HomeMy Public PortalAbout1994 -1995 Quebec Street - Base Failure repair and Street Improvements Phase I, Project No. 90-89.12W
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DIETERICH POST REORDER NO. 150348
F310
SAN FRANCISCO
SAN MATE:Q
LEGEND
SYMBOLS
VICINITY MAP
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SD
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PROPERTY LINE
WATER LINE
GAS LINE
TELEPHONE LINE
STORM DRAIN LINE
SANITARY SEWER LINE
CABLE TELEVISION LINE
WATER SERVICE
STREET LIGHT CONDUIT
CONSTRUCTION NOTE
SECTION LINE
MATCH LINE
EXISTING CURB, GUTTER
AND SIDEWALK
PROPOSED CURB, GUTTER
AND SIDEWALK REPAIR
BASE FAILURE REPAIR
GRIND EXISTING AND
CONSTRUCT A.C. OVERLAY
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ABBREVIATIONS
V
IL
O 040 HD,
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GENERAL NOTES:
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APWA-AGC STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION 1994 EDITION.
2. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN
OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL
PROVISIONS. THE CONTRACTOR SHALL ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND
FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR
SERVICE.
BEFORE COMMENCING WORK, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT
(USA) -- CALL 1.800-227-2600.
3. CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY AND CITY LAWS AND ORDINANCE AND
REGULATIONS OF THE DEPARTMENT OF INDUSTRIAL RELATIONS, O.S.H.A. AND INDUSTRIAL ACCIDENT
COMMISSION RELATING TO SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL.
4. PRIOR TO CONSTRUCTION, P.G. & E. AND CALIFORNIA WATER COMPANY WILL RELOCATE ANY OF
THEIR UTILITIES IN CONFLICT WITH THIS PROJECT. IN THE EVENT THAT UNFORESEEN CONFLICTS ARE
DISCOVERED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS
ACTIVITIES WITH THE APPROPRIATE UTILITY COMPANY IF ADDITIONAL RELOCATION IS REQUIRED.
5. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR OTHER DEVICES
NECESSARY TO PROVIDE FOR PUBLIC SAFETY AND IN ACCORDANCE WITH THE STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION 1992 EDITION.
6. PHASING AND ACCESS. CONTRACTOR SHALL MAINTAIN BOTH VEHICULAR AND PEDESTRIAN ACCESS
THROUGHOUT THE PROJECT AT ALL TIMES UNLESS EXPRESSLY AUTHORIZED BY THE CITY TO DO
OTHERWISE. THE FOLLOWING ARE MORE SPECIFIC PROJECT REQUIREMENTS, ALLOWABLES AND
RESTRICTIONS.
A. CONTRACTOR WILL BE ALLOWED TO PROHIBIT VEHICULAR ACCESS TO INDIVIDUAL GARAGES
WHEN CONSTRUCTION ACTIVITIES ARE ONGOING IN FRONT OF TIIE PROPERTY. THESE
CLOSURES WILL BE PERMITTED UNTIL THE ROADWAY, CURB AND GUTTER HAVE BEEN
REMOVED AND REPLACED.
B. CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN ACCESS TO PROPERTIES DURING
ALL CONSTRUCTION PHASES. CONTRACTOR SHALL SUBMIT TO THE CITY A DETAILED PLAN
SHOWING 110W TITIS WILL BE ACCOMPLISHED. NO WORK SHALL PROCEED UNTIL SAID PLANS
HAVE BEEN APPROVED BY TITE CITY.
C. THE CONTRACTOR WILL BE ALLOWED TO CLOSE PORTION OF STREET WHERE PAVEMENT AND
BASE ARE SCHEDULED FOR RECONSTRUCTION. THE DURATION OF THIS CLOSURE SHALL BE
FROM THE TIME TI IE EXISTING A.C. PAVEMENT AND BASE IS REMOVED TO T11E TIME THE NEW
BASE AND A.C. PAVEMENT ARE IN PLACE. THE CONTRACTOR MUST HOWEVER, PHASE THIS
PROJECT SO THAT NO MORE THAN 200 FEET OF STREET IS CLOSED TO VEHICULAR TRAFFIC
AT ONE TIME. 111E CONTRACTOR MUST SUBMIT A PHASING PLAN TO THE CITY FOR APPROVAL
PRIOR TO CONSTRUCTION.
