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ORNER STATE OF INDIANA �� �\ \,�; ��\,� X12 44�E ��.
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BOOK 200, PAGE 2-90
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10 9 8 7 6 5
3 I 2 1 1
CONCRETE ROLL CURB & GUTTER
NO SCALE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL BE SIMILAR SHAPE
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
CONCRETE CURB POLICY.
MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO
CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT
EXISTING GRADE
3 (MAX) PROPOSED 1 3 MAX �I
GRADE�
it 11-1 I I- -- I 11=f I I-1 I lii I I III-
UNDERCUT SWALE BY 0.2'
INSTALL FILTER FABRIC o TO ALLOW FOR FUTURE SILTING
ON PERIMETER OF�,
TRENCH AND OVERLAP PIPE SHALL CONFORM TO SPEC REQUIREMENTS
AT SUBGRADE LEVEL OF SECTION 907 OF STANDARD SPECIFICATION
#8 WASHED AGGREGATE 3'
DOUBLE WALL PER 401.01 OF THE STORM WATER
TECHNICAL STANDARDS MANUAL
TYPICAL SWALE DETAIL (LESS THAN 1�' MINIMUN SLOPE
NO SCALE
CWAI F CFFII UIY I IURC
VEGETATED SWALE SECTION
(NO SCALE)
50' RIGHT-OF-WAY
3. 10' 30' 10'
� 5' 1 5' 2' 13' 13' 2' 5' 5' m
LOCATION OF SLOPg
PROFILE GRADE 1/4 /FT.
LEVEL LINE CROWN 1 4" FT
CONC. ROLL CURB GONG. WALK
2' MIN. — 11.I I III—III—III—III—I 11 III—III-1 1= 2' MIN.
PROPOSED ASPHALT
MIN 6" SUBSURFACE DRAIN MIN 6" SUBSURFACE
1.5" -HMA #ll SURFACE
IN TRENCH W/ AGGREGATE 2" -HMA #8 BINDER MIN. RIGID PAVEMENT DRAIN IN TRENCH
PREPARED 3UBGRADE 3" -HMA #51) BASE 6" PLAIN CONCRETE W/ AGGREGATE
7'-#53 STONE
NOTE: PIPE UNDERDRAIN TO CONFORM TO CITY OF
CARMEL STANDARDS
*ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON
TYPICAL SECTION -LOCAL STREET_
(NO SCALE)
O
SPILLWAY WIDTH
I i
7
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II
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; "EMERG" SPILLWAY ELEVATION
W
q
I= IP.
/
SPILLWAY WI
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DESIGNATION: I ELEV.: ELEV.: ELEV.:
WE1• ..,.
:CONCRETE R', . ?
3.5'
'•�.
24'cd
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f
812.50 809.90 809-10
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SPILLWAY ELEVATION
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3" TOP SOIL
18" RADIUS
TYPICAL SECTION
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(NO SCALE)
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CLASS A
COMPACTED / ��: • � �
CONCRETE �r ?'.• .a �
O �
M 00 M
BACKFILL
+ `
CONCRETE ROLL CURB & GUTTER
NO SCALE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL BE SIMILAR SHAPE
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
CONCRETE CURB POLICY.
MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO
CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT
EXISTING GRADE
3 (MAX) PROPOSED 1 3 MAX �I
GRADE�
it 11-1 I I- -- I 11=f I I-1 I lii I I III-
UNDERCUT SWALE BY 0.2'
INSTALL FILTER FABRIC o TO ALLOW FOR FUTURE SILTING
ON PERIMETER OF�,
TRENCH AND OVERLAP PIPE SHALL CONFORM TO SPEC REQUIREMENTS
AT SUBGRADE LEVEL OF SECTION 907 OF STANDARD SPECIFICATION
#8 WASHED AGGREGATE 3'
DOUBLE WALL PER 401.01 OF THE STORM WATER
TECHNICAL STANDARDS MANUAL
TYPICAL SWALE DETAIL (LESS THAN 1�' MINIMUN SLOPE
NO SCALE
CWAI F CFFII UIY I IURC
VEGETATED SWALE SECTION
(NO SCALE)
50' RIGHT-OF-WAY
3. 10' 30' 10'
� 5' 1 5' 2' 13' 13' 2' 5' 5' m
LOCATION OF SLOPg
PROFILE GRADE 1/4 /FT.
LEVEL LINE CROWN 1 4" FT
CONC. ROLL CURB GONG. WALK
2' MIN. — 11.I I III—III—III—III—I 11 III—III-1 1= 2' MIN.
PROPOSED ASPHALT
MIN 6" SUBSURFACE DRAIN MIN 6" SUBSURFACE
1.5" -HMA #ll SURFACE
IN TRENCH W/ AGGREGATE 2" -HMA #8 BINDER MIN. RIGID PAVEMENT DRAIN IN TRENCH
PREPARED 3UBGRADE 3" -HMA #51) BASE 6" PLAIN CONCRETE W/ AGGREGATE
7'-#53 STONE
NOTE: PIPE UNDERDRAIN TO CONFORM TO CITY OF
CARMEL STANDARDS
*ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON
TYPICAL SECTION -LOCAL STREET_
(NO SCALE)
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SPILLWAY WIDTH
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; "EMERG" SPILLWAY ELEVATION
i
I= IP.
/
SPILLWAY WI
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DESIGNATION: I ELEV.: ELEV.: ELEV.:
WE1• ..,.
:CONCRETE R', . ?
3.5'
'•�.
812.50 809.90 809-10
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'EMERG' 812.50 810.13 810.10
55'
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TYPICAL SECTION
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LAKE TOP OF BANK 100YR SPILLWAY
SPILLWAY
DESIGNATION: I ELEV.: ELEV.: ELEV.:
WIDTH:
3.5'
812.50 809.90 809-10
V`
'EMERG' 812.50 810.13 810.10
55'
Z
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S P I LLWAY
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TYPICAL SECTION
(NO SCALE)
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3
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SHEET NO.
1-4
SCALE: 1 " = 50' C 02
0 25 50 100 PROJECT NO.
W130101
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SHEET NO.
1-4
SCALE: 1 " = 50' C 02
0 25 50 100 PROJECT NO.
W130101
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