HomeMy WebLinkAboutC106 Miscellaneous DetailsDIA.
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A.
SYM
PERMANENT
SEEDING
DORMANT
SEEDING
TEMPORARY
SEEDING
SODDING
MULCHING
ammossummisom
STABILIZATION
JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
PRACTICE
A *////I////*
i lhY 1
F m" 1 ////t ir
A KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE 40
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS
8 KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS
C SPRING OATS 3 BUSHEL/ACRE.
D WHEAT OR RYE 2 BUSHEL/ACRE.
E ANNUAL RYEGRASS 40 LBS/ACRE.
F SOD
STRAW MULCH 2 TONS/ACRE.
*/1/* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER
IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
*NOTE: RIGHT-OF-WAY SHALL BE SEEDED OR SODDED, AND
SHALL ONLY BE MIXTURE "A" OR "B", DEPENDING ON TIME OF YEAR
SEASONA SOIL PROT CTION CHART
STAPLE PATTERN "D"
3-1/2 staple per sq.yd.
using 6-inch, 11 go.
wire "U" staples. 8-inch
staple and longer may
be used for loose soils.
9 ga. staples may be
necessary in hard or
rocky soils.
MATERIAL
Either an organic (straw,
or similar netting material. It
excelsior, woven paper, coconut,
gradable or pefiblirbeiltc.) or o syrthetic mulch
incorporated into o polypropylene
FINISH GRADE
TOP SOIL
COMPACTED
BACKFILL
may be biodegroda
IIE
=I I I
INLET CASTING FRAME
PAVEMENTTh
REVISIONS
X X X
1-a--20--•••1
X X X
le, photode-
EROSION NETTING/SLOPE STABILIZATION
EROSION CONTROL BLANKET
(NO SCALE)
3
4
4
4
18" R
DRAINAGE
STRUCTURE
SYM
4.
24"
6.5'
4.
"R
L PVMT.
4
LBS/ACRE;
20 LBS/ACRE.
LOS/ACRE;
30 LBS/ACRE.
4
a
CONC. ROLL CURB DETAIL
(NO SCALE)
.115LECTION DETAIL
(NO SCALE)
(0
REVISIONS
4'
INSTALL FABRIC FILTER
BELOW GRATE
NO GUTTtR IN CURB
SLOPE AWAY FROM
CURB
COMPACTED SUBSOIL
DRAWN BY:
DESKWED B)
CHErKED BY:
DA7r
DRH
MAS
MAS
31 2004
A P
PLAN VIEW
7
t
4:1 p‘740
SLopt• c
I
COMPUTED LENGTH —I
OF CULVERT
PAY LENGTH
OF CULVERT
LASS "A" CONC:
1 COMPACTED GRANULAR SUBGRADE
a
4
24" DIA.
1_2TARRIER
(NO Sth4.6
12 C TO C
MAX. SPACING
.1111111
1 704
AVING SEC
HOOK
BOLTS
DIA.
PIPE CONCRETE
CULVERT END SECTION
1
I END SECTION I
LENGTH (D)
SLOPE DETAIL
30 BEVEL
6"x6" TREATED WOOD POST
STAINED OR PAINTED TO
BLEND W/ LANDSCAPING
ALIPHATIC POLYURETHANE
(NO SCALE)
CONC. FOOTING
GROOVED ON OUTLET
END TONGUE END ON
INLET END
NOTE: METAL PIPE END SECTIONS
MAY BE USED WITH CONCRETE
PIPE PROVIDING THE METHOD
OF CONNECTION IS APPROVED
BE THE ENGINEER PRIOR TO INSTALLATION OF PIPE.
RIP-RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
ON
A5'404 Sleor Terrace, Suh 100
Ineffernspoifs, indhono 46227
317-8.5.9-500C
2"-H.A.C. BINDER
3"- #53 STONE
3"-#2 STONE
1" WASH
t
1"-H.A.C. SURFACE
4 1 7 F I CTI7ESIGHT ErIGINEER/NO
CAW Enghwers Lane Surveyors
1
111111.41111111111114.1W4111
MIN 111.1
E+2T
SECTION A—A
CNC. PIPE TOE ANCHOR GROOVt (OR TONGUE) TO
O
BE THE SAME AS ON STANDARD a*
6"
REINFORCED CONCRETE PIPE
4 ASTM DESIGNATION C-76
CLASS "A CONCRETE
Y A
LONGITUDINAL SECTION
POST
4" DIA, WOOD OR
1.33 LBS/FOOT STEEL
10' MAX. SPACING
WIRE FEr
14 GAGE (MIN -6 MESH
SPACING (MAX) FASTENED
BY 1 WIRE STAPLES,
TIE WIRES, OR HOG RINGS
FILTER FrR1C ALONG
LENGTH NO JOINTS)
STAPLE R WIRE TO FENCE
4*X4' TRENCH TO
BE BACKFILIXII
AND COMPACTED
UPSLOPE
1-3 PH
5IVILFENCLUSTAON
(NO SCALE)
DOUBLE STRAND 12 CA.
