HomeMy WebLinkAboutAddition C-001 Education Wing additionRule 5 Checklist Information
Assessment of Construction Plan Elements
Al. INDEX SHOWING LOCATIONS OF REQUIRED PLAN ELEMENTS:
Information can be found on sheet C -104, Erosion and Sediment Control Plan
A2. 1 1x17 INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES:
See attached
A3. NARRATIVE DESCRIBING THE NATURE AND PURPOSE OF THE PROJECT:
The project includes an approximately 13,000 SF building addition to the Hazel Dell Christian church along with a net gain of 42 additional parking spaces and
a pedestrian bridge connection. See sheet C -503
A4. VICINITY MAP SHOWING PROJECT LOCATION:
See cover sheet
A5. LEGAL DESCRIPTION OF THE PROJECT SITE:
See attached document
A6. LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS (ROADS, UTILITIES, STRUCTURES, ETC.):
Information can be found on sheet C -102, Site Layout and Planting Plan
A7. HYDROLOGIC UNIT CODE (14 DIGIT):
05120201090020
A8. NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS:
None are needed for this project
A9. SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE:
Information can be found on sheet C -103, Grading, Drainage and Utility Plan
A10. LOCATION AND NAME OF ALL WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO THE SITE:
No wetlands, lakes or water courses are on or adjacent to the site.
Al 1. IDENTIFICATION OF ALL RECEIVING WATERS:
Storm Sewer System flowing to Vestal Ditch, Information can be found on sheet C -503.
Al2. IDENTIFICATION OF POTENTIAL DISCHARGES TO GROUND WATER (ABANDONED WELLS, SINKHOLES, ETC.):
There are no known potential discharges to ground water on this site.
A13. 100 YEAR FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES:
There are no flood plains, floodwaters or floodway fringes on this site
A14. PRE CONSTRUCTION AND POST- CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR STORM EVENT):
The Q(10) for Pre Development is 27.61 c.f.s.
The Q(10) for Post Development is 30.02 c.f.s,
A15, ADJACENT LAND USE, INCLUDING UPSTREAM WATERSHED:
The site is surrounded mainly be Residential Areas, some single family homes and a commercial office development to the North. Information can be found on
sheet C -503
A16. LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS (CONSTRUCTION LIMITS):
See sheet C -102, Site Layout and Planting Plan and sheet C -104, Erosion and Sediment Control Plan,
A17. IDENTIFICATION OF ALL EXISTING VEGETATIVE COVER:
The addition areas are currently grass lawns, see sheet C -101, Existing Site and Slte Demolition Plan,
A18. SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS:
See attached drawing
A19. LOCATIONS, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS( PIPES, SWALES, CHANNELS, ETC):
See structure data table on sheet C -502 and sheet C -103, Grading and Drainage and Utility Plan,
A20. PLANS FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATE WITH THIS PROJECT (SEWER/WATER TIE -INS):
Information can be found on sheet C -103, Grading and Drainage and Utility Plan.
A21. LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS:
There are no soil stockpiles and/or borrow /disposal areas on this site. Information can be found on sheet C -503.
EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS:
A22. Information can be found on sheet C -101, Existing Site and Site Demolition Plan.
PROPOSED FINAL TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS:
A23. Information can be found on sheet C -103, Grading and Drainage and Utility Plan.
Stormwater Pollution Prevention Plan
B1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES:
The possibility of leaking materials from equipment fuel storage areas, leaking vechicles or equipment, equipment break down or repair, concrete washout,
trash, paint and solvents, herbicides, and miscellaneous materials utilized for construction activities.