D. CURB, GUTTER AND SIDEWALK REMOVAL AND REPLACEMENT MUST BE KEPT ON ONE SIDE OF
THE STREET, KEEPING TIIE OTHER SIDE FREE OF OBSTRUCTION FOR THE NEIGHBORHOOD'S
SAFE USE.
7. BASE FAILURE REPAIRS AS SHOWN ON PLANS ARE APPROXIMATE ONLY. ACTUAL LOCATIONS ARE,
OR WILL BE, FIELD MARKED DURING CONSTRUCTION.
8. THE CONTRACTOR MUST SUBMIT A STREET CLOSING SCHEDULE FOR CITY'S APPROVAL ONE WEEK
AHEAD OF PROPOSED STREET CLOSURE. THE CITY WILL COORDINATE STREET CLOSURE WITH BPI
(RON FIGONE, 415/592=2411) FOR GARBAGE COLLECTION PRIOR TO STREET CLOSURE.
(E)
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CONE.
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FIRE HYDRANT
SANITARY SEWER
STORM DRAIN
LINEAR FOOT
FLOW LINE
GRADE BREAK
TYPICAL
SQUARE FOOT
STATION
SIDEWALK
BACK OF WALK
CONFORM
DRIVEWAY
BCR
ECR
T/C
CB&G
CB
A.C.
A.B.
PV.C.
P.E.P.
V.C.P.
(XX.XX)
WM
SSMH
STD
CL
O.C.
BEGINNING OF CURB RETURN
END OF CURB RETURN
TOP OF CURB
CURB AND GUTTER
CATCH BASIN
AGGREGATE CONCRETE
AGGREGATE BASE
POLYVINYL CHLORIDE PIPE
POLYETHYLENE PIPE
VITRIFIED CLAY PIPE
EXISTING ELEVATION
WATER METER
SANITARY SEWER MANHOLE
STANDARD
CENTERLINE
ON CENTER
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PROJECT LOCATION MAP
SCALE I" = 600'
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1. TITLE SHEET
2. PLAN AND PROFILE
3. PLAN AND PROFILE
4. PLAN AND PROFILE
5. PLAN AND PROFILE
6. DETAILS
7. CROSS SECTIONS
8. WORK BEYOND THE SIDEWALK
9. WORK BEYOND THE SIDEWALK
AS BUILT
DESCRIPTION
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BOOK NO.
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CHECKED BY DC DATE 5/94
SCALE AS SHOWN
90 -89.12
PROJECT NO.
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REMOVE EXISTING A.C. PAVEMENT AND BASE AS NECESSARY AND CONSTRUCT 0.7' A.C. PAVEMENT
OVER 8" CLASS 2 A.B. OVER FILTER FABRIC. NOTE: FINAL 0.2' OF ABOVE A.C. PAVEMENT SHALL BE
CONSTRUCTED IN CONJUNCTION WITH THE 0.2 A.C. OVERLAY.
REMOVE AND REPLACE CURB, GUTTER AND SIDEWALK. SEE NEW CURB GUTTER AND SIDEWALK, SHEET 6.
CONSTRUCT CURB RAMP, CASE C PER NEW STATE STANDARD PLAN, NSP A88.
CONNECT EXISTING CB TO NEW 12" P.E.P. WITH NEW 6" P.E.P. AND 12" X 6" STRAP ON SADDLE BY NIPAK
OR APPROVED EQUAL. ( SEE DETAIL ON SHEET 6.)
INSTALL 12" THERMOPLASTIC STOP BAR.
INSTALL STOP LEGEND.
GRIND 0.2' OF EXISTING A.C. PAVEMENT AND CONSTRUCT 0.2' OF A.C. OVERT AY OVER PETROMAI
PLUG AND ABANDON EXISTING 6" PERFORATED A.C.P.
REMOVE AND REPLACE EXISTING STREET LIGHT CONDUIT, PULL BOXES AND WIRES
( 1-1/2" P.V.P.WITH NO.8 WIRES) •
REMOVE EXISTING 8" PERFORATED A.C.P. AND BACKFILL WITH CLASS 2 A.B AS NECESSARY
INSTALL NEW PULL BOX PER CITY STD. 3-1.164.
