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13 j GENERAL CONSTRUCTION OT
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1. ALL WORK -SHALL BE IN ACCORDANCE WITH THESE PLANS,
THE GiTY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS
i I 4 . I AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, GR EEN BOOK".
,, �,,,. � 0 � 0 5 I (" E ) ALL REFERENCE SPECIFICATIONS AND
1 f a `� �PUE rPU
STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED:
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXiST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
7
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PRECEDENCE PROVISIONS
- E IN THE GREEN BOOK", THE CONTRACTOR SHALL, IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER.. _
TYPICAL SECTIO TEAERRY COURT
FOR :RESOLUTION:
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NO SCALE
t 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
_-�-___-_--_-�_-_- T.1,=5.5
4. CONSTRUCTION PERMITS SHALL E OBTAINED FROM THE CITY
IST. C.B. - B 0 OF FONTANA COMMUNITY DEVELOPMENT DERARTMENT,ENGiNEERING
EX DIVISION PRIOR TO THE START OF ANY WORK: ` INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING :DAYS PRIOR
TO THE START OF ANY WORK 1N PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
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1 •��" 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES METHODS AND PROCEDURES DESCRIBED IN THE ST
,.---�'% -�-- --� E ATE.. OF
`"" - CALIFORNIA MANUAL OF TRAFFIC CONTROLS,LATEST NON RIC
1 � ' � _�. "'�- 1"`"""`^�- ENGINEER. MET EDITION,'UNLESS OTHERWISE DIRECTED BY THE CiTY TRAFFIC I
'. fes„ r / I
1 r- 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES DELINEATORS OR �OTHE
, R TRAFFIC CONTROL AT ,
W W
1 ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET ; OR GREATER IN
11 I� 1 Q DEPTH FROM THE CALIFORNIA STATE DMSION ..OF INDUSTRIAL SAFETY.
4.5''x` L 4.5�` ;
to ! 20 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5: FEET -tN DEPTH SHAt1 BE GUARDED til 2 O D BY SHORING, SLOPING
OF THE GROUND OR OTHER P S
2 �P ER AP ROVED MEAN PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF. INDUSTRIAL SAFETY OF THE
INDEXAP 1 VARIES SEE PR t
jk NO. 14027
OFILE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE.(5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND
u
1A.1B. 1 f /r' SCALE 1" =100' '_1 ' 2�Os * 1� _ t MOVEMENT. ( ,
2%
/ ._ .. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT- OF WAY WITHOUT OBTAINING A SPECIAL .`
N+ 1 :a � - .-- , , -.tom _.. •.... �. •� � -,,• : L PERMIT FOR THAT
PURPOSE,
/ /,� / 4O ® t • >' 10, THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION : AND ELEVATION OF ANY EXISTING UTILITIES,
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2% AND VARIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. AR ES, ,SEE PROFILE. CROSSFALL REVERSES NEAR. INTERSECTIONS � O. THE CONTRACTOR `SHALL CONTACT UNDERGROUND SERVICE.:
ALERTAT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. i
z TYPICAL SECTION TRILLIUMWAY
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS,
a
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEW€R, STORM
NO SCALE DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL : BE GiVEN TWO WORKING DAYS NOTICE PRIOR TO WORK
aAROUND THEIR FACILITIES.
a 3, cn 5' GRIND & REMOVE EXISTING T.L=6.5
a A.C. PAVEMENT AND OVERLAY 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION:'
.�,=, ->. �""`, , � ��' CONTRACTOR .SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND: WATER REQUIREMENTS.
0.1 MINIMUM W/NEW A.C. & SFALCOAT. �d � : ti� U t,l. �. L,a �
* MIN 4' CLEARANCE REQUIRED
AROUND ANY OBSTRUCTIONS 13. CURVE DATA REFERS TO THE FACE. OF CURB:
PAVEMENT REMOVAL AND 1�^ 3 II'U INCLUDING TREE WELLS, POWER
L 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
REPLACEMENT AREA POLES, FIRE HYDRANTS AND
a Iii ILII III! I i VIII-III ILL_ E .,,rr.. ,. ,f ,.;'
LEGEND - - - - .. .. , �,���,�.��z
- MAILBOXES. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CO T
NTRAC OR TO CONSTRUCT THE
UTILITY
p� C p�S WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION F BENCHMARKS TC TOP OF CURB SD STORM. DRAIN UTtLI i i 1r�Ttt'tL Tt�`1�1�7 _ 0 �tMARKS AND
FS - FINISHED SURFACE T u. ,r 177,
CONSTRUCTION CONTROL 'STAKING DURING CONSTRUCTION:
LF LINEAR FEET LAP JOIN i DE 1 AIL
" 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR
Ilk t SAFETY RESPONSIBILITY ,
FL FLOW LINE EA EACH NOT ,TO SCALE � r« NOTIFICATION TO THE CITY ENGINEER.