B2, SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES:
1. Before construction, evaluate, mark and protect important trees and associated rooting zones, unique areas to be preserved, and vegetation suitable for filter
strips;
2. Install stabilized construction entrance;
3. Install perimeter BMP's;
4. Begin mass earthwork, establish stone entrance and staging area, start building construction, finish grade and seed basins, slopes, swales and mounds, install
final seed/blanket as soon as possible to stabilize disturbed areas, temporary seed all disturbed areas;
5. The west end of southern swale shall will be temporarily piped to allow access to the building pad site during construction, upon substantial completion the
pipe will be removed and the swale graded and stabilized;
6. Install storm and sanitary sewer and utilities;
7, Install inlet protection as storm inlets are completed;
8. Complete parking lots, roadways and curbs;
9. Temporary seed all disturbed areas;
10. Complete building;
11, Complete final grading and landscaping;
12. Complete final seeding;
13. Maintain all erosion and sediment control practices until all disturbed areas are permanently stabilized.
B3, STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS (AT ALL POINTS OF INGRESS AND EGRESS): Areas to be paved
shall be stabilized with a temporary stone cover. The temporary stone stabilization shall be equivalent to the proposed stone sub -base material. Adequate
sub -base depths shall be maintained during construction and provided prior to final paving. Stone stabilization shall be installed per the paving specifications
and details (See C -500 series drawings). See sheet C -104 for location.
B4. SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS:
Information can be found on sheet C -104, Erosion and Sediment Control Plan.
B5, SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS:
Information can be found on sheet C -104, Erosion and Sediment Control Plan.
B6. STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS:
Install pipe and grate inlet protection measures as new pipes or pipe extensions are installed. Limit excavation to the work that can be performed that day.
Trenches shall be seeded and mulched as part of the backfill operation. Wrap all grates with filter fabric to prevent debris and sediment from entering storm
system. Check weekly and after each storm event for debris and sediment. Clear blockages as identified. Torn or damaged fabric shall be replaced.
B7. RUNOFF CONTROL MEASURES (E.G. DIVERSIONS, ROCK CHECK DAMS, SLOPE DRAINS, ETC.):
Not applicable to this project.
B8, STORM WATER OUTLET PROTECTION SPECIFICATIONS:
Not applicable to this project.
B9. GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS:
Not applicable to this project.
B10. LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE:
See sheet C -104, Erosion and Sediment Control Plan for the location, dimensions and specifications and see sheet C -503, Erosion Control Details.
B11. TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON (INCLUDE SEQUENCING):
See the Seasonal Protection Chart located on sheet C -104.
B12, PERMANENT SURFACE STABILIZATION SPECIFICATIONS (INCLUDE SEQUENCING):
Information can be found on sheet C -102, SIte layout and planting information, sheet C -104 for the limits of seeding and the attached pages from the Lawns
and Grasses specifications section.
B13. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES:
MATERIAL HANDLING AND SPILL PREVENTION PLAN:
In the event of a spill contact Environmental Management Department (888) 233 -7745, the Carmel Fire Department (317) 571 -2632, and the owner the
property (317) 846 -9828.
Per the Indiana Department of Environmental Management Land Quality Website:
Frequently asked questions:
1. Do all spills require a spill response or just reportable spills above certain quantities? All spills require a spill response regardless or reportability.
2, What if I don't know whether a spill is reportable or not? When in doubt, call the reporting line. It is better to be advised your spill is not reportable
than to be in violation of the Spill Rule.
5. Am I responsible for reporting spills as n operator of a facilitiy or mode of transporation or is the owner responsible? Both of you. Owners and/or
operators of facilities and modes of transporation are required to report spills. Reporting the spill in a timely manner is more important than
immediately determining fault or responsibility.
Paraphrased excerpts from 327 IAC 2 -6.1 "INDIANA SPILL RULE contractor shall be responsible for familiarizing themselves with entire rule and
all other applicable laws, regulations, and guidelines.
The following spills must be reported to the Environmental Management Department:
Spills that damage the waters of the state so as to cuase death or acute injury or illness to humans or animals.
-Spills from a facility that has been notified in writing by a water utility that it is located in a delineated public water supply wellhead protection area.
The Hazel Dell Christian Church is located in a wellhead protection district.
Spills that are within fifty (50) feet of a known private drinking water well located beyond the facility property boundary.
Spills that are located within 100 yards of any high quality water designated as an outstanding state resource.
Spills that are hazardous to the surrounding surface waters
-Spills to the soils beyond the facility boundary
-Spills to the soils within the facility boundary.
