HomeMy WebLinkAboutStreet Reconstruction 1992general notes
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR
PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT U.S.A."
TOLL FREE AT 1-800-642-2444 FORTY-EIGHT (48) HOURS
PRIOR TO START OF CONSTRUCTION, FOR LOCATION OF POWER,
TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES.
CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE
AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEINER, DRAINAGE
OR UNDERGROUND FACILITIES.
2. THE CONTRACTOR SHALL POSSESS A CLASS "A"
LICENSE AT THE TIME THE CONTRACT IS AWARDED.
0/10
PROJECT LOCATIONS
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F -•
N '•-{ r PRADO
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AL .
0 FEET 1000 2000 3000 4000 5000
0 MILES 1/4 1/2 3/4 1
CITY LIMITS
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AIRPORT
index to plans
sheet no.
1
ON
3
description
GOVER SHEET
ARCHER. BEACH. CARMEL, PEACH
BRIZZ OLARA. NI OM O + WALKER
FOOTHILL BLVD.
4 WATER VAULT MODIFICATIONS
PEACH STREET + FOOTHILL BLVD.
5 NOTES + UTILITY RAISING DETAILS
G STRIPING PLAN -ARCHER. BEACh
CARMEL. NIPOMO. PEACI-t. WALKER
7 STRIPING + TRAFFIC LOOP PLAN
FOOTHILL BLVD.
S STRIPING + TRAFFIC LOOP PLAN
FOOTHILL BLVD.
q STRIPING AND TRAFFIC LOOP
DETAILS
Ron Dunin
MAYOR
Peg Pinard
Penny Rappa
COUNCIL MEMBERS
Jerry Reiss
Bill Roalman
STREET RECONSTRUCTION
AND RESURFACING PROJECT
-Iqq 2
VARIOUS L OCATI ON 5
CITY PLAN NO,
3-12A
APPROVED BY
Wayn . Peterson R. C.E. 18598
City Engineer
DATE
July 1992
FILE NO./LOCATION
144 G
SHEET
I OF 9
�i
U)
a
GONGR!
v
UNUVAL LAK In
MONITORING WELL
C AF",MEL ST.
A�CHE� ST.
,,.
-� � WALKED ST.
i
OVERLAY = PLACE A.C. OVERLAY ONLY.
THICKNESS SHOWN ON SECTIONS.
DEEPLIFT = EXCAVATE AND PLACE A.C. DEEPLIFT
TO THE GRADES SHOWN ON SEC71ONS
GUT OUT = EXCAVATE AND REPLACE WITH A.C. TO THE
EXISTING GRADE. THEN PLACE OVERLAY
IN ONE OPERATION WITH REMAINDER OF STREET.
SAWCUT =----sww-
GRIND = %/////////////0
GRAPHIC SCALE
i inah 100 ft.
V!
0
30'x15'
1 DO NOT RAISE
UNOCAL EARTH -
MONITORING WELL
0
31' A.C.
lei
Z
0
C
D
z
0
v
UZ`
41
A+ A
OCt'�y
STREET TO BE PAVE�GD
V!
Q
J
ARCHER STREET
1045'
31'
.75
.17'
--
975
1
0
0
1
2
3
0
0
0
0
BRIZZOLARA ST
855'
28'
--
.25
--
434
0
3
0
1
6
0
1
0
0
0
BEACH STREET
1705'
31
.75'
.17'
.58'
2200
0
0
0
3
1
1
0
0
0
0
CARMEL STREET
1485'
31
.75'
.17'
--
1600
1
0
0
4
1
3
0
0
0
0
NIPOMO STREET
600'
21-35
--
.25
--
325
2
5
0
1
6
1
3
0
0
0
PEACH STREET
820'
5-3
--
.25
--
550
1
1
0
0
2
1
1
0
0
1
WALKER STREET
465'
31'
.75'
.17'
--
425
0
0
0
2
0
1
0
0
0
0
NOTE: SEE SI-tEET G FOR STRIPING PLAN
STRE15T RECONSTRUCTION
AND RESURFACING PROJECT
1992
000 VARIOUS LOCATIONS 000
EXISTING CURB AND GUTTER
CLEAR AND GRUB AREA
AROUND END OF CURB
AND GUTTER. fLARE PAVING
OUT TO MATCH CURB AND
GUTTER.