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PROFILE
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NOTE . 7t) ✓O/N me PIPES, con/ CTCW sSALL P74OV/QE ,B4ND
SEAL SEINER REPA/R COUPL/NG5 A -!4N/✓. CTc/REO BY
M/SS/C$/ &'LAY PRODCyc75 OR APPROVED EQUAL .
cat/TR4C7e'R -WALL ALSO TAKE C.44/4GC of TRANSPORTING
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CONSTJILJCTION NOTES
11'
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REMOVE EXISTING A.C. PAVEMENT AND BASE AS NECESSARY AND
CONSTRUCT 0.7' A.C. PAVEMENT OVER 6" CLASS 2 A.H. OVER FILTER
FABRIC. FINAL 0.2' OF ABOVE A.C. PAVEMENT SIIAI_L HE CONSTRUCTED
IN CONJUNCTION WITH TIIE 0.2' OF A.C. OVERLAY.
REMOVE AND REPLACE CURB, GUTTER AND SIDEWWALK. SEE NEW
CURB, GUI TER AND SIDEWALK, SHEET 0.
CONSTRUCT CURB RAMP, CASE C PER NEW SLATE STANDARD PLAN,
NSP-A813.
CONNECT EXISTING CATCIIDASIN TO NEW 12" P.E.P. WII II 6" P.E.P. AND
12" X 6" STRAP ON SADDLE BY NIPAK OR APPROVED EQUAL SEE DETAIL
ON SHEET 6.
INSTALL 12" THERMOPLASTIC STOP BAIL.
INSTALL TI IERMOPLAS [IC STOP LEGEND
GRIND 0.2" OF EXISTING A.C. PAVEMENT AND CONSTRUCT 0.2' A.C.
OVERLAY OVER PEl ROMAT.
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NOTE: DURING THE PERIOD OF PAVEMENT CONSTRUCTION, RECONSTRUCTED PORTION WILL BE LOWER
BY A MINIMUM OF 0.2' THAN THE PORTION TO BE OVERLAYED UNLESS THAT THE 0.2' OF A.C.
GRINDING IS DONE AT THE SAME TIME. THIS WILL BE A HAZARD TO PEDESTRIAN AND VEHICULAR
TRAFFIC. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ELIMINATION OF THIS HAZARD BY
PLACING A TRIANGULAR WEDGE TRANSITION ( 1' X 0.2') OF CUTBACK ASPHALT ON ALL OF THIS
VERTICAL DROPS. THE CUTBACK ASPHALT SHALL THEN BE REMOVED WITH THE GRINDINGS OF
AREAS TO BE OVERLAYED.
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PROJECT NO. 90 - 49.17
.SEE Sher.3
es8es
ADJUST MANHOLE RIM TO GRADE
INSTALL THERMOPLASTIC STOP LEGEND
INSTALL 12" THERMOPLASTIC STOP EtIAR
REMOVE AND REPLACE 6" CONCRETE DRIVEWAY
REMOVE AND REPLACE 4" CONCRETE WALK
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GRIND 0.2' OF EXISTING A. C. PAVEM ENT AND CONSTRUCT 0.2'
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1994 - 95 BASE FAILURE REPAIR AND STREET IMPROVEMENTS
PHASE I - QUEBEC STREET: SECOND AVE. TO MONTE DIABLO AVE.
PLAN AN D PROFILE
PR. CT
NEER
3-3/-!r
DATE
APPROVED
EN GINEER
3-s/-rS
DATE
APPROVED
'a
4/3/y. 1'
DATE
n
AS BUILT
ems.
6-17
DIRECTOFLOF Py
C WORKS
REV ISION
DESCRIPTION
BY
DATE
de l Fr 'r un g Inc 11062 Form 1041"
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1994 - 95 BASE FAILURE REPAIR AND STREET IMPRO VEMENTS
PHASE I - QUEBEC STREET: SECOND AVE. TO MONTE DIABLO AVE.
PLAN AND PROFILE
PROJEC EN .0 ER
3-SI- 5'
DATE
APPROVED
AP PROV
CITY ENGINEER 5- 31'=15
DATE
'REVISION
DATE NO
As 1SufbY
DIRECTOR OF PUBLIC WORKS
DESCRIPTION
BY
DATE
V
W
6" MIN.
