210 East MainFI
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8470 Allisonville Point Blvd., Suite 222
Indianapolis, Indiana 46250
CONSTRUCTION PLANS FOR:
210 EAST MAIN
CARMEL, INDIANA
SHEET INDEX
SHEET NO.SHEET NAME
C100 COVER SHEET
C101 DEMOLITION PLAN
C201 SITE PLAN
C301 GRADING PLAN
C501 DETAILS
C502 SPECIFICATIONS
DETAILS
C701 EROSION CONTROL PLAN
C702 EROSION CONTROL DETAILS-SWPPP
L101 LANDSCAPE PLAN
REVISIONS
SHEETS REVISION DESCRIPTION DATE
PLAN DATE: 7-15-2016
SHEET NO.
OF1 12
C100
PLANS PREPARED BY:
JOB NUMBER: 160012
PROJECT
LOCATION
PROJECT
LOCATION
GENERAL NOTES:
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND VERIFIYING THAT ALL
PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY OR TOWN, COUNTY
AND STATE GOVERNMENT AGENCIES PRIOR TO STARTING CONSTRUCTION.
2.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES IN THE AREA OF THE PROJECT SITE BEFORE STARTING
CONSTRUCTION.
3.18" OF VERTICAL SEPARATION SHALL BE MAINTAINED FOR ALL UTILITY CROSSINGS.
4.ALL GRADES AT BOUNDARY SHALL MATCH EXISTING GRADES.
5.IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY EXISTING
UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT IS THE
SUBCONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES
FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE
SUBCONTRACTOR IS TO NOTIFY IN WRITING THE OWNER AND ENGINEER OF ANY CHANGES,
ERRORS OR OMISSIONS FOUND ON THE PLANS BEFORE ANY WORK IS PERFORMED OR
RESUMED.
6.ANY PART OF THE SANITARY SEWER AND WATER MAIN TRENCHES RUNNING UNDER PAVED
AREAS ARE BACKFILLED WITH COMPACTED GRANULAR MATERIAL.
7.THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE FOR INFORMATION PROVIDED
BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES.
8.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION IS TO CONFORM TO APPLICABLE
LOCAL STANDARDS, INDOT MUTCD AND INDOT SPECIFICATIONS.
9.ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH
APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY.
2 WORKING DAYS BEFORE YOU DIG.
"IT'S THE
LAW"
Know what's
before you dig.Call
R
Below
MSCG, LLC
PLANS PREPARED FOR:
OPERATING AUTHORITIES
DESIGN DATA:
INDIANA STATE DEPARTMENT OF TRANSPORTION STANDARD SPECIFICATIONS. LATEST EDITION TO BE USED
WITH THESE PLANS.
ADA STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION TO BE USED WITH THESE PLANS.
ALL STORM WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY OF CARMEL STANDARDS AND
SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. IN THE EVENT THESE PLANS ARE IN CONFLICT
WITH SAID STANDARDS, THE MORE STRINGENT REQUIREMENTS SHALL BE USED.
ALL DETAILS AND SPECIFICATIONS FOR WATERMAIN CONSTRUCTION SHALL MEET THE CURRENT
REQUIREMENTS OF CITIZEN'S WATER.
INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL FOR DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION
TO BE USED WITH THESE PLANS.
BENCHMARK NOTE
Studio A of Indianapolis, Inc.
