HomeMy WebLinkAbout1THIS INSTRUMENT PREPARED BY:
DAVID J. STOEPPELWERTH
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE: (317)-849-5935
FAX: (317)-849-5942
DEVELOPED BY:
CHESWICK CORPORATION
P.O. BOX 553
CARMEL, INDIANA 46032
SUBMISSION DATE: 6/16/97
SOURCE OF TiTLE:
WARRENTY DEED INSTRUMENT86-27577
David J. stoeppelwerth
Registered Land Surveyor
No. SO474
No.
30474
s STATE OF
9.1 Commission's Certificate:
Under Authority provided by Chapter 174. Acts of 1947, enacted by the General Assembly of the
State of Indiana, and all acts amendatory thereto, and an ordinance adopted by the Common
Council of the City of Carmel, Indiana. This plot was given approval by the City of Carmel, as
Adopted by the Carmel City Plan Commission at a meeting held
DEPARTMENT OF COMMUNITY SERVICES
25
LOT NUMBER
®
LOT ADDRESS
D.U.&S.S.E.
DRAINAGE, UTILITY & SANITARY SEWER EASEMENT
D.U.&S.E.
DRAINAGE UTILITY & SEWER EASEMENT
D.&U.E.
DRAINAGE & UTILITY EASEMENT
L.M.A.E.
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
S.L.E.
SIGN LANDSCAPE EASEMENT
B.L.
BUILDING LINE
N.R.
NON RADIAL
MONUMENTS
• DENOTES A "COPPERWELD" 5/8" DIA.STEEL ROD
12" LONG WITH 1-1/2" DIA. TAPERED BRASS CAP
HAVING A CUT "X" IN TOP SET FLUSH WITH THE
FINISH STREET SURFACE.
❑ DENOTES A 4"X4"X36" LONG PRECAST CONCRETE
MONUMENT WITH A CROSS CAST IN THE TOP TO BE SET
WITH THE FINISH GRADE.
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N89'49'31 "W
SEC. 22-T18N-R3E
CHESWICK PLACE
SECTION 4
SECONDARY PLAT
CURVE TABLE
1 inch = 50 ft~
CURVE
RADIUS
I LENGTH
TANGENT I
CHORD
BEARING
DELTA
C-33
100.00
157.08
100.00
141.42
S44'49 31 E
90'00 00
C-34
30.00
21.90
11.47
21.42
N32'02 20 W
41'49 59
AN
k�,d ��W Pte, X00
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N.000 NN r605.0
63'2 ' 4" W S3 5 5126,
\ 32.38 j> g$ /�\ S�Q �e
323 101.22
\ 9 62.72' 38.51'
43. � \ �- � •,9s, \
I
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152
I W
29,850. sq.ft. 151 ?ti ry /a
I29,796. sq.ft.
2 `150
44,005. sq.ft. ' 0
,.°ti to
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72.27'--1� \20.48• to
30' D.&U.E. v"''`` VARF) I
3614' 14.13' 78.41' 32.64'
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42'35'15"W
�Q6.02'
- N8 '04'33"W
254'
N61 Sly, \
P., ?.O
SOUTH LINE S.W. 1/4
SEC. 22-T18N-R3E
N89'49'31 "W
\\ 18.95'
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SHEET i OF 2
THIS INSTRUMENT PREPARED BY:
DAVID J. STOEPPELWERTH
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE: (317)-849-5935
FAX: (317)-849-5942
DEVELOPED BY:
CHESWICK CORPORATION
P.O. BOX 553
CARMEL, INDIANA 46032
SUBMISSION DATE: 6/18/97
SOURCE OF TiTLE:
WARRENTY DEED INSTRUMENT 1 86-27577
Cheswick Place
Section Four
I, the undersigned Registered Land Surveyor, hereby certify that the includol; let
correctly represents a subdivision of a part of the Southwest Quarter of Se tion 22.
Township 18 North, Range 3 East in Hamilton County, Indiana, being more particularly
described as follows:
Beginning at a stone marked with an "X" marking the Southwest comer of said Quarter
Section; thence South 89 degrees 49 minutes 31 seconds East along the ja;:th line of said
Southwest Quarter Section 848.57 feet to the Southwest corner of ChesM•s'ck ?lace,
Section 1, recorded as Instrument #9439694, Plat Cabinet No. 1, Slide No. 465 in the
Office of the Recorder of Hamilton County, Indiana, thence North 00 degrees 10 minutes
29 seconds East along the Western boundary of said Cheswick Place, Section1; 40.00
feet to the Southern boundary of Cheswick Place, Section 2, recorded as Insi:rument
#9633942, Plot Cabinet No. 1, Slide No. 702 in the Office of the Recorder of Hamilton
County, Indiana; the following(11) courses are along the Western boundary of said
Cheswick Place, Section 2; () North 89 degrees 49 minutes 31 seconds West 18.95 feet;
(2) North 48 degrees 40 minutes 51 seconds West 82.85 feet; (3) North 80 degrees 04
minutes 33 seconds West 24.54 feet; (4) North 42 degrees 35 minutes 15 seconds West
26.02 feet; (5) North 07 degrees 56 minutes 59 seconds East 186.41 feet; (6) North 48
degrees 51 minutes 45 seconds West 178.95 feet; (7) South 75 degrees 56 minutes 07
seconds West 136.29 feet; (8) South 65 degrees 41 minutes 06 seconds West 67.98 feet;
(9) South 88 degrees 34 minutes 18 seconds West 101.22 feet; (10) North 63 degrees 24
minutes 44 seconds West 32.38 feet; (11) North 38 degrees 06 minutes 44 seconds West
104.02 feet; thence South 01 degrees 00 minutes 48 seconds West 239.84 feet; thence
North 89 degrees 49 minutes 31 seconds West 220.00 feet to a point on the West line of
said Southwest Quarter Section; thence South 01 degrees 00 minutes 48 seconds West
along the aforesaid West line 211.50 feet to the place of beginning containing 5.740
acres, more or less. Subject to all legal highways, rights—of—way, easements and
restrictions of record.
This subdivision consists of 5 lots numbered 149-153 ( both inclusive). The size of lots
and widths of streets are shown in feet and decimal parts thereof.
The subdivision boundaries were determined by a survey prepared by Nolan and Gibson
Corporation dated October 14, 1986.
Witness my signature this day of , 1997,
David J. Stoeppelwerth
Registered Land Surveyor
No. SO474
METES/1245054
R: SCS
F. GBR
,,,`�/IIIIINIII,4,I
No. -
80474
STATE OF
'tiDIN�M
9.1 Commission's Certificate:
Under Authority provided by Chapter 174. Acts of 1947, enacted by the General Assembly of the
State of Indiana, and all acts amendatory thereto, and an ordinance adopted by the Common
Council of the City of Carmel, Indiana. This plat was given approval by the City of Carmel, as
follows:
Adopted by the Carmel City Plan Commission at a meeting held
DEPARTMENT OF COMMUNITY SERVICES
DEPARTMENT OF COMMUNITY DEVELOPMENT
9.2 Registered Land Surveyor's Certificate:
I, David J. Stoeppelwerth, hereby certify that I am a Registered Land Surveyor, Iicenaed in compliance
with the Iowa of the State of Indiana.
That all the monuments shown thereon actually exist and that the location, size, type and material
are accurately shown:
And that all requirements specified in the subdivision ordinance of the City of Carmel have been
met.
David J. Stoepplwerth
Registered Land Surveyor
SO474
9.4 Board of County Commissioners Certificate:
Under authority provided by Chapter 47. Acts of 1951, enacted by the General Assembly of the
State of Indiana, and all acts amendatory thereto, this plat was given approval by the Board of
County Commissioners of Hampton County, Indiana at a meeting held this day of
Steven C. Dillinger
Steven A. Holt
, 19
BOARD OF COMMISSIONERS OF HAMILTON COUNTY, INDIANA
Auditor
Sharon R. Clark
This subdivision shall be known and deelgnated as Cheswick Place, Section 4, a
subdivision in Hamilton County, Indlonm NI Streets shown and not herefore dedicated, are
hereby dedicated to the public.
This plat Is subject to the declaration of covenants, conditions and restric0ons of Cheswick Place
recorded as Instrument No. 9439693 and any amendments thereto.
In Testimony whereof, witness the signature of owner and Declarant this day of ,1997.
Owner
Cheswick Corporation
James A. Caito, President
Before me, the undersigned, a Notary Public In and for said County and State, personally
appeared James A. Caito and acknowledged the execution of this instrument as his voluntary
act and deed and affixed his signature thereto.
witness my signature and sed this day of 1997.
County of Reeklence:
My conxnissicn expires:
METES/19584WC
NOV 21, 1994
Notary Public
X001,111111 H
No.
80474
STATE OF
SEAL
SHEET 2 OF 2
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0 ;.�.1 iP*O* BOX 553
1361h STREET
CARME NDIANA 46032
LOCATION MAP —�
317 87\3— 0550 SOILS MAP
CrA CROSBY
Br BROOKSTON
141st STREET
I•_W.M..
ll
OPERATOR ON N.O.I. LETTER:
JAMES A. CAITO ♦ 1.. N...... �.....
11685 BRADFORD PLACE ' m�� __, _....._-........_......... M_. __..... �._.. _...w. Ob.....
CARMEL, INDIANA 46033
PHONE: (317)-844-0099` i G
C3
INDEX r.....w..... ......... __...,... ...... _...... ... ..