SPILL CLEAN -UP
1) Spill cleanups should begin immediately. No emulsifier or dispersant should be used,
2) In fueling areas, absorbent should be packaged in small bags for convenient use and small drums should be available for storage. Absorbent
materials should not be washed down the floor drain or into the storm sewer,
3) Emergency spill containment and cleanup kits should be located at the facility site. The contents of the kit should be appropriate to the type and
quantities of chemical or goods stored at the facility.
4) Physical methods for the cleanup of dry chemicals include the use of brooms, shovels, sweepers, or plows.
5) Mechanical methods include the use of vacuum cleaning systems and pumps.
6) Chemical cleanups of material can be achieved with the use of sorbents, gels and foams, Sorbents are compounds that immobilize materials by
surface absorption or adsorption in the sorbent bulk. Gelling agents interact with the spilled chemical(s) by concentrating and congealing to form a
rigid or viscous material more conducive to a mechanical cleanup. Foams are mixtures of air and aqueous solutions of proteins and surfactnat -based
foaming agents. The primary purpose of foams is to reduce the vapor concentration above the spill surface, thereby controlling the rate of evaporation.
B 14. MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE:
All erosion and sediment control measures shall be inspected, cleaned, and maintained following each storm event. See General Erosion Control Notes
located on sheet C -104 for further information.
B15. EROSION SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS:
Not applicable to this project
Stormwater Pollution Prevention Plan- Post Construction Component
Cl. DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH PROPOSED LANDUSE:
The site's specific use will be a church building. Following is a list of Expected Pollutants and their sources associated with the proposed land use:
Lawn and Plant Fertilizers
Oil and other automotive fluids
Trash
Landscaping, Lawns
Parked cars, delivery vehicles, etc.
General site use
C2. SEQUENCING DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION:
Post construction sequencing of stormwater quality measures are to as follows: Use of the existing detention basin to control sediment; installation of the
rock chute outlet protection; and seeding of lawn when final grade established.
C3. DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER MEASURES (INCLUDE A WRITTEN DESCRIPTION OF HOW THESE
MEASURES WILL REDUCE DISCHARGE OF EXPECTED POLLUTANTS):
Measures to control pollutants in stormwater discharges after construction has been completed are to the following: use of topsoil in lawn areas for
improved infiltration of run -off and reduced need for fertilizers; flow reduction by use of open vegetated swales; minimization of land disturbance and
surface imperviousness; maximization of open space; and use of an existing detention basin. The project was designed to utilize open area swales which
allows ample time for the surface drainage to be absorbed by the existing vegetative areas prior to flowing into the existing detention basin, By
minimizing the land disturbance and surface imperviousness and by maximizing open space the design minimizes the generation of post construction
pollutants while at the same time improving the quality of the stormwater discharge from the finished project.
C4. LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE:
See sheet C -104, Erosion and Sediment Control Plan for the location, dimensions and specifications and see sheet C -503, Erosion Control Details.
C5. DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURE:
1. Maintaining stormwater quality guidelines after construction is complete shall be the responsibility of Hazel Dell Christian Church, unless
otherwise noted.
2, All temporary erosion control devised, such as silt fence, straw bales, inlet protection, etc. shall be left inplace until lawns are fully established,
The contractor shall then remove all temporary measures,
3. Following construction, Hazel Dell Christian Church shall insure the following is occurring on a regular basis:
a. Storm structures, catch basins, end sections, etc. shall be inspected monthly for accumulation of trapped debris, silt, and grit.
