HomeMy WebLinkAbout2607-1GENERAL NOTE5
7. ALL WYDR/( SHALL BE 10A-IAI ACCORDANCE !�l//TH THESE PLANS, THE STANDARD SPEC/F/CAT/ONS
FOR PURL /C HIOR/rS CONSTRUCT/ON 'GREEN BOD/(" ANO THE C/TY OF FONTANA ENG/NEER/NG 01015/OA
STANDARD SPEC/F/CAT/ONS ALL /N EFFECT AS OF THE APPROVAL DATE OF THESE PLANS.
2. CONSTRUCT/ON P6R_ 1W1TS SHALL BE OBTAINED FROW THE C/TY OF FONTANA ENG/NEER/NG z9101S/ON
PR/OR TD START OF ANY GYDRK 1411THIN THE C/TY LIM/7-5
3. STAT/ONING REFERS TD THE CENTERL/NE OF STREETS EXCEPT GYHERE OTHER?//5E NOTED.
4. CURB DATA REFERS TD THE FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR, ANO FINISH TD ALL
ADJOINING CURBS ANO 5/DEGYALK5.
6. PAVEMENT SECT/ONS 5HOHIN ARE 1W1N/MU1V AND SUBJECT TD REI 15/ON ANO APPROVAL OF THE
CITY A5 R,6-OU/RED BY S0/L5 TEST T AFN AFTER COIWPZET/ON OF ROUGH GRAD/NG.
7. ALL UNDERGROUND WYOR/( SHALL BE COMPLETED PRIOR TD PAVING OF STREETS.
9 EX/5T/NG UNDERGROUND UT/L/T/E5 ARE A5 PER A!/A/LABLE RECORDS. THE CONTRACTOR 5HAll
BE 19E5P0N5/9LE FOR 1/ER/FY/NG THE ACTUAL Z OCAT/ON AND ELE!/AT/ON IN THE FIELD.
9. THE WYALL.5" AND FACES OF ALL EXCA1/AT/ONS GREATER 7HAN FII/E (5) FEET /N DEPTH SHALL BE
EFFECT/1/EL Y GUARDED BY A SHORING 5Y5TEiLl, 5L OP/NG OF THE GROUND, OR OTHER
EQU/VALENT MEANS. 7RZNC1ES LESS THAN F/1/E (5) FEET IN DEPTH SHALL ALSO BE GUARDED
WHEN EXAMINAT/ON IND1CATE5 HAZARDOUS GROUND 1W0VEMENT MAY BE EXPECTED.
10. THE CONTRAC70R(5) SHALL OBTAIN A PERM/7- TD PERFORM EXC,4071-ON OR TRENCH WORK A5
DESCR/BED /N NOTE 9 ABO!/E FROM CAL/FORN/A STATE 01015/0N OF N0U5TR/AL SAFETY. SEE
STANDARD SPEC/FICAT/ONS FOR PUBLIC WyORA(S CONSTRUCT/ON S=XON 306- A 1.6.
11. ALL MANHOLE FRAMES AND COVERS SHALL BE CDN57R_ UCTED SIX (6) INCHES BEL OWY FIN/SHED
GRADE BY SEWYER CONTRACTOR ANz9 SHALL BE RA/SED TD GRADE BY PAOING CONTRACTOR
AFTER COMPLET/ON OF PANING.
12. REFER TD C/7Y OF FONTANA, ON29ZROPOVN29 UT/L/TY L OCAT/ON STANDARD DETA/L 129.
13. THE CONTRACTORS) 511All CODRD/NATE CONSTRUCT/ON WY/TH ALL UT/L/T/ES AND OTHER
IMPROVEMENTS INCL UD/NG, BUT NOT L/M/TED TO, GAS, TELEPHONE, ELECTR/CAL, L/CHT/NG,
TEL Z_015/ON CABLE LAND5CAP/NG, LANDSCAPING /RRIGAT/ON, DOME5T/C WYATEfi? RECLA/MED
WYATER SEWYE/P, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC.
14. HIATER VAL VE COVERS SHALL BE RAISED TD GRADE BY THE PAVING CONTRAC70_ R
15. THE CONTRACTOR 511AZL SUBr19/T ALL AS-BU/L T /NFORUAT/ON TO THE ENGINNER OF RECORD. THE ENG/NEER
GY/LL REI//SE RECORD ORAWY/NGS AS REQU/RED AND !y/LL SUBM/T THEM TO THE C/TY FOR APP/,'O!/AL BEFORE
F/NAL C/TY ACCEPTANCE OF THE 1YRR0k1SYENT.
16. L OCAT/ON OF DR/Y'EWYAY APPROACH APRONS WW/L L BE DETERMINED AT THE
T/ME OF CONSTRUCT/ON AN49 SHALL CONFORM !y/TH THE 0/7Y OF FONTANA STANDARD DETAIL 5.
