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IUCS]IFANA , CAUll CUSIA
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13
CONSTRUCT VERTICAL 18'1 CMP. WITH TYPE OMPI
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INDEX MAP
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-12" COMPACTEP -'i-' = � � TC = 4• -f- 0.0-7 '
NATJvE SOIL.._ 1 0,--'3
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TYPICAL. STREET SECT�(ON (6 CF)
<0'
003' 023,
i2` CoA4A344'i
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G'Q'/CB�c•�C/11F,�
ig-0.47'
T'I. a 5.5
TYPICAL STREET SECTION (6"CF)
TRACT N0. 14682
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-SEE SHT. NO. 6FOR
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STORM DRAIN E
STORM DRAIN QUANTITY ESTIMATES
R/W
IMPROVE MEN T S
1
R/ W
GENERAL, CONSTRUCTION NOTES:
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THESE PIANS ANO TO THE REQUIREMENTS OF THE CITY STANDARD
SPEC I F I CAT I ONS, AND INE STAN OARIP 9�'EG(FI CAT10 N FOf2 PUBLIC
WORKS C,00TRUCYTOW (CGKE.EN 80Ok) LATEST RI`V151ON S.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY
LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET.
4. CURB DATA REFERS TO THE FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN
AFTER COMPLETION OF ROUGH GRADING.
7, ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
8. EXISTING UNDERGROUND UTILITIES ARE AS A PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL
EACH UTILITY PRIOR TO ANY WORK.
9. ALL M MHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER
COMPLETION OF PAVING.
10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW
FINISHED GRADE BY NATER CONTRACTOR AND SHALL BE RAISED TO
GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
I� li ., ,,, , =' iti ' �• •� • � � s1oEwA� K 6 It REFER TO CITY OF FONTANA, UNOERGFi0UN0 UTILITY LOCATION
stoE wAt_� ,L , ' ;}; STANDARD DETAIL 129
o6 , r_
( ) A C PAVEMENT 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
o4 CUr 9 • GUTTER ,�5%to ( 8" CURS 8 GUTTER UT I L I T IES AND OTHER IMRPOVEMENTS INCLUD196. BUT NOT ;LIMITED
T C E• 0.20' 12 C OMPA C T E b 3 T C• 0.20' TO GAS, TELEPHONE, ELECTRICAL. LIGHTING, TELEVISION,."CABLE,
F L= E 0.41 1 NATIVE SOIL FL E 0.4-11 LANDSCAPING, LANDSCAPING I RR I GAT I ON, DOMESTIC WATER,
-T- 1. , 5. RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL
SYSTEMS. ETC.
TYPICAL STREET S E C T I DIV (8"CF) 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
400
N r s ENGGIWI�EIZ OF 9ECORP. REC091? DRAWINGS SHALL 8E PROVIPSD 'TDTHE
N0.
ITEM
QUANTITY
UNIT
15
INSTALL 30�R.C.P. CLASS IV.
513
LF
16
INSTALL 18�R.C.P. CLASS IV.
13
LF.
CONSTRUCT VERTICAL 18'1 CMP. WITH TYPE OMPI
17
INLET WITH STEEL COVER PER CALTRANS STD.
2.5
LF.
OCONSTRUCT
DWG. D-75. ( SEE SHT. NO. 6 FOR DETAILS)
18
CONSTRUCT C.B. NO.3 PER LA.C.FC.D• STD. DWG, 2-D163
L.F
5A
W=7 V=4.5 WITH LOCAL QEP PER L.A.C.F.C.D.
I
EA.
STD. DWG. 2-D88 CASE CRESSION
19
CONSTRUCT M.H. NO. I PER L.A.C. F. C.D. STD. DWG. 2-D102
I
EA.
®
CONST. CONCRETE COLLAR PER. L.A.C.F.C.D. STD. DWG. 2-D393
I
EA.
PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY- AND
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY, A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE
NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES
TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR
STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE
FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR
STRUCTURES.
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
N4.
ITEM
QUANTITY
UIiMT
1
95°1v
C0ONSTRUCT ___4`' _ A . C OVER CUMPACTED
NATIVE SOIL e;,49�5 "ty'9E+ Co)
781927
S . F•
CONSTRUCT CONCRETE CURET AND MUTTER (6"C.F.
PER CITY OF FONTANA STANDARD 1)ETA I L 10 1)
A128
L • F,
OCONSTRUCT
CONCRETE CURES AND GUTTER (8 "C . F .
PER CITY OF FONTANA STANDARD DETAIL 101).
L.F
5A
CONSTRUCT C9055 GUTTER. W. 9FANdR.EL PER L -A -C -12.? -,W
933
S.F
STAN PARD. PLAN 1110 - 0-
�5
CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL
PER CITY OR FONTANA STANDARD DETAIL 104.
924
S.F.
QCONSTRUCT
4" THICK CONCRETE SIDEWALK WIDTH
AND LOCATION PER PLAN. 4`P59 GIN 9TD 105A
17,216
S.F.
(�
CONSTRUCT RAMPED CURB RETURN PER CITY OF
v
FONTANA STANDARD 104-A.
8
EA.
INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE
O
SODIUM LAMPS. C09RA HEADS W/CUT OF LENSE LIGHT
•
10
EA,
FIXTURE ON OR NAMENTAL POLE WITH G FEET kloksT AK m
TES 25 FE6'>l 'FK614 5PACING 125 PEEr MIN. 7b ?Zg mer
CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA
II
STANDARD 102 W=16' TO BE FIELD LOCATED.