.....
_... __ ;) ....._ _......_ .
SHT. DESCRIPTION
1 COVER SHEET �G I L...............
2 TOPOGRAPHICAL SURVEY 0
af_..........___........... ..._........... ............ ..... ................... ......
3 SITE DEVELOPMENT PLAN = Q
4 EROSION CONTROL PLAN 0
5 EROSION CONTROL SPECIFICATIONS o • _ •�____ �_•
6 STREET PLAN & PROFILES DESIGN DATA
7 INTERSECTION & ENTRANCE DETAILS`
5 LOTS
0.87 L0TSl'ACRE
5.740 AC.
8 TRAFFIC CONTROL PLAN
_ ................. _-_w_._........_.- ..........._..' _.-........- PLAT MAP HENLEY CIRCLE 345.77 L
9 SANITARY SEWER PLAN
.._
_._..._........
10 STORM SEWER PLAN & PROFILE f _ +. SCALE: 1'=200"
11 WATER DISTRIBUTION PLAN
12 TRAFFIC MAINTENANCE PLAN
13 CONSTRUCTION DETAILS
14 CONSTRUCTION DETAILS
15 CONSTRUCTION DETAILS
PLANS PREPARED BY:
IONS
SHT. DESCRIPTIONSTOEPPELWERTH
,, � &ASSOCIATES INC.
'r,f. -- CONSULTING ENGINEERS & LAND SURVEYORS
-- • °i�' ;1 ��, �,� 9940 ALLI SON VI LLE ROAD
�* FISHERS, INDIANA 46038
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_.-.�...........�
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� r ..............� �����FAX (317)-849-5942
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CDPLANS CERTIFIED BY:
7/18/97
152 151 ` DAVID J. • STOEPPELWERTH DATE
1501>r _., `� k '� j `-°r' -F, PROFESSIONAL ENGINEER Ir,,
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NO. 19358 ♦°♦�. -,,
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STATE OF `
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STATE OF
SCALE: 1 "= 50'
T.B.M. #5
R.R. SPIKE SET IN E. SIDE OF PWP.
ON ' E. SIDE OF DITCH ROAD. 1ST POLE SOUTH
OF HENRY DITCH @ CROSSING WITH DITCH ROAD.
ELEV.= 889.20
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LEGEND
11, 0
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t,. EXISTING CONT
- EXISTING SANITARY SEWER
- _,,, �.,N, .a ":tl EXISTING STORM SEWER
® PROPOSED GRADE
a+a--- PROPOSED CONTOUR
PROPOSED SANITARY SEWER
----*- - PROPOSED STORM SEWER
-<000--- PROPOSED SWALE
PROPOSED 4' SIDEWALK (BY HOME BUILDER)
35 LOT NUMBER
853.0 PAD ELEVATION
PAD SIZE 60'x75'
DENOTES PADS OF 2'-0" OF
FILL OR MORE
PROPOSED 6" UNDERDRAINS
4" S.S.D. TO EACH LOT
T.B.M. #5
R.R. SPIKE SET IN E. SIDE OF PWP.
ON E. SIDE OF DITCH ROAD. 1ST POLE SOUTH
OF HENRY DITCH 0 CROSSING WITH DITCH ROAD.
ELEV.= 880.20
EARTHWORK:
1. EXCAVATION
A. Excavated
material that is suitable
may be
used for
fills.
All unsuitable material and all surpluslus
excavated material not required shall be removed from the site.
B. Provide and place any additional fill material from offsite as may be necessary to produce the grades
required fired on plans. Fill obtained from offsite shall b
e of quality lit as specified lfed for
fills herein and the
e Contractor far an
costs for
flit of th
er. It will
be the
responsibility Y
the Developer. Y
source approved b �P
sou oP
PP Y
fill needed.
EM
2.
REMOVAL
OF TREES
A. All trees and stumps from area to be occupied by a road surface area. Trees and stumps shall not
be buried on site.
3. PROTECTION OF TREES
A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value
and worth which do not impair construction of improvements as designed.
B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be cansulted with
respect of protective measure to be taken. If any, to preserve such trees.
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas to be excavated or filled.
Topsoil should be stored at a location where it will not interfere with
construction operations. The topsoil shall be free of debris and stones.
5. UTILITIES
A. Rules and regulation goveming the respective utility shall be observed in executing all work under
this section.
B. It shall be the responsibility of the Contractor to determine the location of existing underground
utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free
1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana.
5. SITE GRADING
A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area
to subgrade as shown on the drawing.
B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas
shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom
of banks and other breaks in grade.
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so
that field measurements and spot elevations can be verified by the Engineer. The Contractor shall
not remove his equipment from the site until the Engineer has verified that the job meets the above
tolerance.
FORM\EARTHWRK
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STORM TABLE
Str. No.
Type
Tc/Rim
Inverts
Dir.
v
= No.
19358
ao
900
YARD INLET
891.00
889.00
(N)
901
DOUBLE CURB INLET
890.81
887.76
(NE)(S)
902
1 1 DOUBLE CURB INLET
890.81
1 887.31
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903
1 1 CONC. END SECTION
1 881.00
(SW)
"HOLEY MOLEY"
SAYS:
1-800-382-5544
CALL TOLL FREE
-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
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LOCATION OF ALL EXISTING UNDERGROUND
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ARE SPECULATIVE IN NATURE. THERE MAY ALSO
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EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
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SHOULD BE VERIFIED BY THE CONTRACTOR
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EAR THWOAK':�; CON TRACTOR SHALL
INSTALL TONE ACCESS PRIVE`,,,,,
4
PRIOR TO CONSTRUCTION 26 x 50k,,,
Temporary straw bale dam to be removed during blanket
installation.
Denotes permanent seeding & mulch areas
Seeding rate: 130#/acre or 3#/1000 S.F.
Seeding mixture: 259 creeping red fescue
359 perennial rye
409 Kentucky bluegrass
Denotes seeding w/fiber blanket #S150 by North American Green
Seeding rate: 110#/acre or 2.5#/1000 S.F.
Seeding mixture: 389 Kentucky 31 fescue
199 perennial rye
199 annual rye
149 orchard grass
109 Kentucky bluegrass
+ + + + Denotes temporary seeding & mulching.
++++++++ Seeding rate: 50#/acre
++++++++ Seeding mixture: 1009 perennial rye.
Fertilizer Specifications:
FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING WAS NOT DONE, CONSIDER 400-600
LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER.
TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. WORKING THE FERTILIZER AND THE LIME INTO THE SOIL 2"-4*
DEEP NTH A DISK OR RAKE OPERATED ACROSS THE SLOPE
SCALE: 1"= 50'
No.
19358
STATE CF
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THIS SHEET TO BE USED
FOR EROSION CONTROL ONLY.
NOTE: TO CONTRACTOR
1. Prior to any work commencing contractor shall install stone drive at entrance, and all silt
fences shown on plan.
Z Upon completion of the storm structure from being built the fabric drop inlet protection is
to be installed ON curb inlets and straw bales on yard inlets immediately.
3. Upon completion of the swale construction, contractor shall notify engineer to as -built,
upon review of as -built engineer shall notify contractor to install the erosion control
blankets as soon as possible.
FORMS/22687
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
JAMES CAITO
CHESWICK CORPORATION
PHONE: (317)-873-0550
Soil Erosion Control Summary
The following is a list in sequence of construction activities to
control soil erosion:
I. Contractor shall install sediment traps and straw bale
filters, as shown.
2. Grade the site (sides of *wales, mounds and ponds to be
seeded and mulched immediately upon completion). Temporary
seeding shall be recommended for all swales and disturbed
areas that cannot be final seeded within a time period that
will prevent slope erosion. For temporary seeding, the
contractor shall utilize a fast growing seed of either oats,
annual ryegross, wheat or rye depending on time of year.
Disturbed areas should be kept to a minimum at all times.
3. Contractor shall control mud accumulation an all streets
surrounding project by installing stone surface at all
locations where construction traffic leaves the site. Dust
shall be kept to a minimum by utilizing sprinkling, Calcium
Chloride, Vegetative cover, spray on adhesives or other
approved methods.
4. Maintain all filters and traps during construction to
prevent any blockages from accumulated sediment. Additional
seeding and straw bales may be required during construction
as specified by Engineer or Soil Conservation Service.
Payment for additional straw bales shall be at the
Contractors expense. Payment for additional rip rap (not
shown on plans) and seeding shall be paid for on a unit
basis.
5. Contractor shall install all sanitary sewers, storm sewers,
subsurface drains, and water mains. Straw bale filters
shall be installed at all storm inlets (including street
Inlets).
Seeding Specifications:
I. Ditch Banks: shall be seeded and covered with North
American Green fiber blanket /S150 and #SC150 (or Equal) or
Hydroseeded with straw mulch. The Contractor shall follow
the manufacturer's recommended guidelines for Installation
and staple patterns when installing the fiber blankets.
Seeding rate: 110#/acre or 2.5#,A000 S.F.
Seeding mixture: 38X Kent. 31 Fescue
19X Perennial Rye
19% Annual Rye
14X Orchard Grass
IOX Kent. Bluegrass
2. a of topsoil (minimum) shall be placed prior to
permanent seeding.
