HomeMy WebLinkAboutC10.0 - General Details and Landscape Details50'
10' ON TANGENTS
5' ON RADII
TRANSVERSLE EXPANSION JOINTS
03 CURB JOINT DETAIL
10. NOT TO SCALE
TOP OF CURB
SAWED OR TOOLED
TRANSVERSE CONTROL JOINTS
f�f1" HMA SURFACE, TYPE A, 9.5mm
3" HMA INTERMEDIATE, TYPE A, 19.Omm
4" NO. 53 STONE
I4" NO. 2 STONE
\\ 2" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
HEAVY DUTY ASPHALT (CHEMICAL MODIFICATION / LIME
02PAVEMENT SECTION STABILIZATION MAY BE REQUIRED)
1O• NOT TO SCALE
sA
1/4"
3" TOP SOIL—
3
COMPACTED BACKFILL
_
N • ' J" `';_ BITUMINOUS PAVEMENT
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CLASS "A"
CONCRETE
M
MINIMUM
m
S TRA)GH T CONCRETE CURB
m
NO SCALE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2"
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
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CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM
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A
NO BACKFILUNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
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SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL RESPECTS
4"
`1/2" FIBER MATERIAL 1" DEEP SAWED OR
WITH SEALANT f TOOLED JOINT
4" #53 COMPACTED STONE COMPACTED SUB GRADE
01 SIDEWALK DETAIL
10. NOT TO SCALE
PROPOSED BUILDING
ADDITION
1/2" PERFORATED
EXPANSION MATERIAL
APPLIED JOINT SEALER
r-TOOLED EDGE
EXPANSION JOINT
MATERIAL TO BOTTOM OF
PAVEMENT
EXPANSION JOINT AT BUILDING DETAIL
APPLIED JOINT SEALER
1/2" PERFORATED
EXPANSION MATERIAL
TOOL BOTH SIDES OF
EXPANSION JOINT
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1 /2"
EXPANSION JOINT DETAIL
FLUSH WITH SURFACE 1 /8" - 1-1/4" DEEP SAWED
d/4
14. IV4. o
d 4 "8" 1-1
a a ..a..
CONTROL JOINT
05 JOINT DETAILS
10. NOT TO SCALE
FIBER REINFORCED CONCRETE
8" CONCRETE PAVEMENT
MEDIUM BROOM FINISHED
WITH CONCRETE CURRING
COMPOUND.
p
4 a. ...d a :..4
6" NO. 53 COMPACTED STONE ' 4
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR \ \ \ \ \ \ \
CONCRETE PAVEMENT SECTION
le'4 FOR 2' CONCRETE APRON
10. NOT TO SCALE
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE r1"
p:
6" 0 STD. STEEL PIPE a
GALVANIZED & FILLED W/CONCRETE.
PROVIDE THERMOPLASTIC LDPE YELLOW BOLLARD COVER
OR PAINT TRAFFIC YELLOW
°C
w
2'-0"0 x4'—O" OR 2'-0% o cO
2'-0"x4'—O" CONC. FOOTING ° a w
IN
SLOPE CONCRETE 1 ABOVE
& FINISH W/STEEL TROWEL. I
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a. d
wa. a'M 0 0 OO 4. 0 a p.
a
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4 a\�
2A-O"
s 6" DIAMETER STANDARD
10• STEEL PIPE BOLLARD
NOT TO SCALE
NOTE: ALL SLAB AND CRAWL SPACE
CONNECTIONS MUST BE A MINIMUM
OF 3" BELOW THE FOOTER AND EXIT
THE BUILDING AT THE FRONT OF
THE STRUCTURE TO PROVIDE THE
SHORTEST, MOST DIRECT ROUTE 6" PVC CAP
FROM THE BUILDING TO THE 3' MAXIMUM
EXISTING LATERAL STUB.