IGH POINT
�) -
HP H T CONTRACTOR AGREES THAT SF SQUARE FEET � _, ? �„ � THE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB' 17. REMOVAL AND REPLACEMENT F EXISTING SURVEY CONTROL, (�` � ENT 0 0 TROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS,
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 1 SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED
- PROPERTY LN
EC , NCLUDING SAFELY LAND SURVEYOR: SURVEY MONUMENTS THAT WILL BE DESTROYED AS:
PL PR LINE CY CUBIC YARDS
OF ALL PERSONS AND PROPERTY THAT A RESULT.' OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ON
A THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND E WEEK PRIOR TO
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN B S
NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT T M E E ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
: BVC BEGIN VERTICAL CURVE. R/W RIGHT OF -WAY
U H HE CONTRACTOR SMALL DEFEND, _
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM O ANY AND ALL LIABILITY,
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT .ALL TIMES. A MINIMUM 12 FOOT LANE
EVC - END VERTICAL CURVE. R RADIAL REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
t ) , iS PROJECT, SHALL BE MAINTAINED AT ALL TIMES iN THE CLOSURE AREA. FOR .RESIDENTS; AND EMERGENCY VEHICLES..
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
P1 POINT OF INTERSECTION MIN MiNIMUM
ENGINEEk.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE..MEANS-'OF DUST CONTROL, INCLUDING
CONSTRUCTION NOTES AND
L, ELIDING ADEQUATE WATERING, Al' ALL -
CL -- CENTERLINE MAX MAXIMUM
TIMES.
EXISTING UNDERGROUND STRUCTURES
BCR BEGIN CURB RETURN. AC ASPHALT CONCRETE 20. ALL GRADING OPERATIONS SHALL BE DISGONT{NUED WHEN SUSTAINED .WIND VELOCITIES EXCEED 25 MILES PER HOUR.
ESTIMATED QUANTITIES
i THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN
C RB R
:.ECR END U ETURN AB AGGREGATE. BASE 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED .MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR
THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE. TO THE BEST OF
PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION THESE WITHOUT PRIOR WRITTEN APPROVAL.
FG - FINISHED GRADE CON`C CONCRETE 1 CONSTRUCT 4" A.c. OVER 12" COMPACTED (95%) NATIVE SOIL 33,700 SF E PLANS. THE
O CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES (SEE GENERAL NOTE 31 & 32) SU ES TO .PROTECT THE UTILITIES 22. NO TRENCH BACKFILL A PLACE WITH f
SMALL TAKE LAE OUT PRIOR APPROVAL OF THE CITY INSPECTOR.:.
LP LOW POINT RCP REINFORCED CONCRETE PIPE SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS
1 I
2 CONSTRUCT CONCRETE CURB AND GUTTER 6" C.F. PER CITY ( RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 23. A GEOTECHNICALENGINEERRTi
F
SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO 'OBTAIN .THE REQUIRED ,DENSITY SHALL -REQUIRE
TG TOP 0 GRATE CMP CORRUGATED
MEAL RiPE OF FONTANA STANDARD DETAIL 1003), 1,830 LF THE CONTRACTOR SHALL CAL Di
L GALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. RE-WORKING OF THAT PORTION OF THE WORK UNTiL THE SPECIFIED DENSITY HAS BEEN OBTAINED..
INV INVERT NG NATURAL GROUND
3 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY
OF FONTANA STANDARD DETAIL 104 MODIFIED FOR W=8' 780 SF 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON
GRADE BREAK INSPECTION OF THE SITE, THE CiTY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING :OR' LEAVING:
GB CF CURB FACE
O CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND IMPROVEMENTS.
"�--- - DIRECTION OF FLOW TYP TYPICAL LOCATION PER PLAN & PER CITY STD. 1015. 5,740 SF
UTILITY AGENCIES
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND
8 - LOT OR PARCEL NO. PVC POLYVINYL CHLORIDE PIPE 5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA SHALL CONFORM TO THE CiTY OF FONTANA STANDARD DETAILS.
