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CONSTRUCT)ON SEQUENCE:
1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY 0] LIGHT DUTY ASPHALT PAVEMENT PER DETAIL
OF RENTON OFFICIALS. SHT C 15.
2. MAINTAIN THE EXISTING FLAGS FOR THE CLEARING AND GRADING HEAVY DUTY ASPHALT PAVEMENT PER DETAIL
S
LIMITS FOR PROJECT AS SHOWN ON THE TESC PLANS. CONTACT Q
THE CITY FOR INSPECTION AND APPROVAL PRIOR TO CLEARING SHT C 15.
AND GRADING ADDITIONAL LIMITS. Q3 BARRIER CURB PER DETAIL SHT C15.
3. MAINTAIN TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN ON
THE TESC PLANS. F4� CONCRETE CURB AND GUTTER PER DETAIL
4. MAINTAIN TEMPORARY FILTER FABRIC FENCE AS SHOWN ON THE C 15.
TESC PLANS. INSTALL ADDITIONAL FENCE AS NECESSARY. 5 CONCRETE SIDEWALK PER DETAIL SHT C15.
5. IMAINTAIN INLET PROTECTION ON EXISTING CATCH BASINS. INLET
PROTECTION SHALL BE INSTALLED ON NEWLY CONSTRUCTED 6 4" WIDE WHITE PAINT STRIPING
CATCH BASINS AS WELL, THROUGHOUT THE CONSTRUCTION 0CONCRETE PAVEMENT PER DETAIL SHT C15.
PROCESS.
6. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF 8 ADA PARKING SPACE PAVEMENT MARKING AN
RENTON ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL SIGN(S) PER DETAIL SHT C19.
FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. [i]t 0 LANDSCAPE AREA, REFER TO LANDSCAPE P
7. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM
SEDIMENT DEPOSITION. SIDEWALK RAMP PER DETAIL SHT C19 AND
8. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT.
9. EROSION CONTROL MEASURES MUST BE IN PLACE AND IN GOOD F111 WHITE THERMOPLASTIC PEDESTRIAN CROSSIN
REPAIR PRIOR TO ANY ADDITIONAL CLEARING, GRADING OR
CONSTRUCTION. 12 STOP SIGN AND PAINTED STOP BAR
10. MAINTAIN AND/OR COMPLETE TEMPORARY SEDIMENT AND EROSION
CONTROL POND.
A) THE EXISTING SITE HAS CONTAMINATED SOILS, THEREFORE 13 CONCRETE TO BE FLUSH WITH ASPHALT.
SPECIAL REQUIREMENTS ARE NECESSARY DURING EXCAVATION. PROVIDE DETECTABLE WARNING STRIP.
B) WHEN EXCAVATING FOR THE PROPOSED POND, SOIL WILL BE 14 WHEEL STOP PER DETAIL SHT C 15.
STOCKPILED ON THE EXISTING ASPHALT SURFACE SOUTHWEST
OF THE POND AS SHOWN ON THE PLAN. 15 FIRE LANE MARKING
C) THE EXCAVATED SOIL STOCKPILE WILL BE LIMITED TO 5000 16 SAWCUT EX. ASPHALT MIN 1' FROM EXISTIN
CUBIC YARDS PER DAY. EDGE OF PAVEMENT. REMOVE ASPHALT AND
D) AT THE END OF EACH DAY THE STOCKPILE WILL BE COVERED 4 T PROPOSED DRIVEWAY
AND/OR CURB RAMP.
WITH PLASTIC SHEETING AND SECURED TO PREVENT WIND
AND/OR RAINFALL EROSION THROUGH THE WINTER MONTHS. rl7 NEW FENCE (PER ARCHITECTURAL PLANS)
F) THE PROPOSED POND WILL BE OVER EXCAVATED AS DETAILED 1$ SITE LIGHT (PER ELECTRICAL PLANS)
ON THE PLAN TO ACCOMMODATE THE REQUIRED POND LINER.
G) THE POND LINER SHALL BE INSTALLED PRIOR TO DIRECTING 19 NEW ELECTRICAL VAULT
ANY SITE DRAINAGE TO THE POND.
(SEE ELECTRICAL DWGS)
H ANY RUNOFF OR GROUNDWATER ENCOUNTERED IN THE POND 20 REMOVE AND REPLACE EX. ASPHALT, CURB,
SIDEWALK AND LANDSCAPE IN KIND FOR UTI
AREA PRIOR TO THE LINER BEING INSTALLED WILL BE CONSTRUCTION.