64
EA.
1�
IN57ALL 5ToF 51GN g, STOr gog ( ►3Y GiTY For. CES)
2
EA•
CONSTRUCT UNDER SIDEWALK PRAIKI PE12 CITY (3TC). I�-
FlEl2 W LTH A 3' x ." CURD FACE OPEnI NG •
2
EAM00;
STORM DRAIN CONSTRUCTION Nth I -E
X5�' e.$:r' = �.'�d541tA' iitl.ShcgC.: �'3.� ...�.L... �_�.�.J.:_. • .yam._ _.1._i. �i-..l^� �1't ..ac-_'a.�z-.'�_ .. _ ..= =:- _' _ '.-__ ..._:. i
WHEN ENGINEER CALLS FOR THICKENING THE INVERT 01- THE PIPE,
THIS SHALL BE ACCOMPLISHED BY THE FOLIl:)WING MANNER.
THE SOFFIT SHALL BE INCREASED BY PLACING A BLANKET Of CONCRETE
OF THE EXTRA REQUIRED THICKNESS INMEOIAt"ELY FOLLOWING THE PIP[:
MACHINE PLACEMENT AND BENEATH THE POLYETHYLENE SHEET,
THE INVERT THICKENING WI4L BE OBTAINED BY OVEREXCAVArING THF
TRENCH AND 'I --I
-- UPS THE PIPE MAC, IINE MANDREL BY THE
EXTRA REQUIRED THICKNESS,
• MOTE TRANSITION DOES NOT CHANGE TYPICAL STREET SECTION
REMAINS PER STANDARD SHOWN ABOVE (F . L .• �- 0 .4 7)
GRADE BRAKE OCCURS ON CURB PROFILE ONLY.
Ct r FoNTANA .
14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM
WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON.
15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT :
SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT
TO THE OWNER'S REPRESENTATIVE.
16. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT.
., 17. NO CONCRETE SHALL BE PLACED UNTIL THE FOAMS AND REINFORCING
A1 LT
STEEL HAS BEEN PLACED, INSPECTED AND APPROVED.
Bp 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE
pate;,,i (5) FEET IN DEPTH SHALL -BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
MAY BE EXPECTED,
19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SECT ION 306-1. 1.6.
,.P
ILT
20.`NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
,.=BUOF THE CITY'S INSPECTOR.
AS. -
2 ACTUAL PAVEMENT.THICKNESS TO BE DETERMINED BY SOIL ENGINEER
AFTER COMPLETION OF ROUGH GRADING.
- �- 22. ADEQUATE STAKES SHALL BE -SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
23. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO
WORKING AROUND THEIR FACILITIES.
24. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER.
25. BACKFILL MATERIALS TO HAVE A S. E. OF 30 (MIN) AND MIN.
COMPACTION OF 90%.
26. THE CONTRACTOR IS REQUIRED TO HAVE A FULL. SET OF
L. A. C. F. C. STANDARDS ON SITE AT ALL TIMES PRIOR TO
U - l LI TY NOTIFICATIONS: STORM DRAIN CONTRUCT I ON. .
27. PRIOR TO CONSTRUCTION OF NATER SEWER ANO OA STOAIM•z"OAAIN
WATER. SAN GABRI(-- VALLEY WATER COMPANY � _• ._ - _,i:�_
11142 GARVEY AVENUE LINES THE CONTRACTOR SHALL EXPOSE THE EX I ST I NG�,,,WATEA
EL MONTE, CA 91734 SEWER ANO/ OR STORM DAA I N L I NES WHERE CONNECT I ONS-
(818) 448---6183 OCCUR AND VERIFY THEIR ELEVATION AND LOCATION APPROVAL
BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO'A`-� �:-,".,.
sE W>nR: CITY OF FONTANA 923CITY FACILITY DOES NOT IMPLY APPROVAL OF THE COMECTNE55
FONTANA, CA 92,33
6353 SIERRAAVENUE.8 OF THE ELEVATION AND/OR LOCATION AS SHOWN ON PLANS.
(909) 350-7640 28. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A
SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED
DOWER; SOUTHERN CALIFORNIA EDISON COMPANY' TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS
7951 REDWOOD AVENUE ENGINEER.
FONTANA, CA 92336
9 357-6231 (NO of ME:RR
29.MALL EXPOSED METAL SURFACES SHALL BE GALVANIZED ZED I N
357-�62?3 (NO. OF MCRRI L)
LL)
ACCORDANCE WITH THE CITY STANDARD SPECIFICATION.
GAS: SOUTHERN CALIFORNIA GAS COMPANY
16231 VALLEY BOULEVARD
FON-rANA, CA 92335 PRIVATE ENGINEER'S NOTE
ATIN: LOU WESTFALL"'
t is .. l�rj9;� �..
(909) 889--9711 :
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR
SOUTHERN CALIFORNIA GAS COMPANY ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON.
TRANSMISSION DIVISION IN THE EVENT OF DISCREPANCIES ARISING MING CONSTRUCTION,
2191 E. BIRCH STREET THE PA I VATE ENG I NEER SHALL BE RESPONS I BLE FOR DETERMINING AN
OREA, CA 92621 ACjjfLE SOLUTION AND REVISING THE PLANS FOA APPROVAL BY
(714) 529--2889 TI{.