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GENERAL N07Z5 s TD
1. ALL XIOR" SHALL BE DONE /N ACCORDANCE GY/TH THESE PLANS, THE STANDARD SPEC/F/CAT/ONS
FOR PUBL/C /4/0/'?f(S CONSTRUCT/ON "GREEN BOO/(" AND THE CITY OF FONTANA PUBL/C 0Z -PT T F-/ IMPH V -E /VIA- - 0 ME -..L -
STANDARD SPEC/F/CAT/ONS ALL /N EFFECT AS OF THE AP1019001Z DATE OF THESE PLANS.
2. CONSTRUCTION PERM/TS SHALL 9Z08MINLD FROM FONTANA PUBL/C WORKS DEPARTMENT
PR/OR TO START OF ANY GYORf( Gl//TH/N THE C/TY L/M/TS.
,F)
3. STAT/ON/NG REFEfi'S TO THE CENTERL/NE OF STREETS EXCEPT GYHERE OTHERGY/SE NOTED i-tA C I NO*
1 5701 1 &
4 CURB DATA REFERS TO THE FACE OF THE CURB.
5: ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COL Oft, AND F/N/SH TO ALL
ADJO/N/NG CURBS AND S/DEGYALKS.
REFER TO REV/SED OWO, No, 1142
6. PAVEMENT SECT/DNS SHOXIN ARE M/N/MUM AND SUBJECT TO RE!//S/ON AND APPRO!/AL OF THE FOR PROPOSED iL/ULBERRY AVENUE
C/TY AS REOUIRED BY 501Z TEST T A"E' N AFTER COMPLET/ON OF ROUGH GRADING. hVPROVMENTS
7. ALL UNDERGROUND XIOR" SHALL BE COMPLETED PR/OR TO PAI//NG OF STREETS.
8 EX/ST/NG UNDERGROUND UT/L/T/ES ARE AS PER A011ZA9LE RECORDS. THE CONTRACTOR SHALL
BE RESPONS/BLE FOR 1/ER/EYING THE ACTUAL L OCA TON AND ELEI/AT/ON /N THE F/ELD.
9. THE XIALLS AND FACES OF ALL EXCA017I-ONS GREATER THAN F1 VE (5) FEET /N DEPTH SHALL BE
EFFECT/VEL Y GUARDED BY A SHORING SYSTEM, SL OP/NG OF THE GROUND, OR OTHER
EQUIVALENT W6AN5 TZNCHES Z,---55 THAN F/VE (5) FEET /N DEPTH 5HAll ALSO BE GUARDED
XIfHEN EXAM/NATION /ND/CATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
10. THE CONTRACTOR('S) SHALL OBTAIN A PERM/T TO PERFORM EXCAVATION OR TRENCH XIORff AS
DESCRIBED /N NOTE 9 ABOVE FROM CALIFORNIA STATE,0101510N OF INDUSTRIAL SAFETY. SEE
STANDARD SPEC/F/CAT/ONS FOR PUBLIC HIORffS CONSTRUCTION 5ECTON 306-1. 1.6.
11. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 51X (6) INCHES BEL OXI FIN/SHED
GRADE BY SEXIER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAV/NG CONTRACTOR
AFTER COMPLETION OF PAV/NG.
12. REFER TO C/TY OF FONTANA, UNDERGROUND OT/L /TY L 0C4 TON STANDARD DETAIL 129. I
13. THE CON7-RACTOR(S) SHALL COORD/NATE CONSTRUCTION H11TH ALL UT/L/T/ES AND OTHER
IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECT 1CAL, LIGHTING,
126Z,6711510N CABLE, LANOSCAP/NG; LANOSCAP/NG /RR/GAT/ON, DOMEST/C Gl/ATEfi? RECLA/MED
X WE -R, SEXIER STORM DRAINAGE, FL ODD CONTROL SYSTEMS, ETC.
14 XIATER VAL VE COVERS 511AL L BE RA/SED TO GRADE BY THE PAV/NG CONTRACTOR.
15. THE CONTRACTOR SHALL SUBM/T ALL AS -BUIL T INFORM 71 -ON TO THE ENGINNER OF RECORD. THE ENGINEER
XYILL REV/SE RECORD DRAWINGS AS REOUIR,620 AND XY/LL SUBMIT THEM TO THE C/TY FOR APPROVAL BEFORE
F/NAL C/TY ACCEPTANCE OF THE IMPROVEMENT.
