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NOTES:
i.) CONTRACTION IowrS SHALL BE PLACED EVERY 20' MAX. TO
A DEPTH OF
2.) FULL DEPTH SFPER.ATORS ARE NOT PERMITTED EXCEPT AT
EXPANSION JOINTS.
3) EXPANSION JO ''YTS TO BE PLACED 0 100' MINIMUM.
4.) FACES MAY BE BATTERED TO FACILITATE SLIP FORMING.
5) CURE ALL EXPOSED SURFACES.
COMBINED CURB & GUTTER
(TYPE II)
NO SCALE
a
CURB AT DRIVE ENTRANCE
(TYPE I)
NO SCALE
I
1 / -1/4" EXP. JOINT
END OF CURB (TAPERING)
NO SCALE
h
�I
b I FINISH
GRADE
PLACE EXPANSION JOINT AT BACK
A /- OF CURB LINE OR AT SIDEWALK LINE
SIDEWALK
B RAMP B
ILN I
j
DESIRABLE RAMP SLOPE I"//FT 1 0' 1 1 O:
MAXIMUM I 1%r /FT
PLAN VIEW
_ PAVEMENT � RAMF � SIDEYYALK —J
1 !
D p D
1 2•, 1 ° p D
D D p
p ° D
p D D D
D n
SECTION A -A
VARIES_ WIDTH OF RAMP (4 MIN) VARIES
I
SECTION B -B
HANDICAP RAMP DETAIL
NO SCALE
i
A
EARTH OR
SIDEWALK SURFACE
CONCRETE CURB AND GU,IER
r PAVEMENT
#8 AGGREGATE — '
PIPE MATERIAL:
SHALL MEET GENERAL INDUSTRY
STANDARD FOR CLAY, CONCRETE,
CORRUGATED METAL, PLASTIC, OR
D. 0. T APPROVED EQUAL, OPEN
JOINT OR PERFORATED.
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(MIN.) (MIN.;
PIPE UNDERDRAIN
(TYPICAL INSTALLATIONS)
NO SCALE
SOLID MANHOLE GRATE
AND CONCRETE ADJUSTING RING
PLAN VIEW
A
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E.L. 860.203:
NOTE.'
it
5012" O.C.
EACH WAY)
- 6 ®9° 0 C
#
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JOINTS SHALL BL CUT
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509"
O.C.
$
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REDUCER CAP
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ALL WALLS)
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72' -84 108"
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#8 AGGREGATE — '
PIPE MATERIAL:
SHALL MEET GENERAL INDUSTRY
STANDARD FOR CLAY, CONCRETE,
CORRUGATED METAL, PLASTIC, OR
D. 0. T APPROVED EQUAL, OPEN
JOINT OR PERFORATED.
— I
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(MIN.) (MIN.;
PIPE UNDERDRAIN
(TYPICAL INSTALLATIONS)
NO SCALE
SOLID MANHOLE GRATE
AND CONCRETE ADJUSTING RING
PLAN VIEW
A
BOX STRUCTURE
scALE.
NOTES.
1. ALL CONCRETE IN THE STRUCTURE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 4000 PSI.
2. ALL REINFORCING STEEL SHALL CONFORM TO AS I U A615, GRADE 6C
3. THE CLEAR DISTANCE BETWEEN REINFORCING STEEL AND THE DACE OP-
CONCRETE SHALL BE AS FOLLOWS:
TOP OF SLABS 2'
BOTTOM OF BOTTOM SLAB AND r'OCTINGS 3"
ALL OTHER LOCATIONS 2"
4. MINIMUM LAP AND EMBEDMENT WILL BE 40 BAR DIAMETERS UNLESS
OTHERWISE NOTED.
5. EXISTING BOX TO TIE INTO PROPOSED BOX STRUCTURE.
TREE PROTECTION DETAIL
NO SCALE
STEEL TEE
r POST • 10' O.C.
I
SNOW FENCE ALONG
DRIP LINE OF TREE
(FENCE TWE TO BE
SUBMITTED FOR REVIEW)
Y
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E.L. 860.203:
NOTE.'
it
5012" O.C.
EACH WAY)
- 6 ®9° 0 C
#
�j5 ®9" O.0
JOINTS SHALL BL CUT
'
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509"
O.C.
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BOX STRUCTURE
scALE.
NOTES.
1. ALL CONCRETE IN THE STRUCTURE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 4000 PSI.
2. ALL REINFORCING STEEL SHALL CONFORM TO AS I U A615, GRADE 6C
3. THE CLEAR DISTANCE BETWEEN REINFORCING STEEL AND THE DACE OP-
CONCRETE SHALL BE AS FOLLOWS:
TOP OF SLABS 2'
BOTTOM OF BOTTOM SLAB AND r'OCTINGS 3"
ALL OTHER LOCATIONS 2"
4. MINIMUM LAP AND EMBEDMENT WILL BE 40 BAR DIAMETERS UNLESS
OTHERWISE NOTED.