9511 East 96th Street
Indianapolis, IN 46256
(317)585-0834
Contact: Max Mouser
Email: maxmouser@sbcglobal.net
www.studioAindy.com
CLAY TOWNSHIP, HAMILTON COUNTY
SEC. 30, TWP. 18 NORTH, RANGE 4 EAST
PROPOSED LOT COVERAGE
N89°44'37"E 89.83'
POINT OF BEGINNINGMAIN STREET
S89°44'37"W 89.83'
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POINT OF BEGINNING
SEA Group, Land Surveyors
SEA Group, Land Surveyors
838 ft
838 ft
838 ft
838 ft
838 ft
838 ft
838 ft
840 ft
842 ft
842 ft
842 ft
845 ft
846 ft
846 ft
846 ft
846 ft
847 ft
847 ft
847 ft
847 ft
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SEA Group, Land Surveyors
LEGEND
TREE PRESERVATION 2/22/2017
SEA Group, Land Surveyors
SEA Group, Land Surveyors
5'
SETBACK
5'
SETBACK
20' SETBACK
5' SETBACK
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ENG COMMENTS 5/23/2017
SEA Group, Land Surveyors
SEA Group, Land Surveyors
838 ft
838 ft
840 ft
842 ft
845 ft
846 ft
846 ft
846 ft
846 ft
847 ft
847 ft
847 ft
847 ft
5'
SETBACK
5'
SETBACK
20' SETBACK
842.77
842.28841.27840.78
844.77
844.28
844.27
843.78
843.77843.28
843.27
842.78
841.77
841.28
842.27841.78
844.82
844.82
841.27840.78840.69
840.48
840.07 ME839.97 ME
842.92
843.28
842.45841.95
839.23 ME839.08 ME
842.93
842.43
843.12
842.62
842.12
841.62
5' SETBACK
843.38
843.41
843.31
843.60
842.89
842.39
843.51
843.01
843.18842.68
844.34
843.01
843.89843.40
843.01
842.96
843.30842.80
842.85
841.60
841.10
841.64
841.65
841.50
841.00
840.97
841.02
841.60
841.10
841.60841.10
842.40
841.90
845.60
846.05843.01
845.60
846.05845.55
846.01845.51845.00
843.55
842.82
846.01
843.01
844.47843.96
843.43842.92
844.99
844.48
843.95843.44
843.43842.92 846.01
843.51843.01
846.07843.55
846.07845.57
841.67
840.60840.10
840.08839.58
839.86839.36
839.74839.24
840.13
841.00
841.00
841.10
841.10840.40
839.76
839.44
841.55
840.97
841.02
840.85
840.35
841.00
840.30
840.27
840.75840.25
841.60 RIM
842.60 RIM
842.81 RIM
846.00843.60
846.00
843.40845.00
843.40
844.00843.40
845.00844.70
844.00843.70
842.62
841.20
844.90843.21
844.30843.08
843.60842.84
844.34843.84
843.37
843.00
843.40
843.32842.82
842.93
842.89
842.06 842.10
840.88
843.56842.96 843.56
843.06
RIM:842.38INV:840.71
RIM:841.62
INV:839.95
RIM:840.40INV:839.50
RIM:840.00INV:839.50
RIM:843.55INV:839.94
GR
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SYMBOL LEGEND
SEA Group, Land Surveyors
ENG COMMENTS 5/23/2017
SEA Group, Land Surveyors
SEA Group, Land Surveyors
838 ft
838 ft
840 ft
840 ft
842 ft
846 ft
846 ft
846 ft
846 ft
847 ft
847 ft
847 ft
847 ft
5'
SETBACK
5'
SETBACK
20' SETBACK
5' SETBACKRIM:842.38INV:840.71
RIM:841.62INV:839.95
RIM:840.40INV:839.50
RIM:840.00INV:839.50
RIM:843.55INV:839.94
UT
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SYMBOL LEGEND
SEA Group, Land Surveyors
ENG COMMENTS 5/23/2017
REV E7003-110-025DWG NO.1 OF 1SHEET1:20SCALEDWG SIZE A
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
12 IN INLINE DRAIN QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
04-03-06DATE
EBCDRAWN BY
03-15-16
NMH
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
INVERT ACCORDING TO
PLANS/TAKE OFF
NYLOPLAST 12" INLINE DRAIN: 2712AG 6N
(3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,
ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC
(CORRUGATED HDPE SHOWN)
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE BRONZE GRATE.
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
N-12 HP, & PVC SEWER.
4 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY.
5 - DIMENSIONS ARE IN INCHES
6 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 & HANCOR DUAL WALL BELL
INFORMATION & DRAWING NO. 7001-110-364 FOR N-12 HP BELL INFORMATION.