12" MAX
O4
4
Oc6 a umng Inc. 81062 Form 10414
3'
I
I
COMPACTED
SUBGRADE
-411
6"
COMPACTED
SUBGRADE
SLOPE 1/4" PER FOOT
CLASS 2 AGGREGATE BASE AT
95% RELATIVE COMPACTION
OR AS APPROVED BY THE
ENGINEER
SLOPE 1/4" PER FOOT
CLASS 2 AGGREGATE BASE AT
95% RELATIVE COMPACTION
OR AS APPROVED BY THE
ENGINEER
NOTE : PROVIDE AND INSTALL *4 x 12" LONG
DOWELS AT 18" 0.C. MAXIMUM AT THE
END OF UNFINISHED CONCRETE POUR
OR WHERE NEW CONCRETE JOINS
EXISTING CONCRETE.
6"
TYPE "A"
8.1/2"
TYPE "8"
BATTER I" PER FOOT
520-C- 2500
CONCRETE
R=4"
R=6"
520-C-2500
CONCRETE
EXISTING AC.
PAVEMENT
CURB
GRADE
DEEP LIFT A.C.
BATTER
I" PER 12"
6" MIN. ,
12" MAX.
EXISTING A.C.
PAVEMENT
DEEP LIFT A.C.
BATTER I" PER 12"
* REQUIRED ONLY WHERE EXISTING A.C. PAVEMENT
IS NOT BEING RECONSTRUCTED AND ONLY FOR
THE PURPOSE OF SETTING UP FORMS AT LIP
OF GUTTER.
CURB, GUTTER a SIDEWALK
50'
FINISHED GRADE
STD. TYPE "B" MANHOLE
FRAME AND COVER
SEE STD. DWG. 3- I -107
PRECAST CONCENTRIC
TAPER SECTION SET OVER
FRESH CONCRETE BASE
NOTE: BREAK PRECAST CONCENTRIC TAPE SECTION AS NECESSARY
TO INSTALL OVER PIPES. GROUT BETWEEN TAPER SECTION
AND PIPES.
MANHOLE NO. 1
SCALE' I" = I' - 0"
24"SQUARE
REMOVE AS
NECESSARY
I EXISTING
r�CATCH BASIN
POUR NEW 4" THICK CONCRETE
DETAIL OF 6" P.E.P. CONNECTION TO EXISTING CATCH BASIN
4'
CURB ,GUTTER
AND SIDEWALK
3
10'
BASE FAILURE REPAIR
(0.7"OF A.C. IN THREE LIFTS )
SEE NOTE 2
10'
TYPICAL SECTION
3' • 6„
4'
I —
GRIND 0.2' OF EXISTING A.C. PAVEMENT AND
CONSTRUCT 0.2' OF A.C. OVERLAY OVER PETRO MAT
NOTES'
( FOR BASE FAILURE REPAIR AND A.C. OVERLAY 1
I. REMOVE AND REPLACE CURB, GUTTER AND SIDEWALK WHERE
SHOWN ON PLAN OR AS DIRECTED BY ENGINEER
2. REPAIR BASE FAILURE WHERE SHOWN ON PLAN OR
AS DIRECTED BY ENGINEER
50'
I
CURB, GUTTER
AND SIDEWALK
i
7'
4'
10'
10'
2% MIN.
REMOVE AND REPLACE
CURB, GUTTER AND SIDEWALK
AS SHOWN ON PLAN OR AS
DIRECTED BY ENGINEER
0.7' A.0
6" CLASS 2 A.B.
FILTER FABRIC
I y
0.2' FINAL LIFT ISEE NOTE BELOW
PETROMAT
2% MIN.
TYPICAL SECTION
I
4
'I
COMPACTED
SUBGRADE
( FOR TOTAL PAVEMENT RECONSTRUCTION
PER CONSTRUCTION NOTE NO.1 ON SHEETS 2 83
REMOVE AND REPLACE
CURB, GUTTER AND SIDEWALK
AS SHOWN ON PLANS OR AS
DIRECTED BY ENGINEER
I
i
NOTE' 0.T'A.G. SHALL BE CONSTRUCTED IN THREE (3) LIFTS OF 0.25', 0.25' AND 0.20' FINAL LIFT.