, FINAL GRADE
1
4
TEMPORARY FOUNDAl1ON
GLUED CAP '
(FOOTER) •, � : r� 8" PVC PIPE
X .3 MINIMUM
• TRACER WIRE
3" MINIMUM1 (6' X 6" X 6") TEE—WYE
FLOW
4" SEWER
fi" MINIMUM. SEE SANITARY 4106 RIGID 6" SEWER LATERAL
SEINER TRENCHING, BEDDING
AND BACI(FlLL DETAIL
CLEANOUT TYPE 1
mrw (ONLY LANDSCAPED SURFACES WITHIN
THREE FEET OF BUILDING)
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19 00219
STATE OF 4:
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` �0NAL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
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.CTRWD-
TYPE 1 CLEANOUT DETAIL
Schneider
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Date 12/06/06 File 7:\6I1\6366\001\DWG9\DETAUS\IN—DTiS.DWG
Remove Irunk -rap
Remove logs and
if necessary.
labels.
Remove all wire baskets,
Prune only dead or
twine and burlap.
broken branches or
double leaders.
Before Tree is in the bale,
remove bottom of 6osket
Stake free
Cutting h0lntally.
Aker Free iss in the hde,
f necessary.
remove resl of basket
Remove excess sail
cutting verfie nlly.
to locate and expose
Backfill using existing soil.
o of {fare.
Water thoroughly
eliminate air pockets.
Root Rare should be
I - 2 inckesa6ove
Add I - 2 inches of
>-
finish grade.
hardwood mulch.
Keep mulch 3 inches
Finish grade.
from trunk.
LEAVE SOL UNDERROOT
ETA L
Remove n[I wire baskets, Remove tags and
twine and burlap. 1a6els.
Before Ire- is in the hole, Prune anly dead or
remove bottom of basket broken branches or
tufting horizontally. double leaders.
After tree is in the hole
remove rest of basket
Slake Free
coking vertically, if necessary.
Ba4fill using existing soil.
Remove excess sail
Wafer thoroughly to
eliminate air packets, to locate and expose
root flare.
Add t -2 inches of Root flare should 6e
hardwood mulch. h-6
Keep mulch 3 inches 1.2 incso ave
from Irunk, finish grade.
Finish grade.
UNDERLEAVE 501L ROOT
UNDISTURBED TO HELP SUPPORT
R REDUCE
DIAMETER
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT MINIMUM I" CLEARANCE FROM TOP OF
CONTACT THE LATERAL OR LATERAL CAP. CAP TO BOTTOM OF CASTING
NEENAH R-1976 OR EAST JORDAN 1578 TRACER WIRE
WITH SEWER ON CASTING
fi" PVC CAP FINAL GRADE
36" x 36" x 10" CONCRETE
APRON WITH FIBERMESH 6" PVC PIPE
REINFORCEMENT.
(6" X 6- X 6") TEE—WYE
FL0
#8 STONE BELOW CONCRETE fi" SEWER LATERAL
APRON TO PREVENT CLEANOUT TYPE 2
SETTLING, EXTEND TO
UNDISTURBED EARTH. (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
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19300219
STATE OF G
SS
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CLAY TOWNSHIP REGIONAL WASTE DISTRICT
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Schneider
TYPE 2 CLEANOUT DETAIL
Date 12/06/06 File T:\6K\6366\001\DTGS\DETAUS\1N—DTL5.DTG
1 �
�RP ETQ
Remove any container Remove logs and
or twine and 6urlop. labels -
Prune only dead or
Backlill using existing soil, broken branches ar
Water thoroughly to double leaders.
eliminate air packets -
Remove excess soil
Add 1-2 inches of fo locate and expose
hardwood mulch. roof flare.
Keep mulch 3 inches Root flare should 6e
from trunk,
1.2 inches above
finish grade.
Finish grade.
LEAVE SOT ■R007 BALL
UNDISTURBED TO HELP SUPPORT
AND REDUCE SETTUNG.
•°�
_ TREE'
II< rt ESER ETAIL
Existing grade -
Minimum 4 fod chain
link or high visibility
Metal fenre Pam,
to
l .Erect fence barriers around all "5avecl" bees near the construction activity. of
2. Fence multiple trees together when possible.
3, Fence barriers shall Ix placed outside the drip line and as far from the �_ '�-�
free ns canskvction permits. `�"!�'
A. Fence posts shall be placed no further than 15 fee} apart. 'HGIAt;�
5. No staging of material or grading shall occur within the fenced hee preservation area.
DWN BY:
KPB
CHKD. BY:
EAG
SCALE:
1 to = 30'
DATE:
12 11 19
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DATE: 01 /07/2020
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PROJECT NUMBER
HHR.002
DRAWING NUMBER
C1000
SHEET 9 OF 12 jj