HomeMy WebLinkAboutC 201 Site Development PlanGRADING NOTES-
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2, ALL TOPSOIL SHALL BE PLACED IN NONSTRUCTURAL FILL AREAS. UPON COMPLETION
OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX
(4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS
BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND
PARKING AREAS.
3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL
EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION.
4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION
LIMITS.
6. SEE STREET PLAN k PROFILE SHEETS FOR ADDITIONAL GRADES ON STREET.
7. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS
IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND
TO DISPOSE OF TOPSOIL.
8. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE
FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS
AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FLL.
9. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S
REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL
CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL
AREAS.
10.EARTHWORK BALANCE - THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR
TO START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE
CONTRACTOR SHALL CONFIRM WITH THE OWNER AND THE ENGINEER THE REQUIREMENTS FOR
STOCKPILING, REMOVAL OR IMPORTING OF EARTH.
11. MINOR ADJUSTMENTS TO THE GRADES MAY BE REQUIRED TO OBTAIN EARTHWORK BALANCES
WHEN MINOR EXCESS MATERIAL OR SHORTAGES ARE ENCOUNTERED. IT IS RECOGNIZED BY
THE PARTIES HERETO THAT THE CALCULATIONS OF THE ENGINEER IN DETERMINING
EARTHWORK QUANTITIES SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE AMERICAN SOCIETY
OF CIVIL ENGINEERS STANDARDS FOR SUCH CALCULATIONS. FURTHER, THAT THESE
CALCULATIONS ARE SUBJECT TO THE INTERPRETATIONS OF SOIL BORINGS AS THE PHYSICAL
LIMITS OF THE VARIOUS SOIL TYPES ALSO ALLOWABLE VARIATION IN FINISH GRADE AND
PARAMETERS MAY CAUSE EITHER AN EXCESS OR SHORTAGE OF ACTUAL EARTHWORK MATERIALS
TO COMPLETE THE PROJECT. IF SUCH AN ACTUAL MINOR EXCESS OR SHORTAGE OF MATERIALS
OCCURS, THE CONTRACTOR SHALL CONTACT THE ENGINEER TO DETERMINE IF ADJUSTMENTS CAN
BE MADE TO CORRECT THE IMBALANCE OF EARTH.
12. SPOT ELEVATIONS - IF DURING THE CONSTRUCTION OR SURVEY LAYOUT PROCESS IT IS
DETERMINED THAT THERE ARE INSUFFICIENT SPOT ELEVATIONS TO PROPERLY CONSTRUCT THE
PROJECT OR THE DESIGN GRADES APPEAR TO BE TOO STEEP OR FLAT FOR ONSITE
CONDITIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO ADJUST OR
ADD ADDITIONAL ELEVATIONS AS REQUIRED.
11THE FINISHED GRADE ELEVATION ADJACENT TO THE BUILDING, TEN (10) FEET AWAY FROM THE
BUILDING SHALL BE SIX (6) INCHES LESS THAN THE MPE TO INSURE PROPER
DRAINAGE AWAY FROM THE BUILDING. ELEVATIONS AT THE SIDE YARDS PROVIDES FOR PROPER
DRAINAGE TO THE STREET OR YARD SWALES. IT IS IMPORTANT THAT THESE ELEVATIONS BE
PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER DRAINAGE. PAUL L CRIPE, INC., WILL
NOT BE RESPONSIBLE FOR INADEQUATE CONSTRUCTION OR MAINTENANCE OF GRADES AS SHOWN
ON THESE PLANS.
THIS ENGINEERED SITE PLAN DOES DISCLOSE THE REQUIRED 100 YEAR FLOOD ELEVATION
OR WETLAND RESTRICTIONS IN COMPLIANCE WITH REQUIREMENTS OF THE INDIANA DEPARTMENT
OF NATURAL RESOURCES (IDNR), THE U.S. ARMY CORPS OF ENGINEERS OR THE FLOOD
INSURANCE RATE MAPS (FIRM). THE LOT OWNER OR HIS ENGINEER SHOULD CONSULT THESE
SOURCES BEFORE PREPARING SPECIFIC SITE PLANS RELATING TO BUILDING IMPROVEMENTS.
THE HOMEOWNER, BUILDER OR HIS REPRESENTATIVE MUST HAVE A PLOT PLAN PREPARED AND
SEALED BY A PROFESSIONAL ENGINEER THAT MEETS ALL THE REQUIREMENTS OF THE PLANNING
JURISDICTIONS, FEDERAL AND STATE REQUIREMENTS, LOCAL UTILITIES, COVENANTS AND ANY OTHER
ENCUMBRANCES, THIS PLAN, AMONG OTHER ITEMS, SHALL CONSIDER FLOOR LEVELS, STORM
ROUTINGS, AND MINIMUM FLOOR ELEVATIONS, GRAVITY SEWER SHALL NOT BE CONSIDERED FOR
LOWER LEVELS.
PAUL I. CRIPE, INC., SHALL BE HELD HARMLESS IF THESE REQUIREMENTS ARE NOT MET.
