HomeMy WebLinkAbout03080001 Construction Plans for Ballantrae pg. 133 "M IN
FINISH GRADE
INFISHIELD "UNIBAND
BUTYL RUBBER
FINISH GRADE OR PAVEMENT
CASTING FRAME COVER AS SPECIFIED
NON- ASPHALTIC MASTIC
R UTY
BL RUBBER SEAL
BETWEEN JOINTS
4' -O" DIA,
16" (TYP.)
DIAMETER "F"
1 0
FULL HEIGHT MANHOLE
STEPS AS REQUIRED
DIAMETER
-BASE SHALL BE PRECAST
AND SHALL HAVE f#4 BARS
REQU R FOR ECAST BASE AT 12' O.C. BOTH WAYS
S TA N DARD STORM MANHOLE
FOR PIPE SIZES 27"-48"
1/2" PERFORMED JOINT FILLER
TRANSVERSE JOINT
TRANSVERSE JOINT
(PLAN VIEW)
5.0' (min)
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
NOTE: SIDEWALK BUILT WITH DRIVEWAY SHALL HAVE
MINIMUM THICKNESS OF 5" OR THICKNESS OF
DRIVEWAY, WHICH EVER IS GREATER.
MANHOLE CASTING SCHEDULE
FAST ,JORDAN I 1045A
R1642
CASTING SHALL BE EITHER SELF SEALING OR WATERTIGHT,
(SEE PLAN Sc PROFILE SHEETS FOR CASTING TYPE), LIDS
SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED
PICKHOLES, FRAME SHALL BE SET ON DOUBLE ROW OF
KENT SEAL, (SEE MANHOLE CASTING SCHEDULE).
ITh STANDARD PRECAST MANHOLE
CAP OR ECCENTRIC CONE
5
CONCRETE REDUCER CAP
NOTE:
MANHOLE CONFORMS TO
ASTM C -478
NO BRICK OR BLOCK WILL
8 BE ALLOWED IN MANHOLE
0-RING GASKET
NON- ASPHALTIC MASTIC
OR BUTYL RUBBER SEAL
BETWEEN MANHOLE JOINTS
1/2" PER FOOT SLOPE
INVERT ELEVATION
(NO SCALE)
7 INTERIOR JOINTS AND LIFT HOLES
SHALL BE SEALED WITH NON ;SHRINK
GROUT PER SPECS
SET BARREL JOINTS ON DOUBLE ROW
OF KENT SEAL
MANHOLE REINF. PER ASTM SPECS
CLASS A
4" CONCRETE
PRECAST CONCRETE ADJUSTING RING
CK OF CURB
PIPE DIA. PER PLAN PROFILE
BENCHWALL SHALL BE CLASS "B" CONC.
BENCHWALL HEIGHT SHALL BE 8O% OF PIPE DIA.
ILE
MANHOLE-TO-PIPE CONNECTION BOOTS SHALL
BE A- -LOCK, DURA SEAL, OR APPROVED EQUAL
6" MIN. COMPACTED #8 STONE
GRADED LAWNS
(FOR FLEXIBLE PIPE, INCLUDING LATERALS)
5' -0" MIN,
SLOPE 1/4"/FT.
PREPARED SUBGRADE
FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS, THE TRENCH
SHOULD BE OVER EXCAVATED A MINIMUM OF 6" AND REFILLED
W /GRANULAR MATERIAL.
SANITARY .SEWER PIPE BEDDING
SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS,
AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD
(NO SCALE) SPECIFICATIONS.
30' MIN
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH
SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND
COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
NOTES1
1. PIPE BEDDING FOR LATERALS SHALL BE THE SAME AS FOR MAIN LINE SEWER.
2. NORMAL GRADE FOR LATERALS SHALL BE 1/4" PER FOOT.
3. MINIMUM GRADE FOR LATERALS SHALL BE 1/8" PER FOOT.
4. ALL FITTINGS SHALL BE SDR 26.
5, DEPTH AT PROPERTY LINE TO BE APPROX. 5 FEET BELOW ESTABLISHED
GRADE EXCEPT WHERE MAIN LINE GRADE FIXES SHALLOWER DEPTH OR
WHERE BASEMENTS DICTATE A GREATER DEPTH.
