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DIFISC?FN
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HF! r,I nHUt If
V
PLAN SCALE: 1-40
CONSTRUCTION NOTES
j�--- CONST. 4~ THICK SIDEWALK 4WIDE-
Za-- SAW cur s REMVF, T6 O►F Ex15rCb•e GV -r. (Sr. 2tt)I.D6 Tb. ST. 3+7-7. 96) g
CONST. X -GUT TER PER C/TY OF FONTA1 /1 (A STD- NO. /04-.
a --CONST. R,4MPED CuR8 RETURN PER C/T'y OF FONT,4 NA STD NO 104-4.
t
95
M i8' •oT lay 0.4o air!
Gvl�ri-
EriA6CdGl
TYPICAL SECT04-
ANASTASI A
AVENUE
CURVE DATA
NO.
D
R
L
T
O900001oo"
Lin.
Zoe
3/•42
20-00'
76.00
Lin.
Ft.
3
4.
°'
Sq.
1�
h
ti
6313-00
Sq.
Ft.
6.
192 39.00
Sq.
Ft.
( 241 Ton)
7.
3
Ea.
a
8.
ao
9.
2327.00
19
18 17
A
10.
' Q
A
Ft.
Z
° a
66 112.96
3 =.
W
��
3
105• GI
4,
Ex is f. Curb 6'a{f��
ANASTASIA
'
LIQ
a°
AVENUE
C6.0 C
\ �7
90 E.WV
C. /NT.
Ex,sf c04
/3 -r/D N• 3
\ i
Y
PLAN SCALE: 1-40
CONSTRUCTION NOTES
j�--- CONST. 4~ THICK SIDEWALK 4WIDE-
Za-- SAW cur s REMVF, T6 O►F Ex15rCb•e GV -r. (Sr. 2tt)I.D6 Tb. ST. 3+7-7. 96) g
CONST. X -GUT TER PER C/TY OF FONTA1 /1 (A STD- NO. /04-.
a --CONST. R,4MPED CuR8 RETURN PER C/T'y OF FONT,4 NA STD NO 104-4.
t
95
M i8' •oT lay 0.4o air!
Gvl�ri-
EriA6CdGl
TYPICAL SECT04-
ANASTASI A
AVENUE
CURVE DATA
NO.
D
R
L
T
O900001oo"
Lin.
Zoe
3/•42
20-00'
STREET PLAN GENERAL DOTES
1. All work shall be done In accordance with these plans and the City of
Fontana Public Works Department Standard Specifications dated 1975.
2. Construction permits shall be obtained fron the Fontana Public Works
Department prior to the start of any work, within the City Limits.
3. Whmhole frames and covers shall be constructed within 6" of finished
pavement grade by the sewer constractor and shall be raised to grade
at the completion of the paving by the Paving Contractor.
4. Adequate stakes shall be set by the Engineer, to enable the Contractor
to construct the work to the plan grades.
5. All pipelines or substructures of any Mnd and all telephone or power-
poles, watermeters, valves, hydrants, irrigation structures, etc. shoran
or not shown of this plan and located within areas to be improved and
interfering with construction, shall be velocated by others; it shall
be the Contractors responsibility to notify all agencies concerned
before construction begins.
6. °_;Fater valve covers shall be raised to grade by the Paving Contractor.
ESTT11TE OF, QUANTITIES
1.
1113.00
Lin.
FT.
2.
94.00
Lin.
Ft.
3.
76.00
Lin.
Ft.
4.
385.00
Sq.
Ft. (1
Ea. )
5.
6313-00
Sq.
Ft.
6.
192 39.00
Sq.
Ft.
( 241 Ton)
7.
3
Ea.
8.
LMT SM
9.
2327.00
Sq.
Ft.
(19 Ea.
10.
33.00
Lin
Ft.
(1 Ea . )
6" CURB 4 18" Gutter
6" CURB (AT CURB RETURNS)
PO.MVING CURB AND GUTTER
CROSS GUTTER
SIDEWALK( INCLUDING SIDEWALK PED. MIP),
)
ASHPALT CONCRETE PAVMAM,
RAISE MANHOLE COVERS TO GRAD$
EARTH WORK WITHIN RIGHT OF RAT
DRIVEWAY APPROACHES (EXCLUDING SIDEWALK)
STREET BARRICADE
BENCH MARK
B.M. NO. 470 P. K. NAIL SOUTH END OFTME S W. CURB RETURN
OFANASTASIA AVE AND TAMARMDAIE. EL- 124091'
ASSUMED ELEVATION FOR THESE PLAN • 100.00
EQUATION
ADD It40.91' TO Al.l:: Ek.EVATI4NS ifmTHESE - PLANS TO
EQUAL CITY DATUM...
CITY OF FCALIFORN IA
PUBLIC WORKS DEPARTMENT
DRAWN BY: STREET IMPROVEMENT PLANS SCA LE: »
G.M. H OR 12 : 1.► 40
CARL SIV. DONMOYE R & ASSOCIATES ESIGNED BJAPMOVED
TRACT N0.10510 VERT: =4'
CIVIL ENGINEERS LAND SURVEYORS GM'
626 W. ALOSTA AVE. GLENDORA, CALIF. 91740 {213)963 5710 CHECKED BANASTASIA AVENUE DATE:
A,*--:d Almla. JOS NOLLK41 _..,.� R NO. S HT. NO.
DENNIST. DONAHUE RE 215 7 CARL W. ONMOYER LS 3S8-706__ Ir '.ER A.C.E. IS 32 935 1 OF 2