Systems shall be cleaned out as required. Any devices determined incapable of performing its intended function shall be
replaced.
b. All lawn areas shall be kept maintained by mowing regularly, and in the instance of turf removal, lawn seed or sod shall be provided
immediately to protect bare spots. Until lawn is reestablished, use the appropriate erosion control device until lawn is
reestablished.
c, Landscaped areas shall be protected at all times with the use of wood mulch or gravel mulch,
d. Lawns and landscaped areas shall be inspected monthly and lawn or mulch added as required to repair bare areas.
e. Parking areas shall be inspected monthly for the accumulation of grit, silt, sand, trash, oils, and other materials. These areas shall be
cleaned appropriately, within environmental guidelines.
f. Activities that may introduce oils or other pollutants into the storm system, such as auto repair, shall not be allowed to be performed
on church property. Under no circumstance shall oil or other polluntant be released into the storm system.
g. Fertilizers shall be used at rates recommended by manufacturers, Use of fertilizer/herbicide in the detention basin/swales shall be
minimized to reduce the possibilty of downstream contamination.
h. Lawn grasses in the detention basin and flowline of swales shall be maintained at 4 -6" in height to reduce stormwater velocities and
improve sedimentation. Basin areas should be aerated on a regular basis to reduce compaction and increase infiltration.
i. Lawn or landscaped areas that regularly erode or areas that regularly accumulate unsatisfactory materials shall be reviewed carefully
and preventative measured taken to correct the problem, such as regrading, redirecting storm pipe outlets, adding rip -rap,
properly maintaining vehicles, or educating staff.
j. If certain areas of the site prove difficult to maintain and preventative measures are not working, call the local Soil Conservation
Office at 317- 773 -2181 for assistance or
IDEM at 888- 233 -7745 for any emergency spills.
1.
2.
3.
General Site Grading and Drainage Notes:
Contractor shall verify all existing grades in field and report any discrepancies immediately to the Architect /Engineer.
Contractor shall provide positive drainage in all areas. Paving Contractor shall test for any ponding conditions after installation
and correct. See specifications.
See Erosion Control Sheets for erosion control to be incorporated during construction.
4. Contractor shall coordinate all earth moving activities with all existing and new utilities. Verify cover requirements with Utility
Contractors and /or Utility Companies so not to cause damage.
5. Contractor shall stabilize all earthen areas disturbed during construction. See Seasonal Soil Protection Chart and Erosion Control
Plan, if applicable.
6. Contractor shall stabilize any stockpled topsoil against erosion within 15 days of stockpiling. See Seasonal Soil Protection Chart
and Erosion Control Plan, if applicable.
7. Provide smooth transition from new areas to existing features as necessary.
8. The Contractor shall prepare the finish grade at 1/2" below adjacent paved areas. Finished grades in planting areas shall be 1"
lower than adjacent paving.
9. Prior to finish grading, Contractors shall maintain all water draining off site consistent with Drawings. No water shall be diverted
onto adjoining properties during any part of the grading process.
Accel.
Add.
Adj.
Alt.
Approx.
Arch.
Cal.
CIP
C.E.
CL
CMU
Conc.
CJ
Decel.
Demo.
Det.
Dia.
El.
Elec.
EQ
Exist.
Exp.
EJ
FOW
FFE
Ft.
Ga.
Ht.
HDPE
Horiz.
In /Ln Ft.
I.D.
Inv.
L.A.
M.H.
Max.
Mech.
Med.
Min.
N/A
O.C.
O.D.
Perp.
P.O.B.
PVC
R
Ref.
RCP
Reinf.
Req'd.
ROW
San.
SG
Sht.
Sim.
SLCPP
Specs.
Sq.
STA
Storm
Struct.
Thk.
IBS
Typ.
Vert.
VIF
W.
w/
w/o
WWF
WWM
Abbreviations:
Acceleration
Addendum
Adjacent
Alternate
Approximately
Architectural
Caliper
Cast in place
Civil Engineer
Center line
Concrete masonry unit
Concrete
Control joint
Deceleration
Demolition
Detail
Diameter
Elevation
Electrical
Equal distance
Existing
Expansion
Expansion joint
Face of wall
Finish floor elevation
Foot
Gauge
Height
High Density Polyethylene
Horizontal
Inches per linear foot
Inside diameter or dimension
Invert
Landscape Architect
Manhole
Maximum
Mechanical
Medium
Minimum
Not applicable
On center
Outside diameter
Perpendicular
Point of beginning
Polyvinyl chloride
Radius
Reference.