0.2' FINAL LIFT TO BE CONSTRUCTED OVER PETROMAT IN CONJUNCTION WITH THE CONSTRUCTION OF 0.2'A.C. OVERLAY.
SCALE : 1" = I'
Lai
a -m
r
1—=
CURB AND GUTTER
J SIDEWALK
ct
U
BACK OF WALK
CONSTRUCT CURB RAMP CASE C
PER STATE NEW STANDARD
PLAN NO. NSP - A88
t
4' - 0"
3'-6'
LIP OF GUTTER
FACE OF CURB
4'
TRANSITION
TYPE
B"
TYPICAL PLAN OF CURB RETURN
TYPE"B"
CURB
STD. TYPE"B" MANHOLE
FRAME AND COVER
SEE STD DWG. NO. 3-1-107
GROUT
PRECAST CONCENTRIC
TAPER SECTION SET OVER
FRESH CONCRETE BASE
12" P.E.P.
I FLOWLIN
24" I.D.
'777/7/////77//////
SEE NOTE I
SEE NOTE 2
Y/
f -FINISH GRADE
FIELD POURED CONCRETE BASE
r^ 36" I.D.54" DIA. MIN. BASE
I -
NOTES'
1. BREAK P1RECAST CONCENTRIC TAPER SECTION AS NECESSARY TO INSTALL
TAPER FilICTION OVER PIPES. GROUT BETWEEN TAPER SECTION AND PIPES.
2. REMOVE PORTION OF EXISTING IS" RCP INSIDE PROPOSED MANHOLE.
3. PORTION' OF EXISTING 16" RCP INSIDE PROPOSED MANHOLE TO'REMAIN.
MANHOLE NO. 2
SCALE ' I" I' - 0"
LIMIT OF NEW CURB, GUTTER E SIDEWALK
2'
PLAN
2'- 10
2
BACK OF
CURB
TYPE"B"
CURB
FLOWLINE
12" LIP OF GUTTER
PVC
SECTION B - B
NORMAL
FLOWLINE
i0"
DEPRESSED
FLOWLINE
VARIES
VARIES
CONSTRUCTION NOTES
WALL
SECTION A -A
INSTALL SANTA ROSA CAST PRODUCTS
PH -204 FRAME AND GRATE OR
APPROVED EQUAL
INSTALL SANTA ROSA CAST PRODUCTS
PELICAN SERIES MODEL A2 INLET
HOOD FIBERGLASS LINER ASSEMBLY
OR APPROVED EQUAL
CONSTRUCT 2' TRANSITION FROM
TYPE"B" (ROLLED) TO TYPE"A"
(.VERTICAL) CURB
560-B-3250 POURED CONCRETE
SANTA ROSA PRECAST CONCRETE
DROP INLET MODEL 2K OR APPROVED
EQUAL
-
-
LIP OF
GUTTER
NORMAL
GUTTER
GROUT l TYP. )
STANDARD TYPE "F- r CATCH BASIN
AS BUILT
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CHECKED BY DC DATE 5/94
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SURVEYED BY
BOOK NO.
DATE
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DRAWN BY RLG DATE 5/94
CHECKED BY DC DATE 5/94
OIn
SCALE: HORZ 1"=10'/VERT 1"=1'
PROJECT NO.
90- 89. 12
1994-95 BASE FAILURE REPAIR AND STREET IMPROVEMENTS
PHASE I - QUEBEC STREET: SECOND AVE.TO MONTE DIABLO AVE
CROSS SECTIONS
PROJECT/ ENG}MEER
3-3/
DA TE
APPROVED V/'`�'
iler
{c CITY ENGiN EER
APPROV ED
DIRECTOR OF PUBLIC WORKS
3 -.S/ -
DATE
a IC
DATE
RE VISION
DESCRIPTION
BY
DATE
CONSTRUCTION NOTES FOR 132 NORTH QUEBEC
CONSTRUCTION NOTES FOR 128 NORTH QUEBEC
CONSTRUCTION NOTES FOR 124 N. QUEBEC
4
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CONSTRUCTION NOTES:
0
0
SAWCUT EXISTING CONCRETE DRIVEWAY
REMOVE PORTION OF EXISTING CONCRETE DRIVEWAY 8 CONSTRUCT
71.2 SF OF 4' CONCRETE DRIVEWAY OVER 3" COMPACTED CLASS 2
AGGREGATE BASE.