(B)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
®
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
STANDARD GRATE OPTION
INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
DE
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NOT TO SCALE
ADA PARKING STALLSNOT TO SCALE
ADA PARKING SIGN
NOT TO SCALE
ADA PARKING SIGN
NOT TO SCALE
CONCRETE CURB AND WALK
1.25" HMA, 9MM, SURFACE, TYPE A
2" HMA, 12.5 MM, BINDER, TYPE A
6"-#53 CRUSHED LIMESTONE
COMPACTED SUBGRADE
LIGHT DUTY ASPHALT
NOT TO SCALE
BICYCLE RACK
NOT TO SCALE
PCCP CONTRACTION
JOINT SPACING
NOT TO SCALE
NYLOPLAST 12" INLINE DRAIN: 2712AG 6N
PERVIOUS PAVER BMP
NOT TO SCALE
NOT TO SCALE
NEENAH STORMWATER CURB OPENING - R3262 ENG COMMENTS 5/23/2017
GE
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6
PAVEMENT
A.SCOPE OF WORK
1.The work required under this section includes all exterior concrete and bituminous paving and related items necessary to complete the
work indicated on drawings and described in the specifications, including but not limited to:
a.All drives, parking areas within contract limits
b.Curbs and gutters
c. Sidewalks, concrete slabs, exterior steps
B.MATERIALS
1.Concrete: Concrete shall be ready-mixed and shall be a mix of proportioned fine and coarse aggregates with portions cement and water.
Minimum cement content shall be 5 bags per cubic yard of concrete and maximum water content shall be 5.5 US gallons per sack of cement,
including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. The
slump of machine placed concrete shall be no less than 1-1/4 inches or more than 3 inches. Standard test ASTM C-143 shall be used to
measure slump. Minimum compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of
5% to 8% by volume per ASTM C-260. Re-tempering of delivered concrete shall not be permitted. Concrete shall be composed of:
a.Portland cement: conforming to ASTM C-150, Type IA or type IIIA.
b.Aggregates: conforming to ASTM C-35.
c.Water: Shall be clear and free from injurious amounts of oils, acids, alkalis, organic materials or other deleterious
substances.
2.Welded Steel Wire Fabric: Where required for concrete reinforcement shall conform to ASTM A185.
3.Pre-molded Joint Filler: Shall be non-extruding type meeting ASTM D-544, except that pre-molded joint filler used in concrete walk
construction may be either non-extruding or resilient.
4.Bituminous Pavement Materials: All materials proposed for the construction of bituminous pavements shall comply with the Indiana
Department of Transportation Standard Specifications, latest revisions.
5.Compacted Aggregate Sub-base
a.If a certain type of aggregate is specified and labeled per the plans and/or details, then that aggregate shall meet and be in
accordance with the INDOT Standard Specifications.
b.If the aggregate is not specified or labeled than it shall be crushed stone or gravel meeting the following requirements.
Crushed gravel shall be a minimum of 35% crushed material. Fines shall be limited to a maximum of 8% of the total. Material
shall be free from an excess of flat, elongated, thinly laminated soft or disintegrated pieces, and shall be free from fragments
coated with dirt. Compacted aggregate shall have a gradation as presented below.
C. APPLICATION
1.Grading: Do any necessary grading in addition to that performed in accordance with EARTHWORK Section, to bring sub-grades, after final
compaction, to the required grades and sections for site improvement.
2.Preparation of sub-grade: Remove spongy and otherwise unsuitable material and replace with stable material. No traffic shall be allowed
on prepared sub-grade prior to paving.
3.Compaction of subgrade: Refer to Section 207 of the INDOT Standard Specification Manual.
4.Utility Structure: Check for correct elevation of all manhole covers, inlets, valve boxes and similar structures located within areas to be
paved and mark, or have made any necessary adjustments to such structures.
