HomeMy WebLinkAboutBlaze Construction 130606 TEMPNORM SEWER INLET NOT[
ALL STORMWATER DRAINAGE CASTINGS SHALL
BE LABELLED WITH ENVIRONMENTAL MESSAGING
"NO DUMPING, DRAINS TO STREAM" CAST IN
RAISED OR RECESSED LETTERS AT A MIN. 1 -INCH
HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE
CAST WITH THE LETTERS
DEVELOPMENT SUMMARY SEEDING NOTE
ETOTAL SITE A REA = 8.7 ACRES DISTURBED AREA = 2.5 ACRES
10' MIN. 2"
B
W
DlA.__A I
ST
STAKE (TYP.) EEL "WIRE it
B STAPLE DETAIL
PLYWOOD
48" X 24"
PAINTED WHITE
BLACK LETTERS
6" HEIGHT
rCON
WASHOUT .5" LAG
10 MIL—/ PLAN
STRAW BALE (TYP.) 0 000 SCREWS
WOOD POST
PLASTIC LINING TYPE "ABOVE GRADE" 3" X 3" X 8'
WITH STRAW BALES ,, / /, //
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
STAPLES 10 MIL BINDING WIRE
(2 PER BAL.E)�LASTIC LINING
NOTES:
1. ACTUAL LAYOUT DETERMINED
IN FIELD.
2. THE CONCRETE WASHOUT SIGN
STRAW BALE SHALL BE INSTALLED WITHIN
NATIVE MATERIAL SECTION B -B 'WOOD OR METAL 30 FT. OF THE TEMPORARY
(OPTIONAL) CONCRETE WASHOUT FACILITY.
STAKES (2 PER BALE)
01 CONCRETE WASHOUT BMP
0 NOT TO SCALE
EROSION CONTROL NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING
REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT
FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION.
4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL
PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING
STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A
MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE
CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF
ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED.
6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE
MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE
FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE
SITE FOR DISPOSAL.
7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL
BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT,
AND AT LEAST ONCE A WEEK.
8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY
WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER
FABRIC.
9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION
AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS EM
ALLOWED ON -SITE.
10. SCHEDULE OF EARTHWORK ACTIVITIES:
a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE
KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED
SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL
BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION
CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE
THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER.
b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO
OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR.
PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION
CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER
FINAL GRADING OR AS SOON AS POSSIBLE.
INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS
BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF
CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE.
FERTILIZER NOTE
x'16 "Ilk .. I
MULCHING NOTE
INLET
PROTECTION
(T'P)
\
1 1
1 1
1 i
1 i
DlA.__A I
ST
STAKE (TYP.) EEL "WIRE it
B STAPLE DETAIL
PLYWOOD
48" X 24"
PAINTED WHITE
BLACK LETTERS
6" HEIGHT
rCON
WASHOUT .5" LAG
10 MIL—/ PLAN
STRAW BALE (TYP.) 0 000 SCREWS
WOOD POST
PLASTIC LINING TYPE "ABOVE GRADE" 3" X 3" X 8'
WITH STRAW BALES ,, / /, //
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
STAPLES 10 MIL BINDING WIRE
(2 PER BAL.E)�LASTIC LINING
NOTES:
1. ACTUAL LAYOUT DETERMINED
IN FIELD.
2. THE CONCRETE WASHOUT SIGN
STRAW BALE SHALL BE INSTALLED WITHIN
NATIVE MATERIAL SECTION B -B 'WOOD OR METAL 30 FT. OF THE TEMPORARY
(OPTIONAL) CONCRETE WASHOUT FACILITY.
STAKES (2 PER BALE)
01 CONCRETE WASHOUT BMP
0 NOT TO SCALE
EROSION CONTROL NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING
REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT
FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION.
4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL
PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING
STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A
MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE
CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF
ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED.
6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE
MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE
FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE
SITE FOR DISPOSAL.
7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL
BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT,
AND AT LEAST ONCE A WEEK.
8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY
WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER
FABRIC.
9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION
AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS EM
ALLOWED ON -SITE.
10. SCHEDULE OF EARTHWORK ACTIVITIES:
a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE
KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED
SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL
BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION
CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE
THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER.
b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO
OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR.
PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION
CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER
FINAL GRADING OR AS SOON AS POSSIBLE.
INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS
BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF
CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE.
FERTILIZER NOTE
x'16 "Ilk .. I
MULCHING NOTE
INLET
PROTECTION
(T'P)
At
OWNER / EROSION
CONTROL CONTACT:
BLAZE CONSTRUCTION
ATTN: MICHAEL BEESLEY
PHONE: 317 - 580 -1008
10411 N COLLEGE AVE
INDIANAPOLIS, IN 46280
EROSION CONTROL NOTES
F ON CONTROL PLAN MUST BE EXECUTED BEFORE
CING WITH CONSTRUCTION.
