HomeMy WebLinkAbout04110026.1a
1
a
t
3
(V
�
W�
Z,
w
J Q
�
N
(V
�
~
3
o O
CO)
cc
2
0
Z
�I
!6
3
'
zl_
Nip
w
Z
�
a
0
Y
V
W
S
I
V
w
I
I
– -
W
MI
O
m
O
z
I
I
i
1
I
a
1
a
W 3 UJ
3
_
o_
�p
0
N
(V
�
to
N
CO)
cc
2
0
Z
!6
3
�wZ
"to
CD
V- M
CU O
z
I
z
k
(D 9'x 20' Parking Spaces 579`
1 12'x 20' Parking Spaces
( FOR HANDICAP)
TOTAL PARKING— 585
TOPOGRAPHY WAS PROVIDED BY CLIENT AND NOT PREPARED BY
SCHNEID$R ENGINEERING CORP. ANY PORTION OF THESE PLANS
BASED ON INFORMATION FROM SAID TOPOGRAPHY IS THEREFORE,
HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATION.
4 Sg ° /S•4� �
B /263• C
' R
•" '31
S •
L =125.0/•
90. 00' 00" W
CV
a \ \ — N 90.00'00" E - 175.89_
{ti �J �,( 2�� �I S• N
2 HEAVY DUTY PAVEMENT Slo
131.76'
15' BUILDING LINE
P�G� <ye B f I f 1 f f l 8 i N f f tYp I f o 3
C
� o
l y"- I 1 1011 1 bil I I I I I 1 6* s„ f.
h
B N 90.00'00" E 268.98' 39.06'
Painted 308.05' LV - —
^oi S^ Lines (tYP)
SA
B I I I I! I I I I I I I I N ryp 3
f Ifllll
; C0o
ey col tp S^ .�. I f f I f I f I f f f I�1 f I I la O
Ilflfifls �
N 90'00'QO" E � 320.08' � •
8 I
8 5<
0
11111111 tYP 11110,111111, 1 '
Iilllilllllll3111
lilt; I I I I I I I.
N 90.00'00" E._ 33208'
Painted
6
w
fTJA� I ! !
5'r. 5'r,
N 90.00'00" E 96.69'
,69' B 64.00'
�s
�l
:U6. :
s;;
C
NJ S' �� S;, Lines ltyp) S c c i
^ I111I�IIIIIII3) a B a�
f 17] 1 Yp "t 1
B /
o�
9 �
p O
III �1II1
za h�
,/• N 90.00'00" c 281.25' i
B C 8 s: RAMP 4 O 8
5-12 S -12
C _ E - typ. � �':• ti?: »s:: �':; <:: Va P � � � 5'r. � I
Overhang b
X83 ::fi ^y ;,;;•.::•.. 2' O LU 41 41
i E t to o
B C r 20 0 O
isy (D 0
RAM 0
- S 89 °56'50' E N 90.00'00" E;: :; — 326.09' Z `n
217.52' t5' BUILDING LINE A ;:; :;;;`:.:;: Q
— — — 1 N a.
I
0
I
N 90 00'00" E 190.00' ` ? > }: �
CA
Pointed O i N
o a
iv 4'r. B Lines (fYP) 4'r a: �� Q
b 16 ' p 3 -- y r
o f I l l l f f 4 tYP olb
o
If fl
N ca �o
18' 2 3 D
i0
U I N tYP I S O
I I I I I 1 I I I A
( 4,r 11.5'
C
16 N 90'00'00" E 190.00' B _ �_n 2 20' 20' 20' 20' 24' 18
SERVICE
1.- I 4 ENTRANCE F
w� w 4r. , 21. --' S�
� HEWLETT PACKARD
�I o IN h
�I�I14II1 ?rp �I B B
1 °° 2
W p o 25'r v
QI O't B
z a A {
r
o I Z g I YP 1011 ( { I y�.o° S -12 66.00' 64.00..
5'r N 90.00'00" E
� I 4'r -00 Pointed 130.00
Ry s^ Lines {tYP)
N 90.00'00" E 147,75 6
16.52' tYp
I S
eb
I 30 1 A �
I ic 17 YP• C -F�2' Overhang
( T12' Overhang
Cq
1
is
� N
m >~
M
( 15' BUILDING SETBACK LINE
10' DRAINAGE EASEMENT 10' DRAINAGE EASEMENT r
S 89.06'10" W 936,39'
0
D 4110 0 2-lp
i —
c
1 �
(w
LU
Q ASSUMED NORTH
1?
I ° SCALE; 1" ; 40' j
1
GENERAL NOTES
l
t
0
J
O_
a
W 3 UJ
�
h
L m i✓
TOPOGRAPHY WAS PROVIDED BY CLIENT AND NOT PREPARED BY
SCHNEID$R ENGINEERING CORP. ANY PORTION OF THESE PLANS
BASED ON INFORMATION FROM SAID TOPOGRAPHY IS THEREFORE,
HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATION.
