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8+00 9+00 10+00 PROFILE SCALE
SEWER GENERAL NOTES UTILITIES LOT NO. DESIGN STA. AS-BUILT STA. BACKFLOW PREVENTER MODIFIED WYE REMARKS
1 18+63 NO NO VERT: 1 i n = 4 ft
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CIT( OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD ELECTRICIT(: SO. CALIFORNIA EDISON CO.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST P.O. BOX 788
0 1' , 1 ii 3 2
3 8+93
8+93 YES
YES YES
YES HORZ•. 1 in = 40 ft
EDITION UNLESS OTHERWISE NOTED. 300 NORTH PEPPER STREET STA. 18+63
4 8+10 YES YES
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE RIALTO, CA 92376
EXIST. 8"WATER MAIN 1 5 7+86 YES YES
PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 909-820-5191
1 „.......1-1-1 6 7+92 YES YES
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. GAS: SO. CALIFORNA GAS CO. 7 8+03.5 YES YES
.0"
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION 16231 VALLEY BLVD.
! 0-- 8 8+36.5 YES YES
PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE FONTANA, CA 92335 i
Et I 9 8+88 YES . YES
I
START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 909-350-7610. 909-889-9711 I a 10 21+37 NO NO -1•••° -(t )-. 3 .--
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA TELEPHONE: PACIFIC TELEPHONE CO. I
MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 3939 CORONADO STREET SKYLAND COURT 1 .--
SCALE: .1"=40'
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. ANAHEIM, CA 92807
1
,
-
Ii
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE 962-999-5639 LOT 4 PAD = .,
28.0 ,
LOT 2
.
.
: .›
.
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. WATER: FONTANA WATER COMANY
PAD = 26.8 :
• oi 03
:
0
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND 16803 SPRING STREET •
•
.• .
,
: PAD = 28.5 •.
. .. , 0 0 20 0 50 0 110. o• co
I 0
OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. FONTANA, CA 92335
0 '
. .
•
..
-I I
. ..•
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 909-822-2201 - . ,!
, -J
. ,.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. : N I UNDERGROUND 0:....--OPPINIM i \
SERVICE ALERT
io. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY LOT 5 .
.' .
0>
•
14
IIP f I I) 2
1.46,
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PAD = 25.4
Aelfr "7.-----'-.....'-... ' .' .
. .' # I 26. 5 FL \- of Southern California
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING ®STA. 7+81.00 PROP. MANHOLE ..• '.7.-............ 1
, 1 1 0 Call: TOLL FREE
DAYS BEFORE EXCAVATION. ..• .
(-- STA. 9+95.00 PROP. MANHOLE=
0 1-800-422-4133
it THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, CABLE .•
, . ....
TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS.
C11)
•
.•."/ . _ i_ _ 697_
.--61 .02 FL I STA. 19+91.00 MALLORY DRIVE T4Y0 WORKING DAYS BEFORE YOU DIG
_
ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK.
I
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. PROR, 8"WATER \71. ----7 STA. 10+00.00 SKYLAND COURT=
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. ,..' - ' 7.1)8 FL STA. 20+00.00 MALLORY DRIVE
. FM KI'
.
.
...................... .
1 i t 12'
#
13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. •.
. ,'
.
!
.
.
.
14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN Ilk tot
:4 I I
EXIST
GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. Vtlist 1 1
15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO LOT 6 ,.... 41%14111100
I 1 E.P.
CITY ENGINEER. PAD = 26.5 .. •
0 I •"' I I
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r---
•- •----....-----N-----N\
.
.
, .
.
16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE .•
.•• ,
0 .
.•
. I I
I I SAN BERNARDINO AVENUE
BY A REGISTERED CIVIL ENGINEER OR LICENSED SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION .
.• .
SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS LOT 7
LOT 9 ._. I
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. PAD = 26.8 LOT 8 .,." c? ---. 1..1
17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 LANE SHALL BE MAINTAINED PAD = 28.8 •
.•
I 715'
,
9 •
AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. PAD = 26. ,
.;.
18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. ,.',
......„
I Lu
19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY I °i). I D
ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES 1 ci)
I
EXIST. 8" SEWER MAIN Z
LU
20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 1..0 ?...„
--- 1 D .4..
