HomeMy WebLinkAbout1499-1LOCATION MAP
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ONIONS
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GENERAL NOTES:
I.' THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
AL IfIfGC I III uiusr THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD ANrA
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS.
2., CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY
LIMITS. -
AC NO*
1365341,
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTED.
P f
_ - 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
JUITUPA A VENUS
f `
INDEX MAP
6CALf lb's /00'
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE
OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE
SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE
VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR
TO CONSTRUCTION.
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE
SITE. IT SHALL BE THE CONTRACTOR'S REPSONSIBILITY TO NOTIFY
THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE
STARTING WORK.
4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE _
JOINING, -CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION
TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY
CONFLICT OR DISCREPANCY SHALL BB BROUGHT TO THE ENGINEER'S
ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR
ACCEPTS FULL REPSONIBILITY FOR ANY COSTS OF RELOCATION OR
ADDITIONAL COSTS OF CONSTRUCTION.
S. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL '
LOCATION AILD ELEVATION IH THE FIELD.
6 . THE WALLS. AND PACES OF ALL EXCAVAT I ONS GREATER THAN FIVE (5 )
MA
CONSTRUCTION NOTES AND QUANTITY ESTIMATES FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING
OR OTHER E UIVALENT MEANS
NO.
ITEM
QUANTITY
UNIT
Tk 1310 53
TR. 13(e 53-1
O1
INSTALL STANDARD (MANHOLE PER CITY OF
5
Z
FONTANA STANDARD DETAIL 112.
EA.
20
INSTALL TERMINAL MANHOLE FOR Ct1L - DE- SAC PER CITY OF
FONTANA STANDARD DETAIL 114, CASE 111
EA.
Z
2
O3
INSTALL 8" VITRIFIED CLAY
PIPE PER CITY OF, FONTANA STANDARDS AND
930
U
44O
4 90
SPECIFICATIONS.
L.F.
4
O
INSTALL 4" SEWER LATERAL PER CITY OF
FONTANA STANDARD DETAIL 125.
17 q 0
L.F.
8�5
915
8� 4
5
o
INSTALL WATER TIGHT PLUG WITH TIGHTEN-
I NG BAND.
,� M _ I p
EA.
6o
INSTALL CONCRETE ENCASEMENT PER DETAIL THIS
SHEET.
L.F.
SYSTEM, SLOPING OF THE GROUND Q .
TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
MAY BE EXPECTED.
7. 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 SECTION 306-1.
1.6.
8. REFER TO CITY OF FONTANA. UNDERGROUND UTILITY LOCAT-tON
STANDARD DETAIL 129.
f. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT TU WORKS TO THE PLAN GRADES.
CONTRACTOR SHALL NOTIFY THE ENGINEER 48 -HOURS PRIOR TO THE
ANTICIPATED START OF CONSTRUCTION.
10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY
SURVEY MONUMENTS, STREET CENTERLINE MONUMENT§, OR BENCH
MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY
ARE SHOWN ON THE PLANS OR NOT:
ALL AfNftr LA TfI?,4L 3 TO ff fYr NDED ,5' Mi1%WO 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
MONT / W/°ff/ 7r UNE rJff DfMAE TN/S . 1 -If T) SHALL BE RAISED TO ('RADE BY PAVING CONTRACTOR AFTER `
�j (fXYNS/ON NOT INCILIVEV IN QUANT/TY) MOTES: COMPLETION OF PAVING.
' •
13. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2%
4" COUPLING 4" - 3 OF THE MANHOLES WILL MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY `
MIN. OD. MIN. BE ADDED TO EXISTING ENGINEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS r
ONE LAYER OF ISIb. BU1LDM MAINLINE. PER STD 125-A.
PAPER AS BOND BREAKER - REMOVALS OF EXISTING
AROUND PIPE & COUPLINGS. PER SHEET 4 ATTACHED. 14. TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE
,;a�, ,:'•r -_.. .. - f WITH A PLUG.
1 �r'�:• Y •-
P ..a. - . • `. jam_
PROVIDE FLEXIBLE JOINT: ' 15. CHRIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER
EXTERIOR TO 5 WITHIN .w.:s1E; LATERALS BY THE SEWER CONTRACTOR.
OF ENCASEMENT ENDS fid' �• t:
:i 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
��• >, s y.• r... se•.. -, T
HORIZONTAL LOCATION AND VERTICAL ELEVAT I ONS OF ALL UTILITY
CLASS I CONCRETE =''a ..:�•a•;t-!i: ; '�� CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER.
1
ANY DISCREPANCIES SHALL BE MADE IN WRITING 1'0 THE OWNER
�—
i .1. - - PRIOR TO CONSTRUCTION.