17. ADEQUATE 5TAf(E5 SHALL BE SET BY THE ENG/NEER TD ENABLE THE CONTRACTOR TD
CONSTRUCT THE WYOR"5 TD THE- PLAN GRADES.
18. ALL TRAFF/C CONTROL 511All BE MAINTAINED PUR5UANT TD STATE REQUIREMENTS AND C/TY ORDINANCE 997.
NONCONFORMANCE Wy/LL BE SUBJECT TO PENAL T/ES AND FINES AS REQU/REO BY ORD/NANCE 997.
19. ALL PIPE L/NE5 OR SUBSTRUCTURES OF ANY /FIND, ANO TELEPHONE DR POWYER POLE5, WWATER
METERS, 1/AL VES, HYDRANTS, ETC., 5110HI V OR NOT SHOWYN ON THESE PLANS H11TH/N THE L/M/7-5
OF 7-1115 DEI/EL 01:141,6N -7 -OR /N ADJACENT AREA5 !/HERE /MP1?0k0WEN7_ 040RXr /5 TD BE DONE
SHALL BE REMOVED OR RELOCATED AT NO COST TD THE C/TY OF FONTANA
/T SHALL BE THE OWYNER S RESPON5/B/L/7Y TO NOT/FY ALL AGENC/E5 CONCERNED.
20. AT THE COMPLET/ON OF ROUGH GRAD/NO, A MATER/ALS REPORT AND THE PROPOSED
STRUCTURAL 5ZC710N 511All BE SUBM/TTED BY THE TRACT ENG/NEER TD THE C/TY OF FONTANA
ENG/NEER/NG DEPARTMENT FOR RE!//EWW AND E1/AL UAT/ON. APPROI/AL WY/LL BE
6/1/EN WYHEN ALL STRUCTURAL SECT/ON REQU/REMENTS HAVE BEEN MET.
21. COMPACT/ON 7E575OF EMBANKMENT CONSTRUCT/ON, TRENCH BAC/rF/LL, COMPACT/NG ORIGINAL
GROUND, AND ALL SUB -GRADES SHALL BE PERFORMED AT NO C057- TD THE C/7Y OF FONTANA.
A HIR17TEN REPORT WY/TH THESE COMPACT/ON TESTS SHALL BE 5U,91W/7TED TO THE C/TY OF FONTANA
FDR APPROVAL PR/OR TD PLACEMENT OF BASE MATER/ALS AND/OR 5URFAC/NG.
22. AT THE COMPLET/ON OF PAI//NG, A MATER/ALS REPORT SHALL BE SUBM/TTED TD THE
ENG/NEER OF THE C/7Y OF FONTANA L/5T/NG ALL 7,67
OR DETERM/NAT/ONS COMPLETED TD VER/FY
A) R-VAL UE, 5/EVE ANAL Y5/5, ANO SAND E000ALENT OR AGGREGATE BASES.
B) STA9/L/7Y, D/L CONTENT, AND 5/EVE ANAL Y5/5 OF A5PHAL T 5URFAC/NG.
23. ALL INSPECT/ONS SHALL BE REQUESTED THROUGH THE C/TY OF FONTANA ENG/NEER/NG D/V/S/ON
AT LEAST 24 HOURS PR/OR TD THE START OF ANY H/OR/r (,909) 950-7610
24. EX/5T/NG MANHOLES WYH/CH ARE TD BE ADJUSTED TD A NEW GRADE SHALL BE DONE
WY/TH MATER/ALS SIMILAR /N QUAL /7Y TD THOSE /N THE ORIGINAL STRUCTURE THE CONTRACTOR MAY
RA/SE MANHOLES TD GRADE PR/OR TD PAOING BY THE USE OF METAL RINCS WYH/CH MEET GI//TH
THE APPROVAL OF THE C/TY ENG/NEEfF
25. 7-11 CONTRACTOR 511All NOT REMOVE EX/ST/NG SURVEY MONUMENTS OR BENCH MARS
NOTED ON THE PLANS, OR FOUND DURING CONSTRUCT/ON WY/TROUT PRIOR NOT/F/CAT/ON
TD THE C/V/L ENG/NEEfr REMOVAL ANO REPLACEMENT SHALL BE DONE BY A REG/STEREO
C/1//L ENG/NEER OR LICENSED ZANz9 SUR1iEYOR. SURVEY MONUMENTS 8/H/CH WWYLL BE DESTROYED
AS A RESULT OF TH/S CONSTRUCT/ON 511All BE REPLACED. CONTRACTOR S11All NOT/FY
REG/STEREO C/V/L ENG/NEER OR LICENSED ZANO SURVEYOR ONE WYEE/( PRIOR TD CONSTRUCTION
SD THAT THE RE5 TD MONUMENTS CAN BE E5TABL/SHED FOR LATER RZPZ4CZWEN7OF 5A/D MONUMENTS
BY SA/0 REG/STEREO C/1//L ENG/NEER OF LICENSED ZAND SUREYOR.