6. MARK END OF LATERAL AT PROPERTY LINE WITH A METAL FENCE POST.
(NO SCALE)
Mn-- II
4" SIDEWALK I MIN. 4" TOP SOIL
30 MIN
SEC OJ A-A
BEDDING MATERIAL TO BE
CRUSHED #8 STONE.
COVER AND SEAL
END OF LATERAL
PROPERTY OR
EASEMENT LINE
LATERAL DETAIL
SCALE: NONE
UGHTLY COMPACTED BACKFILL
(OR GRANULAR WHERE
SPECIFIED ON PLAN AND
PROFILE SHEETS)
INSTALL CONC, KICKER
BLOCK. POUR AGAINST
UNDISTURBED EARTH,
FULL WIDTH OF TRENCH.
A
PLAN VIEW
VAR. PIPE $IZE
MAX, ,4
1 B
6"0 LATERAL
MAIN SEWER LINE
EROSION CONTROL SEEDING LIMITS EROSION CONTROL SEEDING LIMITS
V. RIA :LE
EROSION CONTROL:
A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING
OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION
PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE
SEEDED AS FOLLOWS:
A, SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION
LIMITS WITH 51/ACRE "REDTOP GRASS 20# /ACRE "RYE
GRASS 20#/ACRE "BLUEGRASS 25# /ACRE "FESCUE" AND
600# /ACRE 12 12 12 FERTILIZER.
B. CUT /FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE
WITH 25# /ACRE "FESCUE 20# /ACRE "RYE GRASS 15# /ACRE
"BLUEGRASS" AND 800# /ACRE 12 -12 -12 FERTILIZER.
C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR
EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED
HARDWOOD OR EROSION CONTROL MAT.
D. DEVELOPERS OPTION: CONSTRUCTION AREAS REQUIRING EROSION
CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED
AND FERTILIZER SPECIFICATIONS.
NOTE: WHEN HYDRANTS ARE SET IN BETWEEN THE
CURB SIDEWALK OR BETWEEN THE SIDEWALK
THE ABUTTING PROPERTY, NO PORTION OF THE
HYDRANT SHALL PROJECT OVER THE SIDEWALK.
IF HYDRANT IS INSTALLED BEHIND THE CURB, THE
H HRANT TBIS TO BEE NS AL ED W/A STEAMER CAP
COLLAR PER LOCAL
FIRE DEPT, REQUIREMENTS
VALVE BOX COVER
FLUSH WITH GRADE
PLACE LOOSE
STONE OR GRAVEL
AS SHOWN
VARIABLE VARIABLE
SET ELBOW ON SOLID EARTH, BROKEN
STONE, OR WELL TAMPED G
HOSE AND PUMPER CONNECTIONS SHALL HAVE THE
SAME TYPE AND NUMBER OF THREADS PER INCH TO
MATCH THOSE OF THE LOCAL FIRE DEPARTMENT
FIRE HYDRANT DETAIL
VARIABLE YARLABLE
DRAINAGE SWALE SECTION
FINISH GRADE
(NO SCALE)
Id(�"1JID11
8'(MIN)
NEENAH R -4,342 01? EQUAL
II
ELEV. ins_.
WALLS 2 STONE
01.2, LL1
2 18 MAX.
SIZE
4' -0" SQ. CONC. BASE1
(1) LINE 0.116" PIPE MESH W.W.F.
DITCH GRATE INLET
(NO SCALE)
WATER LINE- -STORM SEWER CROSSING'
3" TOPSOIL
BACKFILL
NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 4
I 1 --1
(NO SCALE)
SECTION VIEW END VIEW
EXPANSION JOINTS ARE RE AT STORM INLETS.
CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS.
SPACING SHALL BE 5' ON CURYE RADII.
CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED
CURBS TO A DE OF 1/2' MIN.
ffriEFITT
SUBGRADE AGGREGATE
COMBINED CONCRETE (DEPTH VARIES)
CURB GUTTER
(TYPE III) (NO SCALE)
TO BE USED AT ISLAND LOCATION
NOTE: FACE MAY BE BATTERED TO FACILITATE SLIP
FORMING, CURE ALL EXPOSED SURFACES. DAMPEN
SUBGRADE BEFORE POURING CONCRETE.
!CASTINGS SHALL CONFORM
TO SECTION 909.05 CITY OF
CARMEL STANDARDS.
SLOPE 1 /4 /pr TC. ELEVATION
r- NEENAH R- 3501 -N
I-- 5'(MINH
#53 STONE
MONOLITHIC OR
.2" HOLES r PRECAST CONCRETE
CONSTRUCTION
,f2 STONE
CONC. WALLS
CURB INLET
VAR. PIPE SIZE
18" MAX.
(NO SCALE)
WILL BE ACCESSABLE WITH STEPS
(NO SCALE)
LAKE CROSS SECTION (WALLED)
TYPICAL SSD LATERAL TO
INDIVIDUAL LOTS ALONG STREETS
HAMILTON CO. STANDARD PLAN
VERTICAL WALL
PER DEVELOPER
SPECS.
NORMAL POOL
ELEV, 881.20'
12" MIN
NOTE:
TEMPORARY EXTENSION
TO BE REMOVED UPON
HOU
ALL MEASUREMENTS TO
MEASURED FROM BACK
(NO SCALE)
REDUCING "T"
REQUIRED
ABOVE GROUND
CONNECTION TO
BE
OF CURB.
146TH STREET
RIGHT
PAVEMENT SECTION
10' (12' CUL -DE -SAC)
PREPARED SUBGRADE
TOP OF WALL
ELEV. 886.20
MIN 4" SSD
COMPACTED GRANULAR SUBGRADE
OF -WAY
LEVEL UNE
1"-H.A.C. SURFACE
3 H.A.C, BINDER
9 AGGREGATE BASE #53
(NO SCALE)
1"-H.A.C. SURFACE
5 H.A.G. BINDER
14" -STONE BASE
(NO SCALE)
50' RIGHT -OF -WAY
30' (26' CUL -DE -SAC)
12" C TO C
MAX. SPACING
E +2T
SECTION A-A
CONC. PIPE TOE ANCHO BE THE SAME ON 6
REINFORCED CONCRETE PIPE
ASTM DESIGNATION C -76 GLASS "A" CONCRETE
LONGITUDINAL SECTION
8 "1-- -1
PLAN VIEW
TYPICAL SECTION -LOCAL STREET
GROOVED ON OUTLET
END TONGUE END ON
INLET END
NOTE: METAL PIPE END SECTIONS 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 INDOT STANDARD SPECIFICATIONS)
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE,
A,S,T.M. DESIGNATION C -78 CLASS II FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER
OF 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 FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH 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.
VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE
INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-
MAY BE USED WITH CONCRETE
PIPE PROVIDING THE METHOD
OF CONNECTION IS APPROVED
BE THE ENGINEER PRIOR TO
(EXCEPT
DIA.
CONCRETE
END SECTION
PIPE
CULVERT
COMPUTED LENGTH "=.4 RIP -RAP TO BE PLACED
OF CULVERT r S c nrin, ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
PAY LENGTH-1- CALLED FOR ON PLANS
OF CuLvtrti SLOPE (V) DETAIL CONCR
SHALL BE NCLUDED TNT HE S SHALL BE CONTRACT UNIT R PRICE N PER L EACH C F R "PIPE END SECTIOPIPE END THE COST
PROPOSED GRADE
NOTES
0 See Standard Drawing E 804- SWCR -02
for groove details.