4 Sg ° /S•4� �
B /263• C
' R
•" '31
S •
L =125.0/•
90. 00' 00" W
CV
a \ \ — N 90.00'00" E - 175.89_
{ti �J �,( 2�� �I S• N
2 HEAVY DUTY PAVEMENT Slo
131.76'
15' BUILDING LINE
P�G� <ye B f I f 1 f f l 8 i N f f tYp I f o 3
C
� o
l y"- I 1 1011 1 bil I I I I I 1 6* s„ f.
h
B N 90.00'00" E 268.98' 39.06'
Painted 308.05' LV - —
^oi S^ Lines (tYP)
SA
B I I I I! I I I I I I I I N ryp 3
f Ifllll
; C0o
ey col tp S^ .�. I f f I f I f I f f f I�1 f I I la O
Ilflfifls �
N 90'00'QO" E � 320.08' � •
8 I
8 5<
0
11111111 tYP 11110,111111, 1 '
Iilllilllllll3111
lilt; I I I I I I I.
N 90.00'00" E._ 33208'
Painted
6
w
fTJA� I ! !
5'r. 5'r,
N 90.00'00" E 96.69'
,69' B 64.00'
�s
�l
:U6. :
s;;
C
NJ S' �� S;, Lines ltyp) S c c i
^ I111I�IIIIIII3) a B a�
f 17] 1 Yp "t 1
B /
o�
9 �
p O
III �1II1
za h�
,/• N 90.00'00" c 281.25' i
B C 8 s: RAMP 4 O 8
5-12 S -12
C _ E - typ. � �':• ti?: »s:: �':; <:: Va P � � � 5'r. � I
Overhang b
X83 ::fi ^y ;,;;•.::•.. 2' O LU 41 41
i E t to o
B C r 20 0 O
isy (D 0
RAM 0
- S 89 °56'50' E N 90.00'00" E;: :; — 326.09' Z `n
217.52' t5' BUILDING LINE A ;:; :;;;`:.:;: Q
— — — 1 N a.
I
0
I
N 90 00'00" E 190.00' ` ? > }: �
CA
Pointed O i N
o a
iv 4'r. B Lines (fYP) 4'r a: �� Q
b 16 ' p 3 -- y r
o f I l l l f f 4 tYP olb
o
If fl
N ca �o
18' 2 3 D
i0
U I N tYP I S O
I I I I I 1 I I I A
( 4,r 11.5'
C
16 N 90'00'00" E 190.00' B _ �_n 2 20' 20' 20' 20' 24' 18
SERVICE
1.- I 4 ENTRANCE F
w� w 4r. , 21. --' S�
� HEWLETT PACKARD
�I o IN h
�I�I14II1 ?rp �I B B
1 °° 2
W p o 25'r v
QI O't B
z a A {
r
o I Z g I YP 1011 ( { I y�.o° S -12 66.00' 64.00..
5'r N 90.00'00" E
� I 4'r -00 Pointed 130.00
Ry s^ Lines {tYP)
N 90.00'00" E 147,75 6
16.52' tYp
I S
eb
I 30 1 A �
I ic 17 YP• C -F�2' Overhang
( T12' Overhang
Cq
1
is
� N
m >~
M
( 15' BUILDING SETBACK LINE
10' DRAINAGE EASEMENT 10' DRAINAGE EASEMENT r
S 89.06'10" W 936,39'
0
D 4110 0 2-lp
i —
c
1 �
(w
LU
Q ASSUMED NORTH
1?
I ° SCALE; 1" ; 40' j
1
GENERAL NOTES
l
t
0
o
< ►W- m
p O
1 ` 1. ALL 'RADIUS CURB AROTHER T CE OF CURB. FOR 6"
1
2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL
t CURB ARE TO BACK OF CURB.
1 3. IT SHALL BE THE RESPONSIBILITY OF EACH
14.10' SUBCONTRACTOR TO VERIFY ALL EXISTING
UTILITIES AND CONDITIONS PERTAINING TO HIS
i PHASE OF WORK. IT SHALL ALSO BE THE
1 SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNERS OF THE VARIOUS UTILITIES FOR
PROPER STAKE LOCATION OF EACH UTILITY
BEFORE WORK IS STARTED. THE SUBCONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE 3
ENGINEER OF ANY CHANGES, OMISSIONS OR
E ERRORS FOUND ON THESE PLANS OR IN MELD M
1 BEFORE WORK IS STARTED OR RESUMED.
ao
4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS
1 WITH LOCAL GOVERNING AUTHORITIES. o W
5. TEMPORARY TRAFFIC CONTROL DURING rn a
I CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
( O.S.H.A STANDARDS FOR WORKER SAFETY. _=
7. ALL DIMENSIONS (BUILDING FOUNDATION WALL. TO THE O io
K
< CD
8. SEE ARCH. PLANS FOR BUILDING DIMENSIONS. Q -
9. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS cc
WITH LOCAL GOVERNING AUTHORITIES. v g
S 89.06'10" W 252.95'
1 BENCH MARK Q Sa
( T.B.M. CUT ❑ ON CONCRETE BASE OF
I LIMITE D CSO ONE10SREPA 'tZATSOUTHW T RIGHT-OF-WAY 6TH TETN ? +'
�
U.S131. :
I (ELEVATION = 840.88)
2
0
I
I T.B.M. CHISELED " ON TOP OF NORTHEAST �
CORNER OF CONCRETE WALL OF BOX CULVERT'
I ON 106TH STREET APPROXIMATELY 1000 FEET _
EAST OF SPRING MILL ROAD.