16. L OCAT/ON OF OR/VEXIAY APPROACH APRONS XY/LL BE DETERMINED AT THE
T/ME OF CONSTRUCTION ANz9 SHALL CONFORM XI/TH THE C/TY OF FONTANA STANOARO DETA/LS. W
17. ALL E/0117- (8) /NCH SEXIER CROSS/NGS SHALL BE INSTALLED AS SHOWN ON THE SEXIER w
IMPROVEMENT PLANS FOR TH/S PROJECT. Q
I
18. ADEQUATE STAES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR TO
CONSTRUCT WORff5 TO THE PLAN GRADES.
19. ALL TRAFF/C CONTROL 511All BE MAINTAINED PUR5UANT TO STATE REOUIREMENTS AND C/TY ORD/MANCE 997.
NONCONFORMANCE XY/LL BE SUBJECT TO PENAL T/ES AND FINES AS REOUIRED BY ORD/NANCE 997. r
20. CONTOURS 511OWN BASED ON THE PLANS REPRESENT COND/T/ONS PR/OR TO GRAD/NO REFER TO
GRADING PLANS FOR F/N/SH AND ROADGIAY SUBGRADES. m
Z)
21. PERM/TS SHALL BE OBTA/NED FROM THE CITY OF FONTANA PRIOR TO ANY
CONSTRUCTION ON TH/S PROJECT.
22. ALL PIPE L/NES OR SUBSTRUCTURES OF ANY BIND, AND TELEPHONE OR PDXIER POLES, RIA 77-R
METERS, VAL VES, HYDRANTS, ETC., SIHOXIN OR NOT S//OXIN ON THESE PLANS H171 IN THE L/M/TS
OF TH/S DEVEL OPMENT OR IN ADL/ACENT AREAS XYHERE fMPROVEMENT XYORf( /S TO BE DONE
SHALL BE REMOVED OR REL 06A 7L-`0 AT NO COST TO THE C/TY OF FONTANA
IT SHALL BE THE OXIN, RESPONS/B/L/TY TO NOT/FY ALL AGENCIES CONCERNED.
23. AT THE COMPL ET/ON OF ROUGH GRAD/NG, A MATER/ALS REPORT AND THE PROPOSED
STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT ENGINEER TO THE CITY OF FONTANA
ENG/NEER/NG DEPARTMENT FOR REVIEGY AND 6-VAL UAT 0N, APPROVAL XY/LL 9z -
CIV, -'-N-
E - --- _
GIVEN XIHEN ALL STRUCTURAL SECT/ON REQU/REMENTS HAVE BEEN MET. _ -
24 COMPACT/ON TESTS OF EMBANfrMENT CONSTRUCTION, TRENCH BAO�cl&L, COMPACT/NG OR/G/NAL
GROUND, ANi9 ALL SUB -GRADES SHALL BE PERFORMED A17 NO COST TO THE CITY OF FONTANA. w
A IIRITTEN REPORT XY/7-H THESE COMPACTION TESTS SHALL BE SUBM/TIED TO THE C/TY OF FONTANA j "
FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATER/ALS AND/OR SURFACING. 0
U
25. AT THE COMPLET/ON OF PAV/NG, A MATER/ALS REPORT SHALL BE SUBM/TIED TO THE
ENGINEER OF THE C/TY OF FONTANA L/STING ALL TESTS
OR DETERM/NAT/ONS COMPLETED TO VER/FY
A) R- VAL UE, S/EVE ANAL YS/S, AND SAND EOU/VALENT OR AGGREGATE BASES.
B) STAB/L/TY, O/L CONTENT, AND 5/EVE ANAL YS/S OF ASPHAL T SURFACING. UTILITY PURVEYORS
J
jo I /\1
TA 'S
15701
26. ALL /NSPECT/ONS SHALL BE REQUESTED THROUGH THE CITY OF FONTANA ZNOINcERINC D/V/S/ON
BEGIN CURB RETURN
AT LEAST 24 HOURS PR/OR TO THE START OF ANY XYORK (909) .350-7610
FONTANA WATER COMPANY
27. EX/ST/NG MANHOLES W111CH ARE TO BE ADJUSTED TO A NEXT GRADE SHALL BE DONE
16803 SPRING ST., FONTANA
XY/7-H MATER/ALS SIMILAR IN OUAL/TY TO THOSE IN THE ORfG/NAL STRUCTURE. THE CONTRACTOR MAY
CONTACT: A L K R O H N
RA/SE MANHOLES TO GRADE PR/OR TO PA VINO BY THE USE OF METAL R/NGS XIH/CH MEET XI/7-H
PHONE: (9 0 9) 822-2201
THE APPROVAL OF THE C/TY ENG/NEER.
