611114833A 0
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,--- .33.40
STRUCTURE #1 (INLET)
SEE DETAIL 10/C502
RIM= 832.95
MATCH SIDEWALK
3325.
25 ---TZI P.
GRADING LEGEND
PROPOSED SPOT ELEVATION $48.00
PROPOSED CONTOUR 820
EXISTING SPOT ELEVATION
EXISTING CONTOUR
WALK ELEVATION
POND FLOOR
TOP OF FOUNTAIN PEDESTAL
TOP OF WALL
320,00
820
WALK
PF
TF
TW
SITE GRADING/EROSION CONTROL PLAN
SCALE: 1" = 30'-0"
LEGEND
ALL EROSION AND SEDIMENT CONTROL WORK SHALL
8.
IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS
INSPECTION AND MAINTENANCE
O MA
INLET PROTECTION
STRUCTURE. SEE
EROSION
DETAILS
CONTROL
03/C105
AROUND
& 04/C105.
SF --- SILT FENCING (SEDIMENT FENCE).
SEE DETAIL 02/C105.
GL GRADING LIMITS
°O°000°°0°°°0000 TEMPORARY GRAVEL ENTRANCE.
000n0000°0000 SEE DETAIL 01/C105.
000000000000
SOIL TYPE, BROOKSTON SILTY CLAY LOAM
Br SEE SHEET C100 FOR SOILS MAP.
FLOW PATH EROSION CONTROL BLANKET.
(�) I= SEE DETAIL 01/C105.
STORM INLET OR MANHOLE
PROPOSED STORM SEWER
CONSTRUCTION LIMIT LINE
■
%M%Mmm
0 20 40 80
EROSION CONTROL NOTES:
1.
ALL EROSION AND SEDIMENT CONTROL WORK SHALL
8.
IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS
INSPECTION AND MAINTENANCE
CONFORM TO THE STANDARDS, SPECIFICATIONS AND
STONE ENTRANCE
WITH UNWEATHERED STRAW SPREAD UNIFORMLY AT THE
PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING
PRIOR
RATE OF TWO TONS PER ACRE OR 100 POUNDS PER
AGENCIES, WHICHEVER HAS JURISDICTION.
WEEKLY OR AFTER
1,000 SQUARE FEET, THIS MULCH SHOULD BE ANCHORED
NEEDED
PRIOR
TO CLEARING & EARTHWORK
WITH A DISC -TYPE ANCHORING TOOL AND OR APPROVED
2.
SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE
TACKIFIER. IF ALLOWED, A WOOD CELLULOSE FIBER MULCH
TO CLEARING & EARTHWORK
ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING,
EXISTING INLET PROTECTION
(HYDROMULCH) AND APPROVED TACKIFIER MAY BE USED
STORM EVENTS AS
EXCAVATING, FILLING OR OTHERWISE DISTURBING OF NATURAL
PRIOR
IN LIEU OF STRAW MULCH. ALL METHODS MUST MEET ALL
TERRAIN. THE CONTRACTOR SHALL PRESERVE THE NATURAL
WEEKLY OR AFTER
THE LOCAL OR CITY REQUIREMENTS.
NEEDED
VEGETATION AS MUCH AS POSSIBLE.
ROUGH GRADING
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
3.
ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL
9•
PROVIDE PAVEMENT UNDERDRAINS AS INDICATED ON PLANS.
AFTER
REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE.
INSTALL 4" DIAMETER PERFORATED PLASTIC PIPE OR 4"
WEEKLY OR AFTER
ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY
NEEDED
DIAMETER CORRUGATED PLASTIC PIPE PER THE LENGTH
PAVING
IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW
TOPSOIL STOCKPILE TEMPORARY SEEDING
INDICATED ON PLANS. SLOPE PIPE AND TRENCH AT SAME
PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE
AFTER
SLOPE AS THE SUBGRADE. UNDERDRAIN PIPES SHALL BE
MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE
WEEKLY OR AFTER
PROTECTED FROM DAMAGE DURING CONSTRUCTION BEFORE
NEEDED
EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY
ROUGH GRADING
THE PAVEMENT IS INSTALLED.
EROSION CONTROL MATTING
REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY.
10
PIPE LENGTHS INDICATED ARE FOR HYDRAULIC PURPOSES
AFTER
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE,
SEEDING
ONLY AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR
WATER AS NEEDED
MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES,
ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALL -
FINISH GRADING
CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN
PERMANENT SEEDING
ATION AS SHOWN.
AS NEEDED
TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND
AFTER
FINISH GRADING.
THEY FAIL TO CARE, AND REPAIR ALL DAMAGE TO THE
11.
ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER
EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR
UPSTREAM DRAINAGE AREAS ARE
FINAL GRADING UNLESS OTHERWISE NOTED, SEE LAND -
REMOVAL OF STRAW BALE INLET PROTECTION
WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE
LONGER REQUIRED
SCAPE PLAN AND EROSION CONTROL PLAN FOR DIRECTION
AFTER
THAT MAY HAVE OCCURRED,
STABILIZED
AND VERIFICATION.