3. If grades are established between May 15 and August 10,
a temporary seeding consisting of 40# of Annual Ryegross
shall be planted per acre.
4. If grades are established between October 15 and
December 30, either Rye (grain) or Wheat may be used at the
rate of 2 bushels/Ac. All grains should be mowed prior to
seed maturing.
5. If temporary seeding is established prior to permanent
seeding, the mulch may be eliminated except in "bare' areas.
6. If grading occurs during December, January, or February,
use dormant seeding and it should be done within 7 days of
last land disturbing activity.
Recommended Erosion Control Measures
• ��_1t�����
'
Do '
ANGLE FIRST STAKE
TOWARD PREVIOUSLY
LAID BALE
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WOOD STAKES 15"-20" X14
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IN GROUND Xr ;. W
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W/STRAW
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STRAW BALE DAM DETAIL
SECTION
NOT -TO -SCALE
T
SEASONAL SOIL PROTECTION CHART
STABILIZATiON
PRACTICE JAN. FEB. MAR. APR. MAY JUN. JUL AUG. SEPT. OCT. NOV. DEC.
PERMANENT A •///////////• •///>
SEEDING
- - - - - - - - - - - - - - - - - - - - - - - - - - -
DORMANT B B-0
SEEDING
--------
SEEDING E--- --- ------
•////////
SODDING
-----F•.----•�/�/�/�/�/--__-- ----
MULCHING G >
A = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.:
PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 201bs>/AC.
B - KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.:
PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 301bs>/AC.
C = SPRING OATS 3 BUSHEL/ACRE
D =WHEAT OR RYE 2 BUSHEL/ACRE
E - ANNUAL RYEGRASS 40 lbs./AC. (1 Ib./1000 sq. ft.)
F = SOD
G = STRAW MULCH 2 TONS/ACRE
*///• IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT.
•# m IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
Erosion Control Blanket: Recommend erosion control blankets such as North American Green S150
be installed as a temporary erosion control measure in the bottom of any swale with a concentrated
surface water flow. Refer to erosion control practice number 3.17 .
Straw Bale Drop Inlet Protection: Recommend using straw bale drop inlet protection as per erosion
control practice number 3.54 as a temporary erosion control measure until blankets are installed.
Other drop inlet protection practices may become necessary upon the recommendation of the
engineer or erosion control consultant if a specific need arises during construction.
Topsoil Salvage and Utilization: As per erosion control practice number 3.02 Removal of topsoil
to a depth of six inches (or more if required by the engineer) from all areas to be excavated or filled.
Topsoil should be stored at a location where it will not interfere with construction operations.
Temporary Seeding: Recommend temporary seeding as per erosion control practice number 3.11
if disturbed ground Is to be left bare for two months or more. In addition, it is recommended red
clover be added to the seeding mixture at a rate of 10 pounds per acre.
Dormant and Frost Seeding: As per practice number 3.13 attached to be applied if necessary.
Surface Roughening: As per erosion control practice number 3.03, suggest using a bulldozer to
track with cleats perpendicular to the slope of slopes on disturbed ground of six percent or greater
and around the shore of the lakes as a temporary measure until ready for blankets.
Temporary Grovel Construction Entrance/ttxit Pad: Recommended as per erosion control practice
number 3.01.
Tree Conservation /Protection: As per erosion control practice number 3.83, the contractor shall, at
the direction of the developer, endeavor to save and protect trees of value and worth which do not
impair construction of improvements as designed.
In the event cut or fill exceeds 0.5 foot over the root area, the developer shall be consulted with
respect of protective measure to be taken, if any, to preserve such trees.
Maintenance Schedule: Maintenance of all erosion control practices should be done as needed on
a weekly basis and after all large storms. A construction supervisor should be assigned the task of
seeing that dl practices are installed and maintained according to the design criteria. Maintenance
for each erosion control practice should be conducted per maintenance schedule shown on each
erosion control practice job sheet (attached).
Construction Sequence Schedule:
Spring (Projected season to start): Locate areas of tree protection, Install gravel construction
entrance, install temporary silt fence, strip and stockpile topsoil. Excavate building areas and other
earthwork (lakes, roads, swales, sewers, eta)
Spring/Summer: Install strawbole inlet protection. Install rock chute outlet protection. Install
temporary erosion control blankets as needed. Trade in ridges with dozer cleats on all slopes greater
than six percent and around side slopes of lakes.
Summer/Poll: Apply sod in all areas that are finish graded. Apply temporary seeding in areas where
earthwork construction is halted and area will be bare and exposed for more than two months.
Maintain erosion control practices as per erosion control maintenance schedule above. Remove
temporary erosion control measures in stabilized oreas that have been sodded.
Winter/Spring: Apply dormant seeding on any areas that show a need for it. Continue maintenance
of existing erosion control practices.
Spring/Summer/Fall (following year): Stabilize all open ground and remove temporary erosion
control practices. Implement final landscape plan.
FORMS\18545ECM
Considerations In Construction Sequence Scheduling
Construction phase (specific activities
-
or eroeton control practices)'
Construction schedule considerations
Pre -construction actions (Evoluation/protec-
Before construction, evaluate, mark, and protect
tion of important site characteristics)
important trees and associated rooting zones,
F
unique areas (e.g., wetlands) to be preserved, on-
site septic system absorption fields, and vegetation
- 3
suitable for filter strips, especially in perimeter
A
areas.
Construction access (Construction entrances,
Stabilize bare areas immediately with gravel and
construction routes, equipment parking areas)
and temporary vegetation as work takes place,
Sediment barriers and traps (Basin traps, silt
fences, outlet protection)
Install principal basins after construction site is
PER SQ. YD.
assessed.
Install additional traps and barriers as needed
during grading.
Runoff conveyance system (Stabilized stream-
Where necessary, stabilize streambanks as early
banks, storm drains, Inlet and outlet pro-
as possible.
tections, channels)
Install principal conveyance system with runoff
control measures.
ka
Install remainder of system after grading.
Land clearing and grading (Cutting/filling/
Begin major clearing and grading after install -
grading, drains, sediment traps, barriers,
the key sediment and runoff measures.
diversions, surface roughening)
Clear borrow and disposal areas as needed.
_Z
Install additional control measures as grading
progresses.
Surface stabilization (Temporary and perma-
Apply temporary or permanent stabilization
nent seeding, mulching, sodding, riprap)
measures immediately on all disturbed areas
where work is delayed or completed.
u Ing) construction (Butldinga, utilities,
a
paving)
Install necessary erosion and sediment control
practices as work takes place.
Landscaping and final stabilization (Topsoil-
Stabilize all open areas, including borrow and
ing, trees and shrubs, permanent seeding,
spoil areas.
mulching, sodding, riprap)
Remove temporary control measures and stabilize.
•Maintenance -- (1) inspect practices at least once a week, and (2) make repairs Immediately after periods of rainfall.
EEF96/174SOERO
00
Maintenance:
Seeding *Inspect periodically, especially after storm events, until the stand
is successfully established. (Characteristics of a successful stand
Include: vigorous dark green or bluish -green seedlings; uniform
density with nurse plants, legumes, and grasses well inter -mixed;
green leaves; and the perennials remaining green throughout the
summer, at least at the plant base.)
*Plan to add fertilizer the following growing season according to
soil test recommendations.
*Repair damaged, bare, or sparse areas by filling any gullies, re -
fertilizing, over- or re -seeding, and mulching.
*If plant cover is sparse or patchy, review the plant materials
chosen, soil fertility, moisture condition, and mulchir,g; then repair
the affected area either by over -seeding or by re -seeding and
mulching after re -preparing the seedbed.
*If vegetation fails to grow, consider soil testing to Determine
acidity or nutrient deficiency problems. (contact your SWCD or
Cooperative Extension office for assistance.)
*If additional fertilization is needed to get a satisfactory stand, do
so according to soil test recommendations.
Maintenance
Storm *Inspect after storm events to check for movement of mulch or for
erosion.
*If washout, breakage, or erosion is present, repair the surface,
then re -seed, re -mulch and, if applicable, install new netting.
*Continue inspections until vegetation is firmly established.
Maintenance
Blankets *During vegetative establishment, inspect after storm events for
any erosion below the blanket.
*If any area shows erosion, pull back that portion of the blanket
covering it, add soil, re -seed the area, and re-lay and staple the
blanket.
After vegetative establishment, check the treated area periodically.
METES/23899
CONTRACTOR SHALL MAINTAIN EXISTING STREETS FROM
DEBRIS OF DIRT,SAND,OR STONE AND SHALL BE
RESPONSIBLE FOR THE CLEANING OF SUCH ITEMS. AFTER
COMPLETION OF THE WORK, THE BUILDERS WILL BE REQUIRED
TO KEEP STREETS FREE OF THE SAME, AT THE CITIES
DISCRETION.
EXISTING VEGETATION:
TREES/CULTIVATED FIELD
EROSION CONTROL FOR INDIVIDUAL LOTS
1. CONSTRUCT A GRAVEL DRIVE
2. CONFINE ALL TRAVEL TO THE GRAVEL DRIVE
3. PRESERVE AS MUCH OF THE EXISTING VEGETATION AS POSSIBLE
4. IF THERE ARE LARGE EXPOSED AREAS ON OR NEAR SLOPES A SILT FENCE
MAY BE REQUIRED
5. AFTER FINAL GRADING, SEED OR SOD THE YARD AS SOON AS POSSIBLE
6. AFTER A YARD IS RE -VEGETATED, REMOVE ALL TEMPORARY EROSION
CONTROL MEASURES
ALL AREAS NOT DENOTING PERMANENT SEEDING
OR FIBER BLANKETS SHALL BE TEMPORARILY
SEEDED.
