ 00
908 909
904 — 904
900 900
896 - ° 896
892 - C" °' 892
-100 -80 -60 -40 -20 0 20 40 60 80 100
65+ 50
908 908
904 — 904
900 - -- 900
896 ° 896
M L6
892 892
-100 -80 -60 -40 -20 0 20 40 60 80 100
HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison ✓, °d'�, RECOMMENDED 1" = 10'
8901 Otis Avenue OCri% FOR APPROVAL � � ��� VERTICAL SCALE DESIGNATION
Indianapolis, Indiana = N0. DESIGN ENGINEER DATE 1 = 10
46216-I037 _�= PEI9700209
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70+ 00
908 908
904 904
900 — --- - 900
896 - - - - 896
CV �
892 -- - -- - °' -- 892
-100 -80 -60 -40 -20 0 20 40 60 80 100
69+ 50
908 --- - — 908
904 904
900 900
896 t — 896
892 — 892
—100 —80 —60 —40 —20 0 20 40 60 80 100
69+ 00
908 908
904 - 904
900 900
896 896
892 892
—100 —80 —60 —40 —20 0 20 40 60 80 100
68+ 50
908 908
904 — 904
900 900
896 896
892 892
—100 —80 —60 —40 —20 0 20 40 60 80 100
68+ 00
908 908
904 904
900 900
896 ° 896
892 892
—100 —80 —60 —40 —20 0 20 40 60 80 100
HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison ��```Q�\\5 �''''%,� RECOMMENDED B D P INC. 1 = 10
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SchrAMw 317-826-7100 '%�J�+ ••...'4��"r C���` 35 of 44
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72+ 00
908
908
904
904
_ 900
900
896
- - - -
896 --
Q, Q, -- -- 892
892 -- - --- -- -- - - -
-100 -80 -60 -40 -20 0 20 40 60 80 100
71 + 50
908
908 - -- - - -- - - -
_-- _ _ 904
904
900
900
- _
M 896
896 r; U0
892
-100 -80 -60 -40 -20 0 20 40 60 80 100 892
71 + 00
9
90s 08
904
904
900
900
0 - 896
896 r; Uri
892 892
-100 -80 -60 -40 -20 0 20 40 60 80
70+ 50
908
908
9
904 04
900
900
896
896
m 892
892
—100 —80 —60 —40 —20 0 20 40 60 80 10
HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison \`� \4 �STE O RECOMMENDED BP*M ICK DLVEIA)PM 9 INC*
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Indianapolis, Indiana = N0. DESIGN ENGINEER DATE 1 = 10
46216-1037 PE19700209 1°; SURVEY BOOK SHEET'S
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317-826-7100 C
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CHECKED: CLR CHECKED: CLR CROSS SECTIONS LINE
72+ 85
908
908
904
904
900
9
896 00
896
892
—100 —80 —60 —40 —20 p 892
20 40 60 80 100
72+ 50
908
9
904 08
• 9
900 04
900
896
896
892 _
—100 —80 —60 —40 —20 p 892
20 40 60 80 100
Historic Fort Harrison �o�`Q GOPHER o,,, HORIZONTAL SCALE BRIDGE FILE
��S 't's'TE ✓. RECOMMENDED
8901 Otis Avenue C2P FOR APPROVAL BUMCK D EV=P1fl=q 119C9 1 = 10
VERTICAL SCALE DESIGNATION
Indianapolis, Indiana = N0. _ DESIGN ENGINEER DATE 1 = 10
16216-1037 =� PE19700209 Z
1-866-973-7100 %0' STATE OF DESIGNED: MLL DRAWN: JBS TOVdINE ROAD SURVEY BOOK SHEETS
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317-826-7100 �f �ND�ANrs��?
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74+ 50
908 - - 908
904 -- -- - — 904
900 -- - -- 900
896 - — -- 896
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
74+ 00
908 908
904 904
900 900
896 -- - 896
—100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100
73+ 50
908 908
904 904
900 900
M
896 896
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
73+00
908 908
904 904
900 - 900
M
896 - 896
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
°°�S�OPHER HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison o``Q�� °'''o RECOMMENDED B D P� �C 1 = 10'
°�STERG�% ' VERTICAL SCALE DESIGNATION
8901 Otis Avenue � V G' � FOR APPROVAL
Indianapolis, Indiana = N0. = DESIGN ENGINEER DATE 1 = 10
46216-1037 =� PE19700209 Z= SURVEY BOOK SHEETS
SchrxW 317-826-7100 1-866-973-7100 STATE OF DESIGNED: MLL DRAWN: JBS TOWNE ROAD
%F �NOIAN�' ��
38 1 of 1 44
CHECKED: CLR CHECKED:- CLR CROSS SECTIONS UNE "PR—A* CONTRACT PROJECT
76+ 00
908 _
908
904 - - --
900
- 904
0 900
896 -
- - - - rn R 896
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
75+ 50
908
908
904
9
900 04
900
896
896
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
75+ 00
908
908
904
904
900
900
896
896
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
°S�OPHER j HORIZONTAL SCALE
Historic Fort Harrison �.��°°\ �'''%, RECOMMENDED BRIDGE FlLE
8901 Otis Avenue `v���O�STEq f;OCG;% FOR APPROVAL B CK D P � �C� 1 = 10
' = VERTICAL SCALE DESIGNATION
Indianapolis, Indiana _ N0. = DESIGN ENGINEER DATE 1 = 10
46216-1037 0:PEI97OO2O9 °;
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CHECKED: CLR CHECKED: CLR CROSS SECTION S LINE „PR-Am CONTRACT PROJECT
6+ 50
904 — - — 904
900 — -- --- — -- — -- 900
896 — ----- — ---- ---- -- 896
—100 —9(1 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100
6+ 00
908 -- - - - 908
904 - 904
900 -- 900
896 896
03
—100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100
5+ 50
908 908
904 904
900 900
896 896
—100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100
5+ 00
908 ROW ROW 908
904 904
900 900
N
896 — 896
—100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100
4+ 50
904 904
900 900
896 896
—100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100
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Historic Fort Harrison o` \5 J �''''%, RECOMMENDED 1 = 10'
�k;•o�sT.. .;OC%� B CK PITT, IN0• VERTICAL SCALE DESIGNATION
8901 Otis Avenue V;•�.� Fo•.:G' FOR APPROVAL
Indianapolis, Indiana NO. DESIGN ENGINEER DATE 1 = 10'
46216-1037 !;Z PEI 9700209 Z_ SURVEY BOOK SHEETS
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317-826-7100 %,���Jf��ND1AN„rV� ` — 40 of 44
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9+ 00
ROW ROW
904 - - -- --- -- 904
900 900
896 - ° ---- 896
CV I-i
892 - - - °' 892
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
8+ 50
ROW _ _ ROW
904 - 904
900 — — — 900
896 896
Cpl CD
892 - --m m - 892
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
8+ 00
908 ROW ROW 908
904 904
900 900
896 ° 896
CV ro
892 m a' 892
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
7+ 50
908 908
904 904
900 900
896 896
CV �
892 892
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
7+ 00
904 904
900 900
896 896
892 a' 892
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
oS'`QQHER�%�''''� HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison \°_,X �STE Ok, RECOMMENDED B D P� INC. 10
8901 Otis Avenue `V�'�° RF' GG'% FOR APPROVAL VERTICAL SCALE DESIGNATION
a'.
