HomeMy WebLinkAbout2373-1GENERAL NOTES
� FOR P�UBL/CyDYORKS CONSTRUCT/ON R�REEN 900W""ANDHEN%7Y OF FON�N�PUBL/C/WORKS DEPT. SE WER IMFR D VEMEN l PLAN S
ST,4NOARD SPEC/F/C.4T/ONS ALL /N EFFECT AS OF THE APPROVAL GATE OF THESE PLANS.
Z PR/OR TOT STARTEO�/ANYyWORK GY/TH/N /THE 011-r L/M/TS6D Ic-ROIV TAN•4 PUBL/C GYORKS DEPARTMENT TRA
�T�Oi{��O�- 1115701 3 STAT//7N/N/,' REFERS Tll TNF /.'ENTER//NF /JF .STREETS FX/.'FPT GUHFRF /JTHFRGY/SF N�JTF /
4
CURB DATA REFERS TO THE FACE OF THE CURB.
3/4" (' PASS/NG)
5.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR, AND F/N/SH TO ALL
2Q--
INSTALL 10" !/. C. P, PER C/TY OF
ADJO/N/NG CURBS AND S/OEGYALf'S.
30-60
6.
PAt/EMENT SECT/ONS 5110911V ARE M/N/MUM AND SUBJECT TO 11?Z_Y1510N AND APPROVL OF THE
Q)
INSTALL 48" P14 E -CAST MANh'OLE PER C/TY OF
C/TY AS REQU/RED BY 501Z TEST TAAEN AFTER COMPLETION OF ROUGE/ 01?AD/NG.
CHECKED BY
FONTANA STD. DETA/L No. 112 ............................. . ................
15 EA
�--
7.
ALL UNDERGROUND WORT( SHALL BE COMPLETED PRIOR TD PA!//NG OF STREETS.
5
TO EX/ST/NG V. C. PSTUB.........................................................
1 EA
8.
EX/ST/NG UNDERGROUND UTILITIES ARE AS PER AI/A/LABLE RECORDS THE CONTRACTOR 511All
FONTANA STD. z9ETAIZ No. 125 ......................... (2655 L F)
114 EA
BE RESPONS/BLE FOR !/ER/FY/NG 711, -r -ACTUAL L OCAT/ON AND ELEVAT/ON /N THE FIELD.
CONSTRUCT 8" CLEANOUT PER C/TY OF
9.
THE WALLS AND FACES OF ALL EXCAVAT/ONS Gf?EATER THAN F/t/E (5) FEET /N DEPTH 511AZL BE
7Q -
INSTALL SEWER CLEANOUT BOX PER FONTANA STD,
EFFECT/1/EL Y GUARDED 91v,4 Sh'OR/NG SYSTEtii, SL OP/NG OF THE GROUND, OR OTHER
125,6 (/N LANDSCAPE AREAS)
Z-000ALENT MEANS. TRENCHES ZESS THAN 1-70F (5) FEET /N DEPTH SHALL ALSO BE GUARDED
GY/IEN EXAM/NAT/ON INDICATES HAZARDOUS GROUND MOl/EMENT MAY 9,,C -
E10.
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THE CONTRACTORS) SHALL OBTA/N A PERM/T TO PERFORM EXCA!/AT/ON OR TRENCH Gl/ORk' AS
DESCR/BED /N NOTE 9 ABDUE FROM CAL/FORN/A STATE Olt//S/ON OF INDUSTR/AL SAFETY. SEE
STANDARD SPEC/F/CAT/ONS FOR PUBLIC GyDR/fS CONSTRUCT/ON SECT/ON .306 A 1, 6.
11.
ALL MANHOLE FRAMES AND CODERS SHALL BE CONSTRUCTED SIX (6) INCHES BELOW F/N/SHED
I
GRADE BY SEGYER CONTRACTOR AND SHALL BE RA/SED TO GRADE BY PAINING CONTRACTOR
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%,
AFTER COMPLET/ON OF PAV11VG.
12.