5. EXISTING BOX TO TIE INTO PROPOSED BOX STRUCTURE.
TREE PROTECTION DETAIL
NO SCALE
STEEL TEE
r POST • 10' O.C.
I
SNOW FENCE ALONG
DRIP LINE OF TREE
(FENCE TWE TO BE
SUBMITTED FOR REVIEW)
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PRECAST MANHOLE PER
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CONCRETE WALK SECTION
NO SCALE
4-
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ADDITIONAL REINFORCEMENT
AT TOP OPENING
PROPOSED NO SCALE
8" SD
GRADE AS PER
PLANS
1" HA.0 SURFACE
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Cr COMPACTED AGGREGATE # 53
—I "- COMPACTED SUBGRADE
TYPICAL PAVEMENT DETAIL
NO SCALE
STABILIZATION
PRACTICE.' JAN. FEB. MAR, APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
PERMANENT A • / / / / ! / / / / • • / l / ►
SEEDING
DORMANT B 8 - 10
SEEDING
TEMPORARY C —�' f D -1
SEEDING — — — — — — •/// l / / /• —�— — — — —
F•• • //i // I / / / / /• ---- -0
SOD — — — — — — — — — — — — — — — — -- —
G —
MULCHING — -- —
A = KENTUCKY BLUEGRASS 40x CREEPING RED FESCUE 40X ANNUAL RYEGRASS 20X
PLUS 2 TONS OF STRAW MULCH/ ACRE
APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT.
B = KENTUCKY BLUEGRASS 30X, CREEPING RED FESCUE 70X,
PLUS 2 TONS OF STRAW MULCH/ ACRE
APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ•FT.
C = SPRING OATS J BUSHEL PER ACRE
D = WHEAT OR RYE 2 BUSHEL PER ACRE
E = ANNUAL RYEGRASS (1 LB. PER 1000 SQ. FT.)
F = SOD
G = STRAW MULCH (90 LBS. PER 1000 SO- FT)
9/1 ! • IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER.
• • IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
SEEDING SCHEDULE
NO SCALE
SEE PLANS FOR
ADJUSTER RING REO'D. � TYPE OF (itSTING
x 71 COVER CAP
CAST IRON MH STEP 1
OR APPROVED EOUAL j
4" MI 4' —O'
A4 N LE
TYPE
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30'
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PRECAST MANHOLE PER
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MAX. PIPE SIZE
RT. TO MAINLINE
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EXISTING
PAVEMENT
OUTLET PIPE
NOTE 6' CONC PRECAST OR
POURED W PLACE
INLET TYPE "A' (TYPICAL)
(12" TO 18" PIPES)
NO SCALE
LANE WIDENING
VARIES FROM 0' TO 12'
AW CUT 2' CONCRETE
CURB & GUTTER
_ 1 /4 / F-T' n
NOTE:
PIPE SHALL CONFORM TO REQUIREMENTS
OF SECTION 906.17 OF STANDARD SPECIFICATIONS
OLD MERIDIAN STREET
NO SCALE
U BITUMINOUS MIXTURE
1 1/2" HAC SURFACE
- 4' HAC BINDER
- 9" COMP. AGGREGATE BASE #53
- BITUMINOUS TACK COAT REQUIRED
III- —
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PIPE UNDERDRAIN
SUBGRADE TO BE COMPACTED
IN ACCORDANCE WITH SECTION
207 OF THE CURRENT I.D.O.H.
SPECIFICATIONS,
I 4'
CONC.
WALK 3
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0
NO
0
f-
: 1
o
6"
3
OUTLET PIPE
NOTE 6' CONC PRECAST OR
POURED W PLACE
INLET TYPE "A' (TYPICAL)
(12" TO 18" PIPES)
NO SCALE
LANE WIDENING
VARIES FROM 0' TO 12'
AW CUT 2' CONCRETE
CURB & GUTTER
_ 1 /4 / F-T' n
NOTE:
PIPE SHALL CONFORM TO REQUIREMENTS
OF SECTION 906.17 OF STANDARD SPECIFICATIONS
OLD MERIDIAN STREET
NO SCALE
U BITUMINOUS MIXTURE
1 1/2" HAC SURFACE
- 4' HAC BINDER
- 9" COMP. AGGREGATE BASE #53
- BITUMINOUS TACK COAT REQUIRED
III- —
E1
!I1!1
PIPE UNDERDRAIN
SUBGRADE TO BE COMPACTED
IN ACCORDANCE WITH SECTION
207 OF THE CURRENT I.D.O.H.
SPECIFICATIONS,
I 4'
CONC.
WALK 3
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