EX. DRAINAGE INLET
28.. THE CONTRACTOR SHALL NOT DISTURB ANY EXISTING SURVEY MONUMENTS (INCL UD/NG MONUMENT T/ES) OR
PACIFIC BELL TELEPHONE
BENCHMARf 5,, NOTED IN THE SPECIFICAT/ONS. THE C/TY ENG/NEER SHALL /MMED/ATFL Y NOT/FIFO IN THE EVENT
3073 ADAMS S T .
ANY MONUMENTS �jNCL UD/NG MONUMENT T/ES) OR BENCHMARf-5 ARE D/STURBED DUE TO THE CONTRACTOR'S OPERAT/ON.
RIVERSIDE, C A . 92504
THE CONTRACTOR SHALL ASSUME FULL RESPONS/B/L/TY FOR PAYMENT OF SERVICES NECESSARY TO RE-ESTABL/SH
"PROFESS/ONAL
CONTACT: T H O M T 0 R K
D/STURBED MONUMENTS PURSUANT TO THE ENG/NEER'S ACT'.
(909) 359-2535
PR/1/ATE� E/1/G//I/EEiQ'S NO TO CON7R- ACTOfi'.'
R/GHT
__;....__..._._.._;{__.__; ._.._
SOUTHERN CALIFORNIA EDISON CO.
A ALL UNDERGROUND UT/L/T/ES OR STRUCTURES RLPOR7,9 gr THE OGINER OR OTHERS, AND
-/THEIR
7951 R E D W O 0 D AVE.
THOSE SfHOXIN ON THE RECORDS EXAM/NED, ARE 5110 IN 9//// APPROXIMATE L 0CATION
F 0 N T A N A C A 92336
ANO EXTENT.
, .
"" . I ;.
CONTACT: FRAN STEWART
2. /T SHALL BE THE CONTRACTOR'S RESPONS/B/L/TY TO DETERMINE TIVE NATURE OF EX/ST/NG
9 0 9 357-6223
( )
GROUND AND/OR THE F/N/SHED GRADE /N THE V/C/N/TY OF THE PROPOSED CONSTRUCTION AREA
EX/ST/NG CONCRETE
/MMED/ATFL Y PRIOR TO CONSTRUCTION.
TOP OF CURB
SOUTHERN CALIFORNIA GAS C O .
.3. THE CONTRACTOR /S REQU/REO TO TAf F DUE PRECAUTIONARY MEASURES TO PROTECT THE
P.O. B 0 X 3003
UT/L/T/ES OR STRUCTURES FOUND AT THE 517-E IT SHALL BE THE CONTRACTOR'S RESPONS/B/L/TY
EX. 510L ALK
TO NOT/FY THE OXINERS OF THE UT/L/TIES OR STRUCTURES CONCERNEO BEFORE STARTING
R E D LA N D S, CA. 92373-0306
XIORf.
CONTACT: DENNIS FREEMAN
4 THE CONTRACTOR 511All UNCOVER ALL UT/L/T/ES THAT HE MAY BE <AOINING, CROSS/NG, OR
PORTLAND CEMENT CONCRETE
PARALLELING PR/OR TO ANY CONSTRUCTION TO VER/FY BOTH HORIZONTAL AND VERT/CAL
CITY OF FONTANA ENG . SERVICES
LOCATIONS. ANY CONFL/CT OR DISCREPANCY SHALL BE BROUGHT TO THE ENG/NEER'S
(SEWER AND STORM DRAIN )
ATTENT/ON PRIOR TO CONSTRUCTION, OTHERXY/SE THE CONTRACTOR ACCEPTS FULL
RESPONS/B/L /TY FOR ANY COSTS OF REL OCA TON OR ADD/T/ONAL COSTS OF CONSTRUCT/ON.
8353 SIERRA AVE.
FONTANA, CA. 92335
CONTACT: PROJECT MANAGER
Service AI@I't
Underground(909)
350-7610
OR� Y
COMCAST CABLE
Call: TOLL FREE
1205 DUPONT AVE,
ONTARIO, CA. 91761
1-800
CONTACT: PAUL CYR
lilt 422-4133
TWO WORKING DAYS BEFORE YOU DIG
(909) 390-4738
BASIS OF BEARINGS
THE CENTERLINE OF PH/LADELPH/A STREET
(FORMERL Y CALLED RIVERS/OE OR. & EAST
COUNTY L/NE OR/VE) PER TRACT 12249
M/B/ 167/29-49, BEAR/NG BE/NG.