Reinforced concrete pipe
Reinforcing
Required
Right or way
Sanitary
Subgrade
Sheet
Similar
Smooth Lined Corrugated Plastic Pipe
Specifications
Square
Station point
Storm sewer
Structural
Thick
To be selected
Typical
Vertical
Verify in field
Width
with
without
Woven wire fabric
Woven wire mesh
"CA
(TWO WORKI
1- 800- 382 -5544
INSIDE INDIANA
TC 765.75
EP 765.25
TC 765.75
RIM 765.25
IMEI
1ST -121
I SS -03
Legend
Demolition note
Plan note
Plant note
Detail reference
Section reference
767.301 Proposed spot elevation
Note and Mark
HOLEY MOLEY SAYS,
81- Y0, D
Proposed contour
Top of curb
Edge of pavement
Top of curb
Rim
Match existing
elevation
Elevation target
Storm structure number
Sanitary sewer structure number
C"
G DAYS PLEASE)
1- 800 428 -5200
FROM OUTSIDE INDIANA
1.
General Site Notes:
All topographic and survey information has been obtained from Woolpert LLP, Project 56728.01, Dated 3/12/99, and the Design
Construction Document Data added during Phase 1 of the Project.. Schmidt Associates, Inc. claims no responsibility for the accuracy
of the information provided in these surveys.
2. Schmidt Associates added supplemental existing Topographic Elevations on Dec. 13, 2002. Existing Finished Floor (781.00) was used as
the Benchmark for this data.
3. All damages to existing improvements, excavation and /or removal of any and all existing improvements during construction shall be
kept to a minimum. Any existing improvements damaged during construction shall be restored, reconstructed or replaced by the
Contractor at his expense.
4. It is the responsibility of the Contractor to remove all mud, dirt, gravel, and any other materials trucked onto any public or private
streets or sidewalks.
5. Provide smooth transition from new areas to existing features as necessary.
6. The Contractor shall submit samples of materials and finishes to the Architect /Engineer for approval prior to ordering and installation
as outlined in the specifications.
7. All areas where proposed asphalt pavement meets the existing pavement, the existing pavement edge shall be properly sealed with a
tack coat material.
General Site Demolition Notes:
1. Removal of existing concrete and asphalt pavement indicated on plans shall include all aggregate base and subgrade materials. Sawcut
all existing paved areas to be removed. All cuts shall be clean, neat and true to line. Where plant material is proposed to replace
removed concrete and asphalt, Contractor shall remove all non- organic or toxic matter that would interfere with proposed plant
material. Contractor shall dispose of excavated material off -site at approved disposal sites only, unless shown otherwise.
2. Demolish and completely remove from site, existing underground utilities indicated to be removed. Coordinate with Utility Companies
and Owner for shut -off services, if lines are active.
3. All underground utilities or structures in proposed pavement or building areas requiring removal shall be backfilled completely with
approved engineered granular material suitable to the Landscape Architect /Engineer.
4. Refer to M, E, and P Series Drawings for site demolition Work to be performed by Mechanical and Electrical Contractor.
5. Contractor shall be responsible for the protection of existing trees and shrubs designated to remain within the Limits of Construction
to the extent of the drip lines. Existing trees shall be fenced off and no materials or heavy equipment shall encroach fenced areas
during demolition and construction.
6. Contractor shall remove and dispose of all debris in a legal manner.
7. Contractor shall maintain dust control with water at all times. Meter installation and water costs are the responsibility of the
Contractor.
8. The use of explosives is prohibited on this project.
9. Catch basins, sewer inlets, etc. are to be protected from debris and sedimentation during demolition. Install filter fabric under any
inlet castings on or off site that receive storm water from the site before any demolition or earthwork activities commence.
10. Verify all trees to be removed with Architect /Engineer in field prior to felling.
11. If any discrepancies occur between Contract Documents and site condition during demolition„ contact Architect /Engineer immediately.
General Traffic Control Notes:
1. All signs, standards, and barricades shall conform to INDOT Standard Detail Sheets and the Indiana Manual on Uniform Traffic Control
Devices.