RECOMMENDED EROSION CONTROL MEASURES .
WERE TAKEN FROM CHAPTER 3 AS STATED
IN THE INDIANA HANDBOOK FOR EROSION
CONTROL IN DEVELOPING AREAS. ADDITIONAL
EROSION CONTROL MEASURES MAY BE REQUIRED
BY INSPECTOR AS CONDITIONS WARRANT.
6' 3'
6' 3'
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1 STAPLE
1-1/2 STAPLES
PER M YD.
PER SQ. YD.
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN
GREEN EROSION CONTROL BLANKETS. STAPLE
PATTERNS WILL VARY DEPENDING UPON SLOPE
LENGTH. SLOPE GRADE, SOIL TYPE AND AVERAGE
ANNUAL RAINFALL
V ,- 2'
4
3'
Ttit - x
x x x x
ICx xDx
x x x
2 STAPLES 3.5 STAPLES
PER SQ. YD. PER SQ. YD.
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FLOW tzow
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SLOPE GRADIENT
EROSION CON7ROL BLANKET
STAPLE PATTERN WM
Soil Descriptions:
Miami silt loam, 2 - 6% slopes, eroded (MmB2)
This gently sloping, deep, light-colored soil is found along drainageways that cross areas
of somewhat poorly drained Crosby soils, on small isolated knolls on till plains, on gently
rolling moraines (accumulations of drift materials deposited by glacial ice), and on
ridgetops. It is well drained and had a seasonal high water table greater than 6 feet deep.
It has compact till starting at a depth between 20 to 40 inches.
The permeability of this sol is moderate. Available water capacity is high and the
organic -matter content of the surface layer is medium.
Runoff is medium. Moderate erosion is the main limitation. Limitations formost
nonfarm uses are moderate.
Items of special concern:
-Soil erosion.
-Poor construction material.
-Ponds built in this soil are subject to seepage.
Miami silt loam, 6 - 12 % slopes, eroded (MmC2)
This moderately sloping, deep, light-colored soil is found on irregularly shaped knolls, in
long narrow bands around ridgetops, along drainageways leading to terraces or bottom
land, and on undulating moraines (accumulations of drift materials deposited by glacial
ice). It is well drained and has a seasonal high water table greater than 6 feet deep.
It has compact till starting at a depth between 20 to 40 inches.
The permeability of this soil is moderate. Available water capacity is high and the
organic -matter content of the surface layer is medium.
Runoff is medium. Moderate erosion is the main limitation. Limitations for most
nonfarm uses are moderate.
Items of special concern:
-Soil erosion.
-Poor construction material.
-Septic field capability is moderate due to slope.
-Ponds constructed in this soil are subject to seepage.
-Outdoor recreation facility capability is moderate due to steepness of slope.
Shoals silt loam (Sh)
This nearly level, deep, light colored soil is found on narrow flood plains along
meandering streams and in low-lying, weakly defined drainageways of large river bottom
land. It is somewhat poorly drained and has a seasonal high water table that is 1 foot to 3
feet below the surface from January through April. It has gravelly sand starting at a
depth between 40 to 60 inches.
The permeability of this soil is moderate. Available water capacity is high and the
organic -matter content of the surface layer is medium.
Runoff is very slow. Flooding and wetness are the main limitations. This soil is subject
to flooding in winter and in early spring and to flooding during some parts of the growing
season. Because of flooding and wetness, limitations for most nonfarm uses are severe.
Items of special concern:
-Severe limitations for basements, shallow excavations, buildings, road development, and
septic fields due to flooding.
-Ponds built in this soil are subject to seepage.
-Poor roadfill material.
-Severe wetness problems for outdoor recreations facilities.
Gravel bogs overlap onto the curb
1. Fill geotextile bags approximately half full
with 2 to 3 inch stone or gravel.
2. At a position downslope of the lot and upslope
of the inlet, lay bags tightly in a row curving
upslope from curb and away from inlet.
3. Overlap bags onto the curb and extend a min-
imum of 3 feet into the street.
4. For additional layers, overlap bags with the
row beneath, and leave a one -bag gap in the
middle of the top row to serve as a spillway.
5. Place bags in an arc around curb inlets that
are in a sump position.
6. Set up safety/traffic barriers to keep vehichles
from hitting bags, causing possible Injury.
7. Inspect and repair as needed, and remove any
accumulated sediments after every storm.
3 fL (min.)
Gap bet+ bop
OCU as a wllway
CURB INLET PROTECTION DETAIL
20" ULTIMATE RECEIVING WATERS:
HENLEY CREEK/ WHITE RIVER
THERE IS NO EVIDENCE OF WHERE STORMWATER
MAY ENTER GROUNDWATER.
FENCE POST
w 3'
•s 11'
FENCE POST SHOULD J
BE BURIED %40 BELOW
GROUND SURFACE.
SILT FENCE MATERIAL
SILT FENCE DETAIL
NOT -TO -SCALE
6'-8'
2 ft.
10% settlement
Compacted soil --�
Protected
area
GROUND SURFACE
SILT FENCE MATERIAL SHOULD
BE BURIED 6' BELOW GROUND
SURFACE.
Installation
Flbw
All slopes
2:1 or flatter
SITE PREPARATION:
1. Remove all trees, brush, stumps, or other debris from the
site, and dispose of properly.
2. Fill and compact all ditches or gullies to be crossed.
3. Prepare the foundation so its elevation is at or above
surrounding ground level.
4. Disk the base of the dike before placing fill.
CONSTRUCTION:
1. Fill the dike higher than the design elevation and compact
with wheels of the construction equipment to design height
plus 10% (see Exhibit 3.23-C).
2. Construct the channel to the dimensions and elevations
shown on the plan.
3. Leave sufficient area along the dike to permit access by
machines for cleanout and maintenance.
4. Install outlet protection and sediment traps as part of the
diversion dike. (All outlets must be stable).
STABILIZATION:
1. Stabilize the channel using erosion -resistant lining to
protect vegetation, if necessary.
2. Establish vegetation on the dike immediately following
construction.
Maintenance
? Inspect the dike periodically and after every storm event.
? Remove debris and sediment from the channel immediately.
? Repair the dike to its original height.
? Check outlets, and make necessary repairs to prevent gully
formation.
? Once the work area has been stabilized, remove the diversion
ridge, fill and compact the channel to blend with the
surrounding area, and remove the sediment traps, disposing of
unstable sediment in a designated disposal area.
? Stabilize the disturbed areas.
FORMS/17131 TDD
TEMPORARY DIVERSION DIKE
NOT -TO -SCALE
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DITCH ROAD PAVEMENT COMPOSITION
H.C.R.S. TYPE 2
11" #11 H.A.C. SURFACE (BY OTHERS)
#8 H.A.C. BINDER (BY OTHERS)
2" #8 H.A.C. BINDER
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FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL SEWER LATERAL STREET
CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS.
MIN. SLOPES PER THE RECOMMENDED TEN STATE
STANDARDS SHALL PREVAIL IN ALL CASES.
CONTRACTOR SHALL EXTEND SEWER LATERALS
AS SHOWN. IN NO CASE SHALL END OF
LATERAL BE CLOSER THAN 5 FEET TO BUILDING
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SPECIAL NOTE:
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SPECIAL NOTE:
STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A
M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED.
SPECIAL NOTE:
STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES
SPECIAL NOTE:
COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER
STRUCTURE IS SET, TO IMPROVE ACCESS.
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LEGEND
Q FLAGMAN
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❑ ROAD CONSTRUCTION AHEAD SIGN/END CONSTRUCTION SIGN
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CONSTRUCTION RCONSTRUCTION ROAD
NEXT MILES CONSTRUCTION
V) 1300 FT.
XG20-2
60"x24" XG20-1
60"x36"
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GENERAL NOTES
1) See Standard Detour Signs sheet 2—A for vertical and horizontal clearances to
Construction Signs, spacing of channelizing devices and details of barricades, cones,
drums, markers and Typical Sign Standard.
2) Construction Warning Lights shall be required in accordance with the Standard
Specifications.
3) Additional signs and barricades shall be required as directed.
4) Spacing of drums and Barricades Type I and II at this location shall be 10 feet for a 50
foot taper or 20 feet for a 100 foot taper.
5) For temporary lane closures during daylight hours, cones or tubular markers may be used
in lieu of drums or Barricades Type I and II.
6) For un—numbered routes, street signs or county road signs shall be used in lieu of the
route marker in the Detour Route Marker Assembly.
7) Advance Turn Detour Route Marker Assemblies shall be located as shown, or after the
last cross—street prior to the beginning of the detour, as directed.
8) Directional Detour Route Marker Assemblies shall be located 10 to 20 feet in advance of
all required turns within the detour limits.
9) Confirming Detour Route Marker Assemblies shall be spaced at a maximum of c mile,
and shall also be located 50 to 100 feet past all major intersections, as directed.