5.Placing concrete:
a.Sub-grade: Place concrete only on a moist, compacted sub-grade of base free from loose material. No concrete shall be
placed on a muddy or frozen subgrade.
b.Forms: All forms shall be free from warp, light enough to prevent leakage and substantial enough to maintain their shape
and position without springing or settling when concrete is placed. Forms shall be clean and smooth immediately before
concreting.
c.Placing concrete: Concrete shall be deposited so as to require as little handling as practical. When concrete is to be placed
at an atmospheric temperature of 35 degrees (F) or less, the Indiana Department of Transportation Standard Specifications,
latest revision shall be followed.
6.Concrete Cub and Gutter:
a.Expansion Joints shall be ½” thick pre-molded at ends of all returns and a maximum spacing of 100 feet.
b.Contraction Joints: Unless otherwise provided, contraction joints shall be joints spaced 10 feet on center.
c.Finish: Tamp and spread concrete as soon as placed, and fill any honeycombed places. Finish square corners to ¼ inch radius
or as otherwise required.
7.Concrete Walks and Exterior Steps:
a.Slopes: Provide ¼ inch per foot cross slope. Contractor shall make field adjustments in slopes at walk intersections as
necessary to provide proper drainage.
b.Dimensions: Walks and steps shall be one course construction and of widths and thickness shown on the drawings.
c.Finish: Spread concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply
medium broom finish and scribe control joints at 6 foot spacing. Provide ½ inch expansion joints where sidewalks intersect and
at a maximum spacing of 48 feet along walks.
8.Curing Concrete: Except as otherwise specified, cure all concrete by one of the methods described in the Indiana Department of
Transportation Standard Specifications, latest revision.
9.Bituminous Pavement: Hot asphalt concrete pavement shall be as specified in the Indiana Department of Transportation Standard
Specifications, latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is 40 degrees (F) or below
and falling.
10.Compacted Aggregate Sub-base: The thickness shown on the drawings is the minimum thickness of the fully compacted sub-base:
Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 95% compaction using Standard
Testing Procedures. Along curbs, headers and walls and at all places not accessible to the roller, the aggregate material shall be tamped with
mechanical tampers.
EARTHWORK
A. SCOPE OF WORK
1.Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the
work indicated on the drawings and described in the specifications. The Contractor shall notify, in writing, the Owners and the Engineer of
any changes, errors, or omissions found on the plans or in the field, before work is started or resumed.
a.In general, the items of work to be performed under this section shall include clearing and grubbing, removal of trees and
stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill, compaction and rough grading of
entire site as indicated on the drawings.
b.Excavated material that is suitable may be used for fill. All unsuitable material and all surplus excavated material not
required shall be removed from the site by the Contractor. The location of dump and length of haul shall be the Contractor's
responsibility.
c.Provide and place any additional fill material from off the site as may be necessary to produce the grades required. Fill
obtained from offsite shall be of kind and quality as specified herein, and as approved by the Engineer & Owner.
2.The Contractors shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation.
3.Work not included: The following items of related work are specified and included in other sections of these specifications.
a.Excavation, grading and backfilling for utility lines.
b.Storm drainage systems.
c.Sanitary sewer systems.
d.Water supply systems.
e.Drives and paving.
B.BENCHMARKS
1.Maintain carefully all bench marks, monuments and other reference points. If disturbed or destroyed, replace as directed by the Engineer.
C.REMOVAL OF TREES
1.Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be
done as noted on drawings or approved by the Owner.
2.All brush, stumps, wood and other refuse from the trees shall be removed from the site or burned with proper permits (where applicable).
D.PROTECTION OF TREES
1.General Protection: the Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site
that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started;
do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint.
E.STRIPPING OF TOPSOIL
1.Remove topsoil to a depth of 6 inches (or as indicated by Owner's Geotechnical Engineer) from the areas to be occupied by roads, walks,
buildings, and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Top soil shall be
reasonable free from subsoil, debris and stones larger than 2 inches.
F.DISPOSITION OF UTILITIES
1.Rules and regulations governing the respective utilities shall be observed in executing all work under this section.
2.It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his/her phase of the work. It shall
be the contractor's responsibility to contact the owners of the various utilities before work is started. The contractor shall notify, in writing,
the owners or the engineers of any changes, errors or omissions found on these plans, and/or in the field before work is started or resumes.