T 4 ' '
. '• T e a... sCOORDINATE CONSTRUCTION WITH ALL
�� • 17. THE CONTRACTOR(S) SHALL
' '�"•• CONCRETE ENCASEM ENT UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT lY0? LIMITED
•• • • � S•.•s--� � 10_.:
• s' �'" N.T. S. T0, GAS, TELEPHONB, ELECTRICAL, LIGHTING,
TELEVISION CABLE,
I fi ' e
LANDSCAPING I RR I GAT I ON , DOMESTIC WATER, RE & A I MED WATER,
SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS
��'.• •__ `� PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY:
�- `16
•
. , . • , . • � • _ - _ _ _ _ _ CITY OF FONTANA
8353 SIERRA AVENUE
_ ��• FONTANA, CALIFORNIA 82335
fi
X�7 TELEPHONE (714)350-7610
- -«-- si RC - CoSO . CALIF.A
.,.r �—' '�'' COMPANY -DISTRIBUTION FACILITIES
s ur --( �'�� S
'r l�R10N OF
Tao � �1..r
CTED NATIVE 6011. 570 4TH STREET, P.O. BOX 6226
i. Re_� s ter.. 1 Ax. SIZE E SAN BERNARD I NO , CALIFORNIA 92408
,. a
•T � � T COMPACTED TO 90. M. •
TELEPHONE (714)884-9411 OR (800)422-4133
•. � .... :. j �• •'rW.• _ CAL 1`P . GAS COIKPANY-TR�INSIKISS IOlM DEPARTMENT
. «•ia •�- _ .,, f _ 2191 BIRCH STREET
�•e1 r 'R IMAX SIZE SEL ECTED - " g. -f BREA CAL 10ORN IA 64311t,211
f' v C P BSER �'-�? MYE>R Mltlq .. .: �. .'- ,1 o NATIVE V E BE DD I N 0 •1' ". c ,
DETAIL' =• W t _ d TELEPHONE (714) 529-2889 OR (800) 422-4133
• -j'' IL COMPACTED TO 90%
�� NOTES' ♦ �`` E o ,>`. SOUTHERN CALIFORNIA EDISON COMPANY
1351 E. FRANCIS AVENUE, P.O. BOX 513
I, a Std. Deto� Nos. A, 1139 Ml for drop i �4 �' •; •• r . �,
unction details ane typKat ,Junction 3. + A� • ••+ :� ONTARIO, CALIFORNIA 92621
PLAN L _fccentric cont may k used is lieu of s TELEPHONE (714)947 -2996 -UNDERGROUND POWER
cOneentNe Con U.
\ 3 The lowest wnnb* Step shGA 3e placed � 1/4" TO 3/4" (714)875 -5100 -TRANSMISSION
'P ouc l!1ury .,j - -� less than K' Mr more than 24`above Shelf. CROCK BEDDING
�- �I p p (800)422 -4133 -PIPELINES, OR
EASEMENT 4 Tht upper manhole step shah be Laced
between the top of manhole and the
mana
hole cover frme and Shall project! GENERAL' TELEPHONE COMPANY
,��, 1104 more than • inside Iftwhoie. TYPrIMAL BEDDM FOR 8" VCP TYPICAL BEDDING FOR Be VCP 245 N. MOUNTAIN VIEW AVENUE
All jolnts steal be mortared.1 POMONA, CALIFORNIA 91766
3/d f S Iv• iron step or pla�tic 3tep3 10 OR DEEPER LESS THAN 10
s DEEP - TELEPHONE (213)357-2257 OR (800)422-4133
eAMN0 LINE per A TM A-82, A3Ttit - 475 , - -
ASTM Type M Grade 43738. N.T. S . N.T.S. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT_
.N 825 EAST THIRD STREET
MOVIOE NATER Tr HT These Record Drawings have been prepared based on information SAN BERNARDINO, CALIFORNIA 92408
Pu►aTIC PLUG STANDARD PRE -CAST MANHOLE submitted, in part, by Riverside Pipeline and COC Survey Systems. TELEPHONE (714)383-1665
PACIFIC TELEPHONE A TELEGRAPH COMPANY
W/ TIGHTENING /ANDS is believed to be reliable, Musser
PER CITY OF FONTANA STANDARDS While this informationEngineering Consultants, Inc. is not responsible for its accuracy 3073 ADAMS STREET
DETAIL 112 » « nor for errors or omissions which may have been incorporated into R I V ERS I DB , CALIFORNIA 92 504
AS BUILT y p TELEPHONE (714)359-2585 OR (844)422-4133
�'•vc.P RI'S[!1 C- .4v w,n these plans as a result .
• v.c r uTcsA�
�_ i
+POOv10t WATER TKiMT � ei!
�
PLASTIC •pus ��NCN MAR�f
QTrKOwMSt 01A[CTEO 6Y y Musser, Engineering Consultants Inc. CITY OF FONTANA , CALIFORNIA
W/TIGHTENING "MID$ MIN 2% HDPE 04LESS � /7
�NGIN[[R
i
SEWER u" RR sP/�E ON PP Nof7432Df 1615 N. $AN 0Ae� eL 8LV.�8) 1015-11162 PUBLIC WORKS DEPARTMENT
ELEVOION
5-
•-•...�.+ "•.� a •,
' - A7 T�lL` /A►TfRSECT/4N Of PASADENA, �"E3 f' • 1107 Drown by
�uRuPA ,,vENu� aNfl w � zK SOUTHRIDGE VILLAGE �'� 40
Approved ; O
\ 13653, I
SEWER LATERAL HOUSE CLEANOUT
MULBERRY AVENUE - - =7D�-z�"� A��Ig��A �Y TRACT N0, - tj��w
4e�� MU�!litA A c Q � t7a�, GM SFWFR IMPROVEMFNfi PI:- ANS
PSR CITY OF FONTANA STANDARDS DETAIL 125 ELEV. �Ie . 40 --
I Z 215 L �' ADDED NOTE _r. 4r�� - --_-_ - - - - - - --
N.T. S. _ Cho4kes ih► , I�w4 Nlt. 1
CITYsr CIVI%_ �� Apprewe
REV. DATE APO, DESCRIPTION DATE ��P ; , �nr wt IS•C. -Y• R — - -r - 14 F1