HomeMy WebLinkAbout1395C-5FEATHER
TO A SMOOTH
FINISHED
SURFACE
L-0
3, _[_ 4 4'
10.5'
EXIST. PVMT.
JOIN
87777
11 L
BASE LINE
SCHOOL
SITE
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MIL AVENUE
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V/CIN/ T Y MA P
NO SCAL E
13.5'
VARIES 0 18'TO 0.33'
VARIES
4%
12'
VARIES 0.121TO Q33'
. ,A" oFR F.T.
TYPICAL SECTION LOCUST AVE.
NO SCALE
CONTRACTOR AGREES WHAT HE SHALL, ASSUNkE SOLE AND COMPLETE
RESPONSIBILITY, FOR JOE SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE L I M I TED TO NORMAL WORKING KOU99; ANN THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE- OWNER AND THE ENGINEER 'HARMLESS
FROM ANY AND ALL LIABILIM REAL, OR ALLEGED-, IN CONNECTION WITH
THE PERF'ORMANOE OF WORK ON TH I $ PRO, 0C'rI i et CRPT I NG FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE 01INER GR THE ENGINEER.
STREET IMPROVEMENT PLANS
STREET IMPROVEMENT GENERAL NOTES
PINCH MARKT
C I TY_ QF 91 64T BB -14. #21 ON O.M.- C I: RCU I T . # l
1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PIANS AND
RR SPIKE ON SO, SIDE OF PP # 1153$25 E AT THE NE CORNER
THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT S'T'ANDARD
OF BASE LINE AND LOCUST AVENUE
SPECIFICATIONS DATED 1975 AND CURRENT ADDENDA.
ELEV.=1400.41
2.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC
CITY OF F„QNTANA__#Im=l
WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK.
PK NAIL IN TOP OF 90. CURB OF MILLER, 0.9' WEST OF
3.
ADEQUATE STAKES SHALL. BE SET BY THE ENGINEER TO ENABLE THE
SOUTHWEST CURB RETURN AT ALDER AND MILLER,
CONTRACTOR TO CONMUGT THE WORK TO THE PLAN GRADES.
ELEV. a 1360. 31 -
4'.
AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE
h NCH MARK EQUATION: SUBTRACT 0.10'FROM ELEVATIONS
CONTRACTOR.
SHOWN FOR CITY OF PONTANA BENCH
S.
ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE
OR POWER POLES, WATER METERS: VALVES, HYDRANTS, IRRIGATION
STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED
WITHIN AR$AS TO BE IMPROVED AND INTERFERING WITH
CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED
BASIS OF BEARING:
BEFORE CONSTRUCTION BEGINS.
BEING THE CENTERLINE OF LOCUST AVENUE SHOWN AS
6.
THE CONTRACTOR SHALT. BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY
N 0* 10' 38"W PER PARCEL MAP No. 8976 RECORDED APRIL. 5,
MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE
1985 OM BPPL 959 :',AGES 7 & 8
DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE
PLAN OR NOT.
UTILITIES
I FONTANA WATER COMPANY
8840 NUEVO AVENUE
FONTANA, CA 92335
822-2201
2. PACIFIC BELL (ANAHEIM ENG. DIV.)
3939 E. CORONADO STREET, 2nd FLOOR
ANAHEIM, CA 92807
(714) 999-5454
3. SOUTHERN CALIFORNIA EDISON CO.
300 N. PEPPER
RIALTO, CA 92376
820-5598 (SOUTHERN PART OF CITY)
820-5537 ( NORTHERN PART OF CITY)
4. SOUTHERN CALIFORNIA GAS CO.
1981 W. LUGONIA (P.O. BOX 3003 )
RED LANDS, CA. 92373
793-2686
5. FONTANA PUBLIC WORKS DEPARTMENT (SEWERS)
8353 SIERRA AVENUE
FONTANA, CA 92335
350-7610 (ENGINEERING)
350-7760 ( MAINTENANCE YARD)
6. GROUP W CABLE TV
8561 NUEVO
FONTANA , -CA 92335
350-9071
UNAUTHORIZED CHANCES & USES
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR,. OR LIABLE FOR, UNAUTHORIZED CHANCES TO OR USES
OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
ESTIMATE OF QUANTITIES:
640 L. F.
2925 S. F.
9..15 S. F.
3 E. A.
12 000 S. F.
10000 S. F.
3 E. A.
675 L. F.
5 E. A.
50 L. F.
8" CURB AND GUTTER
4" P.C.C. SIDEWALK `" 2
P. C. C. DRIVE APPROACH 3
DELINEATOR TYPE "F 10
3" A.C. PAVEMENT 7
3/4" MIN. A.C. PAVEMENT VAR. THICKNESS 8
SIDEWALK DRAIN
SAW -CUT 4
TREES 5
RED WOOD HEADER 9
CONSTRUCTION NOTES
Oi CONSTRUCT 8" P.C.C. CURB & GUTTER PER STD 101
CONSTRUCT 5' P.C.C. SIDEWALK PER STD 105A
OCONSTRUCT P.C.C. DRIVE APPROACH PER STD 102C
OSAW -CUT TO NEAT CLEAN EDGE
5 REMOVE ALL INTERFERING TREES (TYP)
ORELOCATE POWER POLE
CONSTRUCT 3" A.C. OVER COMPACTED NATIVE SOIL
O8 OVERLAY EXISTING A.C. PAVEMENT TO PROVIDE SMOOTH
STREET SECTION (3/4" THICK MIN.)
OINSTALL 8" A.C. BERM
10 INSTALL (3) PVM'T DELINEATOR PER CALTRANS STD's
TYPE "F"
I I INSTALL RECTANGULAR CAST IRON PIPE 4"x 14° (A-470) ALHAMBRA FOUNDRY CO.
12 REMOVE NECESSARY PORTION OF EXISTING CEMENT CONCRETE
CURB & GUTTER TO CONSTRUCT O & II
C5
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