HomeMy WebLinkAbout4218-1GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND
THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS.
LEGAL DESCRIPTION:
LOT 36 OF TRACT No. 3011.
BOOK 41, PAGE 79.
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NOTE 3: ALL SIGNS SHALL BE HIGH INTENSITY
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CONSTRUCTION NOTES & QUANTITY
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CONSTRUCT 6 $t MIN. AC OVER 6" UNTREATED BASE MATERIAL.
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CONSTRUCT 4" P.C.C. SIDEWALK PER S.B.Co. Std No 109 TYPE "B".
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CONSTRUCT DRIVEWAY APPROACH PER S.B.Co. Std No 128.
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CONSTRUCT 8" CURB AND GUTTER PER S.B.Co. Std No 115.
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GRIND EXISTING PAVEMENT PER PLAN.
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CONSTRUCT H.C. RAMP PER S.B. CO. STD. 110 B.
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CONSTRUCT SIDEWALK PER S.B. CO. STD. 109 TYPE $$Cl
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CONSTRUCT 8" A.C. DIKE PER S.B.Co. Std No 117.
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CONSTRUCT 4" MIN. AC OVER 4" UNTREATED BASE MATERIAL.
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LEAVE OPENING ON A.C. DIKE
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INSTALL A NORTHBOUND R26B "NO PARKING HERE TO CORNER"
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SIGN AT STA. 9+05.
EXIST, WESTBOUND STOP SIGN INSTALLATION.
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C)a"J", �"-) 4 b /0 67
CHIEF, TRAFFIC DIVISION DATE
CONSTRUCTION NOTES & QUANTITY
ESTIMATE
CONSTRUCT 6 $t MIN. AC OVER 6" UNTREATED BASE MATERIAL.
2018.29
SF
PER GENERAL NOTE #11�
02
CONSTRUCT 4" P.C.C. SIDEWALK PER S.B.Co. Std No 109 TYPE "B".
770.32
SF
C3
CONSTRUCT DRIVEWAY APPROACH PER S.B.Co. Std No 128.
112-00
SF
04
CONSTRUCT 8" CURB AND GUTTER PER S.B.Co. Std No 115.
154.16 LF
9
GRIND EXISTING PAVEMENT PER PLAN.
823.93
SF
06
CONSTRUCT H.C. RAMP PER S.B. CO. STD. 110 B.
1
EA
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SAWCu-r LINE TO FORM SMOOTH JOIN.
310.11
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CONSTRUCT SIDEWALK PER S.B. CO. STD. 109 TYPE $$Cl
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CONSTRUCT 8" A.C. DIKE PER S.B.Co. Std No 117.
23.50
LF
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REMOVE TEMPORARY FENCE
CONSTRUCT 4" MIN. AC OVER 4" UNTREATED BASE MATERIAL.
95.00
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LEAVE OPENING ON A.C. DIKE
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INSTALL A NORTHBOUND R26B "NO PARKING HERE TO CORNER"
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SIGN AT STA. 9+05.
EXIST, WESTBOUND STOP SIGN INSTALLATION.
EXIST. STOP PAVEMENT MARKING.
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CARE SHOULD BE TAKEN TO PREVENT GRADEN DITCHES AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE
COUNTY ENGINNER WAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR
LEAVING IMPROVEMENTS.
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