11 lvf /V
0 FFS1 TE S TiA _E I IMPH 0 VEMI I P TjA_. S
o''101 i ............. ...
f -ID f r 11 '' I I
................ ......... .......
I i1A C I IVOO
PRIVATE ENG/NEER S NOT/CE" TD CONTiQAC70_ R.-
1. ALL UNDERGROUND UT/L/T/E5 OR STRUCTURES REPORTED BY THE 00N6R_ OR OTHERS, AND
THD5E 51100YN ON THE RECORDS EXAM/NEO, ARE 51109IN Wy/TH THEIR APPROX/MATE L OCAT/ON
AND EXTENT.
2. /T 511AL L BE THE CONTRACTORS RE5P0N5/9/L/7Y TD DETERMINE THE NATURE OF EXI5T/NG
GROUND AND/OR THE F/N/SHED GRADE /N THE V/CIN/TY OF THE PROPOSED C0N57RUC710N AREA
/MMED/ATFL Y PR/OR TD CONSTRUCT/ON.
j THE CONTRACTOR 15 REQU/RED TD TA/(E DUE PRECAUTIONARY MEASURES TD PROTECT THE
UT/L/T/ES OR STRUCTURES FOUNV AT THE 5/7E. /T SHALL BE THE CONTRACTORS RE5PON5/9/L/1-Y
TD NOT/FY THE OWNERS OF THE OTIL/T/ES OR STRUCTURES COMCERNE9 BEFORE START/NG
Wl/OR(
4 THE CONTRACTOR 511All UNCOVER ALL UT/L/T/E5 THAT HE MAY BE ✓D/N/NG, CROSS/NG, OR
PARALLEL/NG PR/OR TD ANY CONSTRUCT/ON TD VER/FY 9071 1ORIZON7AZ AND VERT/CAL
L OCAT/ONS. ANY CONFL/CT OR DISCREPANCY 511AZL BE BROUGHT TO THE ENG/NEER S
ATTENT/ON PR/OR TO CONSTRUCT/ON, OTHERI�I//SE THE CONTRACTOR ACCEPTS FULL
RESPONS/B/L/TY FOR ANY COSTS OF REL OCA 71_0N OR ADD/T/ONAL COSTS OF CONSTRUCT/ON.
91+40.00
EXIST. A. C.
PAVMT. SURFACE --_
3.5'
OVERLAY THICKNESS
I:,
91+60.00
rem
COLD
PLANE
r� AREA 20' ►�
TRAN5ITION 5EE ABOVE
N.T.S.
5
R/W q R/W
WEST OF CENTERLINE 110' TO 124' EAST OF CENTERLINE
69' 55'
14'-21.5' VARIES 47.7-55' VARIES 42'-49' 6'-13' COUNTRY CLUB
ESTATES
LIMITS
5' MIN VARIES 38' i
8' TO BACK OF WALK 11 ' MAX
2.0�
--1 UMMMMMIMM",
2 _ 55'
M
4 3.5 0L� �2
FOR MEDIAN TREATMENT SEE STD. 145
SIERRA AVE SECTION STA. 10cf+E30.00± TO 116+50.00
CURB ONLY STA. 91 +81.53TO 103+00.00
Y STA. 91 +50 TO 91 +81.53
SIERRA AVE SECTION STA. q1+50.00 TO 103+00.00
N.T.5.
DISPOSITION NOTES
REMOVE FENCE
�2 -- SAWCUT & REMOVE ASPHALT PAVEMENT
R/W R/W
SIERRA AVE SECTION STA. 103+00.00 TO 10cf+50.00+
UTILITY PURVEYORS
FONTANA WYATER COMPANY
8484 NUEYO AV., FONTANA, CA,
CONTACT.• AL f(ROHN
PHONE (909) 822-2201
PACIFIC BELL TELEPHONE
3073 AOAiVS ST.
RIVERS/OE, CA. 92504
CONTACT 71101W TORIr
(909) 359 2535
SOUTHERN CALIFORNIA EO/SON CO.
7951 REDWOOD AYE.
200 LF FONTANA, CA. 92336
CONTACT FRAN STEDXART
1,700 SF (909) 357-6223
Z Z _6Z _NL9
A.C.
B. C. R.
BEG'/N CURB RETURN
SOUTHERN CALIFORNIA GAS CD.
E. C. R
END CURB RETURN
P. 0. BOX 9003
ORA/NAGE INLET
876 LF
REOLANOS, CA. 92373-0306
P. R. C.
POINT OF REVERSE CURVE
CONTACT JOHN DATES
L T
LEFT
EX.