21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING 0 CONSTRUCT MANHOLE PER STD. NO. 112 OVER EXISTING VCP MAIN 1 EA 1 Z
Ill MALLORY DRIVE
OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
0
0 INSTALL 8" EXTRA STRENGTH VCP SEWER PIPE 210 LF LOT 10 C)' >_,,,
-......
22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
STA. 21+37
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CI CONSTRUCT MANHOLE PER STD. NO. 112 1 EA „,,,::::,,,,,,,:,,:n
23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. _
24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY ® CONSTRUCT 4"SEWER LATERAL PER STD. NO. 125 10 EA 0 3?'1 30'---i
ct
Ill
NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 0 SAW CUT EXISTING AC PAVEMENT 100 LF
co TRACT 16221 a
z
25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (VCP) EXTRA STRENGTH
CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR VCP. ® REMOVE & REPLACE EXISTING AC PAVEMENT PER STD. NO. 131 150 SF ft
I- LLI
f
26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 0 0
27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
Ai,-i ,PFESsicli,
28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS ,ic) e. Ro .Y4.( NTS
A/4/ CONTRACTOR NOTICE:
CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 6_qs ‘9
-se se <(‘ i' ENGINEER NOTICE:
29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. .....,N-4-
..c2 'K.1 , 0..,0 i NO FIELD CHANGES
, P• ---- \T / NO PLAN REVISIONS
ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER
30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY ii/ ,- ri - lt. . , •
,
er ,:r.0 'o.IV 7 ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER VALLEY BLVD.
EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE 33
WHERE FIELD CONDITIONS NECESSITATE A DEVIATION FROM OR MODIFICATION
AFTER SIGNATURE BY THE CITY ENGINEER, ANY CHANGES, DESIGN
UTILITY EASEMENT. 4*. 3/3//0/ *
TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED
REVISIONS OR'AS-BUILT' REVISIONS TO THIS PLAN MUST BE SUBMITTED
31. THE SEWER CONTRACTOR SHALL STAMP AN 'S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. (PA TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL VICINITY MAP
\-sz,:‘,.: Civity AND APPROVED BY THE CITY ENGINEER PRIOR TO ANY MODIFICATIONS OF
32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 9' SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN
AND ALL AFFECTED AGENCIES IMMEDIATELY. APPROVAL PRIOR TO RESUMPTION OF CONSTRUCTION. ORIGINALS.4.7.____:.Or cAt.1f°
33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. :
36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON CITY OF FONTANA., CALIFORNIA
COMPLETION OF PAVING.
. Prepared Under The Supervision Of SHOULD CONSTRUCTION OF THE REQUIRED JERRY RONNEBECK, ENGINEERING ,
.i74,0_1,-F, ;:,,,rsk),-„:7x
37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL IMPROVEMENTS NOT COMMENCE WITHIN TWO -<-5), 'c:. ROAN.. .:7
7114":''.-\5)P,11"0:428531rrr163-A West Bonita Avenue SEWER IMPROVEMENT PLANS
San Dimas, CA 91773
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
38. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE YEARS OF THE DATE OF APPROVAL SHOWN HEREON
t,,,r.. Zu 909-599-3253, 909-599-2572 fax DRAWN BY: SKYLAND COURT SCALE:
1 "=40'
CITY ENGINEER. AND CARRIED FORTI-I IN A DII_IGENT MANNER, THE Do RONNEBECK.COM JERRY -
„
t FROM MALLORY/DRIVE SOUTH 200'
-,,,t* DESIGNED BY: DATE:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
' ,.\ tr
44. ,/------ TR A . ' 1 0 ' 21 MAY 2004'Al
dok ....... .''''' d_.../.„,,,d.,„.......4 G G.c.¢
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I D Ai47 PLANS TO BRING THEM INTO CONFORMANCE WITH , -9,1, CAM d / JERRY
k' a • ON
Gerald E. Ronnebeck Date i DRAWING NO.: 1
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. RCE 42853 (Exp. 3-31-06)
CITY ('--''. .' i _d .„,at...Atrifab.-
CITY NGI I ' dZ DATE: ..-R.C.E. , 90
51 15 3 6 1 9
1