2. It is the responsibility of the Contractor to coordinate planned construction activities with the Hamilton County and City of Carmel
Street Department prior to construction.
3. If construction activities are expected to disrupt normal off -site traffic flow, the Contractor shall be responsible for coordinating with
the Hamilton County and City of Carmel and prepare all mainten- ce of traffic plans as required by the city.
4. Normal site traffic circulation to be maintained during construction. Contractor to erect barricades as needed to protect construction
area from normal traffic patterns around the existing facilities.
5. If existing traffic circulation patterns around existing facilities must be disrupted or blocked, Contractor shall submit a traffic plan and
obtain written approval from Architect /Engineer before proceeding.
General Site Staking and Layout Notes:
1. Do not scale drawing for determining exact layout information.
2. Contractor shall stake and verify all dimensions in field prior to initiation of any construction. Review any discrepancies immediately
with the Architect /Engineer for resolution.
3. All layout components shall be staked out in the field by the Contractor. Obtain Architect /Engineer approval before starting
construction.
4. All dimensions in curbed areas shall be to face of curb. All dimensions in areas without curbing shall be to edge of pavement. All
dimensions at integral curb and walk shall be to face of curb. All dimensions from building shall be from face of building.
5. All dimensions are parallel and perpendicular to base lines, property lines or building lines unless otherwise noted.
6. All radii indicated shall be formed as circular arcs. All curves and arcs shall intersect other curves and lines at points of tangency to
form smooth transitions unless clearly shown otherwise.
7. Where not shown, sidewalk and retaining wall expansion joints shall be 30' -O" O.C. and control joints 6' -0" O.C. maximum spacing.
Curb expansion joints shall be 50' -0" O.C. and control joints shall align with adjacent sidewalk where applicable, otherwise 6' -0"
maximum spacing shall be used.
8. All walks shall receive medium broom -swept finish perpendicular to direction of traffic flow unless otherwise noted. Coordinate
junctions with Architect /Engineer in field, unless otherwise noted.
9. Accessible ramps and signage shall be in accordance with Federal, State, County, City, and Local codes whichever has jurisdiction. See
Site Plans for locations and Site Details for specifications.
10. Parking striping associated with accessible parking stalls and loading zones are to be 4" wide painted blue. All other stripes are to be
4" wide painted white.
11. Refer to Architectural Drawings for all building dimensions.
General Utility Notes:
1. All known utility locations are approximate. The Contractor shall be responsible for determining the exact location of the existing
utilities and repairing any damage done to the utilities during probing or construction. To obtain field locations of existing underground
utilities, call Indiana Underground Cable locations 1.800.382.5544.
2. Contractor shall coordinate with Utility Companies for the relocation of utilities on site or crossing the site to service adjacent
properties. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during occupied hours, except
when permitted.
3. Coordinate all utilities with M, E, and P Series Drawings.
4. All costs incurred in coordination of all new utility services shall be the responsibility of the Contractor.
5. All connections to existing storm, sanitary, water, gas, communication, and electric utilities shall be verified with Engineer and
coordinated with respective Utility prior to beginning Work.
6. A layer of filter fabric shall be placed under each inlet casting during the construction period.
7. Maintain 10 feet (horizontal) and 18 inches (vertical) separation between water mains and storm /sanitary sewers. This measurement
shall be outside to outside of pipes.
SCHMIDT
ASSOCIATES
Wil -Fra -Mar Building
320 East Vermont Street
Indianapolis, IN 46204 -2126
317- 263 -6226
Fax: 317- 263 -6224
Project No 2002 -036
Project Date March 15, 2004
Produced CEC
Revision Date APRIL 8, 2004
i
i
r
s
20:734
s
OF
OHIO
These Drawings and Specifications, and all copies thereof are and
shall remain the property and copyright of the Architect. They shall
be used only with respect to this Project and are not to be used on
any other Project or Work without prior written permission from
the Architect.
Hazel Dell
Christian Church
Education Wing
Addition
CIVIL AND LANDSCAPE
GENERAL INFORMATION
C -001