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EDGE OF
v 2'-0" PAVEMENT
22'-0" PAVEMENT
CLASS S OR 4 2" ASPHALT PROFILE GRADE
CURB & GUTTWEARING SURFACE o
ER
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0
4'-0 CONCRETE
SIDEWALK
SOLID
SODDING
PROFILE GRADE
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COMPACTED SUBGRADE
CLASS 7 BASE COURSE 0 958 MODIFY PROCTOR DENSITY.
0 1008 MODIFIED PROCTOR DENSITY
GENERAL NOTES
IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND
GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95%
OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT_ (AASHTO
T-180) O
1. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS,
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 95% MAXIMUM.(AASHTO
CRUSHED STONE- DENSITY OF COMPACTED MATERIAL IN EACH COURSE SHALL BE
2• COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191).
AREAS OF IMPROVEMENT TO. RECEIVE TOTAL DEPTH ASPHALT SHALT. BE
3. DETERMINED IN FIELD BY ENGINEER. WHERE NOT NOTED, AREAS OF
IMPROVEMENT SHALL BE CONSTRUCTED AS SHOWN ON TYPICAL SECTION WITH
CRUSHED COURSE BASE COURSE.
4 ALL THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF 01
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REQUIRED BY DEPARTMENT OF PUBLIC WORKS.
20'-0" PAVEMENT FOR MINOR RESIDENTIAL WHERE APPROVED BY CITY.
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NOTE: WIDENING TO CENTERLINE IS REQUIRED WHEN
EXISITING STREET DOES NOT MEET THESE STANDARDS.
STREET WIDENING
NOTE:
SEE TYPICAL STREET SECTION
WIDENING SECTION '
EXISTING STIUM
VERTICAL SAW
CUT AT MATCH POINT
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47 _
LEGEND: �\ o
5TREET LIGHT"IV HT.
—�---- NEW FENGE-BRIGK GOLUMN5 AT TURN5,"n •_
WOOD P05T5 AND RAILS WITH VINE5 IN BETWEEN ",�� �oI`'��
*—* VINIL GOATED GHAIN LINK FENGE
WITH VINE5 -
GONGRETE APRON END OF ACCESS EASEMENT
SPECIAL PAVING
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HALF STREET IMPROVEMENT (FUTURE) `
ASPHALT PAVING
DETENTION
GONGRETE SIDEWALK POND
Q�
NEW FENCE
BRICK COLUMNS AT
TURNS. WDOD POSTS Y A� PV Q _�
AM RAILS A
RIIN LS WITH VINES �4� �—
�,¢� -
ED
N) OF CURB
AND GM ER
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WON
UNIT R
SCALE: 1"=30'-0"
EA5EMENT
NEW PAVEMENT
�*
20'
UNIT B
5GALE: 1"=30'-O"
TRACT A - 16,808 S.F.
TRACT B - 82,745 S.F.
VINIL COATED GRAIN
- ------ LINK FME WITH VINES
All
STREET LIGHT
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BMGK GOLNS AT C
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TUROOD P05T5 Q
AND RAILS WITH VINES
--------- IN BETWEEN
- - 40 20 0 40
TO EXISTING ROADWAY TO CONFORM TO
O r `TTEEND OF QRB
f/ AND 6uR
NOTE:
ADDITIONAL ROW TO BE DEDIGATED
TO CONFORM TO MASTER STREET "N ROW
REQUIREMENT OF 45' FROM C OF ROAD.
ADDITIONAL PAVEF ENT TO BE ADDED
MASTER STREET PLAN REQT FOR MINOR ARTERIAL
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CA 973 (PEAS) EXPIRES 6/30/2004
CA 973 (PEAS) EXPIRES 6/30/2004
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Revisions
Drawn by
HF
Checked by
Date
SITE PLAN
29-05 1
Job Number
718-2
Contact Person
FR
Sheet Number
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Revisions
Drawn by
HF
Checked by
Date
SITE PLAN
29-05 1
Job Number
718-2
Contact Person
FR
Sheet Number
cloo