COLLECTED, TREATED AND DISCHARGED TO THE SANITARY
SEWER. 21 GAS METER W/4'x8'x4" THICK CONCRETE PA
1) STABILIZE THE POND WITH TEMPORARY SEEDING OR CONCRETE PAD BY CONTRACTOR. 5 BOLLARD
INSTALLED BY PSE. COORDINATE WITH PSE
PERMANENT PLANTING DEPENDING ON THE TIME/SEASON OF GAS SERVICE.
COMPLETION. INSTALL PERMANENT PLANTING AS SOON AS THE
WEATHER ALLOWS IT.
J) RUNOFF FROM THE STOCKPILES WILL NEED TO BE DIRECTED
TO THE SANITARY SEWER UNTIL THE STOCKPILE IS COVERED OR
STABILIZED.
11. MAINTAIN INTERCEPTOR DITCHES WHERE SHOWN, ADJUST AS
NECESSARY DURING CONSTRUCTION TO MAINTAIN POSITIVE
DRAINAGE TO THE POND.
12. AMEND E.S.C. FACILITIES AS REQUIRED.
13. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES 4
PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE
TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF:.
SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD A O
SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY.
_A
14. ALL DISTURBED AREAS WHICH HAVE BEEN EFFECTED BY GRADING,m
OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF 9; O
GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND
TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES.
15. CONSTRUCT UTILITIES PER APPROVED PLANS
16. CONSTRUCT BUILDING AND SITE IMPROVEMENTS
17. FINE GRADE SITE AND PAVE
18. CLEAN UTILITIES AS REQUIRED
19. INSTALL LANDSCAPING AND LIGHTING
20. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF
EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND
PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND
FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO
STORM DRAINAGE SYSTEM. TEMPORARY EROSION & S
SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLY
UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY
OFFICIAL.
21. COMPLETE INSPECTION/PUNCH LIST
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• 25 50 100 • below,
Cal I before you dig.
CONSTRUCT)ON SEQUENCE:
1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY 0] LIGHT DUTY ASPHALT PAVEMENT PER DETAIL
OF RENTON OFFICIALS. SHT C 15.
2. MAINTAIN THE EXISTING FLAGS FOR THE CLEARING AND GRADING HEAVY DUTY ASPHALT PAVEMENT PER DETAIL
S
LIMITS FOR PROJECT AS SHOWN ON THE TESC PLANS. CONTACT Q
THE CITY FOR INSPECTION AND APPROVAL PRIOR TO CLEARING SHT C 15.
AND GRADING ADDITIONAL LIMITS. Q3 BARRIER CURB PER DETAIL SHT C15.
3. MAINTAIN TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN ON
THE TESC PLANS. F4� CONCRETE CURB AND GUTTER PER DETAIL
4. MAINTAIN TEMPORARY FILTER FABRIC FENCE AS SHOWN ON THE C 15.
TESC PLANS. INSTALL ADDITIONAL FENCE AS NECESSARY. 5 CONCRETE SIDEWALK PER DETAIL SHT C15.
5. IMAINTAIN INLET PROTECTION ON EXISTING CATCH BASINS. INLET
PROTECTION SHALL BE INSTALLED ON NEWLY CONSTRUCTED 6 4" WIDE WHITE PAINT STRIPING
CATCH BASINS AS WELL, THROUGHOUT THE CONSTRUCTION 0CONCRETE PAVEMENT PER DETAIL SHT C15.
PROCESS.
6. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF 8 ADA PARKING SPACE PAVEMENT MARKING AN
RENTON ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL SIGN(S) PER DETAIL SHT C19.
FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. [i]t 0 LANDSCAPE AREA, REFER TO LANDSCAPE P
7. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM
SEDIMENT DEPOSITION. SIDEWALK RAMP PER DETAIL SHT C19 AND
8. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT.
9. EROSION CONTROL MEASURES MUST BE IN PLACE AND IN GOOD F111 WHITE THERMOPLASTIC PEDESTRIAN CROSSIN
REPAIR PRIOR TO ANY ADDITIONAL CLEARING, GRADING OR
CONSTRUCTION. 12 STOP SIGN AND PAINTED STOP BAR
10. MAINTAIN AND/OR COMPLETE TEMPORARY SEDIMENT AND EROSION
CONTROL POND.