O STANDARD 1006. 4 EA
CITY OF FONTANA SAN BERNARDiNO COUNTY FLOOD ONTO DISTRICT
1396 PROPOSED CONTOUR ELEVATION 1 C L
INLET 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRI=i'E:
8353 SIERRA AVE 825 E. THIRD STREET
6 INSTALL STREET LIGHT 5800 LUMEN PER STD 1016 PER STREET LIGHT PLAN 8 EA
--q 39&- EXISTING CONTOUR ELEVATION EXISTING- SD FONTANA CA 92335 SAN BERNARDINO CA 92408 � '
27. THE SEWER CONTRACTOR SHALL. STAMP AN S" IN THE FACE OF THE 'CURB AT :THE LOCATION of THE SEWER LATERAL.
SEE STREET LIGHT PLAN FOR ADDITIONAL LIGHTS ON BEECH AVE. TELEPHONE (909) 350-7610 909 383-1665
DOUBLE COURSE OF SANDBAGS PROPOSED SD ( )
7 CONSTRUCT RESIDENTIAL DRIVEWAY PER CiTY OF FONTANA STANDARD 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
STREET .TREE
--� STREET LIGHT 102 FOR WIDTH SEE SCHEDULE SHEET 2 2 490 SF SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES PACIFIC TELEPHONE AND TELEGRAPH COMPANY
' ' 16231 VALLEY BLVD. 29. ALL UNDERGROUND UTILITIES SHALL. BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
3073 ADAMS STREET
" 255 LF FONTANA, CA 92335 RIVERSIDE, CA 92504
9 CONSTRUCT 24 RCP 2000-D 30. APPROVED SOIL STERiLANT IS REQUIRED UNDER ALL NEW ASPHALT P
O TELEPHONE (889-9711) OR (800) 422-4133 (714) 359-2585 OR (800)422-4133 Q L PAVEMENT PRIOR TO PLACEMENT.
10 CONSTRUCT CATCH BASiN PER APWA STD PLAN 300-2. LOCAL DEPRESSION PER
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL. OF THE CITY ENGINEER AS p FOR A E B" L.D. 2 EA -- FONTANA APWA STD PLAN 313 1, SEE LAN 0 CASE OR CAS SO,CALIF GAS COMPANY TRASMISSIOlV DEPARTMENT A A WATER COMPANY DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. -
11 CONSTRUCT CATCH BASIN PER APWA STD PLAN 305-2 1 EA BREA, CA 92621 8440 NUEVO AVENUE
TELEPHONE 909 529-2889 OR 800` 422-41
( ) ( ) 33 P.O. BOX 987 32: ACTUAL THICKNESS OF A..C, PAVEMENT AND OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE
1 L.S.
12 REMOVE EXISTING CURB RETURNS, ACCESS RAMPS AND SPANDRELS FONTANA, CA 92334 RECOMMENDED BY A `GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION: OF ROUGH
LETt
(909) 822-2201
GRADING.
13 REMOVE EXISTING STORM DRAIN INLET AND CONC APRON 1 L.S. SOUTHERN 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY TH
Q HERN CALIFORNIA EDISON COMPANY E PAVING
14 REMOVE EXISTING 24" RCP AND CMP INLETS. 1 L.S.
7951 REDWOOD AVENUE CONTRACTOR UPON COMPLETION OF PAVING.
FONTANA, CA 92336
34. UPON COMPLETION OF CONSTRUCTION, GENERAL TELEPHONE ST UCTION CONTRACTOR SHALL RESTORE ALL SIGNING STRIPING
_ E COMPANY , BARRICADES- AND OTHER' TRAFFIC. '
141ELMAN,15 SAWC AND REMOVE 3 FEET OF AC PAVEMENT ADJACENT TO EXISTING CROSS-GUTTER. 909 357-6231 SO. OF MERRILL
� 245 N. MOUNTAIN AVENUE CONTROL DEVICES TO THE SATISFACTION. OF THE CITY TRAFFIC ENGINEER..
REPLACE WITH 8" FULL DEPTH AC PAVEMENT AND PROVIDE LAP JOiNT PER DETAIL SHEET 1 _ 108 LF 909. 357-6223 NO. OF MERRILL) POMONA CA 91766
800- 422-4133 ,
35. CONTRACTOR SHALL RELOCATE AND OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION
16 CONSTRUCT CONCRETE COLLAR PER APWA STD PLAN 380-3 1 EA (213) 357 2257 OR (800)422 4133 /
TO THE SATISFACTION OF THE CiTY ENGINEER..
221 S GLASSELL ST ORANGE, CA 92866
36. AS-BUILT DRAWINGS SHALL PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD WHO SHALL PROVIDE
(714 744-9700 FAX 714 t 744--9312 RECORD
t ! DRAWINGS TO THE CITY ENGINEER. RECORD,,WHO
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