REFER TO CITY OF FONTANA, UNDERGROUND UT/L/TY L OCA 71_0N STANDARD DETA/L 129.
43
13.
THE CONTRACTOTr(S) SHALL COORD/NATE CONSTRUCTION GYNTH ALL UT/L/T/ES AND OTHER
'
/MPROtNEMENTS INCL UD/NG, BUT NOT LIMITED TO, GAS, TELEPHONE ELECTR/CAL, LIGHTING,
1,6Z,6911510N CABLE LANDSCAPING, LANDSCAP/NG IRRIGAT/ON, DOMESTIC WATER, RECLAIMED
4 f
81ATEh; SEGYER, STORM L9RA/NAGE, FL ODO CONTROL SYSTEMS, ETC.
`
14.
WATER 0AL INE COWERS SHALL BE RA/SED TO GRADE BY THE PAINING CONTRACTORi'
W
15.
THE- CONTRACTOR SHALL SUBMIT ALL AS -801L T INFORMATION TO THE ZMOM,ER OF RECORD, THE ENGINEER
5 W
WILL REI/1SE RECORD DRAWINGS AS REQU/RED AND W/LL SUBMIT THEM TO THE- C11 -Y FOR APPROVL BEFORE
'
FINAL CITY ACCEPTANCE OF THE IMPI,'OVEMENT,
16.
L OCAT/ON OF ORIO/ __WAY APPROACH APRONS WILL BE DETERM/NEO AT THE
' , H.
T/ME OF CONSTRUCT/ON AND SHALL CONFORM GYNTH THE C/TY OF FONTANA 57AN0AR0 DETA/LS.
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17.
ALL E/GHT (9,)/NCH SEGYER CROSS/NGS SHALL BE INSTALLED AS SHOGYN ON THE SE -DYER
e
/MPRD!/EMENT PLANS FOR TH/S PROJECT.
18.
ADEQUATE STAI(ES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR TO
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CONSTRUCT THE WORA'S TO THE PLAN GRADES.4
19.
ALL TRAFFIC CONTROL SHALL BE MAINTAINED PURSUANT TO STATE REQU/R'6YENTS AND C/TY ORDINANCE 997.
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NONCONFORMANCE- WILL BE SUBJECT TO PENAL T/ES AND FINES AS REQUIRED BY ORDINANCE 997.
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I
20.
CONTOURS SHOWN BASED ON THE PLANS REPRESENT CONDITION5 PRIOR TD GRAD/NG. REFER TO
49.z
,
GRAD/NG PLANS FOR FIN/SH AND ROADGYAY SUBGRADES.
21.
PERMITS 5H14ZZ BE OBTA/NFD FROM THE C/TY OF FONTANA PRIOR TO ANY
�•
CONSTRUCTION ON THIS PROJECT.
50
22.
ALL PIPE LINES OR SUBSTRUCTURES OF ANY 1fIN0, AND TELEPHONE OR POWER POLES, GYATER
TSNTHE TL/S
EMMETERS, NALOES, HYDRAN, ETC, S/WNROSYSPL11
51
OF TH/S OEVEL OPMENT OR /N AO✓AGENT AREAS GYHERE /MPRO!/EMENT GYDRIf /S TD BE DONE
SHALL BE REMOtNEO OR RELOCATED AT NO COST TO THE C/TY OF FONTANA
/T SHALL BE THE OWNER'S RESPONS/B/L/TY TO NOT/FY All AGENCIES CONCERNED.
2�3:
AT THE COMPL ETIDN OF ROUGH GRADING, A MATER/ALS REPORT AND THE PROPOSED
STRUCTURAL SECTION 511All BE SUBMITTED BY THE TRACT ENG/NEER TD THE C/TY OF FONTANA
ENG/NEER/NG DEPARTMENT FOR RE!//EW ANO I-VAL UAT/ON APPROIL ly/LL BE
610EN GYHEN ALL STRUCTURAL SECT/ON REQUIREMENTS HAVZ_ BEEN MET.
24,
COMPACTION TESTS OF EEMBAN/fMENT CONSTRUCTION, TRENCH 27ACI1"f7LL, COMPACTING ORIGINAL
GROUND, AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE C/TY OF FONTANA.
