HomeMy WebLinkAbout3452-2PROFELE
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BASELINE ARUE4// C� Co C> + R Q::
C1 Potf 815, J CITY DWG 0. 2987
RIW EX; P WER PROTECT IN EXIST CURB
(245,99- FS (1345. + PROTECT IN
\SREET MPcRo VEMENTS 06 ULJ >- - u"I PLACE C1 �;_w STREET HT PR ECT EDGE PLACE AND GUTTER
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P R CITY DEW NO 30631 3 q- di IN P -P PAVry.EMENT EXIST. MEANDER
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CONSTRUCTION NOTES
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7 77
RAM mg
(j 145.15 FS)
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S14 00 CN (0—CONSTRUCT 4.5- AC PAVEMENT (MIN) OVER 12- OF 95% COMPACTED NATIVE SOIL
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'20 7. 00 VP
TAPER P
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FUTURE S E!rl
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EDGE
PAVEA
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0 --CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
b
W
17-'-W
5.
7 17" W GRIND EXISTING A.C. PAVEMENT AND OVERLAY WITH
--- - - -----
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AND 0
EXIST.
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(-,'�—SAW-CUT & REMOVE EXISTING A.C. PAVEMENT
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(OLD STATI NTNG} EXISJING�CATCHBASIN . ...... - (D—ADJUST MANHOLE TO GRADE PER CITY STD. DWG. NO. 109
118+9 11+07.2 CL C.B. NO, 2 EXIST. EXIST. EXISTING RIW PER,_.,/ EXIST.
(1345.83 TC) EXIST. CURB & GUTTER ST LIGHT CITY DWG NO. 199 ST LIGHT
916 -- -- ST LIGHT
10+00.00 �EMLOCK AVENUE= .12 BC EXIST. RIW PER
1,,,18+42.69 BASELINE AVENUE W=16' CITY DWG NO. 1990 170 W EXIST, (8 OVERLAY EXISTING A.C. PAVEMENT 0.1- MINIMUM
134,15.95 Fq 9--t- I\ EXISTING RTW PER EXIST. CURB 17" W
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EXIST. SIDEWALK CITY DWG NO. 1990 p AND GUTTER
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EXIST. TRAFFIC SIGNAL BOX
5 TO BE REMOVED BY OTHERS 15+88.07 CL INT
Tl EXIST. IMPROVEMEN
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RI PER CITY DWG NO. 1990 1354.05 FS C14 Q.) , ,
PROPOSED CURB & GUTTER AND H/C RAMP
PER CITYDWG NO 3063
+
EXIST. STREET LIGHT TO 20' 2(Y_.l
r4 Jj BE REMOVED BY OTHERS 30' 30'
EXIST. DBL 12'X8' RCB
PER CITY DWG NO, 2740 60' LEGEND
PROPOSED 24" SD INDICATES PROPOSED A.C. PAVEMENT
PER CITY DWG NO 3063 HEMLOCK AVENUE
BASELINE AVENUE'CLIPTON STREET
EXIST. 17" W TRACT NO. 16009 CURVE DATA T11ACTNO 14293 INDICATES REMOVE EXISTING A.C. PAVEMENT
EXIST, 8" G PER MY OF FONTANA A RADIUS LENGTH TANGENT PER WY OF FONTANA INDICATES GRIND EXISTING A.C. PAVEMENT
DWG NO 3063 A 05'22'04" 622.00' 58.27' 29.16' INDICATES CENTERLINE
PROPOSED CURBED MEDIAN 1.3- 05'31'55- 578.00' 55.81' 27.92' DWG NO IM INDICATES RIGHT-OF-WAY LINE
PER CITY DWG NO 3063 C 05'22'04" 600.00' 56.21' 28.13' SFX SHEff 9 OF 13 ...... ........ INDICATES EXISTING IMPROVEMENTS
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,05'31'5F, 00.00' � 57.93' , 28.99'
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