Confirming Detour Route Marker Assemblies shall be placed after a required turn when
directed.
10) End Detour Route Marker Assemblies shall be located at the point at which traffic is
returned to the original route. The Advance Turn Marker (MS -1) shall be included in the
assembly when traffic is required to turn to access the original route.
FORMS/TRAFFIC
205' 500' 500'
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END
CONSTRUCTION
ROAD
CONST UCTION XG20-2
TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES 60"x24"
FOR SINGLE LANE TWO—WAY TRAFFIC WITH FLAGGER CONTROL
XW20-1 DETAIL IS NOT TO SCALE
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END
CONSTRUCTION
ROAD
CONST UCTION XG20-2
TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES 60"x24"
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XW20-1 DETAIL IS NOT TO SCALE
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SANITARY SEWER SPECIFICATIONS
FOR
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
1. Standard specifications of the Clay Waste District and Indiana Department of Highways
shall apply for all work and materials. Pipe shall be installed in accordance with Section
715.
2. Sanitary sewer pipe shall be PVC in accordance with ASTM D-3034 (S.D.R. 35) and
ASTM 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of
PVC plastic having a cell classification of 124548.
3. PVC sewer fittings shall conform to the requirements of ASTM D-3034-89
specifications. Fittings in sizes through 8" shall be molded in one piece with elastomeric
joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10" and
larger shall be molded or fabricated in accordance with section 7.11 with manufacturers
standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in
section 7.4.1 of the specifications. Gaskets for elastomeric joints shall be molded with a
minimum cross-sectional area of 0.20 square inches and conform to ASTM F-477
specification. Fittings shall be manufactured by Harco„ or equal.
4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C-
478 and Section 720. 0 -Rings shall conform to C-443. Kent Seal or equivalent shall
also be applied to all joints and between riser rings and castings. Manhole step spacing
shall be no more than 16 -inches.
5. Butyl rubber coating shall be applied around each manhole joint from 6 -inches above to
6 -inches below each joint. The appropriate primer shall be applied prior to applying the
rubber coating. Inside joints to be filled with precoat plug material.
6. The casting elevations are set by plan. However, the castings are to be adjusted in the
field by the Engineer's representative, should a discrepancy occur between plan grade and
existing grade. New manhole ring and cover shall be installed to establish grade.
Maximum height of adjusting rings shall be 12 -inches.
7. Backfill around all structures and all cuts under paved areas with granular material.
Trenches opening within 5 -feet of pave roadways shall be backfilled with granular
material in accordance with Section 211. Backfill under sidewalks shall be granular,
unless the walks are constructed a minimum of 6 months after backfill has been in-place.
8. The Contractor shall be responsible for verifying that all state highways, city and county
permits have been obtained by the developer prior to start of construction.
9. The Contractor shall be required to furnish the developer's Engineer with a set of prints,
marked in red pencil, showing actual sewer location and invert, to include lateral
location, depth and length. Such "as -built" prints must be received by the Engineer
before the final contract payment can be authorized. The sanitary sewer laterals and
stubs termination shall be indicated on the surface with a metal fence post set
immediately above said termination point.
10. All sanitary sewer lines upon completion will be required to pass an infiltration weir test
and a low pressure air test, unless otherwise directed by the Engineer. Said test shall be
conducted according to NCPI Standard Method, and shall be witnessed by an Engineer
and representative of the clay Waste District.
11. Deflection tests shall be performed on all flexible* pipe after the final backfill has been
in place at least 30 days. No pipe shall exceed a vertical deflection of 5 percent
deflection test results. ("The following are considered non -flexible pipes: concrete pipe,
ductile iron pipe and cast iron pipe.) The deflection test shall be performed with a nine -
point mandrel. Proving rings shall be available.
12. All mandrel testing shall be observed by a Professional Engineer for certification and a
representative of the Clay Waste District.
13. The ends of lateral are to be plugged tight with a braced plastic disc or cap capable of
withstanding a low pressure air test without leakage.
14. Bedding for flexible pipe shall be No. 8 crushed stone from 6 -inches below the pipe to
12 -inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6 -
inches below the pipe to the spring line of the pipe and from this point to 12 -inches
above shall be fill sand or equivalent. Manholes shall be placed on no less than 6 -inches
of No. 8 crushed stone bedding.
15. Water and sewer line crossings and separations shall be in accordance with Ten States'
Standards.
16. Trench shall be opened sufficiently ahead of pipe laying to reveal obstructions, and shall
be property protected and/or barricaded when left unattended.
17. No Water shall be permitted to flow into the sanitary sewer system during construction.
Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge
shall be directed to a storm outlet. Any pipe entering existing sewers shall be plugged,
using a Mechanical Screw type plug, until such time as all tests on the sewers have been
completed and the lines have passed all punch lists.
18. All sewer laterals installed by the mainline Contractor shall be bedded the same as the
main line sewer.
19. Forty-eight (48) hours notice shall be given to the Clay Regional Waste District prior to
the start of sewer construction. Also, 48 -hours notice shall be given prior to any testing
done on the sewer.
20. Manhole castings shall be stamped "SANITARY SEWER" (Neenah Casting R 1642 or
equal) and be self-sealing type. Waterproof castings shall be Neenah R -1916-F1 and
stamped "Sanitary Sewer".
21. The minimum slope for sewer acceptance by the Clay Township Regional Waste District
are:
Size of Pipe Minimum Constructed Slope
8 -inch 0.40%
10 -inch 0.28%
12 -inch 0.22%
15 -inch 0.15%
18 -inch 0.12%
22. The Contractor shall provide measurements of the slope of the sewer for each manhole
section as construction progresses. Such measurements shall be certified by a Registered
Land Surveyor or Engineer and be available on-site for observation by the District's
Inspector. No more than three manhole sections can be constructed in advance of such
measurements.
23. In the event the Contractor does not meet the minimum slopes, the sewer section and any
other affected sewer sections shall be reconstructed to meet such minimum slopes.
FORMS/CLAYSANI
TAMPED W PLACE
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NOTE
ALL BEDDING & INTAIL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12' BALANCED LIFTS
DX2 (kW)
SANITARY SEWER
SERVICE CONNECTION
NOT -TO -SCALE
GRADE
VDISTURBED EARTH
A MAGNETIC TAPE LOCATOR SHALL BE
PLACED 6" OVER ALL MAINS & LATERALS
SANITARY SEWER SERVICE CONNrCTION NOT -TO -SCALE
NOT -TO -SCALE
MANHOLE FRAME & COVER
SET ON KENT SEAL OR EQUAL.
APPROVED SURFACE MARKER
i MIN. SLOPE
SHALL BE
MAIN SEWER
-"'- USE KENT SEAL OR EQUAL
BETWEEN RISER RINGS (TYP.)
BUTYL RUBBER BASE EXTERIOR BACK PLASTER
MATERIAL 1/4-± 1/16- MIN. THICK FORM 2"
BELOW TOP OF CONE TO CASTING PER SPECS.
ADJUST TO GRADE w/ ADJUSTING RINGS AS
REQUIRED (2" MIN./12" MAX.) w/ KEYWAY
W/
KENT SEAL OR EQUAL (PER SPECS.)
BUTYL RUBBER BASE PRECAST REINFORCED CONCRETE
ti EXTERIOR BACK PLASTIC MANHOLE CONE MEETING
tOp MATERIAL SHALL BE USED A.S.T.M. STANDARD C-478.
6" ABOVE & BELOW EACH MANHOLE SECTION JOINTS SHALL CONFIRM
MANHOLE JOINT. TO A.S.T.M. C-443 w/ 0 -RING GASKET
4'-0" DIA. PRECAST BETWEEN SECTIONS PLUS 1/2" EXTRUDABLE
REINFORCED MANHOLE GASKET (KENT SEAL OR EQUAL).
SECTIONS MEETING A.S.T.M.
STANDARD C-478. STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE
COATED STEEL REINFORCING OR AN APPROVED NON-
CORROSIVE FIBERGLASS MATERIAL. THE COLPOLYMER
IPE TO MANHOLE GASKET POLYPROPYLENE SHALL BE THE REQUIREMENT OF
EETING A.S.T.M. STND. C-923 A.S.T.M.-4101 REINFORCED WITH 3/8' MINIMUM DIA.
ALL BE CAST INTO MANHOLE REINFORCING STEEL CONFORMING TO THE REQUIREMENTS
ECTION AT THE TIME OF OF A.S.T.M.-615 GRADE 60.
ANUFACTORING, GASKET SHALL
E DESIGNED TO WITHSTAND UP TOP OF BENCHWALL SHALL BE AT MIN.,
0 10 P.S.I. OF WATER PRESSURE ELEVATION 0.8" TO THE CROWN OF THE PIPE.
ONCRETE BENCH WALL (CLASS B)
-° _ BASE SHALL BE POURED IN PLACE
1 <• ° " OR PRECAST BOTH SHALL HAVE
a 1 -{- #4 BARS AT 12" O.C. EACH WAY
A ° 4
♦ A.
46
3" 00
GRANULAR LEVELING MATERIAL (#2 STONE)
REQUIRED W/PRECAST BASE 6" MIN.
