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EXISTING
UNDERGROUND
DETENTION
150'
SOIL STOCKPILE AREA
POINT OF RELOCATION
FIRE HYDRANT
STORM SEWER PIPES
AND STRUCTURES
STORM SEWER PIPES
AND STRUCTURES
STORM SEWER PIPES
AND STRUCTURES
ADJUST RIM ELEVATION
AS NEEDED
EXISTING UTILITIES (TYP.)
EXISTING UTILITIES (TYP.)
EXISTING SIDEWALK (TYP.)
STORM SEWER MANHOLE
ADJUST TOP AS NEEDED
FIRE HYDRANT, WATER
VALVES AND PIPES
REMOVE AND REPLACE
EXISTING UTILITIES (TYP.)
140' RIGHT-OF-WAY
90' RIGHT-OF-WAY
SANITARY SEWER STUB
ESTIMATED LOCATION
SANITARY SEWER STUB
TIRE WASH
SCALE IN FEET
0 30' 45' 60'
Not to Scale
SITE
GENERAL DEMOLITION NOTES
A. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED
THE "CITY OF CARMEL STANDARD SITE WORK SPECIFICATIONS".
B. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE
EXISTING STRUCTURES, RELATED UTILITIES, PAVING,
UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING
IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS.
C. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS,
RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS
AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN
ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL
REGULATIONS GOVERNING SUCH OPERATIONS.
D. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS
NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT
PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS
PROJECT. THE CONTRACTOR WILL BE HELD SOLELY
RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT
PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES
OF THIS PROJECT.
E.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE
LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE
VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY
AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
F. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE BEFORE
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT
PROPERTY LINE/RIGHT OF WAY LINE
PROPOSED
LIMITS OF EXISTING PAVEMENT TO BE REMOVED
18A EXISTING TO BE REMOVED
18B EXISTING TO BE RELOCATED
19A EXISTING TO REMAIN
51B LIMITS OF SAWCUT AND PAVEMENT REMOVAL
51D PROTECT EXISTING STRUCTURES AND/OR PIPES DURING DEMOLITION AND
CONSTRUCTION PHASES
DEMOLITION NOTES
TREE PRESERVATION FENCE
EROSION DETAILS
75B FILTER SACK INLET PROTECTION
75C EROSION EEL
80C TEMPORARY GRAVEL AND WIRE MESH INLET SEDIMENT FILTER
80E INLET SEDIMENT CONTROL DEVICE WITH GUTTER GATOR
80F TEMPORARY SILT FENCE INLET PROTECTION
84A TEMPORARY SILT FENCE
85A TEMPORARY STONE CONSTRUCTION ENTRANCE
85B TEMPORARY CONSTRUCTION EXIT DRIVE THROUGH TIRE WASH
85C TEMPORARY CONCRETE WASH OUT AREA
NOTE:
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORMWATER MANAGEMENT PERMIT"
PROPOSED
PROPERTY LINE/RIGHT OF WAY LINE
LIMITS OF DISTURBANCE
GENERAL EROSION NOTES
A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION
PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION
PLAN AND THE STATE OF NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR
CONTENTS.
B. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE
EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK AREA,
AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS AND TOILET
FACILITIES. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNER'S
CONSTRUCTION MANAGER.
C. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING,
ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE
MATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE SITE.
D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE
ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN UP FUEL OR
CHEMICAL SPILLS AND LEAKS.
E. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE
SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR
DUST SUPPRESSION OPERATIONS IS PROHIBITED.
F. NO RUBBISH, TRASH, GARBAGE OR OTHER SUCH MATERIALS SHALL BE DISCHARGED
INTO DRAINAGE DITCHES OR WATERS OF THE STATE.
G. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND
IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS
PRACTICABLE.
H. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL STOP FOR AT
LEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED IMMEDIATELY.
I. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY
STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED
IMMEDIATELY AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS.
J. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES
IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST
BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED,
PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT
BEFORE IT IS CARRIED OFF THE SITE. THE EXACT LOCATIONS SHALL BE COORDINATED
WITH THE OWNERS CONSTRUCTION MANAGER.
K. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO
ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
L. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT
IN THE DETENTION POND AFTER THE STABILIZATION OF THE SITE AND ALSO ANY
SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS.
M. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELP
CONTAIN THE SEDIMENT.
N. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO
REDUCE RUNOFF VELOCITIES AND EROSION.
O. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY DANGEROUS. IN
ALL CASES, LOCAL ORDINANCES AND REGULATIONS REGARDING HEALTH AND SAFETY
MUST BE ADHERED TO.
P. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF
WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS OCCURRED
WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL
VEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND
AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED.
Q. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL
MEASURES (SILT FENCES, STRAW BALES, ETC.) TO HELP PREVENT EROSION AND STORM
WATER POLLUTION.
R. ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING
DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS & UTILITY
CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD
CONSTRUCTION.
ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE
STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL
CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION
CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY
SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT, AND
SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE
FOLLOWING:
1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS
MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.
SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD TO
ONE-HALF THE HEIGHT OF THE SILT FENCE.
3. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY
REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS
DEMAND.
4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION
(SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF
THE TEMPORARY PARKING AS CONDITIONS DEMAND.
5. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS BECOME CLOGGED WITH
SEDIMENT, THE STONES MUST BE PULLED AWAY, CLEANED AND REPLACED. (JOB
SPECIFIC)
1. INSTALL STABILIZED CONSTRUCTION ENTRANCES.
2. INSTALL INLET PROTECTION DEVICES ON THE EXISTING DRAINAGE STRUCTURES.
3. PREPARE TEMPORARY PARKING AND STORAGE AREA.
4. CONSTRUCT THE SILT FENCES ON THE SITE.
5. CLEAR AND GRUB THE SITE.
6. BEGIN GRADING THE SITE.
7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
8. TEMPORARILY SEED DENUDED AREAS.
9. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
10. INSTALL INLET PROTECTION DEVICES.
11. PREPARE SITE FOR PAVING.
12. PAVE SITE.
13. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.
14. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS
STABILIZED).
SFFENCE SILT
INLET PROTECTION
154,868 S.F. 3.56 ACRES
LEGEND
EXISTING
e
CHILDREN'S LEARNING ADVENTURES
MICHAEL PADDISON
3131 E.CAMEL BACK RD
SUIT 420
PHOENIX, AZ 85016
(623) 221-0424
INITIAL DATE DPOR PM DES DRW
Engineering Associates, Inc.
CEI PROJECT NO.
NO. DATE
REVISIONS
10/10/14
10/17/14
DESCRIPTION
BZA SUBMITTAL
ADLS/ DP SUBMITTAL
EXISTING FIRE HYDRANT LOCATED AT THE NE CORNER OF THE SITE
ELEVATION = 852.27'
SITE BENCHMARK
2/26/15 SUBMITTAL REVISED PER COMMENTS
4/30/15 SUBMITTAL REVISED PER COMMENTS
6/4/15 PERMIT/ BID SET
JOB # PROJ#28436.0 DRAWING: 28436 GP.dwg LAST SAVED BY: RNEDKOV LOCATION: C:\CEI-CAD\Vault\28436.0 CLA - 116th St & Colle
ge Ave - Carmel, IN\Drawings\Design\28436 GP.dwg
6/2/15