HomeMy WebLinkAbout03 Grading & Utility Plan Final Construction Plan'A'
8" TO 15"
6
-0"
O.D. 4
MIN. 4"
9'
833
6"
R
24
6"
POSS.
INLET
6
24"
-4-
6"
833.55
833.05
�O
833.55
833.05
N
t
8325
3 STR. N
G8L
PIPE SIZE
8" TO 15"
2'
-0"
O.D. 4
MIN. 4"
O.D. 4
MAX 8"
833
6"
R
24
6"
1
WITH 120.5
E 0.50%
829.11
�r
CC}
833.55
833.05
�O
833.55
833.05
N
t
8325
PIPE SIZE
8" TO 15"
2'
-0"
O.D. 4
MIN. 4"
O.D. 4
MAX 8"
833
L__.,-
1
WITH 120.5
E 0.50%
829.11
�r
CC}
833.55
833.05
�O
833.55
833.05
N
t
8325
3 STR. N
G8L
7r� z C
1
Y l
1 r r r
r 7
1 r
1 7 r r i r Y'
PIPE SIZE
8" TO 15"
18' OVER
BEDDING BELOW THE
PIPE BELL
O.D. 4
MIN. 4"
O.D. 4
MAX 8"
TR
TVR
EB
l
832.09
Z1831.82
833.55
833.05
833.55
833.05
83 2 5
832.66
SCR. NO. 2
INSTALL INLET TYPE 'M' WITH 109.7
LFT OF 12 "0 HDPE PIPE 0.50
CONNECT TO EXISTING 72 "0 STORM
MANHOLE BY CORE DRILL
RIM ELEV. 832.25
INV. IN (NE) ELEV. 828.51
INV. OUT (E) ELEV. 828.41
D.S. ELEV. 827.86
833.31
832.81
832.93
832.43
1
1.22%
1
1
1
1
5
AUTUMN DRIVE
2.33%
833.55,
833.05
2.0%
833.55
833.05
1
1
co
833.55
833.051
832.5
1
1
1
1
832.78
833.65
r
833
3
PROPOSED TWO-STORY BUILDING
9,840 SQ. FT.
FINISH FLOOR ELEV. 833.75
833.5 (ST;
j.
CITY CENTER DRIVE
0.5%
8J 3
833
7
1832.98F
TR
f
u
832.881
77
1•\
II I
II 1
II I
II I
I
I I
I I
1
10
T l
SCALE: 1 =10'
EXISTING CONTOUR INTERVAL 0.5'
PROPOSED CONTOUR INTERVAL 0.5'
0
W
Z
tt
10
EXISTING "0 STORM MANHOLE
W/ 36" R P 0.09%
RIM ELEV. 832.99
INV. OUT ELEV. 825.40
20
BENCHMARK INFORMATION
ACE TBM #61 CHISELED "X" SET IN EAST BOLT OF FIRE
HYDRANT AT SOUTHWEST CORNER OF THIRD AVE. ADAMS ST.
ELEV. 835.12'
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE WITH OWNER AND ALL
UTILITES FOR UTILITY CONNECTIONS AND RESPECTIVE
STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TREE
REMOVALS OTHER SITE CLEANING ITEMS. (SEE
LANDSCAPE PLAN)
3. SEE ARCHITECTURAL PLANS FOR LANDSCAPING DETAILS.
3'-0"
JO
2/24/04
DATE
I'
JOE No.
DATE
OUTLET
PIPE
6" OF /8 STONE
PLAN OR /2 STONE
TYPE A' MODIFIED INLET
NO SCALE
3' 0
PLAN
OUTSIDE 5' OF STREETS. WALKS AND CURBS
BACKFILL W1 TH CLEAN FILL
MATERIAL FREE OF ROCKS
LARGER THAN 6" DIAMETER J
OR EXTRANEOUS MATER /AL r
NOTE
ALL PROPOSED HDPE STORM SEWER SHALL
BE MANDREL TESTED NO EARUER THAN 30 DAYS
AFTER ALL STORM SEWER HAS BEEN INSTALLED.
MINIMUM DEFLECTIONS SHALL NOT EXCEED AASHTO
AND /OR MANUFACTURER'S STANDARDS (WHICHEVER
1S MORE STRINGENT). ALL FAILING SECTIONS SHALL
BE CORRECTED BY 7HE CONTRACTOR AT NO
ADDITIONAL COST TO 7HE COA'7RACT.