PRECAST REINFORCED CONCRETE
MANHOLE FOR SANITARY SEWER
NOT -TO -SCALE
BOT -
Heavy Duty
TOTAL WEIGHT -380 POUNDS
NOTE:
MUST HAVE SANITARY SEWER STAMPED
ON CASTING. 2" LETTERS RECESSED
FLUSH WITH THE SURFACE.
SANITARY MANHOLE CASTING NEENAH
R-1642 (OR EQUAL) SELF SEALING
WITH CONCEALED PICK HOLES.
NOT -TO -SCALE
MIN. WIDTH L25 (O.D.)-12-
BACKFILL WITH CLEAN
GRANULAR MATERIAL
PER REQUIREMENT OF
INDIANA DEPARTMENT OF
HIGHWAYS (MECHANICAL
COMPACTED TO 95X
PROCTOR DENSITY).
/6 CRUSHED STONE O.D. °
HAND TAMPED OR WALKED#6 CRUSHED STONE
IN TO 12' ABOVE PIPE. HAND TAMPED OR WALKED 1N
TO 1/2 O.D. PER SPEC.
90'
z _ •
6' MIN.
BELOW THE BARREL
06 CRUSHED STONE
BELL HOE EXCAVATED.
BEDDING DETAIL
NOT -TO -SCALE
2500 psi CONCRETE
I CUT AWAY
•TO BE USED WHEN CLEAR DISTANCE BETWEEN PIPES
IS 18" OR LESS, OR WERE NOTED ON THE DRAWINGS.
CONCRETE CRADLE
NOT -TO -SCALE
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SHEET NO.
13
OF 15 SHEETS
.a8 NO. 12450
III. STORM SEWER CONSTRUCTION
1. Material Specifications:
a. Reinforced Concrete Pipe (RCP) shall conform to ASTM C76-70, Class III
latest revision, with joints conforming to ASTM C-433 latest revision.
b. Corrugated Metal Pipe (CMP) shall be standard helical pipe with a
minimum thickness of 0.05 inches. CMP shall only be used to extend
existing CMP to the nearest proposed structure.
C. All manholes and inlets shall be precast concrete conforming to ASTM C-
478 latest revision.
d. Castings shall conform to ASTM -48 latest revision.
2. Subsurface drains shall be 6 -inches in diameter located directly below the
pavement/curb joint and shall run continuously at a minimum 0.20% slope along
both sides of the street and shall be connected only into storm sewer structures.
3. There shall be a subsurface drain connection provided for each lot.
V. GENERAL NOTES
1. It shall be the responsibility of the contractors to determine the location of existing
underground utilities 24 hours prior to any construction or excavating and maintain
operating conditions of active utilities. The engineer shall not be responsible for
any damage caused by an erroneous location shown or by the omission of a utility
location on these plans. The developer shall be responsible for all approvals,
permits &easements.
2. Construction of private driveways is not included in this project.
3. The contractor shall, at the direction of the developer, endeavor to save and protect
all trees of value and worth which do not impair construction of improvements as
ceeds 0.5 foot over the root area, the developer
designed. In the event cut or fill ex
shall be consulted with respect to protective measures to be taken, if any, to
preserve such trees.
4. Remove topsoil to a depth determined by the soils report from all street rights-of-
way and building pad areas. Topsoil shall be stored at a location designated by the
engineer.
5. All grading shall be completed to within a tolerance of 0.10 foot of the grades
indicated on the plans. The engineer shall be notified when the contractor has
reached this point, so that field measurements and spot elevations can be verified
by the engineer. The contractor shall not remove his equipment from the site until
the engineer has verified that the job meets the above tolerance.
6. All areas disturbed by any construction shall be restored to its original or planned
condition. Excess construction material shall be removed from the project area as
directed by the Developer at the Contractors expense. Any construction materials
brought onto the project to complete the project shall also be at the Contractor's
expense.
7. The engineer shall be defined as Stoeppelwerth and Associates, Inc., Consulting
Engineers.
FORM\CLAYSPEC
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NOTE STEEL FENCE POST
TEMPORARY EXTENSION ABOVE CAP k TAPE
GROUND TO BE REMOVED UPON
CONNCETION TO HOUSE.
ALL MEA%WMENTS TO BE
MEASURED FROM BACK OF CURB. 1 Ig•
ml r PROPOSED GRADE
TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS
NO SCALE
HAMILTON COUNTY SURVEYORS OFFICE
REVISED:
�J ���;� STANDARD PLAN
W-1.�_�1Z
APPROVED:
ASTING FRAME AND COVER AS SPECIFIED
NON-ASHALTIC MASTIC
PRECAST CONCRETE ADJUSTER RINGS IF
°
° o
e
SEAL BETWEEN JOINTS.
DIA. +1
X
0 0�o
24" DIAMETER
0 0
Dia
00.00 0
2 530
O . 0
Inches
0.00 00
Req'd
0 o
•0 •0 •o
REDUCING T
0 0
6- (MIN.)
REDUIRED
0 0
SSD MAIN 0 ' 0
3
.0 +
MIN. SLOPE 0�.3ox
5
24
MIS- N. 4' SSD
3-
4
3 -
TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS
NO SCALE
HAMILTON COUNTY SURVEYORS OFFICE
REVISED:
�J ���;� STANDARD PLAN
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APPROVED:
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED.
5" MINIMUM
—� ..�—
NOTE:
MANHOLE CONFORMS
TO ASTM 478
O-RING GASKET NON- PRECAST CONC.
SECTION
ASPHALTIC MASTIC OR
BUM RUBBER SEAL
AT JOINTS.
01 PRFORMED HOLE TO MAXIMUM
OF PIPE O.D. 6" WITH
NON -SHRINK CEMENT GROUT.
MIN. 4" DIAMETER
SUBSURFACE TILE BENCH WALLS AT MINIMUM
"T` STUB WHERE REQ'D. 1/2* PER FOOT SLOPE.
3" MIN.
PRECAST BASE MANHOLE BASE SET
6" OR 8" PER SECTION ON 6" OR X12 STONE
REINFOR BAR
#4 0 2" 0. STEEL
MESH AREA 0.12 IN 2/FT. OR APPROVED EQUAL
STANDARD MANHOLE
FOR PIPE SIZES 12" THRU 24"
(DRAWING NOT TO SCALE)
Bolt to oprm a" frau edge of concrete
3 bolt plot
6 T�
aAF--I
NOTES:
1. BARS & PLATES ARE HOT -ROLLED STEEL
2. BARS, PLATES & PIPE ARE FINISHED
WITH 2 GATS OF ALUMINUM PAINT.
3. BOLTS ARE GALVANIZED.
4. SEE STD. PLATES A-10 & A-11 FOR APRON
DIMENSIONS.
5. TRASH GUARDS MATH DIFFERENT DIAMETER BARS ARE
AVAILABLE. SPECIAL ORDER.
TRASH GUARDS FOR CONC. APRONS
NOT -TO -SCALE
ASTING FRAME AND COVER AS SPECIFIED
NON-ASHALTIC MASTIC
PRECAST CONCRETE ADJUSTER RINGS IF
OR BUM RUBBER
NEEDED, (4 MAXIMUM).
SEAL BETWEEN JOINTS.
DIA. +1
Size
ECCENTRIC CONE OR REDUCER
24" DIAMETER
_ CAP AS RQUIRED BY SITE
Dia
CONDTIONS. CONE TOP TO
2 530
MATCH ADJUSTING RING PROFILE.
Inches
5/84
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED.
5" MINIMUM
—� ..�—
NOTE:
MANHOLE CONFORMS
TO ASTM 478
O-RING GASKET NON- PRECAST CONC.
SECTION
ASPHALTIC MASTIC OR
BUM RUBBER SEAL
AT JOINTS.
01 PRFORMED HOLE TO MAXIMUM
OF PIPE O.D. 6" WITH
NON -SHRINK CEMENT GROUT.
MIN. 4" DIAMETER
SUBSURFACE TILE BENCH WALLS AT MINIMUM
"T` STUB WHERE REQ'D. 1/2* PER FOOT SLOPE.
3" MIN.
PRECAST BASE MANHOLE BASE SET
6" OR 8" PER SECTION ON 6" OR X12 STONE
REINFOR BAR
#4 0 2" 0. STEEL
MESH AREA 0.12 IN 2/FT. OR APPROVED EQUAL
STANDARD MANHOLE
FOR PIPE SIZES 12" THRU 24"
(DRAWING NOT TO SCALE)
Bolt to oprm a" frau edge of concrete
3 bolt plot
6 T�
aAF--I
NOTES:
1. BARS & PLATES ARE HOT -ROLLED STEEL
2. BARS, PLATES & PIPE ARE FINISHED
WITH 2 GATS OF ALUMINUM PAINT.
3. BOLTS ARE GALVANIZED.
4. SEE STD. PLATES A-10 & A-11 FOR APRON
DIMENSIONS.
5. TRASH GUARDS MATH DIFFERENT DIAMETER BARS ARE
AVAILABLE. SPECIAL ORDER.
TRASH GUARDS FOR CONC. APRONS
NOT -TO -SCALE
r
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1F r r
r r r
r 1 r
r r TURNED DO NNKAND BURIED
r r r r
MIN. 4' TOPSOIL jWAL.E� RCHA N TO�BOEL LIgNLEgNK TMgY NCNiTH
AMERICAN APPROVED EQUAL
NO SCALE
TYPICAL SWALE DETAIL
COMPLETELY SEAL CASTING BEARING
SURFACE WITH 311 MIXTURE OF SAND
AND PORTLAND CEMENT.
t7
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8' PRECAST CONCRETE 0
L7 ib
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�- MATCH CASTING OPENING
SIDE VIEW
23 1/4"
1 /4"
__1
'---I 3 3/4
1`
5 11,C R.