RT
RIGHT
C/7Y OF FONTANA ENG. SERV/CES
CHAIN LIN/( FENCE
993 LF
(SEGYER ANO STORM DRA/N)
CL
CENTERLINE
835.7 SIERRA AVE.
EL Y, GYL Y
EASTERLY, WESTERL Y
FONTANA, CA. 923,35
L/CHT
S/W
EX.
SL Y, NL Y
SDUTHERL Y, NORTHERL Y
CONTACT- PRO✓ECT UANAGER
91ATER METOR
W. V.
EX.
TC
TOP OF CURB
(909) J50-7610
OMAN HOLE
4 EA
FL
FLOdY t/NE
001WCAST CABLE
EP
ODGEE OF PAVDLIENT
1205 OUPONT AVE.
320-0
11
P. C. 0
PORTLAND CZ -Mf N- T CONCRETE
ONTARIO, CA. 91761
PER CITY --OF FONTANA STD. DETAIL 102-B
12
CB
CATCH BASIN
CONTACT PAUL CYR
CSP INLET TYPE V PER OCEMA
1 EA
(909) 390-4738
STD. PLAN 1305.
A.C.
ASPHAL TIC CONCRETE
DI
COMPACTED NATIVE SOIL. (SEE GEN. NOTES)
❑
EX
ORA/NAGE INLET
876 LF
EX.
BROADLEAF TREE
( -CONSTRUCT
4" THICK P.C.C. SIDEWALK PER CITY OF
6,944 LF
EX.
PALM TREE
-X-X-X-X-
EX.
CHAIN LIN/( FENCE
993 LF
EXISTING BUILDING
+O+ F.H.
FIRE HYDRANT
1
EXISTING' CONCRETE
®- LT. STD.
Eli'
L/CHT
S/W
EX.
S/DEGYAtff
W.M.
EX.
91ATER METOR
W. V.
EX.
91ATER UAL VE
O M'Y
EX.
OMAN HOLE
CONSTRUCTION NOTES
(D --CONSTRUCT
8.5" AC OVER 12" OF 95%
11,883 SF
COMPACTED NATIVE SOIL. (SEE GEN. NOTES)
(D -CONSTRUCT
8" CURB & GUTTER PER CITY OF
876 LF
FONTANA STD. DETAIL 101
( -CONSTRUCT
4" THICK P.C.C. SIDEWALK PER CITY OF
6,944 LF
FONTANA STD. DETAIL 105A
(D--SAWCUT
AND REMOVE 1' OF EXISTING PAVEMENT
993 LF
CONSTRUCT LOCAL DEPRESSION PER APWA PLAN
3 EA
313-0, CASE A
(D -CONSTRUCT
CATCH BASIN PER APWA PLAN
3 EA
300-1, W=7', H=2'
(D-
CONSTRUCT 48" RCP (1800 D)
997 LF
CONSTRUCT 24" RCP (1800 D)
66 LF
(D --CONSTRUCT
CONSTRUCT JUNCTION STRUCTURE PER APWA PLAN
4 EA
331-0
10
CONSTRUCT MANHOLE PER APWA PLAN
1 EA
320-0
11
CONSTRUCT COMMERCIAL DRIVEWAY APPROACH (40' WIDE)
1 EA
PER CITY --OF FONTANA STD. DETAIL 102-B
12
CONST. 8" CURB PER CITY OF FONTANA STD. DETAIL 101.
1523 LF.
@-CONST.
CSP INLET TYPE V PER OCEMA
1 EA
STD. PLAN 1305.
14
CONST. VARIABLE A.C. OVERLAY, 3.5" OVER EXISTING
106,459 SF
IMPACT FEE CONSTRUCTION
87,400 SF
15
RELOCATE EXISTING SIGN.
16
STREET LIGHT PER SIERRA STREET LIGHT PLAN 1601 -LTE
17
RELOCATE EXISTING POWER POLE.
18
RELOCATE EXIST. F.H. TO BACK OF S.W. AS SHOWN.
19
REMOVE EXIST. 36" CMP STORM DRAIN.
20
HEAT & REMIX EXIST. ASPHALT CONC. TO A MIN DEPTH OF
0.1'
21
REMOVE & REPLACE A.C. BERM.
22
18" CATCH BASIN (SEE DETAIL SHT.3)
Q 1 EA A.
23 'OiS/S7'1PUCT / " `C.P. 2, goo -l>
22
w
SAN BERNARDINO _, � FREEWAY
JURUPA AVE
AR0,/EcT S/TE
SAN BERNARDINO CO.
RIVERSIDE CO.
VICINITY WOR
File name: E:\CAD\DRAWING\FIESTA\SOUTHPK\STRI.DWG