3.Where active utilities are encountered but not shown on the drawings, the Contractor shall notify the Utility Company, Owner, and
Engineer prior to proceeding with any work. An appropriate course of action shall be agreed upon by the Utility Company, Owner and
Engineer prior to work commencing.
4.Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer. They shall be
removed, plugged or capped as directed by the Engineer and/or Utility Company.
G.SITE GRADING
1.Grades: Perform all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the
drawings. Undercut open areas 4” for topsoil.
2.Rough grading: 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 rounding at top and bottom of banks and other break in grade. All open areas shall be
graded a minimum of 0.5% and a maximum of 3H:1V slope.
3.Sub-grade shall be proof rolled with suitable material. Contactor shall coordinate the proof roll procedure with the agency having
jurisdiction to ensure proper representation is in attendance for the test.
4.Sub-grade for building areas shall be compacted to a minimum compaction of 95% Modified Proctor Density or per the
Architectural/Structural Construction Plans for the corresponding building area. The Architectural/Structural plans shall govern.
5.Sub-grade for streets and paved areas - See PAVEMENT specifications.
6.See PAVEMENT section for additional information.
7.All fill material shall be formed from soil free of deleterious material. Prior to placement of fill, a sample of the proposed material shall be
submitted to the Owner's Geotechnical Engineer for approval. The fill material shall be placed in layers not to exceed 8” in loose thickness
and shall be spread and compacted at the proper moisture content.
8.All fill material in areas outside of building and pavement areas shall be compacted lightly with each lift and protected from erosion. Areas
of building construction shall have suitable fill material placed and compacted in accordance with the Soils Engineer's report and per
sub-section 4 described above in the Section.
9.The Contractor shall verify all earthwork quantities prior to the start of construction. The Contractor shall notify the Owner and Engineer
in writing if excess or shortage of earth quantities is encountered and verify requirements for stockpiling, removal or importing earth. Owner
and Engineer hereby reserve the right to allow minor adjustments in proposed grades to reduce an earth quantity disparity.
H.SEEDING PREPARATION
1.Contractor shall resolve any surface or subsurface drainage problems and construct permanent erosion control structures.
2.Remove all rocks, roots or other materials that may interfere with seedbed preparation.
3.Perform the major filing, shaping and smoothing of gullied or severely eroded areas.
4.Have soil tested to check pH and fertility levels. Apply lime at rate specified in seeding specifications on the plans.
5.Work all lime and fertilized into the soils to a depth of 2-3 inches with a small disk, harrow or rake operated across the slope as much as
possible.
6.Firm the soil bed where possible. Do not over pack the soil to ensure compacting does not restrict water and root penetration into the
soil.
STORM SEWER SYSTEMS
A.SCOPE OF WORK
1.The work under this section includes all storm sewers, storm manholes, storm water inlets, and related items, including excavating and
backfilling, necessary to complete the work shown on the drawings.
2.All work under this section shall be in accordance with the City of Carmel Stormwater Standards and Specifications unless specifically
noted otherwise. In the event requirements provided herein conflict with the aforementioned Standards, the more stringent provisions shall
be used.
B.MATERIALS
1.Storm Sewers:
a.Reinforced concrete sewer pipe shall conform to ASTM C-76 class 3 (unless otherwise noted) latest revision with joints and
gaskets conforming to ASTM C-443 latest revision.
b.High Density Polyethylene Pipe-HDPE
1)Pipe shall meet Type 5 pipe under AASTO M294 for sizes 12 inches to 36 inches, and AASHTO MP5 for 42 inches and
48 inches.
2)Flexible gasket joints shall be compression type so that when assembled, the gasket inside the machined groove on
the pipe spigot will be compressed radially in the pipe bell to form a soil tight seal for all soil types and groundwater
conditions.
3)Gaskets shall conform to all requirements of ASTM F-447.