32 1/2' - I
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R -3501—N NEENAH CURB INLET
FRAME, GRATE & CURB BOX DETAIL
NOT—TO—SCALE
N1111— 3'-0"
RIP -RAP DETAIL
NOT -TO -SCALE
5'-0"
5'-0"
MATCH CASTING OPENING
TOP VIEW
No.
19358
STATE OF
D `
f I � .A.
I W LL
LTDII E
I
SKIRT
DIA.
Apron
V_ -Bar
H—Bar
No. of
81011
"A"
DIA. +1
Size
Size
Size
H—Bars
Dia
Dim
2 530
18
Inches
5/84
Req'd
Inches
4-1/2
18
1/2 0
5/84
3
1/2
5
5
24
5/80
3/40
4
1/2
7
U)
30
5/80
-3/4111
4
1/2
7-1/2
5-1/2
36
3/40
1 0
4
1/2
10-1/2
a
C
42
3/44
1 0
4
3/4
11
n
48
3/44
1-1/2 p.
4
3/4
12
CL
t
54
3/46
1-1/2 p•
1 4
3/4
12
Q
60
3/40
1-1/2 p.
5
3/4
14
8
72
/40
1-1/2 p.
5
3/4
14
8
84
3/4$
1-1/2 p.
6
3/4
15
r
3 3 r r
1F r r
r r r
r 1 r
r r TURNED DO NNKAND BURIED
r r r r
MIN. 4' TOPSOIL jWAL.E� RCHA N TO�BOEL LIgNLEgNK TMgY NCNiTH
AMERICAN APPROVED EQUAL
NO SCALE
TYPICAL SWALE DETAIL
COMPLETELY SEAL CASTING BEARING
SURFACE WITH 311 MIXTURE OF SAND
AND PORTLAND CEMENT.
t7
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8' PRECAST CONCRETE 0
L7 ib
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�- MATCH CASTING OPENING
SIDE VIEW
23 1/4"
1 /4"
__1
'---I 3 3/4
1`
5 11,C R.
32 1/2' - I
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R -3501—N NEENAH CURB INLET
FRAME, GRATE & CURB BOX DETAIL
NOT—TO—SCALE
N1111— 3'-0"
RIP -RAP DETAIL
NOT -TO -SCALE
5'-0"
5'-0"
MATCH CASTING OPENING
TOP VIEW
No.
19358
STATE OF
D `
f I � .A.
I W LL
LTDII E
I
SKIRT
DIA.
12
1/2 0
5/84
3
1/2
4
DIA. +1
15
1/2 0
5/86
3
1/2
4-1/2
2 530
18
1/2 0
5/84
4
1/2
4-1/2
10 1/11
21
/20
5/3$
4
1/2
5
740
24
5/80
3/44
4
1/2
5
12 1/2
27
5/84
3/40
4
1/2
5-1/2
oa
30
3/8$
3/44
4
1/2
5-1/2
a
36
3/441
1 0
4
1 3/4
8
a
42
3/4 0
1 0
4
3/4
8
3
48
3/40
1 0
5
3/4
8
oc
54
3/44
1-1/2 P.
5
3/4
8
16 t 1 6
60
3/44
1-1/2 p.
5
3/4
8
2 1930
66
3/4 0
1-1/2 p.
5
3/4
8
17 3 4
72
3/44
1-1/2 P.
6
3/4
9
2190
84
3/44
1-1/2 P.
7
3/4
10
18 5 16
90
3/441
1-1/2 p. 1
7
3/4
14
r
3 3 r r
1F r r
r r r
r 1 r
r r TURNED DO NNKAND BURIED
r r r r
MIN. 4' TOPSOIL jWAL.E� RCHA N TO�BOEL LIgNLEgNK TMgY NCNiTH
AMERICAN APPROVED EQUAL
NO SCALE
TYPICAL SWALE DETAIL
COMPLETELY SEAL CASTING BEARING
SURFACE WITH 311 MIXTURE OF SAND
AND PORTLAND CEMENT.
t7
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L7 ib
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�- MATCH CASTING OPENING
SIDE VIEW
23 1/4"
1 /4"
__1
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1`
5 11,C R.
32 1/2' - I
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R -3501—N NEENAH CURB INLET
FRAME, GRATE & CURB BOX DETAIL
NOT—TO—SCALE
N1111— 3'-0"
RIP -RAP DETAIL
NOT -TO -SCALE
5'-0"
5'-0"
MATCH CASTING OPENING
TOP VIEW
No.
19358
STATE OF
D `
f I � .A.
I W LL
LTDII E
I
SKIRT
DIA.
WALL G or T. SEC
A
B
C
—1/8
D
E
DIA. +1
R-1
R-2
SKIRT
12
2
1 1
2 530
4
24
iT
2 7
24
13
10 1/11
9
3 1
2
15
2 1
4 2
740
6
27
46
73
30
16
12 1/2
11
3 1
2
18
2 1
2 2 1
2 990
9
27
46
73
36
19
15 1/2
1
4
DO
21
2 3
2 1/4
1280
9
35
38
73
42
22
16 1/8
13
4
J
24
3
2 1
1520
9 1/2,431
2 30
3 1/2
48
25
16 t 1 6
14
4 1
2
27
3 1/42
1
2 1930
0 1 2
48
51 2
3 1 2
54
28
17 3 4
14 1
2 4 1
2
30
3 1/2
3
2190
12
54
9 3
3 3
60
31
18 5 16
15
5
33
33
3383150131
3
1
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66
34
2334171
251
2
36
4
3 1/2
4100
15
63
4 3
7 3
72
37
24 1/16
20
5 1/2
42
4 1/23
3
4 5380
21
63
35
98
78
43
27 1/4
22
5 1/2
48
5
4 1
4 6550
24
72
26
98
4
49
28 1/8
22
5 3/4
54
5 1
2 4 3
4 8040
27
65
35
100
90
55
32 7/8
24
6 1/4
60
6
5
8750
30
60
39
99
96
61
36 3/4
24
6 3
66
V-172
5 1/210630
24
78
21
99
102
67
-3511/16
24
7 1
4
72
7
6
12520
34
78
21
99
108
73
38 5/8
24
7 314
78
7 1
2 6 1
2 14430
24
78
1
99
114
79
41 15/16
24
8 1
2
84
8
7
16350
24
78
21
99
120
85
44 13
24
9
HORIZONTAL FLARE
d�
VERTICAL FLARE
NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH SECTION B -B
APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76.
PRECAST CONCRETE END
SECTION DETAIL
2 1/2 -4-
1 1/2"
23"
-�— 20"
5 1/4"
I �
23"
33"
DITCH GRATE CASTING SETTING DETAIL
NEENAH R-4342 STOOL TYPE DITCH GRATE
NOT -TO -SCALE
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SHEET NO.
14
OF 15 sHEETS
1081 NO.12450
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I. STREET CONSTRUCTION
1. All new pavement construction shall comply with current Hamilton County Road
Standards and those of the Indiana Department of Highways (IDOH), with respect
to design, materials and methods of construction.
2. The upper 6 -inches of subgrade shall be compacted to 95% standard proctor dentity
with proper moisture control.
3. Trenches within the subgrade area shall be backfilled with granular material
compacted in lifts to conform with Section 715.08 of the Standard Specifications.
4. Subgrades & backfilled excavations shall be inspected and tested by the County
Engineer and approved prior to paving.
5. No traffic will be permitted on the subgrade prior to paving.
6. Proof rolling (if required) shall be done with a rubber tired roller in accordance
with Section 203.26 of the Standard Specifications.
7. Any unacceptable portions of the subgrade must be corrected by the contractor by
methods acceptable to the County Engineer, reinspected and approved by the
County Engineer prior to paving.
II. CURB, GUTTER AND SIDEWALK CONSTRUCTION
1. All concrete used to construct curbs, gutters and sidewalks within the street rights-
of-way shall be Class A and shall be properly cured and protected against loss of
moisture and extreme temperatures by methods approved by the County Engineer
prior to construction.
2. All concrete shall be protected from rain damage. Any concrete damaged by rain
shall be replaced at the Contractor's expense.
3. 1 -inch Transverse Expansion Joints will be required at all cold joints and on each
side of all inlet structures. Joints shall be filled with preformed joint filler.
4. Transverse Construction Joints shall be installed at 10 -foot intervals, and shall be
filled with 1/4 -inch preformed joint material.
5. Curbs shall be promptly backfilled after curing protection has been applied.
Backfill shall be compacted as soon as practical at an elevation slightly above the
curb. Regrading will be necessary as the backfill settles to insure grade above the
curb.
6. All sidewalks shall conform to Section 604.03 of the Standard Specifications.
Sidewalks will be 4'-0" in width and 4 -inches thick, except where crossing
driveways they shall be 5 -inches.
40 FT. HALF R/W
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Standard Specilicelions.
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(i.e. wolermoins, storm sewers, sanitary sewers, ecl.)