A GYR/TTEN REPORT GY/TH THESE COMPACT/ON TESTS SHALL BE SUBMITTED TO THE C/TY OF FONTANA
FOR APPROVL PR/OR TD PLACEMENT OF BASE MATER/ALS ANO/OR SURFACING
25.
AT THE CDMPLET/ON OF PAINING A MATER/ALS REPORT SHALL BE SUBM/TIED TO THE
ENGINEER OF THE C/TY OF FONTANA L/STING ALL TESTS
OR DETERM/NAT/DNS COMPLETED TO 1/ER/FY
UT1L /TY PU/ i?VEYD/ 1?S
A) R -VALUE, S/E!/E ANAL YS/S AND SAND EQUIVALENT OR AGGREGATE BASES.
B) STAB/LITY, D/L CONTENT, AND S/EYE ANAL YS/S OF ASPHAL T SURFACING.
FONTANA WATER COMPANY
16803 SPRING ST., F0NTANA
26.
ALL INSPECT/ONS 511All BE REQUESTED THROUGH THE C/TY OF FONTANA ENGINEER/NG DIOIS/ON
AT LEAST 24 HOURS PRIOR TD THE START OF ANY GYDR/( (909) 350-7510
CONTACT: A L K R 0 H N
PHONE: (909) 822-2201
27.
EXIST/NG 41AN110ZZS 14/H/CH ARE TD BE AD,/USTED TD A NEGY GRADE SHALL BE DONE
GY/TH MATER/ALS S/M/LAR /N QUALITY TO THOSE /N THE OR/G/NAL STRUCTURE. THE CONTRACTOR AIAY
PACIFIC BELL TELEPHONE
RAISE MANHOLES TD GRADE PRIOR TD PAINING BY THE USE OF METAL RINCS GYHICH MEET GYNTH
3073 ADAMS S T .
THE APPROVAL OF THE C/TY ENG/NEEf?
RIVERSIDE, CA. 92504
28.
THE CONTRACTOR 511All NOT O/STURB ANY EX1ST/NG SURt/EY MONUMENTS (INCLUDING MONUMENT T/ES,) OR
CONTACT: T H 0 M T 0 R K
BENCHMARf'S, NOTED IN THE SPECIF/CAT/ONS, THE CITY ENG/NEER 511All /MMED/ATFL Y NOTIFIED IN THE EkfNT
(9 0 9) 359-2535
ANY MONUMENTS (/NCL UD/NG MONUMENT T/ES) OR 6,6_NC11k1ARA-5 ARE DISTURBED DUE TO THE CONTRACTOR'S OPERAT/ON
THE CONTRACTOR SHALL ASSUME FULL RESPONS/B/L/TY FOR PAYMENT OF SERI//CES NECESSARY TD RE-ESTABL/SH
DISTURBED MONUMENTS PURSUANT TD THE "PROFESSIONAL ENG1NZTR'S ACT .
SOUTHERN CALIF0RNIA E D i S 0 N CO.
7951 REDWOOD AVE.
FONTANA, CA. 92336
CONTACT: FRAN STEWART
(909) 357-6223
PRIVATE ENOINEEiP'S NOT/CE TD CONTI?AOMR..'
SOUTHERN CALIFORNIA GAS CO.
P.O. B 0 X 3003
A
ALL UNDEfi G/,'DUND UT/L/T/ES OR 51R_ UCTURES REPORTED BY THE- ObYNE_i`r' OR OTHEfi'S, AND
R E D LA N D S, CA. 92373-0306
THOSE SHOGYN ON THE RECORDS EXAMINED, ,ARE SH014IN 01111-1THEIf� APPROX/M,ATE LOCATION
AND EXTENT.
CONTACT: DENNIS FREEMAN
2.