5,
FINAL OR TEMPORARY SEEDING AND OR SODDING MUST BE
AFTER
ADJACENT AREAS ARE PERMANENT SEEDED.
DONE IMMEDIATELY AS DIRECTED BY THE LANDSCAPE PLAN,
12.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO
EROSION CONTROL PLAN AND OR GRADING/DRAINAGE PLAN.
UPSTREAM LOTS ARE STABILIZED
IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS
REMOVAL OF SILT FENCE
VERIFY THIS IS NO
LONGER REQUIRED
PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION
6.
STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION
STABILIZED
AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT
VERIFY THIS IS NO
SHALL BE USED AS INDICATED ON PLANS. IF LOCAL
AND WILL BE AFFECTED BY THE NEW CONSTRUCTION,
UPSTREAM DRAINAGE AREAS ARE
ORDINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES
IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO
AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE
EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE
CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES.
EXISTING SYSTEM, THE IRRIGATION SUBCONTRACTOR
7.
ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED
16.
SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS
ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR
NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY,
SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND
INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING
5.
PROMPTLY.
AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES,
THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS
WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION.
EROSION CONTROL
SEQUENCING & MAINTENANCE SCHEDULE
12.
EROSION CONTROL MEASURE
INSPECTION AND MAINTENANCE
INSTALLATION/REMOVAL SEQUENCE
STONE ENTRANCE
AS REQUIRED
SCAPE PLAN AND OR EROSION CONTROL PLAN FOR
PRIOR
TO CLEARING & EARTHWORK
SILT FENCE
WEEKLY OR AFTER
STORM EVENTS AS
NEEDED
PRIOR
TO CLEARING & EARTHWORK
TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED
TREE PROTECTION FENCING
WEEKLY OR AS NEEDED
PRIOR
TO CLEARING & EARTHWORK
OUT PONDING WATER. THE PAVING CONTRACTOR SHALL
EXISTING INLET PROTECTION
WEEKLY OR AFTER
STORM EVENTS AS
NEEDED
PRIOR
TO CLEARING & EARTHWORK
RIPRAP DAM SEDIMENT FILTER
WEEKLY OR AFTER
STORM EVENTS AS
NEEDED
AFTER
ROUGH GRADING
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
STRAW BALE INLET SEDIMENT FILTER
WEEKLY OR AFTER
STORM EVENTS AS
NEEDED
AFTER
ROUGH GRADING
STONE FILTER INLET PROTECTION
WEEKLY OR AFTER
STORM EVENTS AS
NEEDED
AFTER
PAVING
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
TOPSOIL STOCKPILE TEMPORARY SEEDING
WATER AS NEEDED
ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON-
AFTER
TOPSIL STRIPPING & STOCKPILE
RIPRAP OUTFALL PROTECTION
WEEKLY OR AFTER
STORM EVENTS AS
NEEDED
AFTER
ROUGH GRADING
IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY
EROSION CONTROL MATTING
WATER AS NEEDED
TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED
AFTER
FINISH GRADING AND PERMANENT
SEEDING
TEMPORARY SEEDING
WATER AS NEEDED
PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR
AFTER
FINISH GRADING
SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP-
PERMANENT SEEDING
WATER AND MULCH
AS NEEDED
ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD
AFTER
FINISH GRADING.
REMOVAL OF RIPRAP DAMS
VERIFY THIS IS NO
LONGER REQUIRED
AFTER
UPSTREAM DRAINAGE AREAS ARE
STABILIZED
REMOVAL OF STRAW BALE INLET PROTECTION
VERIFY THIS IS NO
LONGER REQUIRED
COUNTY, CITY OR LOCAL AGENCIES.
AFTER
UPSTREAM DRAINAGE AREAS ARE
STABILIZED
REMOVAL OF TREE PROTECTION
VERIFY THIS IS NO
LONGER REQUIRED
AFTER
ADJACENT AREAS ARE PERMANENT SEEDED.
REMOVAL OF STONE FILTER INLET PROTECTION.
VERIFY THIS IS NO
LONGER REQUIRED
AFTER
UPSTREAM LOTS ARE STABILIZED
FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC
REMOVAL OF SILT FENCE
VERIFY THIS IS NO
LONGER REQUIRED
OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR
AFTER
UPSTREAM DRAINAGE AREAS ARE
STABILIZED
REMOVAL OF TEMPORARY CMP SEDIMENT RISER
VERIFY THIS IS NO
LONGER REQUIRED
AFTER
UPSTREAM DRAINAGE AREAS ARE
STABILIZED
INSTALLATION SEQUENCE
1. INSTALL SOIL EROSION FENCES, STONE ENTRANCES, TREE
PROTECTION, AND EXISTING INLET PROTECTION.