PIPE UNDERDRAIN
NO SCALE
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BY ORDINANCE
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COMBINED DRAINAGE. ��
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(TYPICAL)
HAMILTON COUNTY HIGH Y STANDARD CROSS-SECTION
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Conduits for future utility crossings may be installed alter underdrans
COLLECTOR STREET W/o CURE
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h prior to curb h pavement if desired to ovoid future bores at 48'.
SCALE: I"= 6'-0"
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Depth shall be 24' below top of back of curb.
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NOTES:
1.) All tops, laterals, pushes, bores and other underground road crossings for all utilities shall be at
' VARIATION FROM THIS SHALL BE APPROVED IN WRITING BY COUNTY ENGINEER.
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a minimum of 48• below the pavement surface to avoid deflections which will damage the underdran system.
*+ 5'-0" WHERE REQUIRED BY ORDINANCE.
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ACTUAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECIFIC SITE.
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across the road or curb subbase for utility installations within the r/w. In no event shall cutting of the asphalt
3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Bose Drain
C is for Conduit
G is for Gas
W is for Water
NOTES:
I. Curb to be stamped at oil locations where any of the above cross under a curb.
2. Letter to be stamped prior to concrete setting up, whenever possible.
3. Stomp to be a minimum of 1/2 inch (10mm) deep.
CURB STAMP
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED: �3-J1�95
`_� 3//o/g• STANDARD PLAN
RECOMENDEO: --�" NAIa 1a LYxrN"-rc TT1mcu a'� r-
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APPROVED:„- DAFE
EARTH OR SIDEWALK SURFACE
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�I CABLE N, ELECTRIC k MIN. oc IW
Z TELEPHONE LINES, MAY 3 MIN. 3
18'
NOTES:
Ylstelotion of underdrair shall conform to section 718 of the Indiana Department Of Tranparlation
Standard Specilicelions.
lbWerdrains sholl not be installed unlN find grading and compoclion is completed on subTade.
BE BURIED TOEETHER OR 18"
INDEPENDENTLY ANYM4IERE h �•- <
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tlfldesdrans shall not be instolled until utilities located beneath the underdroins are in plate.
(i.e. wolermoins, storm sewers, sanitary sewers, ecl.)
PIPE UNDERDRAIN
NO SCALE
al NTMI THE EASEMENT.
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STANDARD PLAN
REVISED:
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APPROVED: '>'-15-93
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COMBINED DRAINAGE. ��
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WATER MAIN
(MIN. 48- DEEP) �" w w w TAP TO HOUSE
(TYPICAL)
Conduits for future utility crossings may be installed alter underdrans
h prior to curb h pavement if desired to ovoid future bores at 48'.
Z
Depth shall be 24' below top of back of curb.
=
NOTES:
1.) All tops, laterals, pushes, bores and other underground road crossings for all utilities shall be at
a minimum of 48• below the pavement surface to avoid deflections which will damage the underdran system.
=
2.) All utilities to be installed under the road or curb shall be installed prior to the underdrons if a trenching
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operation is to be used. Subsequent to the underdrains being installed, NO trenching or plowing will be allowed
across the road or curb subbase for utility installations within the r/w. In no event shall cutting of the asphalt
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binder, surface or concrete be allowed. No undercutting of in place curbs will be allowed.
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3.) Any repairs to the underdron system shall be inspected by the Surveyors Office when o regulated drain is
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involved, otherwise by the Hamilton County Highway Department.
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4.) Water tap h gas lop pits shall be granular backfilled to within 10• to the top of curb.
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M5.)
This typical detail applies only to roads having the R/W and easement characteristics as shown on this plan.
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6.) All depths measured from -top of back of curb.
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7.) Deviations will require a variance from the County Engineer.
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TYPICAL UTILITY LOCATIONS AND LOCAL ROAD CROSSING DETAIL
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NO SCALE
3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Bose Drain
C is for Conduit
G is for Gas
W is for Water
NOTES:
I. Curb to be stamped at oil locations where any of the above cross under a curb.
2. Letter to be stamped prior to concrete setting up, whenever possible.
3. Stomp to be a minimum of 1/2 inch (10mm) deep.
CURB STAMP
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED: �3-J1�95
`_� 3//o/g• STANDARD PLAN
RECOMENDEO: --�" NAIa 1a LYxrN"-rc TT1mcu a'� r-
m -i7 -9s O - (�
APPROVED:„- DAFE
EARTH OR SIDEWALK SURFACE
24-
GONG. CURB
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18' MAX. MM. 6• SUB SURFACE DRAIN
NOTES:
Ylstelotion of underdrair shall conform to section 718 of the Indiana Department Of Tranparlation
Standard Specilicelions.
lbWerdrains sholl not be installed unlN find grading and compoclion is completed on subTade.
Any contamination of underdron backfill shah be removed prior to installation of oggregote base.
tlfldesdrans shall not be instolled until utilities located beneath the underdroins are in plate.
(i.e. wolermoins, storm sewers, sanitary sewers, ecl.)
PIPE UNDERDRAIN
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
STANDARD PLAN
REVISED:
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STANDARD PIAN
RECOMENDED: rzurtT t DAR
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APPROVED: '>'-15-93
NAMLNM OmAry 1111111M= ax
TYP.
10'
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24'
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NOTES:
Expansion pints ore required at Storm Inlets.
Contraction pmts should be installed of 10' spacings.
Spacing sholl be 5' on curve radii.
Contraction pints shall be tooled or sawn in
continuously pared curbs to a depth of 1/2• min.
CONCRETE ROLL CURB & GUTTER
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
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STANDARD PLAN
RECOMENDED:
HAIOr COUNTY tKINEER DATE
MR
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v - 1
APPROVED •Y-6 -93
KURIOr COUNTY IIeECTOR DAIS
UTILITY 25' R/W O1 25' R/W O1 UTILITY
EASEMENT
EASEMENT
MINIMUM FROM
3'
3'
MINIMUM FROM
BACK OF CURB
BACK OF CURB
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NOTES:
1.) R/W shall be increased when road width (b -b curbs) exceeds 30'-0°.
2.) Only gash water utilities ore allowed to be located in R/W.
All others shall be located in the utility easements, except to cross road.
3.) Deviations will require a variance during the permit process.
TYPICAL U11LITY LOCATIONS ON A LOCAL ROAD
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
RECOMENDED: �-+ ,,.�+•�:� � STANDARD PLAN
DATE
HAMILTON COUNTY ENGI ER DATE
APPROVED: - S -93 U
HAWLTON COUNTY DIRECTDR DATE
1- #11 H.A.C. SURFACE
3" /9 8 MIX H.A.C.-
BINDER
9" COMPACTED 053
STONE BASE (MAX.
3" LIFTS.)
H.C.R.S. TYPE I
I
30' PAVEMENT
BITUMINOUS SURFACE
SLOPE' 1�
FT.
TYPICAL STREET CROSS SECTION
NO SCALE
SHOULD
SOD
SETEOD
OFWOREQIIIREDD
MATCH UsTING
LIMITS OF FILL DOTH GRANUUIR BACKFILL
I
SHOULDER SECTM
CURB SECTION
SIDEWALK, TOPSOIL SEED
MATCH UsTINGQUI ED TO
ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED
WITH GRANULAR MATERIAL WHERE A CUT EITHER TRANSVERSES OR PARALLELS
THE ROAD SURFACE GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION
OF THE CUT. THE ENTIRE EXCAVATIO AREA WITHIN THE RIGHT -OF WAY.
GENERALAL ORDINANCE NO. 24, 1199M SECT 0 28--3328�M TO
3" TOPSOIL, SEED OR SOD AS REQUIRED
TO MATCH EXISTING
PAVEMENT SURFACE rc EXISTING GRADE
V/ COMPACTED EARTH BACKFILL
f I EQUIPMENTp4AhICAL COMPACTION
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STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
STANDARD PLAN 92-01 & 92-02
NOT -TO -SCALE
NOTE-
THE
OTETHE MAX. SLOPE ( ) OF RAMPS IS 1:12
2; ALL RAMP SURFACES TO HAVE DETECTIBLE WARNING
SURFACE THAT COMPLIES WITH A.D.A. REQUIREMENTS.
3) HOME BUILDER'S CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF THE A.D.A. RAMP WITH TACTILE SURFACE.
(NO RAISED DOMES NOR PAINT)
TYPICAL HANDI-CAPPED RAMP AT CORNER
NOT -TO -SCALE
e»ecce 100'
TOP OF CURB
PAVEMENT BOTTOM OF CURB
TRANSVERSE EXPANSION JOINTS y TRANSVERSE CONTRACTION JOINTS
*#*** WHEN BUILT IN CONJUCTION NTH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY 1/2- ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
SLOPE: 1/4" / FT.
PREPARE SUBGRADE COMPACTED
TO 987E STANDARD PROCTER
CURB
'.0..
NOTE: 0.10 - 0.15 GAL/SQ. YD. OF TYPE AE -T
ASPHALT EMULSION TO BE APPLIED
BETWEEN EACH LAYER OF BITUMINOUS
MATERIAL STONE, AND FACE OF CURB&
TACK COAT (PER ISHA SPEC'S•)
10'
4' CONC. WALK
SLOPE
1/4" FT.
TYP
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SHEET NO.
15
OF 15 SHEETS
JOB
NO.
12450