HomeMy WebLinkAboutC101 - Site Prep and Erosion Control819821822823824820825824.62 COL
824.77 COL 824.62 COL
824.33 COL 824.08 COL
824.32 BC
824.79
824.65
824.22 ±
FGL 822.70
TW 824.14
FGU 823.75
821.38
821.37
820.42 ±
819.81 ±
821.35
819.76 ±
825.18
824.99
824.95
823.55 ±
823.52
TW 824.14
FGU 823.23
FGL 821.76
822.99 ±
824.59
824.56824.66
824.66 BC 824.58 BC
824.80 824.74 824.44 824.03 BC
824.51824.56
824.85
825.07
824.95
825.07
825.10
825.25
825.39
825.41
825.47
825.52
823.87 BC
824.97
LIMITS OF CONSTRUCTION
SAWCUT TO EXISTING JOINT
CONCRETE PAVEMENT REMOVAL
PROTECT
REMOVE
SEDIMENT CONTROL TUBE
100 YEAR FLOODPLAIN
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SPOT ELEVATION
865
864
861.50
2" x 2" x 36" WOOD STAKES
AT 10'-0" O.C. (MIN.)
OR 8" X 8" X 16" CONCRETE
BLOCK AT 6'-0" O.C.
FLOW
FLOW
FLOW
12" DIA. TUBE
2'-0" OVERLAP
MIN.
PLAN VIEW - FLOW 45 TO 90° TO TUBE
PLAN VIEW - FLOW LESS THAN 45° TO
TUBE
SECTION VIEW
REPAIR DETAIL - TEAR GREATER THAN 12
INCHES
12" DIA. TUBE
2'-0" OVERLAP
MIN.
2" x 2" x 36" WOOD STAKES
AT 10'-0" O.C. (MIN.)4'-0" (MIN.) HOOK4'-0" (MIN.) HOOK
FLOW
BACK-GROUT W/ TUBE
FILLER MATERIAL
2" x 2" x 36" WOOD STAKES
AT 10'-0" O.C. (MIN.)
12" DIA. TUBE
DRIVE STAKE 12" MIN.
EXISTING
SEDIMENT
CONTROL
TUBE
NARROW TEAR
LONGER THAN 12"NEW FABRIC WRAPPED
AROUND TUBE AND TIED AT
DOWNSTREAM SIDE. EXTEND
NEW FABRIC A MINIMUM OF 12"
PAST EACH END OF TEAR
PLASTIC TIES
OR STITCHING
NOTES:
1.WHEN SEDIMENT CONTROL TUBE IS USED ON A PAVED SURFACE CONCRETE BLOCKS SHALL BE
PLACED ON THE OUTER EDGE TO SECURE SEDIMENT CONTROL TUBE IN PLACE OF STAKING.
2.ACCUMULATED SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT CONTROL TUBE
WHEN IT HAS REACHED A HEIGHT EQUAL TO HALF OF THE TUBE HEIGHT.
3.SMALL HOLES OR NARROW RIPS LESS THAN 12" LONG MAY BE STITCHED CLOSED USING PLASTIC
ZIP TIES. LARGER RIPS SHALL BE FIXED PER THE REPAIR DETAIL. HEAVILY DAMAGED SECTIONS
SHALL BE REPLACED ENTIRELY. MAINTAIN 2' MINIMUM OVERLAP AT EACH END.
8" X 8" X 16" CONCRETE
BLOCK (AT PAVED
SURFACES)
SITE PREPARATION AND
EROSION CONTROL PLAN
PROJECT NORTH
0'10'5'2'-6"
SCALE: 1" = 5'
13618
C-101
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
CENTRAL PARK
CORNER TRAIL
CONNECTION
116th Street, 1600 Blok
Carmel, IN 46032
Carmel Clay
Parks & Recreation
Owner:
DATEREVISSUED FOR
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
SHEET NOTES
LEGEND
1.LIMITS OF REMOVAL SHALL BE THE THE EXTENT NECESSARY TO
FACILITATE CONSTRUCTION ACTIVITIES.
2.STRIP AND STOCKPILE TOPSOIL WITHIN CONSTRUCTION LIMITS TO
EXTENT NECESSARY TO FACILITATE CONSTRUCTION UNLESS
OTHERWISE NOTED.
3.SEE G-001, GENERAL NOTES FOR GENERAL AND SITE PREPARATION
NOTES.
4.CONTRACTOR PROVIDE "TRAIL CLOSED" SIGNAGE AT LOCATIONS
WHERE NEEDED AND AS DIRECTED BY CCPR AND DEPARTMENT OF
PUBLIC WORKS INCLUDING SOUTH OF THE LIMITS OF CONSTRUCTION
AT THE TRAIL INTERSECTION NEAR CENTRAL PARK DRIVE EAST.
5.THE CONTRACTOR IS REQUIRED TO SUBMIT BPW REQUEST LETTER
ASKING PERMISSION TO CLOSE THE PATH TO COMPLETE THE
PROJECT.
6.CONTRACTOR TO FENCE AND SECURE CONSTRUCTION SIGN.
N
KEYED NOTES
116TH STREET
REMOVE EXISTING SIGN FOUNDATION
PROTECT EXISTING FIBER UTILITY HANDHOLE
PROTECT EXISTING GUY WIRE
PROTECT EXISTING SIGN
REMOVE EXISTING BOLLARD AND FOUNDATION
SANDBLAST PAINTED LINES, PROTECT EXISTING PAVEMENT FINISH.
EXISTING CONCRETE TO REMAIN. IF DAMAGED, THE CONTRACTOR IS
RESPONSIBLE FOR REPAIR OR REPLACE OF CONCRETE AT THEIR
OWN COST TO THE SATISFACTION OF CCPR.
REMOVE EXISTING COLUMN FOUNDATION
A
B
C
D
E
A
D
C
C C C
E
F
F
F
G
G
H
H
SCALE: 1/2" = 1'-0"
SEDIMENT CONTROL TUBE1
B