2.Manholes:
a.Precast reinforced concrete manhole sections shall conform to ASTM C-478 latest revision.
b.Castings shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage distortion or other defects. They
shall be smooth and well-cleaned by shotblasting or by some other approved method. They shall be coated with asphalt paint
which shall result in a smooth coating, tough and tenacious when cold, not tacky or brittle. They shall be grey iron meeting
ASTM A-48 latest revision.
c.Joints: manhole sections shall be jointed with rubber type gaskets. The rubber type gaskets shall meet ASTM C-443 latest
revision.
3.Sub-surface/Underdrains:
a.Perforated plastic pipe sub drains shall conform to ASTM D-3034 SDR 35, ASTM D-2729, or ASTM F-405.
4.PE Pipe and Fittings
a.Corrugated PE Drainage Pipe and Fittings NPS 12 (ON 250) and smaller; AASHTO M 252M, for coupling joints.
1)Silt-tight couplings: PE sleeve with ASTM D 1056, Type 2, Class A, Grade 2 gasket material that mates with tube and
fittings.
2)Soil-tight Couplings: AASHTO M 252M, corrugated, matching tube and fittings.
3)Type S, double walled with smooth waterway.
b.Corrugated PE Pipe and Fittings NPS 12 to NPS 48 (DN 250 to DN 1200); AASHTO M 294M, Type S, with smooth waterway
for coupling joints.
1)Silt-tight couplings: PE sleeve with ASTMS D 1056, Type 2, Class A, Grade 2 gasket material that mates with pipe and
fittings.
2)Soil-tight Couplings: AASHTO M 294M, corrugated, matching pipe and fittings.
c.Manhole Steps
1)Manhole steps shall be polypropylene, polypropylene coated steel reinforcing, or an approved non-corrosive
fiberglass material. The copolymer polypropylene shall meet the requirements of ASTM D-4101 reinforced with
deformed 3/8” minimum diameter reinforcing steel conforming to the requirements of ASTM 1-615, grade 60.
C. APPLICATION
1.Permits and Codes: This section is intended to provide the Contractor with a basis for bidding purposes and general information. The
Contractor shall be responsible for ensuring their bids, materials and workmanship are in accordance with local jurisdictional requirements.
Contractor shall furnish all bonds necessary to get permits for cuts and connections to existing sewers.
2.Local Standards: The term “Local Standards” as used herein means the standards of design and construction of the respective municipal
department or utility company.
3.Existing improvements: The Contractor shall maintain in operating condition all active utilities, sewers and other drains encountered in
the sewer installation. Contractor shall repair to the satisfaction of the Owner/Utility Company any damage to existing active improvements
at no additional cost to Owner.
4.Workmanship: Shall conform to all local, state and national codes and to be approved by all local and state agencies having jurisdiction.
5.Trenching: Lay all pipe in open trenches, except when the local authority gives written permission for boring/tunneling. Open the trench
sufficiently ahead of pipe-laying to reveal any obstructions. The minimum width of the trench shall be the outside pipe diameter multiplied by
1.25, plus 12 inches (min). Sheet and brace trench as necessary to protect workmen and adjacent structures. All trenching to comply with
Occupational Safety and Health Administration Standards. Keep trenches free from water while construction is in progress. Under no
circumstances shall construction activities commence in standing water. Conduct the discharge from trench dewatering to appropriate drains
or natural drainage channels.
6.Special Supports: Whenever, in the opinion of the Engineer, the soil at or below the pipe grade is unsuitable for supporting sewers and
appurtenances specified in this section, such special support, in addition to those shown or specified, shall be provided as the Engineer may
direct, and the contract will be adjusted.
7.Bedding: Bedding material shall be compacted No. 8 crushed stone or No. 8 fractured face aggregate meeting INDOT Standard
Specifications and shall be placed in the trench bottom such that after the pipe has been placed to grade and line, there remains a minimum
depth of material below the outside pipe wall. Refer to the tables below.
a.HDPE/Flexible Pipe
No. 8 crushed stone or No.9 fractured face aggregate meeting INDOT specifications shall be placed around the sides of the pipe
up to the sides of the pipe to the springline (1/2 the Outside Diameter). This material shall be shovel sliced or otherwise
carefully placed and “walked” or hand tamped in to ensure compaction of the haunch area and complete filling of all voids.