N 8922 23" XI
PHILADELPHIA f STREET
REFER TO REVISED OXIG No. 1142 (EAST C01INTr LINE ROAD)
FOR PROPOSED hLIPROVEMENTS TO PHILADELPHIA STREET
0 (O 80 2620 00
20 60 10O ,300
SCAZ- / "
E = /DO
w
Q
�o
SLOVER AVE
SANTA ANA cr_ ST
w
JURUPA = AVE
U
GE 001-
EL
REL CONTENTO AVE LIVE OAK pJ�
m
G� VILLA �I✓
CALABASH AVE
5, PHILADELPHIA ST.
Y=Nlrt' VAP
N.T.S.
BENCHMARK
RxR SPIKE ON PPI 674320E LOCATED AT THE
INTERSECTION OF ,AURUPA AVENUE AND
MULBERRY AVENUE.
ELEVAT/ON - 918.40'
ZEGEND
N�
8
7
6
5
4
3
6
6' VARIES 3'
12 CATCH BASIN 'Y'
OPENING
8" CURB F
ACE
CURB LINE
FLOW LINE 1/2" EXPANSION JOINT I ( 8" CURB FACE
DIRECTION STRAIGHT EQUAL CURB m SEE
s.. --r-- GRADE
OF FLOW ��, FACES � NOTE
Q,P
v /2 EXPANSION JOINT
�G�`� F,{ Gvk STRAIGHT
�0 �,`• 5� R A1GN GRADE
• � JP R10Gti~ `,NE
STRAIGHT GRADE OR SEE NOTE 2
SEE SEE
NOTE 2 NOTE 2
TYPE A
6' VARIES 6'
12" 12"
RB FA
8 CU CE 8•' CURB FACE
4 1
I/2" EXPANSION JOINT I I 1/2"EXPANSION JOINT
STRAIGHT GRADE STRAIGHT GRADE
I EQUAL CURB
O� N! FACES
STRAIGHT GRADE '�Q�cyFr
SI%qr- RIDGE LINE
STRAIGHT GRADE OR SEE NOTE 2
SEE SEE
NOTE 2 NOTE 2
TYPE B
NOTES,
I. LOCAL DEPRESSION SHALL BE CONSTRUCTED OF CLASS B CONCRETE 8" THICK,
2. ELEVATIONS SHALL BE SHOWN ON CONSTRUCTION PLANS. THE OUTER EDGE OF
THE LOCAL DEPRESSION SHALL CONFORM TO FINISHED STREET SURFACE.
3. SPECIAL DETAILS GOVERNING THE CONSTRUCTION ON A VERTICAL CURVE SHALL
BE SHOWN ON CONSTRUCTION PLANS.
SAN BERNARDINO COUNTY ROAD DEPARTMENT
DATE: '.N C. 4-4-131
KEN A. MILLER LOCAL DEPRESSION 203
DIRECTOR OF'TRANSPORTATION B
REFER TO REV/SEG 0016 No. 1372 FOR
PROPOSED IMPROVEMENTS TO CALABASH
AVENUE & GREEN V/STA DRIVE
GREEN VISTA DR.
58
N W ,
Mz
10 1 <1
B. C. R.
BEGIN CURB RETURN
A.C.
ASPHAL TIC CONCRETE
I
ECR. R.
ENO CURB RETURN
[=:!
EX. DRAINAGE INLET
P. R. C.
POINT OF REVERSE CURVE
4,-K BROADLEAF TREE
LT
LEFT
14
;.,w
EX. PALM TREE
RT
R/GHT
__;....__..._._.._;{__.__; ._.._
EX. CHAIN LINK FENCE
CL
CENTERL/NE
EX/ST/NG BUILDING
EL Y, XIL Y
EASTERL Y, XIESTERL YI
"" . I ;.
F/RE HYDRANT
SL Y, NL.Y
SOUTHERL Y, NORTHERLY
EX/ST/NG CONCRETE
TC
TOP OF CURB
EX. ST. L/GHT
FL
FL OGI LINE
{ ;' ,Y
EX. 510L ALK
EP
EDGE OF PAVEMENT;-.