'o
1708 MONTE DIABLO AVE.
N
ja
PETERSON, WALLACE D. a ESTELLE
.,: ,:... :.. n..... n... ... JS
.. = BACK OF WALK
- LIP OF GUTTER-'
1708 MONTE DIABLO AVE.
it\
CONSTRUCTION NOTES FOR 120 N. QUEBEC
KD
I
10.2' --I
REGRADE AND RESOD 172 S.F. OF LAWN AREA.
Excavate to 6" below proposed finish grade. Furnish and install 6"
of top soil and resod graded area.
REMOVE AND REPLACE CONCRETE DRIVEWAY.
Sawcut and remove portion of existing concrete driveway and
construct 65 sq. ft. of 4" concrete driveway over 3" compacted
Class 2 aggregate base.
REMOVE AND REPLACE CONCRETE WALK.
Sawcut and remove portion of existing concrete walk and construct
21 sq. ft. of 4" concrete walk over 3" compacted Class 2 aggregate
base.
RESET FOUR (4) SPRINKLER HEADS TO GRADE.
APPROX. PROPERTY LINE
81062 Form 104"
a
120 N. QUEBEC ST.
120 N. QUEBEC ST.
DY, MARIANO Z. ET AL
EXISTING HOUSE
.. .. 1 ::!t+•.1..'�C �.:.ri.L:...i..l...,✓•.lq::.�.�•v:ir+., J.fiui::�j!•ir�
91
APPROX
PROPERTY
o� So
BACK OF WALK
LIP OF GUTTER -1
LINEN
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REGRADE AND RESOD 340 S.F. OF LAWN AREA.
Excavate to 6" below proposed finish grade. Furnish and install 6"
of top soil and resod graded area.
REMOVE AND REPLACE CONCRETE DRIVEWAY.
Sawcut and remove portion of existing concrete driveway and
construct 63 sq. ft. of 4" concrete driveway of 3" compacted
Class 2 aggregate base.
REMOVE AND REPLACE CONCRETE WALK.
Sawcut and remove portion of existing concrete walk and construct
22.5 sq. ft. of 4" concrete walk over 3" compacted Class 2
aggregate base.
RESET EXISTING WATER METER BOX TO GRADE.
EXISTING HOUSE+`
132 N. QUEBEC ST
MEDINA,MANUEL S.& GRACE S.
EXISTING FENCE +: EXISTING CONC.WALK.+
0
Nl '
SAWCUT
9•
\9/
APPROX. PROPERTY LINE -
N
e.`
EXISTING
DRIVEWAY
SAWCUT
APPROX. PROPERTY
9j
O
to
r
N
X
BACK OF WALK -1 -
tit
Z LIP OF GUTTER
in
I—
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X
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132 N. QUEBEC ST.
a
a
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cc
N
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CONSTRUCTION NOTES FOR 12 N. QUEBEC
Q DEGRADE AND RESOD 210 S.F. OF LAWN AREA
Remove existing sod. Furnish and install top soil to new
sidewalk and resod graded area.
REMOVE AND REPLACE CONCRETE DRIVEWAY
Sawcut and remove portion of existing concrete driveway and
construct 86 sq. ft. of 4" concrete driveway over 3" compacted
Class 2 aggregate base.
REMOVE AND REPLACE CONCRETE WALK
Sawcut and remove portion of existing concrete walk and
construct 34.5 sq. ft. of 4" concrete walk over 3" compacted
Class 2 aggregate base.
•
•
EXISTING HOUSE
12 N. QUEBEC ST.
2529 GRACE LANDT AVEARRIET K.
SAN CARLOS. CA 94070
;o
0
0
0
.0
0
M
l q
A
•;\ i•.. . .`ai
115'
12 N. QUEBEC ST.
N
0
•
e-APPROX. PROPERTY LINE
BACK OF WALK -1
LIP OF GUTTER-/
O
BEGRADE AND RESOD 266 S.F.OF LAWN AREA.