Indianapolis, Indiana = NO. = DESIGN ENGINEER DATE 1 = 10
46216-1037 PEI 9700209
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317-826-7100 %�f'" :'�o1�N!°`V��o
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20+ 75
908 908
904 904
900 --- 900
896 -- --- ---- -------- �`'------- --- --- ---- - 896
----- - - - --- N Q - -
892 -- --- ---- --- - om C - 892
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
20+ 50
908 ----- ------- - 908
904 904
900 --- ----- - — --- -- 900
896 `�' - 896
pe) LO
892 °' 892
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
20+ 25
908 908
904 904
900 900
896 896
Lo
892 °' 892
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
20+ 00
908 908
904 904
900 900
896 896
o U-)
892 °' °' 892
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
��0a���umuuimuini,,,, HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison ���`O°�\S��p R ✓. o°''�,, RECOMMENDED B D P 1 = 10
8901 Otis Avenue V�����sTERFp':CG'°% FOR APPROVAL INC. VERTICAL SCALE DESIGNATION
Indianapolis, Indiana = N0. = DESIGN ENGINEER DATE 1 = 10
46216-1037 1;3 PE 19700209'�t SURVEY BOOK SHEETS
Schmi�KW 1-866-973-7100 srAre OF :; DESIGNED: MLL DRAWN: JBS TOWNE ROAD
317-826-7100 �f �HDIAN� 42 of 44
/ \\\\\ CROSS SECTIONS LANE CONTRACT PROJECT
Ai`���������`°���
CHECKED: CLR CHECKED: CLR
22+ 00
908 - - 908
904 904
900 - -- - 900
-- O° - -
896 ---- -- - -- --- ---- 896
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
21 + 75
908 908
904 - 904
900 900
896 "' "' 896
o o
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
21 + 50
908 908
904 904
900 M 900
896 "' 896
o� o
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
21 + 25
908 - 908
904 904
900 - 900
0
896 4 `n 896
Cn
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
21 + 00
908 908
904 =3=9 904
900 900
896 d- "' 896
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
\\����� ���� HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison °t�SOQHER , RECOMMENDED
8901 Otis Avenue `v�° �sTSR o:�G'' FOR APPROVAL � � INC.�� VERTICAL SCALE DESIGNATION
Indianapolis, Indiana N0. = DESIGN ENGINEER DATE 1 = 10
46216-1037 1v PE 19700209 W
�' STATE OF W, TOWNE ROAD SURVEY BOOK SHEETS
� 1-866-973-7100 .��:• ,:2� DESIGNED: MLL DRAWN: JBS 43 of 44
31'7-826-7100 '%� �!1!�IAN► 'VO �
ff
/�°jO''o�� �N�A���„ °`°��\
CHECKED: CLR CHECKED: CLR CROSS SECTIONS LINE NCO CONTRACT PROJECT
23+ 00
9
908
08
904
904
- 900
900 -
co 896
896 o d:
C" Cn 892
892
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
22+75
908
908 - - - — - -
904
904 ---
900
900
896
896
(73 C" 892_
892
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
22+ 50
908
908
-
904
904
900
900
M 896
896
892 892
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
22+25
9
908 08
904
904
900
900
0
i L6 896
896 Q, M
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
HORIZONTAL SCALE BRIDGE FILE
OQHER'���,,��%,
1" = 10'
Historic Fort Harrison ��`° ✓. ��'''%� RECOMMENDED B CK D p� INC.
8901 Otis Avenue `V����.gTfRF OCP•� VERTICAL SCALE DESIGNATION
FOR APPROVAL
Indianapolis, Indiana = N0. DESIGN ENGINEER DATE 1 = 10
46216-1037 = PEI 9700209 SURVEY BOOK SHEETS
1-866-973-7100 '..,WATE OF ND ANr' '\? DESIGNED: MLL _ DRAWN: JBS TOWNE ROAD 44 of 44
317-826-7100 ,,,J' V��� » CONTRACT PROJECT
CHECKED: CLR CHECKED: CLR CROSS SECTIONS LINE C