/T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERM/NE THE NATURE OF EX/ST/NG
CITY OF FONTANA ENG. SERVICES
GROUND AND/OR/7/-/ E FIN/SHED CRADE /N THE VICINITY OF Tf-IE PROPOSED CONSTRUCT/ON AR6A
(SEWER AND STORM DRAIN)
/MMED/ATFL Y PR/OFA TD CONSTRUCTION,
8353 SIERRA AVE.
3,
THE CONTRACTOR IS REQU/R,629 TO TAA'F DUE PRECAUTIONARY MEASURES TO PROTECT THE
FONTANA, CA. 92335
UT/L/T%ES OR STRUCTURES FOUND AT THE S/TE. IT SHALL BE THE CONTRACTOR'S RESPONS/B/L/TY
CONTACT: PR0JECT MANAGER
TO NOT/FY THE OGYNERS OF THE UT/LIT/ES OR STRUCTURES CONCERNED BEFORE STARTING
(9 0 9) 350-7610
WORIf
COMCAST CABLE
4
THE CONTRACTOR SHALL UNCOt/ER ALL UT/L/T/ES THAT HE MAY BE JD/N/NG; CROSS/NG; OR
1205 D U P 0 N T AVE .
PARALLELING PRIOR TO ANY CONSTRUCT/ON TO t/EfF/FY BOTH HORIZONTAL AND t/ERT/CAL
L OCAT/ONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENG/NEER'S
ONTARIO, CA. 91761
A/_ ENT/ON PR/OR TO CONSTRUCTION, OT11LcR_ Y/SE THE CONTRACTOR ACCEPTS FULL
CONTACT: PAUL C Y R
RESPONS/BIL/TY FOR ANY COSTS OF REL OCA // OR ADD/T/ONAL COSTS OF CONSTRUCT/ON.
(9 0 9) 390-4738
I Underground Service Alert
Call: TOLL FREE
1-800
422--4133
TWO WORKING DAYS BEFORE YOU DIG
BASIS OF BEARINGS
THE CENTERL/NE OF PHILADELPHIA 57REE7
(FORMERL Y CALLED RIIERSIDE OR, do £AST
COUNTY LINE PER TRACT 12249
M/B/ 167/29-49, BEAR/NG BE/NG.•
N 8922 23" W
BENCHMARK
0 40 A0 200 400
20 60 100 300
SCAZZ. ADO
I } ,
7 _. K
� s
L VARIES
-2G!---
17.5'
0'17.5'
15'
IR.
5Z_41ZR SPEC/F/C NOTES
A ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE STANDARD SPEC/FICATIONS
FOR PUBLIC WORKS CONSTRUCTION "GREEN BOOK, " AND THE CITY OF FONTANA PUBLIC WORKS
DEPARTMENT STANDARD SPECIFICAT/ONS, ALL IN EFFECT AS OF THE APPROt/AL DATE OF THESE
PLANS.
2, ALL INSPECTIONS SHALL 8E REQUESTED THROUGH THE C/lY OF FONTANA 6NCIMEERINO VIV15ION
Al- LEAST 24 HOURS PRIOR TO THE START OF ANY WORK, ('909) 350-7610.
..3. ALL ELEi14110NS OF EXISTING SEWER UTIL/7Y INOERTS WHERE CONNECT/ONS WILL OCCUR SHALL
BE t/ERIFIED 8Y THE CONTRACTOR PRIOR TO THE START OF ANY WORI(. THE CITY ENG/NEER
SHALL BE NOT/FIEO OF ANY OEI/!AT/ONS LMMEO/ATFL Y.
4 THE CONTRACTOR SHALL SUBMIT AL L AS -BUIL T INFORMATION TO ENGINEER OF RECORD. THE
ENGINEER OF RECORD WILL REI//SE RECORD DRAWINGS AS REQUIRED AND W/LL SUBM/T THEM
TO C/7Y FOR APPR004Z BEFORE FINAL CITY ACCEPTANCE OF THE IMPR00EMENT.
5 CONSTRUCTION PERMITS S11All BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT
PR/OR TO THE START OF 010RK WITH/N THE CITY LIMITS.
6. ADEQUATE STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR TO
CONSTRUCT THE WORK TO THE PLAN GRADES.