QQ 28' A.C.
CM AM GUrr R ENDS
PAW TO OW Of OW
CONSTRUCT A.G. BERM
IJ
GON5TRUGT 440'*,
OF A.G. BERM CDIKf
NO Gm me anin
25' A. C.
5Z621' �A.C..�••��;•�
�pp0top
�o
e
WIDTH OF A.G. SAWGUT L5' FROM CURB fAGS
SEE PLAN ALONG AREAS WHERE EXISTING
GUTTER HAS BEEN OVERLAYED
WITH A.G. C WEST SIDE CARMEL
FROM PACIFIC TO PISMO)
EXCAVATE 0.75' AND
REPLACE WITH 0.75' EXISTING A.G. PAVEMENT
A.Z. DSEPIIFT.
r-j
�r I
_� EXISTING CAM + GUTTER
TYPICAL DEEPLIFT 5ECTION
ALL DEEPLIFT STREETS EXCEPT BEACH ST. FROM I5LAY TO LEFF
Width or A.G.
31,
I
TTAPER 5'
TOTAL A.0 . DEPTH
VAKES FROM 0.75'
TO 0,58' AT GUTTER. EXISTING
r O.i7' A.G. FINAL LIFT 1
0.75' TOTAL A.G. DEPTH EXCAVATE 0.58'
DEEPLIFT SECTION
BEACH STREET—ISLAY TO LEFF ST.
Exist. curb
LEAVE A.G. BASE HIM. 1' LOW
AT GUTTER . PLACE FINAL
A.G. LIFT N ONE OPERATION
WITH REMAINDER OF STREET.
GRIND 10' M.
EXIST -SWAGE AT X-GUTTERS
OVERLAY ` EXISTING CROSS -GUTTER
TYPICAL GRINDING DETAIL AT CR055 GUTTER5
APPR
PET�00, Fti
�3 zm
a No. 18598
* exp. 6/30/93
`q C! V 1�-
CITY E
DATE
JULY '92
SCALE
1 "=100'
DESIGNED BY
TPG/8OF
DRAWN BY
8OF
CHECKED BY
TPG
APPROVED BY
37' A. C. `
4 •
WATER VAULT- RA15E PER
DETAIL5 ON 5HEET 4.
vU
35'A.C.
Q
a
EXISTING CATCH BASIN
CONSTRUCT A.G. BERM
BASIN. fLARE PAVNG OUT
TO GONFORM TO G. B.
35' A.C.
J,
V�
e�
WIDTH OF A.G.
- SEE PLAN
GRIND 5' MIN. EXIST•SURFAGE SAWCUT EDGES
ALONG GUTTERS Of GUT OUTS
0.15' OVERLAY
0 on
0.55' GUT -OUT DEPTH
TYPICAL OVERLAY SECTION
ALL OVERLAYED STREETS EXCEPT BRIZZOLARA
AND PEACH ST. FROM NIPOMO TO ANGLE PT.
WIDTH OF A.G.
za'
TAPER 5' .2GRIND 5.
W TO DW AT EXIST.SURFAGE
oLffam rpm- ALONG EAST EDGE
0.25' OVERLAY
CONSTRUCT A.G. BERM
PER PLAN AND STD.# 7010
CAPPROX. 440'.�
OVERLAY SECTION
BRIZZOLARA STREET
WIDTM OF A.G.
3s•
TAPER 5' GRIND 5'
0.25' TO 0.08' AT EXIST.6WACE ALONG EAST EDGE
OUTSIDE EDGE.
0.25' OVERLAY
OVERLAY 5ECTION
PEACH STREET FROM NIPOMO TO ANGLE PT.
ARCHER, BEACH
BRIZZOLARA, CARMEL
NIPOMO, PEACH & WALKER
CITY PLAN NO.
S-12A
FILE NO./LOCATION
144+, -
SHEET
2 OF 9