ANY CONSTRUCTION BELOW THE 100 YEAR FLOOD ZONE "A" REQUIRES PERMIT FROM
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA).
ANY CONSTRUCTION IN FLOODWAY REQUIRES PERMIT FROM INDIANA DEPARTMENT OF NATURAL
RESOURCES (IDNR).
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE ABOVE STATED REQUIREMENTS
PROJECT BENCHMARK
U.S.C. &G.S. standard disk (stamped "R78 1946) set in the top
of the center of the northeast headwall of a three foot
concrete box culvert located 0.25 miles northwest of the
intersection of U.S. 421 and 116th Street and twenty -six
feet northeast of the center of U.S. 421.
ELEVATION = 885.18 (NGVD 1929)
TEMPORARY BENCHMARK
Large hinge nail in the east side of PWP #78 -250 located on
the west side of Shelborne Road just south of a large culvert
and 1000 feet north of the intersection of 116th Street and
Shelborne Road.
ELEVATION = 891.18
UTLITY PLAN NOTES -
1. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 54 NCHES OF
COVER TO PROVIDE PROTECTION FROM FREEZING.
2. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR
IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.
3. PLASTIC WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL
STANDARD NO. 256 -3, PRODUCT STANDARD 22 -70, OR ASTM D 2441.
4. SEE SHEET C705 FOR STORM SEWER DETAILS, SEE SHEET C705 FOR STORM STRUCTURE
AND PIPE DATA TABLES.
5. SEE SHEET C501 FOR SANITARY SEWER DETAILS.
6. SEE SHEETS C901 AND C902 FOR ALL OTHER DETAILS.
7. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH 'TEN STATE
STANDARDS" AND LOCAL CODES.
SITE WORK GENERAL NOTES AND SPEGMATIONS
NOTICES AND PERMS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS
AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES
PRIOR TO STARTING CONSTRUCTION.
2AT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING
CONSTRUCTION.
3AT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF All
CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES.
4.17 SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND
REPLACEMENT OF THE DEFECTIVE WORK. R IS RECOMMENDED THAT THE DEVELOPER HAVE A
QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
5. R IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE
INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO
CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS
NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS
DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS.
6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR.
7.000UPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS.
FINAL. RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF
A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
9. LOCATIONS do ELEVATIONS OF ' FLOODWAY LIMITS" AND "100 YEAR FLOOD LIMITS' ARE SHOWN
FOR REFERENCE ONLY. DEVELOPER/BUILDER/INDIVIDUAL LOT OWNER TO REFER TO NATIONAL
FLOOD HAZARD INSURANCE MAP (F.E.MA) TO DETERMINE FLOOD HAZARD POTENTIAL PRIOR TO
INDIVIDUAL LOT /PROJECT CONSTRUCTION.
I0.ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF
INTEGRAL CURB AND WALK.
11. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS AND PLATS FOR EXACT INFORMATION.
12. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS
13.ALL DEBRIS AND OBSTRUCTIONS SHALL BE REMOVED FROM TOP OF BANK TO TOP BANK ALONG THE CREEK.
FINAL DETERMINATION OF CLEARING TO BE MADE IN THE FIELD BY THE INSPECTOR.
SITE PLAN LEGEND
PROPOSED CONSTRUCTION
BUILDING SETBACK LINE
EASEMENT LINE
RIGHT -OF -WAY
- - -
CENTERLINE
'-
D.E.
= DRAINAGE EASEMENT
S.S.E.
= SANITARY SEWER EASEMENT
U.E.
= UTILITY EASEMENT
L.E.
= LANDSCAPE EASEMENT
NAE.
= NON ACCESS EASEMENT
C.E.
- CONSERVATION EASEMENT
B.S.L.
= BUILDING SETBACK LINE
R
= RADIUS
L
= ARC LENGTH
PA.B.
z POINT OF BEGINNING
Ac.
= ACRES MORE OR LESS
S.F.
= SQUARE FEET MORE OR LESS
M.F.G.
= MINIMUM FINISHED GRADE
F.P.G.
= FLOOD PROTECTION GRADE
rn
904.9
SWALE GRADE TO BE CONSTRUCTED DURING INIIIAL EARTHWORK.
904.9 SIDE YARD SWALE GRADE TO BE CONSTRUCTED AT TIME OF HOME CONSTRUCTION.
M.E. MATCH EXISTING GRADE
LITNJTY PLAN LEGEND
PROPOSED GONSTRUCTION
SANITARY SEWER
SANITARY LATERAL SANITARY MANHOLE
SANITARY LINE S
SANITARY STRUCTURE NUMBER 5XX
SANITARY CASTING ELEVATION TC 715.50
STORM SEWER
CURB WITH SUBSURFACE DRAIN (SSD)
CURB INLETS
STORM SEWER INLETS
STORM MANHOLE
END SECTION
STORM SEWER STRUCTURE NUMBER
STORM SEWER INVERT ELEVATION
TOP OF CASTING ELEVATION
DRAINAGE SWALE
DRAINAGE FLOW ARROW
IE 715.50
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Sheet
C201
Dale
07 -16-01
Projecl Number
960324 -20600