A) THE EXISTING SITE HAS CONTAMINATED SOILS, THEREFORE 13 CONCRETE TO BE FLUSH WITH ASPHALT.
SPECIAL REQUIREMENTS ARE NECESSARY DURING EXCAVATION. PROVIDE DETECTABLE WARNING STRIP.
B) WHEN EXCAVATING FOR THE PROPOSED POND, SOIL WILL BE 14 WHEEL STOP PER DETAIL SHT C 15.
STOCKPILED ON THE EXISTING ASPHALT SURFACE SOUTHWEST
OF THE POND AS SHOWN ON THE PLAN. 15 FIRE LANE MARKING
C) THE EXCAVATED SOIL STOCKPILE WILL BE LIMITED TO 5000 16 SAWCUT EX. ASPHALT MIN 1' FROM EXISTIN
CUBIC YARDS PER DAY. EDGE OF PAVEMENT. REMOVE ASPHALT AND
D) AT THE END OF EACH DAY THE STOCKPILE WILL BE COVERED 4 T PROPOSED DRIVEWAY
AND/OR CURB RAMP.
WITH PLASTIC SHEETING AND SECURED TO PREVENT WIND
AND/OR RAINFALL EROSION THROUGH THE WINTER MONTHS. rl7 NEW FENCE (PER ARCHITECTURAL PLANS)
F) THE PROPOSED POND WILL BE OVER EXCAVATED AS DETAILED 1$ SITE LIGHT (PER ELECTRICAL PLANS)
ON THE PLAN TO ACCOMMODATE THE REQUIRED POND LINER.
G) THE POND LINER SHALL BE INSTALLED PRIOR TO DIRECTING 19 NEW ELECTRICAL VAULT
ANY SITE DRAINAGE TO THE POND.
(SEE ELECTRICAL DWGS)
H ANY RUNOFF OR GROUNDWATER ENCOUNTERED IN THE POND 20 REMOVE AND REPLACE EX. ASPHALT, CURB,
SIDEWALK AND LANDSCAPE IN KIND FOR UTI
AREA PRIOR TO THE LINER BEING INSTALLED WILL BE CONSTRUCTION.
COLLECTED, TREATED AND DISCHARGED TO THE SANITARY
SEWER. 21 GAS METER W/4'x8'x4" THICK CONCRETE PA
1) STABILIZE THE POND WITH TEMPORARY SEEDING OR CONCRETE PAD BY CONTRACTOR. 5 BOLLARD
INSTALLED BY PSE. COORDINATE WITH PSE
PERMANENT PLANTING DEPENDING ON THE TIME/SEASON OF GAS SERVICE.
COMPLETION. INSTALL PERMANENT PLANTING AS SOON AS THE
WEATHER ALLOWS IT.
J) RUNOFF FROM THE STOCKPILES WILL NEED TO BE DIRECTED
TO THE SANITARY SEWER UNTIL THE STOCKPILE IS COVERED OR
STABILIZED.
11. MAINTAIN INTERCEPTOR DITCHES WHERE SHOWN, ADJUST AS
NECESSARY DURING CONSTRUCTION TO MAINTAIN POSITIVE
DRAINAGE TO THE POND.
12. AMEND E.S.C. FACILITIES AS REQUIRED.
13. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES 4
PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE
TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF:.
SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD A O
SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY.
_A
14. ALL DISTURBED AREAS WHICH HAVE BEEN EFFECTED BY GRADING,m
OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF 9; O
GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND
TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES.
15. CONSTRUCT UTILITIES PER APPROVED PLANS
16. CONSTRUCT BUILDING AND SITE IMPROVEMENTS
17. FINE GRADE SITE AND PAVE
18. CLEAN UTILITIES AS REQUIRED
19. INSTALL LANDSCAPING AND LIGHTING
20. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF
EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND
PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND
FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO
STORM DRAINAGE SYSTEM. TEMPORARY EROSION & S
SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLY
UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY
OFFICIAL.
21. COMPLETE INSPECTION/PUNCH LIST
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12'57"E(22.34'
POWER CONDUIT TRENCHING
PER PSE STANDARDS, REFER
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382902
TR iEX. FENCE ON HOUSER WAY TO BE REMOVED
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