7. ALL P/PEL/NES OR SUBSTRUCTURES OF ANY K/ND AND ALL TELEPHONE OR POWER POLES, WATER
LINES, METERS, OAL I/ES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON
THE PLANS AND L OCATEO WITHIN AREAS TO BE /MPROV,�D AND /NTERFER/NG W/TH
CONSTRUCTION, SHALL BE RELOCATED BY OTHERS, IT SHALL BE THE CONTRACTORS
fi'ESPONS/8/L/7Y TO NOT/FY ALL AGENC/ES CONCERNED PR/OR TO CONSTRUCT/ON.
8. ENGINEER SHALL CHECK OUT ORIGINAL SEWER PLANS AND TRANSFER "AS BU/L r INFORMATION
PRIOR TO C/TY ACCEPTANCE OF THE SEWER SYSTEM
9, ALL 4" HOUSE LATERALS 51VAll BE INSTALLED ON A 2� MINIMUM GRADE UNLESS OTHERWISE
14PPRO1/ED BY THE C/7Y ENGINEER.
10. SEWER CONTR4670R 511AZZ CH/SEL "S" IN THE CURB AT THE L OCAT/ON OF THE LATERAL.
11. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW
GRADE AND DURING PAOING RAISED TO FINISH GRADE.
12. ALL STATIONING REFERS TO CENTERLINE OF SEWER.
13. STREET 1N1ZR5ZC710N CENTERL/NE D/STANCE T/E-IN SHALL 9,F SHOWN.
14 THE SEWER CONTRACTOR SHALL BE FULLY RESPONS/BLE FOR THE LOCAT/ON AND PROTECTION
OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT.
15 NO LATERALS 511All BE PLACED UNDER OR1k161 YAPS.
16 PRIOR TO CONSTRUCTION OF THE WATER, SEWER OR STORM DRAIN LINES, THE CONTRACTOR
SHALL 6XF0SC 771F EXISTING WATER, SZWcROR STORM DRAIN LINES WHERE CONNECT/ONS WILL
OCCUR AND 1/ER/FY THE/R ELEI/ATION AND LOCATION. APPR00AL BY THE C/7Y OF FONTANA OF
A PROPOSED CONNECTION TO A CITY FAC/LI7Y DOES NOT IMPLY CORRECTNESS OF THE ELEUAT/ON
OR L OCA71ON AS SHOWN ON THE PL4N5
17 TIAL INE FRAMES AND CODERS SHALL 8£ CONSTRUCTED 6" BEL OW FINISHED GRADE BY WATER
CONTRACTOR AND SHALL BE RA/SED TO GRADE BY PAOING CONTRACTOR AFTER COMPLETION OF
PAI//NG,
19 TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE FRONT PROPERTY LINE X7H_ A PLUG,
12' BELOW GROUND LINES.
PIPE ZONE
SELECT BACKFILL MATERIAL
WITH A SAND EQUIVALENT
OF NOT LESS THAN 30%
-•___ SUBGRADE 95% COMPACTION
(TO FINISHED GROUND
IX IN UNIMPROVED AREAS)
12"
PIPE ZONE
1 90% COMPACTION
D PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK:
\
LOT LINE / SAND, GRAVEL, DISINTEGRATED GRANITE
a.;
CRUSHED AGGREGATE OR
MIN."�\ \ NATIVE SOIL WITH A SAND
D+12, EQUIVELANT OF NOT LESS THAN 30.
D+24 MAX.
LOT LINE
TF'ENCH BAC/"F/LL & COMIDACTION
NOT TO SCALE
10,* 1 i
NORMALL Y 10' FROM PROPERTY LINE LOT LINE
OR APPROX, CENTER OF LOT FRONTAGE
FOR KNUCKLE dr CUL -DE--SAC LOTS.
SEE C/7Y OF FONTANA STD. DETAIL 1125.