See Standard Drawings E SO�4"SWCR -02
for details of the det warnin surface,
0 Sidewalk across approach shall be
sloped et 50:1 maximum 'transversely.
0 in case of concrete driveway them will be
no curbs. Tbls aide shall be adjusted
accordingly.
(g) lndicatlad area den ay limits
1 See Standard Drawing E 804 SWCR -03
for typical ramp construction cietalIe.
12. Seel Standard Drawing E Otk- 5WCR -01
and -02 for Location Plan and General
Note rer iVely,
GENERAL NOTES
0 Thou dimoneiona ate bated do a 6 In. cxrtb
ha jtrt, They shad by proporttonely adjosiod
for other Guth hebhtrs.
0 Whore onto InftaadbIlty prookuilir construction
to the width shown, such width may be
decreased to a minimum of 5'•0.
0 b o t t o m
t!<rlttt wtih tiw 0E12 of ad»sa nt pavement
end giber lime,
0 Lancing woes at the top of curb ramps shall
tncrw moxMum cross slope of 60:1 In any
the ca. When► aitn Infeesbiity precludes
a lancing elope of 60 :1 h any dtrectian, the
slope perpendicular to the curb face ettel not
fumed 60 11,
It Infeasibility precludes conetruc Lion to
the width ahc cum, th. landing width may be
decreased to 3 mint num, T1te mooing
dope of the curb ran'4 maybe deepened to
a rntedmurn of 10 :1 for a maximum 0 Irl`
rice.
7. Sea Standard Drawing E XVCR
6V•12 for
Imprvrud acme' on narrow ddowakrr,
B. Atgabrala dltr ante In Ur dos between the bazr
of curb ramp and the gull& shall be lenitad to il4.6
than 11%. If It to not precical, a 2'-0 wkie
level sip shall be provided. See dotal ak h.
Swam plaitam
TRUNCATED DOMES USED
Its DETECTABLE WARI'4ING
Detbr�rble waning brick
ratted sand ntbdure
Bang bed
I 1' Concrete blase
PAVE1 'NT
SiOPQ 12 'f
Construction of curb H
separated tr+ rn ramp
PAVEMENT
*x 2'
ALTERNATE CURB CONSTRUCTION
6.33%4% 15.38% 11%
9.53 rtr 5 mexl�t urn
Provide 2'4 level strip M
algebras differs MO
vxc ll 1116
Provide curb ea required,
may be (*moot with
Wel strip.
CHANGE OF GRADE
DETAIL CF RAMP GROOVES
SIDEWALK CURB RAMPS
GENERAL NOTES DETAILS
PT 48ER
8'TAnoAno I]RAmo NO. E 604- 3WCR•O2
TTT t
CONC. WALK
ROLL CURB
MIN. RIGID PAVEMENT
8" PLAIN CONCRETE
(NO SCALE)
=1 1/2 "R, 1 1/2 "R:
SECTION i
1'(min)
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE
TO THAT 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 AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE
PRECAST CONCRETE END SECTION DETAIL
Call Monday through Friday -7 AM to r PM
1 -800 1 -800
382 -5544 428 -5200
Within Indiana Outside Indiana
PER INDIANA STATE LAW IS -69- 1991, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
T (MIN)
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T•LERENCE 1
(NO SCALE)
MANHOLE (DIA. 'F') MANHOLE ((DA. 'F")
PIPES ENTERING/ PIPES ENTERING/
PIPE SIZE LEAVING AT LEAVING AT
(DA. "G 0 -45 DEGREES 48 -90 DEGREES
27' -30 60" 80'
33 -38" 60" 72"
42' 72" 84"
48' 72" 98'
SHEET NO.
PROJECT NO.
W02 --0950