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STA 62+29.92, 15.45' LT '
STA 55+66.39, 9.79' LT- Lu
STA 54+05.32, 0.83' LT �
STA 55+56.45, 0.12' LT <
RET WALL STA 54+11.56, 0.80' LT STA 55+29.39, 9.96' LT
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EXPOSED 4" CONDUIT (x2) STA 55+19.45, 0.29' LT •, J FLASHING BEACON
BRICK RET WALL 2
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00 IE 38.2 NE,E,S-W @ CL
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AC BARK aQ STA 55+78.89, .0e LT •• 2 I DJC a IE 400 SEIE 41.7 S,88»CONC CONC
4 THLK a ;: W W IE 38.9 W, 12" CONC
FLASHING BEACON •• a IE 38.8 E, 12" CONC
STA 54+62.39, 2.94 RT PINE18" a 1'-2' CONC WALL/BENCH
STA 54+34.09, 22.89' RT •• a CB 5653
SDMH 5656 •• a DT20" RIM 44.94
RIM 45.24 ,• 3' IE 42.9 NW, 8" CONC
IE 42.0 S, 8" CONC IE 42.9 N, 8" CONC
IE 39.0 W, 12" CONC a - .. `D STA 56+22.60, 13.42' RT
PLAN IE 38.8 E, 12" CONC ••
N CB 5657 a T16' A STA 61+60.61, 12.66' RT
RIM 44.72
iiiiii IE 42.0 S, 8" CONC 1'-2' CONC WALL/BENCH
0 10 20 40 60 IE 42.0 N, 8" CONC I
SCALE IN FEET
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I.
GENERAL NOTES
1.
THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S
CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS
WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE
INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE.
2.
REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN
THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE
ENGINEER.
3.
CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH
BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS
AT THE TIME OF INSTALLATION.
4.
THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT
CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT
CONCRETE PANELS AS REQUIRED FOR INSTALLATION OF NEW
PAVEMENT SECTIONS, UTILITIES, AND AS DESIGNATED BY THE
ENGINEER.
5.
REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE
TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES.
6.
PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE
IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT
ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND
OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE.
7.
PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE THE REMOVAL
LIMITS.
8.
REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION
JOINTS WITH NO SAWCUTTING.
9.
MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE
OF EXISTING AND/OR TEMPORARY ILLUMINATION.
10.
MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES, UNLESS
OTHERWISE COORDINATED WITH THE ENGINEER AND PROPERTY OWNER.
SEE ALSO SPECIAL PROVISIONS 1-07.23(1).
AC - NE , SEPTr 017 11 •
FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE
CHANNELIZATION & SIGNING PLANS, SHEETS 36-40.
12.
FOR SIGNAL & ILLUMINATION REMOVALS, SEE SHEETS 22-27
13.
FOR WATER & SEWER REMOVALS, SEE SHEETS 17-19
SITE PREPARATION NOTES
CB 7349
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RIM 44.68
SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE
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IE 42.6 E, 8" STEEL
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REMOVAL LIMITS.
3' METAL
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REMOVE CONCRETE SIDEWALK AND/OR CONCRETE PAVEMENT WITHIN
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EXISTING SURFACE REMOVAL LIMITS.
REMOVO COMCRSETE CURB & GUTTER WITHIN EXISTING SURFACE
L
REMOVE
THE LOFTS
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UNDER CONSTRUCTION
14
REMOVE STORM DRAIN PIPE.
3 10"
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15
ABANDON EXISTING DRAINAGE STRUCTURE.
° SSMH 3635
CB 7350
RIM 45.114
1
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STA 13+03.02
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CB 3624
E 41.8 W,
41.5 E,
8" STEEL
8" STEEL
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CB 5865
SSIV 5864
8.90 RT
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RIM 44.37
IE 42.4 E, 8" CONC
IE 44.5 W, 3" PVC
IE 44.5 E, 3" PVC
RIM 43.95
RIM 44.86
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® ° STA 10+62.86 SDMH 5897 SDMH 5863 STA 13+99.36, 4.62' RT INSTALL NEW HMA PAVEMENT SECTION,
U) b, RIM 45.38 CB 5878 SDMH #5862 RIM 45.01 ,
12.88 RT RIM 45.12 RIM 44.29' PER SHEET 4
IE 42.0 W, 8" PVC IE 41.3 W, 8" PVC STA 13+17.61, 8.90 RT
STA 10+44.86 IE 41.8 N, 12" PVC IE 44.7 W, 2" PVC IE 41.3 E, 8" PVC
1 T IE 41.8 S, 12" PVC IE 44.1 E, 3" PVC IE 41.3 SE, 12" PVC STA 14+10.70, 8.82 RT
2.03 R CB 5877 IE 41.2 N, 12" CONC
- - - - - - - - SAWCUT LINE
Lu a ° RIM 44.52 IE 41.2 S, 12" CONC PLAN Z
c � CB 324 IE 44.2 W, 2" PVC STA 12+83.53, 8.90' RT ///////////// REMOVE/ABANDON DRAIN PIPE
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RIM 44.83 CB 5861
• / ° IE 43.1 NE, PW 3620 RIM 44.01
❑ INLET PROTECTION
o I IE 43.0 SW, 8' IRM 45.21 IE 42.6 W, 8" PVC 0 10 20 40 60
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SCALE IN FEET