ROSION CONTROL MATERIAL NEEDS TO BE APPROVED
ITY INSPECTORS PRIOR TO INSTALLATION,
NORTH
50 0 25 50
( IN FEET )
1 inch — 50 ft.
GENERAL NOTES
1. CONTRACTOR TO SCHEDULE A PRE — CONSTRUCTION MEETING WITH
THE CITY OF CARMEL STORM WATER ENGINEERING. PRIOR TO
COMMENCING WITH CONSTRUCTION. 317- 571 -2441
2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS.
LEGEND:
PROPERTY BOUNDARY
> 0 0 PROPOSED SWALE FLOWLINE
TOP OF CURB GRADE
PAVEMENT GRADE
PAVEMENT OR EARTH GRADE
CONSTRUCTION LIMITS
Exiatng Contour
Check Dam/Sed'ment FIter - Spacing at
100' within swales (Rock Check Dam).
PROPOSED SILT FENCE — Typical in all areas
where sediment could leave the site.
SEE DETAIL 06/C4.1
PS TS PERMANENT SEEDWG WITH STRAW MULCH - TYPICAL
AFTER FINAL GRADING IS COMPLETED.
NS NURSERY SOD
EB PROPOSED EROSION CONTROL BLANKET
SEE DETAIL 05/C4.1
TS TEMPORARY SEEDING WITH STRAW MULCH - TYPICAL
WHERE CONSTRUCTION ACTIMTES WILL REMAIN IDLE
FOR A PERIOD OF 15 DAYS OR MORE.
Point where stortnwater will leave the site.
Inlet Protection - Typk d for all paved area inlets.
SEE DETAIL 01 do 02/C4.1
000 - — PROPOSED CONTOUR
0 0 0 o o PROPOSED TEMPORARY CONSTRUCTION ENTRANCE
0 0 o SEE DETAIL 03/C4.1
NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION
HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF
CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE.
GRADING NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY
OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS
FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY.
3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY
COMPANIES SO AS NOT TO CAUSE DAMAGE.
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY
ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR
DWN BY: BSC
CHKD. BY: BSC
SCALE: 1 " = 50'
DATE: 02 22 13
\
At
OWNER / EROSION
CONTROL CONTACT:
BLAZE CONSTRUCTION
ATTN: MICHAEL BEESLEY
PHONE: 317 - 580 -1008
10411 N COLLEGE AVE
INDIANAPOLIS, IN 46280
EROSION CONTROL NOTES
F ON CONTROL PLAN MUST BE EXECUTED BEFORE
CING WITH CONSTRUCTION.
ROSION CONTROL MATERIAL NEEDS TO BE APPROVED
ITY INSPECTORS PRIOR TO INSTALLATION,
NORTH
50 0 25 50
( IN FEET )
1 inch — 50 ft.
GENERAL NOTES
1. CONTRACTOR TO SCHEDULE A PRE — CONSTRUCTION MEETING WITH
THE CITY OF CARMEL STORM WATER ENGINEERING. PRIOR TO
COMMENCING WITH CONSTRUCTION. 317- 571 -2441
2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS.
LEGEND:
PROPERTY BOUNDARY
> 0 0 PROPOSED SWALE FLOWLINE
TOP OF CURB GRADE
PAVEMENT GRADE
PAVEMENT OR EARTH GRADE
CONSTRUCTION LIMITS
Exiatng Contour
Check Dam/Sed'ment FIter - Spacing at
100' within swales (Rock Check Dam).
PROPOSED SILT FENCE — Typical in all areas
where sediment could leave the site.
SEE DETAIL 06/C4.1
PS TS PERMANENT SEEDWG WITH STRAW MULCH - TYPICAL
AFTER FINAL GRADING IS COMPLETED.
NS NURSERY SOD
EB PROPOSED EROSION CONTROL BLANKET
SEE DETAIL 05/C4.1
TS TEMPORARY SEEDING WITH STRAW MULCH - TYPICAL
WHERE CONSTRUCTION ACTIMTES WILL REMAIN IDLE
FOR A PERIOD OF 15 DAYS OR MORE.
Point where stortnwater will leave the site.
Inlet Protection - Typk d for all paved area inlets.
SEE DETAIL 01 do 02/C4.1
000 - — PROPOSED CONTOUR
0 0 0 o o PROPOSED TEMPORARY CONSTRUCTION ENTRANCE
0 0 o SEE DETAIL 03/C4.1
NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION
HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF
CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE.
GRADING NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY
OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS
FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY.
3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY
COMPANIES SO AS NOT TO CAUSE DAMAGE.
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY
ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR
DWN BY: BSC
CHKD. BY: BSC
SCALE: 1 " = 50'
DATE: 02 22 13