NO7E
THIS DETAIL SHALL BE USED FOR BOTH SANITARY
AND STORM SEWER PIPE.
860.00
859.50
X
X
860.00
859.50
860.001*
800
LEGEND
TOP OF CURB
BOTTOM OF CURB PROPOSED ELEVATIONS
1860.001 FINISH GRADE
PROPOSED ELEVATIONS
(TO BE FIELD VERIFIED)
EXISTING CONTOURS
PROPOSED CONTOURS
ZONING INFORMATION
C -1 /CITY CENTER DISTRICT
I[ i T f Y I J I[ 1 T ,1 1 I IT)
T 1 I, I -1 T 1,1,1 ,_'.,.1
IJ ,rI.( I J r J l
1
SHAPED CONCRETE FILL
6" OF /8 STONE
TYPE "M" INLET
NO SCALE
FLEXIBLE PIPE BEDDING DETAIL
PVC AND HDPE PIPE
MISCELLANEOUS REVISIONS PER CITY OF CARMEL REVIEW
REVISION0
3' -0"
SECTION 'A -A'
OR /2 STONE SECTION A A
MIN. 1.25 O.D. -1- 12" 12" MIN.
4" MIN. (BELOW THE BELL)
18 CRUSHED STONE OR
18 FRACTURED FACE AGGREGA 7E,
BELL HOLE EXCA VA TED.
NOT TO SCALE
CASTING TO BE
NEENAH R- 3287 -10V
(OR APPROVED EQUAL)
3 -0"
18 CRUSHED STONE OR
18 FRACTURED FACE
AGGREGATE; HAND
TAMPED OR WALKED IN
TO 1/2 O.D.
GRADING UTILITY PLAN
PARCEL #9 CITY CENTER
JANUARY 30, 2004
DRAWN RH
DESIGNED TEN
CHECKED TEN
APPROVED TEN
CASING TO BE
NEENAH R- 1878 -A6G
(OR APPROVED EQUAL)
2-15's x 3' -0"
CLASS "A" CONCRETE
WITHIN 5' OF STREETS WALKS AND CURBS
BACKFILL WITH 'B'-BORROW OR EQUIVALENT
CLEAN GRANULAR MATERIAL (MECHANICAL
COMPACTION TO 95Z PROCTOR DENSITY.)
RLH
Ei
SHEET 3 OF
TEN
APPF'.
Transportation
Development Consultants
3417 S. SFERWW DR. BEECH GROVE, IN 45107 (317; 780 -1555
EXISTING BUILDING
EXISTING BUILDING
ITRI
833
L__.,-
1
WITH 120.5
E 0.50%
829.11
�r
CC}
833.55
833.05
�O
833.55
833.05
N
t
8325
3 STR. N
G8L
INSTAL
LFT OF
RIM EL
INV. 0
INLET TYPE
12 "0 HDPE PI
V. 832.11
T (SW) ELEV.
TR
TVR
EB
l
832.09
Z1831.82
833.55
833.05
833.55
833.05
83 2 5
832.66
SCR. NO. 2
INSTALL INLET TYPE 'M' WITH 109.7
LFT OF 12 "0 HDPE PIPE 0.50
CONNECT TO EXISTING 72 "0 STORM
MANHOLE BY CORE DRILL
RIM ELEV. 832.25
INV. IN (NE) ELEV. 828.51
INV. OUT (E) ELEV. 828.41
D.S. ELEV. 827.86
833.31
832.81
832.93
832.43
1
1.22%
1
1
1
1
5
AUTUMN DRIVE
2.33%
833.55,
833.05
2.0%
833.55
833.05
1
1
co
833.55
833.051
832.5
1
1
1
1
832.78
833.65
r
833
3
PROPOSED TWO-STORY BUILDING
9,840 SQ. FT.
FINISH FLOOR ELEV. 833.75
833.5 (ST;
j.
CITY CENTER DRIVE
0.5%
8J 3
833
7
1832.98F
TR
f
u
832.881
77
1•\
II I
II 1
II I
II I
I
I I
I I
1
10
T l
SCALE: 1 =10'
EXISTING CONTOUR INTERVAL 0.5'
PROPOSED CONTOUR INTERVAL 0.5'
0
W
Z
tt
10
EXISTING "0 STORM MANHOLE
W/ 36" R P 0.09%
RIM ELEV. 832.99
INV. OUT ELEV. 825.40
20
BENCHMARK INFORMATION
ACE TBM #61 CHISELED "X" SET IN EAST BOLT OF FIRE
HYDRANT AT SOUTHWEST CORNER OF THIRD AVE. ADAMS ST.