( HOLEY MOLEY SAYS, _
I o (ELEVATION = 822.71)
"DON'T
I .
DIG
BLIND o J�
�q 6 Concrete Standing Curb s 3
-12
( BO 2' Concrete Roll Curb —
m
= C 2' Concrete Roll Curb S Gutter I
L
� w� S -12
1 -800- 382 -3544 =
�I O 6' Concrete Siullding Curb 8 Walk 6 - CALL TOLL POIR
s -12 1 -600- 428 -5200
c9
Ld
P0% CALLS OUTSIDE Of INDIANA
z O 6 Concrete Roll Curb 8 Walk Q z_
Q
o6' Concrete Service Walk y
I_Q z
z
o
113 73' 0 =
i ~ >
a Z er
WARNING
BUCKEYE PIPELINE CORP. SHALL BE NOTIFIED BEFORE
ANY 'CONSTRUCTION ACTIVITIES OCCUR INSIDE THE
PIPELINE EASEMENT. CONTRACTOR SHALL EXERCISE
EXTREME CAUTION WHEN WORKING AROUND
PIPELINES.
Q�Z
J
O_
C1
W 3 UJ
�
h
L m i✓
�
o �s
�
=MEET
S -6
OF
!6
�wZ
p
�
Y
V
W
S
V
– -
W
m
O
o
< ►W- m
p O
1 ` 1. ALL 'RADIUS CURB AROTHER T CE OF CURB. FOR 6"
1
2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL
t CURB ARE TO BACK OF CURB.
1 3. IT SHALL BE THE RESPONSIBILITY OF EACH
14.10' SUBCONTRACTOR TO VERIFY ALL EXISTING
UTILITIES AND CONDITIONS PERTAINING TO HIS
i PHASE OF WORK. IT SHALL ALSO BE THE
1 SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNERS OF THE VARIOUS UTILITIES FOR
PROPER STAKE LOCATION OF EACH UTILITY
BEFORE WORK IS STARTED. THE SUBCONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE 3
ENGINEER OF ANY CHANGES, OMISSIONS OR
E ERRORS FOUND ON THESE PLANS OR IN MELD M
1 BEFORE WORK IS STARTED OR RESUMED.
ao
4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS
1 WITH LOCAL GOVERNING AUTHORITIES. o W
5. TEMPORARY TRAFFIC CONTROL DURING rn a
I CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
( O.S.H.A STANDARDS FOR WORKER SAFETY. _=
7. ALL DIMENSIONS (BUILDING FOUNDATION WALL. TO THE O io
K
< CD
8. SEE ARCH. PLANS FOR BUILDING DIMENSIONS. Q -
9. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS cc
WITH LOCAL GOVERNING AUTHORITIES. v g
S 89.06'10" W 252.95'
1 BENCH MARK Q Sa
( T.B.M. CUT ❑ ON CONCRETE BASE OF
I LIMITE D CSO ONE10SREPA 'tZATSOUTHW T RIGHT-OF-WAY 6TH TETN ? +'
�
U.S131. :
I (ELEVATION = 840.88)
2
0
I
I T.B.M. CHISELED " ON TOP OF NORTHEAST �
CORNER OF CONCRETE WALL OF BOX CULVERT'
I ON 106TH STREET APPROXIMATELY 1000 FEET _
EAST OF SPRING MILL ROAD.
( HOLEY MOLEY SAYS, _
I o (ELEVATION = 822.71)
"DON'T
I .
DIG
BLIND o J�
�q 6 Concrete Standing Curb s 3
-12
( BO 2' Concrete Roll Curb —
m
= C 2' Concrete Roll Curb S Gutter I
L
� w� S -12
1 -800- 382 -3544 =
�I O 6' Concrete Siullding Curb 8 Walk 6 - CALL TOLL POIR
s -12 1 -600- 428 -5200
c9
Ld
P0% CALLS OUTSIDE Of INDIANA
z O 6 Concrete Roll Curb 8 Walk Q z_
Q
o6' Concrete Service Walk y
I_Q z
z
o
113 73' 0 =
i ~ >
a Z er
WARNING
BUCKEYE PIPELINE CORP. SHALL BE NOTIFIED BEFORE
ANY 'CONSTRUCTION ACTIVITIES OCCUR INSIDE THE
PIPELINE EASEMENT. CONTRACTOR SHALL EXERCISE
EXTREME CAUTION WHEN WORKING AROUND
PIPELINES.
Q�Z
J
O_
C1
W 3 UJ
f
L m i✓
�
=MEET
S -6
OF
!6