From the springline to 12” above the top of the pipe bedding shall be added in 6” lifts “walked” in for compaction. Backfilling of
the remainder of the trench shall be as specified In the next Section.
b.Reinforced Concrete Pipe (RCP)
No. 8 crushed stone or No. 8 fractured face aggregate meeting IDNOT specifications shall be placed around the sides of the pipe
up to the sides of the pipe to the springline (1/2 the Outside Diameter). This material shall be shovel sliced or otherwise
carefully placed and “walked” or hand tamped in to ensure compaction of the haunch area and complete filling of all voids.
Backfilling of the remainder of the trench shall be as specified in the next Section.
8.Backfill: The following materials shall be used to backfill the trenches in accordance with and in the manner indicated by the requirements
specified herein:
a.Granular Backfill: Granular backfill material shall be B Borrow or Structural Backfill in accordance with Section 211 of INDOT
Standard Specifications. Backfill under and within 5' of walks, parking areas, driveways, and streets shall be granular material
only.
b.Non-Granular Backfill: In areas not requiring granular backfill material, the trench shall be carefully backfilled with clean fill
material free of rocks larger than 6” in diameter, frozen lumps of soil, wood or other extraneous material.
9.Compaction: granular Backfill compaction shall be in accordance with Section 211 of the INDOT Standard Specifications. Bedding and
haunching shall be compacted to 95% standard proctor density for the entire depth of excavation.
10.Manhole Inverts: Construct manhole flow channels of concrete, smoothly finished and if semi-circular section conforming to the inside
diameter of the connecting sewers. Make changes in size or grade gradually and changes in direction by true curves.
11.Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It
shall also be the contractor's responsibility to contact the owners of the various utilities before work is started. The contractor shall notify, in
writing, the owners or the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed.
DEWATERING AND CONTROL OF SURFACE WATER
Whenever groundwater is encountered, the CONTRACTOR shall make every practical effort to secure a dry trench bottom before laying pipe. The
CONTRACTOR shall provide, install and operate sufficient trenches, sumps, pumps, hose, piping, wall points, etc. to depress and maintain the groundwater
level below the base of the excavation. If the CONTRACTOR is unable to remove the standing water in the trench, the CONTRACTOR shall over-excavate the
proposed bottom grade of the sewer bedding, and place not less than 3” of No. 8 crushed stone in the over-excavated areas.
The CONTRACTOR shall keep the site free of surface water at all times and shall install drainage ditches, dikes, pumps, and perform other work necessary to
divert or remove rainfall and other accumulation of surface water from excavations. The diversion and removal of surface and/or groundwater shall be
performed in a manner which will prevent the accumulation of water within the construction areas. UNDER NO CIRCUMSTANCE SHALL SURFACE WATER
AND/OR GROUDNWATER BE DISCHARGED TO, DISPOSED OF, OR ALLOWED TO FLOW INTO AN ACTIVE SANITARY SEWER SYSTEM.
