RFI 4.1 Sheet C-110 Attachment.pdf
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STORM PROFILE
HORZ. SCALE 1"= 40'
VERT. SCALE 1"= 8'
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ISSUED FOR CONSTRUCTION
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SEAL
SHEET KEYNOTES
GENERAL SHEET NOTES
SHEET LEGEND
A. SITE, GRADING AND DRAINAGE LAYOUT PRESENTED HEREIN
IS CONCEPTUAL IN NATURE AND IS SUBJECT TO CHANGE AS
THE DESIGN PROGRESSES.
B. EXISTING NON-GRAVITY UTILITIES THAT CONFLICT WITH THE
PROPOSED STORM SEWER SYSTEM SHALL BE RELOCATED
AS NEEDED.
C. JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR
TO MATCH EXISTING CONSTRUCTION JOINT LOCATIONS
WHEN REPLACING CONCRETE PANELS. CONTRACTOR TO
FIELD VERIFY PANEL AND JOINT LOCATIONS AND
COORDINATE PANEL REMOVAL WITH THE COR.
D. ALL ODD SHAPED CONCRETE SLABS, SHALL BE REINFORCED
PER THE CONCRETE PAVEMENT DETAIL C4/C-501.
E. SEE CONCRETE PAVEMENT JOINT DETAIL A7/C-501.
F. PROVIDE EXPANSION JOINTS AT ALL STRUCTURES THAT
PENETRATE CONCRETE PAVING (I.E. STORM STRUCTURES,
VALVE BOXES, ETC.)
G. EARTHWORK: THE PROJECT REQUIRES EXCAVATION WITHIN
CONTAMINATED SOILS (SEE H-SERIES SHEETS FOR
ADDITIONAL INFORMATION). APPROXIMATELY 575 CY OF SOIL
SHALL BE REMOVED FROM THE PROJECT SITE. EXCESS SOIL
SHALL BE TESTED FOR CONTAMINATES PRIOR TO REMOVAL.
CONTAMINATED SOILS SHALL BE DISPOSED OF OFFSITE IN AN
APPROVED WASTE MANAGEMENT FACILITY.
CONCRETE PAVEMENT
ASPHALT PAVEMENT PATCH
CONCRETE SLAB REINFORCEMENT
EXPANSION JOINT
CONTRACTION JOINT
CONSTRUCTION JOINT
1. APPROXIMATE LOCATION OF EXISTING DOWNSPOUT.
2. REMOVE EXISTING 8"X 8" METAL DOWNSPOUT AND INSTALL
NEW PRE-FINSIHED METAL DOWNSPOUT TO MATCH COLOR
OF EXISTING METAL WALL PANELS. NEW DOWNSPOUTS TO
TIE INTO THE NEW UNDERGROUND STORM DRAINAGE
SYSTEM WITH CAST IRON DOWNSPOUT BOOT.
3. DROP INLET - DETAIL C4/C-502
4. 8-IN PVC ROOF DRAIN - DETAIL A1/C-502
5. CONCRETE FLARED END SECTION - DETAIL A7/C-502
6. PROTECT EXISTING ELECTRICAL LINE DURING
CONSTRUCTION.
7. CONCRETE LINED EMERGENCY SPILLWAY - DETAIL A1/C-503.
8. APPROXIMATE LOCATION OF EXISTING TRENCH DRAIN TO
REMAIN.
9. CONCRETE PAVEMENT - DETAIL C4/C-501
10. ASPHALT PAVEMENT PATCH - DETAIL A1/C-501
11. JUNCTION BOX - DETAIL D1/C-502
12. PIPE BEDDING (TYP.) - DETAIL F8/C-502.
13. CLEANOUT - A4/C-502.
14. ASPHALT TO CONCRETE PAVEMENT TRANSITION - DETAIL
A4/C-501.
15. MATCH ASPHALT PAVEMENT FLUSH WITH EXISTING ASPHALT
PAVEMENT (TYP.) - DETAIL A1/C501.
16. INSPECTION RISER - DETAIL A1/C-503.
17. EXISTING OIL WATER SEPARATOR MANHOLE RISER. RISER
SHALL BE RAISED A MINIMUM 4" ABOVE EXISTING GRADES.
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C-110
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SCALE: 1" = 40'
0 20' 40' 80' 120'
C1
SITE , GRADING AND DRAINAGE PLAN
EX. BUILDING 395
EX. BUILDING 424
SCALE: 1" = 40'
0 20' 40' 80' 120'
A1
STORM SEWER PROFILE
R
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SCALE: 1/8" = 1'-0"
0 4' 8' 24'16'
INFILTRATION BASIN
(SEE DETAIL A1/C-503)
TOP ELEV. = 45.0
BOTTOM ELEV. = 40.5
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12' CHAIN LINK FENCE
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12' CHAIN LINK FENCE
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GATE
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ASPHALT
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8' CHAIN LINK FENCE
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GATE
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1 STY. METAL HANGER
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CONC.
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ASPHALT
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ASPHALT
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UTILITY TRENCH
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DIRT
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ASPHALT
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PVC REFLECTOR
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PVC REFLECTOR
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UTILITY TRENCH
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OLD CONC.
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NEW CONC.
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OLD CONC.
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NEW CONC.
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DIRT
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OLD CONC.
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CONC.
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ASPHALT
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CONC.
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NEW CONC.
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OLD CONC.
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SINGLE WHITE LINE
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CONC.
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UTILITY TRENCH
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2X CLEAN OUT
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CLEAN OUT
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CLEAN OUT
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UTILITY TRENCH
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UTILITY TRENCH
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3XC/O
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UTILITY TRENCH
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UTILITY TRENCH
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UTILITY TRENCH
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GARAGE
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SIREN POLE
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DRAIN
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ROOF ELV. 82.90
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ROOF ELV. 66.65
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8' CHAIN LINK FENCE
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LIGHT POLE
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ROOF OVER
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CONC.
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TOP DITCH
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TOP DITCH
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TOP DITCH
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TOP DITCH
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TOP DITCH
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TOP DITCH
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TOP DITCH
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TOP DITCH
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TOP DITCH
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TOP DITCH
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UTILITY TRENCH
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4" IRON PIPE INV. 44.11'
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2" PVC PIPE INV. 44.96'
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ABANDONED VAULT?
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MONITORING WELL?
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FILLED WITH ICE/WATER
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FILLED WITH DIRT
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SEE PHOTOS OF VAULT AND WELL
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SEWER PUMP
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SEE PHOTOS
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| C-110 |
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