2. SITE GRADING AND TERMPORARY SEEDING
3. INSTALL UNDERGROUND UTILITIES AND INLET PROTECTION
DEVICES
4. PARKING LOT CONSTRUCTION
5. FINAL GRADING, TOPSOIL AND PERMANENT SEEDING
6. REMOVE TEMPORARY SOIL EROSION MEASURES
TEMPORARY SEEDING
MARCH 1 TO MAY 15: OATS @ 3 BUSHELS/ACRE
APRIL 1 TO AUGUST 30: ANNUAL RYEGRASSS 0 2 BUSHELS/ACRE
JULY 20 TO OCTOBER 15: WHEAT CSD 2 BUSHELS/ACRE
PROVIDE IRRIGATION FOR TEMPORARY SEEDING FROM JUNE 1
THRU AUGUST 31.
GRADING/DRAINAGE NOTES:
1.
ALL EXCAVATED ARE -AS TO BE SEEDED OR SODDED AFTER
12.
1T IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON -
KTF
FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND-
TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY
SCAPE PLAN AND OR EROSION CONTROL PLAN FOR
OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED
DIRECTION AND VERIFICATION.
UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON-
TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED
2.
PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH-
PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN -
OUT PONDING WATER. THE PAVING CONTRACTOR SHALL
LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI--
TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY
CATIONS.
FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND
MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION
13.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF
TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR
NECESSARY.
MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE.
IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON -
3.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR
ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON-
AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE,
STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE
AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED.
FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE
IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY
ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES
TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED
ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE
AND HOW IT MAY EFFECT THIS PROJECT AND IT'S
PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR
OWNER AS TO THEIR FUTURE RESPONSIBILITIES.
SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP-
ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD
14
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE
CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E
AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN
IMMEDIATELY FOR INSTRUCTIONS.
TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE,
COUNTY, CITY OR LOCAL AGENCIES.
4.
ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING
15.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT
CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR
EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE
CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY
MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN
LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL
FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC
THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS-
OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR
IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE
SIDEWALKS, THE CONTRACTOR MUST CLEAN OR PICK UP
OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND
DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE
UTILITY LOCATION COMPANY PRIOR TO THE START OF
AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION
EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS
SCHEDULE. WATER MAY BE USED AS A REDUCER.
BY THE UTILITY CONTRACTOR OR CONTRACTORS OR
AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES
16.
THE UTILITIES INDICATED ON THESE PLANS AND ON THE
THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE.
SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE
EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE.
5.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
THE LOCATION AND SIZE OF THESE UTILITIES MAYBE
THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS
APPROXIMATE. THIS INFORMATION WAS GATHERED OR
BEFORE CONSTRUCTION IS TO START TO VERIFY ANY
SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY
UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERiFI-
NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE
CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE
FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION
BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS.
INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS.
WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES,
THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO
17.
THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR
A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING
SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW
THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE
PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS
EXCAVATION.
THAT SEEDED AREA.
6.
TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM-
18.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT
PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL.
THEMSELVES WITH THE SOIL CONDITIONS,
SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS
AND SPECIFICATIONS FOR THE APPROVED MATERIALS.
19.
ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER
OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE
7.
ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF
ELEVATION.
PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION.
20,
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO
8.
TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW
IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS
A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL.
PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION
AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT
9.
HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE
AND WILL BE AFFECTED BY THE NEW CONSTRUCTION,.
PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER
IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO
SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER
EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE
PRECAUTIONARY STEPS MUST BE TAKEN DURING THE
EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR
ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH
DAMAGE.
SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS
NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY,
10.
ALL CONSTRUCTION METHODS AND MATERIALS MUST
INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING
CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS
AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES,
OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL
WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION.
REQUIREMENTS, WHICHEVER HAS JURISDICTION.
11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS,
ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE
PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES,
MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND
BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY
DAMAGE DURING CONSTRUCTION SHALL BE RESTORED,
RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT
HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR
REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS
REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY
OR LOCAL AGENCIES.
'DON'T DIG BLIND'
'IT'S THE LAW"
,max. oneewouo ff-= Pe WRWr.,D.
call 1-500-35Z-5544
Z Working Days
Before You Dlg.
l
CSO
Architecture
Engineering
Interiors
Landscape Architecture
Land Surveying
I
Corporate Office
280 East 98th Street
Suite 200
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957
@Copyright 2001
11 Owner/Contractor/Consultant 11
Scope Drawings:
These drawings indicate the general scope of the project
In terms of archItectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical, and electrical systems.
The drowinys do not necessarily indicate or describe of
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described.
the trade contractors shah furnish all iters required for the
proper execution and completion of the work.
Project:
Carmel City
Center
Reflecting Pond
City Center
Drive &
3rd Avenue
Carmel, IN
Drawing Titir.
GRADING &
DRAINAGE
PLAN
Issue Description:
Bids &
Construction
ReNsbns:
i
Certified By: '
t
iC201-1
Drawing Number:
Project Number.
20507
i
J
Issue Date
Drawn By
Checked By
KTF
Certified By: '
t
iC201-1
Drawing Number:
Project Number.
20507
i
J
09-11-41
KTF
KTF
Certified By: '
t
iC201-1
Drawing Number:
Project Number.
20507
i
J