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SEA Group, Land Surveyors
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SEA Group, Land Surveyors
SF
SITE
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ENG COMMENTS 5/23/2017
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SILT FENCE CONSTRUCTION
FENCE JOINING DETAIL
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TEMPORARY CONSTRUCTION ENTRANCE
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6'X8'X2' PORTABLE CONCRETE WASHOUT CONTAINER
VINYL-CON™ DETAIL A:2
DANDY SACK™ DETAIL
LAWNS AND HIGH MAINTENANCE AREAS
STEEP BANKS AND CUTS
SEED TOLERANCE CHART
LEVEL AND SLOPING, OPEN AREAS
SEED TOLERANCE
SEEDING DETAIL
TEMPORARY SEEDINGS *
PERMANENT SEEDING DATES
TEMPORARY SEEDING DATES
TD
TD TD
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TYPICAL SOIL STOCKPILE
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SEA Group, Land Surveyors
SEA Group, Land Surveyors
840 ft
840 ft
846 ft
846 ft
5'
SETBACK
5'
SETBACK
20' SETBACKVP(2)
CA(14)
HE (13)
LI (13)
SE(8)
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IL(4)
VP(1)IL(2)
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INFILTRATION
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SYMBOL LEGEND
SEA Group, Land Surveyors
PLANT SCHEDULE
KEY QUANTITY PLANT NAME-SCIENTIFIC COMMON SIZE NOTES
TREES
QR 3 QUERCUS RUBRA N. RED OAK 2.5" CAL FULL, STRONG
LEADER
SHRUBS, GRASSES AND PERENNIALS
CA 14 CALAMAGROSTIS X
ACUTIFLORA 'KARL
FOERSTER'
KARL FOERSTER
FEATHER REED GRASS
#3 FULL IN POT
HE 18 HEMEROCALLIS 'STELLA DE
ORO'
STELLA DE ORO GOLD
DAYLILY
#1 FULL IN POT
IL 10 ILEX GLABRA 'DENSA'DENSA COMPACT
INKBERRY
18"-24"36" OC
LI 30 LIATRIS SPICATA SPIKED GAYFEATHER #1 FULL IN POT
SE 8 SEDUM SPECTABILE
'HERBSTFREUDE'
AUTUMN JOY SEDUM #1 FULL IN POT
VP 4 VIBURNUM PLICATUM
TOMENTOSUM 'MARIESII'
IMPROVED
DOUBLEFILE
VIBURNUM
#7 6' OC
NOTES:
1. ALL SPECIES OF PLANT MATERIALS AND SUBSTITUTIONS THEREOF ARE SUBJECT TO ACCEPTANCE BY THE CITY OF INDIANAPOLIS AND APPROVAL OF THE OWNER AND/OR
PROJECT LANDSCAPE ARCHITECT.
2. ADJUSTENTS TO THIS LANDSCAPE PLAN MAY BE NECESSARY.
3. CONTRACTOR TO REFER TO APPLICABLE ORDINANCES AND REGULATIONS FROM THE CITY OF INDIANAPOLIS REGARDING LANDSCAPE PLANTING AND INSTALLATION.
4. MIN. 3" HARDWOOD BARK MULCH IS TO BE PLACED UNDER ALL PLANTINGS.
5. BEDLINES ARE TO BE SPADE CUT TO A MINIMUM DEPTH OF 3 INCHES UNLESS OTHERWISE SHOWN ON THE PLANS. CURBED BEDLINES ARE TO BE SMOOTH AND NOT
SEGMENTED.
6. THE LANDSCAPE ARCHITECT SHALL HAVE THE OPPORTUNITY TO SELECT PLANTS FROM NURSRERY AND SPECIFY INSTALLATION LOCATIONS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY PLANT MATERIAL THAT THE LANDSCAPE ARCHITECT DETERMINES TO HAVE BEEN DAMAGED DURING
CONSTRUCTION, AT NO ADDITIONAL COST.
8. LANDSCAPE ARCHITECT TO HAVE THE OPPORTUNITY TO VERIFY LOCATIONS OF ALL PANT MATERIAL IN FIELD PRIOR TO INSTALLATION.
9. PLANTS SHALL NOT BE LOCATED WITHIN 10' OF UTILITY STRUCTURES, WITHIN 5' HORIZONTALLY OF UNDERGROUND UTIITY LINES AND WITHIN 15' HORIZONTALLY OF OVERHEAD
UTILITY LINES UNLESS OTHERWISE SHOWN ON THE PLANS. CONSULT WITH LANDSCAPE ARCHITECT IF THESE CONDITIONS EXIST.
10. PLANTS AND OTHER MATERIALS ARE QUANTIFIED AND SUMMARIZED FOR THE CONVENIENCE OF THE OWNER AND JURISDICTIONAL AGENCIES ONLY. CONFIRM AND INSTALL
SUFFICIENT QUANTITIES TO COMPLETE THE WORK AS DRAWN AND SPECIFIED. NO ADDITIONAL PAYENTS WILL BE MADE FOR MATERIALS REQUIRED TO COMPLETE THE WORK
AS DRAWN AND SPECIFIED.
PER CARMEL 2/22/2017
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