ELEV. 835.12'
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE WITH OWNER AND ALL
UTILITES FOR UTILITY CONNECTIONS AND RESPECTIVE
STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TREE
REMOVALS OTHER SITE CLEANING ITEMS. (SEE
LANDSCAPE PLAN)
3. SEE ARCHITECTURAL PLANS FOR LANDSCAPING DETAILS.
3'-0"
JO
2/24/04
DATE
I'
JOE No.
DATE
OUTLET
PIPE
6" OF /8 STONE
PLAN OR /2 STONE
TYPE A' MODIFIED INLET
NO SCALE
3' 0
PLAN
OUTSIDE 5' OF STREETS. WALKS AND CURBS
BACKFILL W1 TH CLEAN FILL
MATERIAL FREE OF ROCKS
LARGER THAN 6" DIAMETER J
OR EXTRANEOUS MATER /AL r
NOTE
ALL PROPOSED HDPE STORM SEWER SHALL
BE MANDREL TESTED NO EARUER THAN 30 DAYS
AFTER ALL STORM SEWER HAS BEEN INSTALLED.
MINIMUM DEFLECTIONS SHALL NOT EXCEED AASHTO
AND /OR MANUFACTURER'S STANDARDS (WHICHEVER
1S MORE STRINGENT). ALL FAILING SECTIONS SHALL
BE CORRECTED BY 7HE CONTRACTOR AT NO
ADDITIONAL COST TO 7HE COA'7RACT.
NO7E
THIS DETAIL SHALL BE USED FOR BOTH SANITARY
AND STORM SEWER PIPE.
860.00
859.50
X
X
860.00
859.50
860.001*
800
LEGEND
TOP OF CURB
BOTTOM OF CURB PROPOSED ELEVATIONS
1860.001 FINISH GRADE
PROPOSED ELEVATIONS
(TO BE FIELD VERIFIED)
EXISTING CONTOURS
PROPOSED CONTOURS
ZONING INFORMATION
C -1 /CITY CENTER DISTRICT
I[ i T f Y I J I[ 1 T ,1 1 I IT)
T 1 I, I -1 T 1,1,1 ,_'.,.1
IJ ,rI.( I J r J l
1
SHAPED CONCRETE FILL
6" OF /8 STONE
TYPE "M" INLET
NO SCALE
FLEXIBLE PIPE BEDDING DETAIL
PVC AND HDPE PIPE
MISCELLANEOUS REVISIONS PER CITY OF CARMEL REVIEW
REVISION0
3' -0"
SECTION 'A -A'
OR /2 STONE SECTION A A
MIN. 1.25 O.D. -1- 12" 12" MIN.
4" MIN. (BELOW THE BELL)
18 CRUSHED STONE OR
18 FRACTURED FACE AGGREGA 7E,
BELL HOLE EXCA VA TED.
NOT TO SCALE
CASTING TO BE
NEENAH R- 3287 -10V
(OR APPROVED EQUAL)
3 -0"
18 CRUSHED STONE OR
18 FRACTURED FACE
AGGREGATE; HAND
TAMPED OR WALKED IN
TO 1/2 O.D.
GRADING UTILITY PLAN
PARCEL #9 CITY CENTER
JANUARY 30, 2004
DRAWN RH
DESIGNED TEN
CHECKED TEN
APPROVED TEN
CASING TO BE
NEENAH R- 1878 -A6G
(OR APPROVED EQUAL)
2-15's x 3' -0"
CLASS "A" CONCRETE
WITHIN 5' OF STREETS WALKS AND CURBS
BACKFILL WITH 'B'-BORROW OR EQUIVALENT
CLEAN GRANULAR MATERIAL (MECHANICAL
COMPACTION TO 95Z PROCTOR DENSITY.)
RLH
Ei
SHEET 3 OF
TEN
APPF'.
Transportation
Development Consultants
3417 S. SFERWW DR. BEECH GROVE, IN 45107 (317; 780 -1555
EXISTING BUILDING
EXISTING BUILDING