WIRE TWISHED IN RUBBER
HOSE 6" FROM TOP OF
SUITABLE CORD ii* b1
STAKES
BANDING
BURLAP OR HEAVY 0 Aiiii,
CREPE TREE WRAP 11 /01Ae tioo p o 001
MATERIAL 11/411111.041W"
LIGHTLY HIGHER THAN
PLACE SOIL BALL
SLIGHTLY
EXISTING GRADE. MOUND
SOIL OVER BALL
FINAL GRADE
Vreii Lar-
.4 i MN.
WEED BLOCK
FILTER FABRIC
SOIL BACKFILL TO BE 75%
TOPSOIL 25% PEAT
(TAMPED)
REMOVE BINDING
PRECAST CONCRETE END SECTION DETAIL
(NO SCALE)
DOWN-
SLOPE
tit
4:7-1 r:
1 ft„I t'
T 1:
I
I 71 1 7 1 0 0 0 t t _r
1 I
ING
7 1 NOTE: STAKE GUY
TREES AS SHOWN 1F
X SITE CONDITIONS DICTATE
EXISTING SUBSOIL OR
COMPACTED BACKFILL
RE
(NO SCALE)
CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED
CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS II AS SET OUT IN STANDARD SPECIFICATIONS)
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE,
A.S.T.M. DESIGNATION C-76 CLASS 11 FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER
Or STEEL IN THE *C* PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES
ARE FLUSHED. THE JOINT SHALL BE COMPLETELY FILLED WIN MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING
TRANSITION APPROXIMATELY 10'-0" IN LENGTH.
1 1 /2 "R. 1 1 /2 "R. VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSMON OF STEEL AND THE
SECTION Y—Y INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WIT)-1 THE VARIATIONS IN DIMENSIONS AS PRDED IN THE
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, S.T.M. DESIGNATION C-
76.
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE 15 USED, A "PIPE END SECTION* COMPARABLE
TO 11-fAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER.
EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED.
END SECTIONS WILL BE PAID FOR I AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE
IN PLACE AND ACCEPTED.
CONCRETE PIPE TOC ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST
THEREOF SHALL SE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "'PIPE END SECTION."
CAP PLANTING PIT W/
2-3" OF CLAY TOPSOIL
PRIOR TO MULCHING
3" LAYER OF SHEDDER
HARDWOOD MULCH
INSTALL FERTILIZER
TABLETS OR SPIKES
EARTH SAUCER
i
.7 1
t
.3* LAYER OF SHREDDED
HARDWOOD BARK MULCH
CAP RANTING PIT W/ON
SITE CLAY TOPSOIL PRIOR
TO MULCHING (2-3")
EARTH SAUCER
FIN. GRADE
EXISTING SOIL OR
COMPACTED BACKFILL
RUB PLANTING DETAIL
J.
(NO SCALE)
NOTES:
km OUTSIDE DIAMETER
D INSIDE DIAMETER
d i• DEPTH OF BEDDING
MATERIAL BELOW PIPE
ALL BEDDING SC INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
MIN. 9" OF CLEARANCE SHALL
BE PROVIDED ON EACH SIDE
OF ME INS rALLED PIPE
WITHIN 5' OF, OR UNDER, PAVED AREAS
1
OUTLET PIPE
6"
6" MAX.
J. INLET FRAME AND GRATE TO BE
NEENAH R-3404-5 OR EQUAL.
1. IINLETS TO BE CONSTRUCTED IN ACCORDANCE"
WITH INDANA STATE HIGHWAY SPECIFICATIONS
2. MINIMUM CONCRETE COMPRESSIVE
STRENGTH TO BE 4,000 PSI (CLASS A)
PLACE SOIL BALL SLIGHTLY
HIGHER THAN FIN,, GRADE.
MOUND SOIL OVER BALL,
RHODODENDRONS OTHER
ERICACEOUS PLANTS, PLACE
AND MOUND PEATMOSS
OVER BALL MULCH
HEAVILY.
INSTALL FERTILIZER TABLETS
OR SPIKES
I
■,7
SOIL BACKFILL TO RE 75%
TOPSOIL 25% PEATMOSS
TAMPED TO PREVENT
SETTLEMENT.
8 +12'
1/4
Lj
A•
7
4,1 sliiORADE
•A•4 Att-. --t. 1 .t 8 01A•
A CI<FtLL WITH CLEAN ,GRANULAR
MA RI AL AS REQI BY
INDIANAPOLIS DIP7 OF
TRANSPOS TAM* STANDARDS
"II" BORROW OR outv.
GRANULAR MAI
(0MPACTtO TO 95%.
STANDARD PPOCTOR DENSITY
#8 CRUSRED S ONE II
CLASS 1 GRANULAR BEDDING d
MATERIAL
STORML_PIPE BEDDIgG SECTION:
arommoramoo
(NOT TO SCALE)
PIPE
(F REQ(JIRED)
BY:
r ILYPE INLE T L MODIFIED)
NOT TO SCAL
PROJECT
A_EO4C
/a
N1):: 900 103i xtl- t
STATE OF
••.(frpite."
IN
/III ItO
4,
j t•tt.'„
„t 1,- 1,
Ts'
ED MARTIN PONTIAC
PARKING LOT EXPANSION
9896 MICHIGAN ROAD
CARMEL, INDIANA
MISCELLANEOUS DETAILS
SCALE:
1' 40'
SHEL7 NO.
C106
4