T)"I/CAL LATEF?AL CONM-CII
LEGEND
B. C. R, BEGIN CURB RETURN A.C. ASPHAL TIC CONCRETE
E C. R. END CURB RETURN r :'' EX• DRA/NAG_ INLET
P. R C. POINT OF EX. BROADLEAF TREE
L T LEFT EX. PALM TREE
RT RIGHT _..__,_.___.--- _-.___----- X.___ EX. CHAIN LINK FENCE
CL CENTERLINE EXISTING 9611Zz9INO
EL Y, WL YEASTERL Y, WESTERLY: HYDRANT
SZ)',' NL Y SOUTHERL Y, NORTHERLY EX/STING CONCRETE
TC TOP OF CURB S EX. ST. LIGHT
FL FLOW LINE ,f }w EX. SIDEWALK
EP EDGE OF PAIEMENT "r`,'', EX. WATER METER
P. C. C. PORTLAND CEMENT CONCRETE EX. WATER IAL IE � PRn� E�S14N��
CB CATCH BASIN fr; `ti��A J,A,
EX. MAN HOLE Q�\ e
NQ. 53390
k
EXP. 6-30-99
CI V! ��\P
F ' FO
J
RrR SPIKE ON PPS` 674320E LOCATED AT THE
INTERSECTION OF JURUPA 140ENUE AND
MULBERRY 40ENUE
6Z,BIATION - 918.40'
/NT. I REV. I DATE
DESCRIPTION
CONST/QUCT/ON NOTES & 42UANT/T/ES Ti's/S ShIEET
Q>-
INSTAL Z 9- V C. P. C/TY OF
3/4" (' PASS/NG)
1"
FONTANA STANDARDS AAV SPEC/F/CATIONS............... . ...... J486 OGS LF
2Q--
INSTALL 10" !/. C. P, PER C/TY OF
COVER SHEET
30-60
FONTANA STANDARDS ANDSPEC/F/CATIONS........................
.35.00 LF
Q)
INSTALL 48" P14 E -CAST MANh'OLE PER C/TY OF
CHECKED BY
FONTANA STD. DETA/L No. 112 ............................. . ................
15 EA
�--
REMOtNE 10" PLUG & CONNECT
2373
5
TO EX/ST/NG V. C. PSTUB.........................................................
1 EA
INSTALL 4" tlC. P. LATERAL PER C/TY OF
FONTANA STD. z9ETAIZ No. 125 ......................... (2655 L F)
114 EA
-
CONSTRUCT 8" CLEANOUT PER C/TY OF
FONTANA STD. 2F7A& No. 128 ...............................................
1 EA
7Q -
INSTALL SEWER CLEANOUT BOX PER FONTANA STD,
DETAIL No. 125A (/N CONC. BOX) OR ............................... 114 EA
125,6 (/N LANDSCAPE AREAS)
PLAN5 PREFARED BY:
FN�INEERINO PLANNINEO SURVE r'1NG
6020 AIRPORT OR. R1VER5/0E, 6A. 92504
TEL: 00q)688-0241 FAX: (gOq)68O-05gq
OA7E. -tII211?5 4 A /_
UNDER THE SUPE 1115/01 Of
R.6. E. 5.3.390 EXP. 6/30/99
CRUSHED ROCK GRADATION
S/El/E SIZE
3/4" (' PASS/NG)
1"
100
,»=4O'
90-100
COVER SHEET
30-60
DRAWN BY.•
0-20
/4
0-5
SLOVER AVE
SANTA ANA tk ST
w
JURUPA z AVE
U
-EL CONTENTO AVE
CY T• H v r
ca
CALABASH AVE
s, PHILADELPHIA ST.
Y/C/II//TY M.4P
N.T.S.
CITY OF FONTANA, CALIFORNIA
DESIGNED BY•
,c_
TRACT No. 15701-1 15701
SCALE.
,»=4O'
COVER SHEET
DRAWN BY.•
DATE
JCP
SEWER IMPROVEMENT PLANS11/16/95
CHECKED BY
APPROI/ED.
DWG, Na
,
C
2373
5
2 C/7Y ENG/NEER R. C. E. 25126 DATE
File name: E:\DRAWING\FONTANNA\4774SEW1