Excavate to 6" below proposed finish grade. Furnish and install 6"
of top soil and resod graded area.
REMOVE AND REPLACE CONCRETE DRIVEWAY,.
Sawcut and remove portion of existing concrete driveway and
construct 63 sq. ft. of 4" concrete driveway over 3" compacted
Class 2 aggregate base.
REMOVE AND REPLACE CONCRETE WALK.
Sawcut and remove portion of existing concrete walk and
construct 21 sq. ft. of 4" concrete walk over 3" compacted Class 2
aggregate base.
RESET FIVE SPRINKLER HEADS TO GRADE.
RESET TWO WATER METER BOXES TO GRADE.
a2
0
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2
a.
0
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4
EXISTING
DRIVEWAY
LIP OF Gifff R -
128 N. QUEBEC ST
Ye—
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EXISTING HOUSE
128 N. QUEBEC ST
BARNARD, DANIEL W. JR. a K.R.
o -6-EXISTING CONC. WALK
• rn
::0
0 'LR'
9�
r.
APPROX. PROPERTY LINE
BACK OF WALK
v
y X
X 0
w m
CONSTRUCTION NOTES FOR 4 N. QUEBEC
0
REGRADE AND RESOD 400 S.F. OF LAWN AREA
Remove existing sod. Furnish and install top soil to new
sidewalk and resod graded area.
REMOVE AND REPLACE CONCRETE DRIVEWAY
Sawcut and remove portion of existing concrete driveway and
construct 85 sq. ft. of 4" concrete driveway over 3" compacted
Class 2 aggregate base.
REMOVE AND REPLACE CONCRETE WALK
Sawcut and remove portion of existing concrete walk and
construct 22 sq. ft. of 4" concrete walk over 3" compacted
Class 2 aggregate base.
EXISTING HOUSE
4 N. QUEBEC ST.
SINGH, NARENDRA P. 13 ARUNA
n..a+.s.,u.y
S
:..r�.n..r.:..wtt+aunY.u-u-�r.::-.sa��.j...u-e• ..:-�:ti•.a:..v ••
OF GUTTER
4 N. QUEBEC ST.
•
::;.:
u.. =
APPROX. PROPERTY LINE
A.
10'
EXISTING FENCE—"'i
BACK OF WALK
O
C"
G
REGRADE AND RESOD 280 S.F. OF LAWN AREA.
Excavate to 6" below proposed finish grade. Furnish and install 6"
of top soil and resod graded area.
REMOVE AND REPLACE CONCRETE DRIVEWAY.
Sawcut and remove portion of existing concrete driveway and
construct 77 sq. ft. of 4" concrete driveway over 3" compacted
Class 2 aggregate base.
EXISTING HOUSE
s. ;a
124 N. QUEBEC ST.
1168 BA CUTHAEDR.
FOSTER CITY. CA 9.4404_
14-11•114111•ll ll Altil-•ISwY%%%%%%4•
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EXISTING CONC. WALK
APPROX. PROPERTY LINEN
124 N. QUEBEC ST.
o
01
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cc
a.
EXIST. CONC. DRIVEWAY
HOUSE
to
co
oo
•
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SAWCUT REMOVE PORTION q F EXISTING CONCRETE DRIVEWAY
AND CONSTRUCT 18 0 SF OF 4 'CONCRETE DRIVEWAY OVER 3"
COMPACTED CLASS 2 AGGREGATE BASE.
0E1 D YAPRRDEDS.SaAJV OE H. N K.
AMEDA
S4C0H1 5L EA11 L,
; SAN MATEO, CA 94403
•
1701 CYPRESS AVE.
"-APPROX. PROPERTY LINE
BACK OF WALK
forLIP OF GUTTER
AS BUILT
DESCRIPTION
OJECT ' NGIN
V
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WORK BEYOND THE SIDEWALK
SURVEYED BY
6
co
DRAWN BY K.LEE DATE 5/94
CHECKED BY DC DATE 5/94
PROJECT NO. 90- 89.12
CASE
DRAWER
18
SET
07
SHEET OF 9
"
c i
0
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0 0
m
O c 6 B r u n i n g , I n c . 8 1 0 6 2 F o r m 1 0 4 1 4
1 6 3 2 M O N T E D I A B L O A V E .
I
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