;�r,
EX. GIATER METER
P. G C.
PORTLAND CEMENT CONCRETE
wAlf,
EX. XYATER VAL VE
4
CONSTRUCTION NOTES & QUANTITIES
PLACE 3" AC OVER 12" 41/N. C01WPACTEO SO/L.......2, 530 TONS
O1 -
(SEE GENERAL NOTES FOR PAVMT STRI/CTURAL SECT/ON REOU/REMENIV
CONSTRUCT 6" CURB & GUTTER PER C/TY OF
FONT.4/VA STO. DETA/L No. 101 .................... . ................ 5,049 LF
3)-- CONSTRUCT 8" CURB & GUTTER PER CITY OF
FONTANA STD. DETA/L No. 101 ..................................... 1, 730 LF
CONSTRUCT 4' XI/DE S/OEGYALK PER 0/7Y OF
FONIA- NA STD. DETAIL No. 105A ................................. 17, 348 SF
CONSTRUCT 5' CROSS GUTTER (STD.) PER C/lY OF
FONTANA STD. DETA/L No. 104 .................................... 4,040 SF
6Q - CONSTRUCT RES/DENT/AL DR/VEGYAY PER C11Y OF
FONTANA STD. DETAIL No. 102 .................. (10, 032 SF) 114 EA
�J CONSTRUCT 7' CURB INLET STRUCTURE PER
TR. 15701 STORM DRAIN PLAN
8)-- CONSTRUCT CURB INLET STRUCTURE PER
TR. 15701-1/15701 STORM GRAIN PLAN & L OCAL DEPRESSION PER
SAN BERNARD/NO CO. RD. DEPT. STD. 2038, TYPE ;4 :...... 2 EA
�A -- CONSTRUCT CURB INLET STRUCTURE PER
TR. 15701-1/15701 STORM ORA/N PLAN & LOCAL DEPRESS/ON PER
SAN BERNAROINO CO. RD. DEPT. STD. 2038, TYPE B' ....... 2EA
PLACE STREET NAME S/GN PER C/1Y OF FONTANA
(TO BE INSTALLED gr 0/1Y FORCES) .. • ........................ • ....... 9 EA
�- CONSTRUCT R,41WPEO CURB RETURN PER C/TY OF
FONTANA STD. OE7A& No. 104,4 (6" TO 8" TRANS.) ....... 1 > EA
CONSTRUCT RAMPED CURB RETURN PER CITY OF
FONTANA STD. DETAIL No. 104A (6" ONL Y TRANS.) ......... 2 EA
REMOVE EX/ST/NG AC PAVEiGIENT PER REY/SED C/FONTAN.4 owoNo. 1372
2 - REiL10VE EX/ST/NG CURB & GUTTER
ADJUST SEXIER MANHOLE TO GRADE .................................. 1 EA
�(T06 y TrOLEO B �C T� W� MP ��....... 8 ��.
y l J
8--11VJ r,444 .4000 LUM /tV
L AI,4 S 41- X864.VJ1X117' /'ER sCE.vEM
,-A /--I/ AD/ i/1 iiry iry L-ACICUJL-Ait/o ii c- )
INTERIOR STREETS
N.T.S.
TI = 5.5
5PUBL/C UT/L/TY EASa1ENT(P. U. E.)
R/W R/W
50'
18' 18' .5 5'
8' 10' 10' 8'
'
z`_ q •0� 2.0% 2.09; c'�
oq, A. 0 290
GREEN VISTA DRIVE
N.T.S.
TI = 5.5
R/W R/W
60' -
T
7.5' 4.5 20' 20' 4.5 7.5'
2%,2, 0% 2__0! �.
��- 2 0
VINTAGE PLACE
N.T.S.
TI = 5.5
PROPOSED BL OCK R W
XYALL CONSTRUCTED 2 CLE,gR
& AS SHOW----- f�, ------- _.__ ._.
ON TRACT 15701 5.5' 4.5'.1201:._.. 0' I 1
GRAD LN./NG PAi ,'•
MIN.
NAS#i0��"Ya2i�i�e��kF%Eb3i�??9��c_ yr (S 1
EX/ST/NG /�GIPROVEiLfENTS --I
PHILADELPHIA ST.
N.T.S
LOOKING EASTERLY
ADD 10' FROM STA. 102+80.00
TO STA. 107+50.00
TO BE DONE AS PART OF
IMPROVEMENTS FOR THIS PROJECT.
PROPOSED BLOC/r XIALL
R/W R/W PER SEPARATE PERti!/T & SHOWN
_--------__________.____.___.__._----------.----------------------------- 120'- --- ----- -- ON STREET /MP. OXIGS.
tr. 13' _ 13' FOR MULBERRY AVE.
47 I 10 37 5.5' 7.5' C/TY OXYG No. 1142
14' 33, z 2 2' "� 14'
Op U cl� Da
......_..__. _� r 3L& k,`�t','§ �E*,t+s•.s. F-..+�'' `dxi�"ds K >�`"".3Si35$ 3Er -
EXIST/NG IMPROVEMENTS I-- PROPOSED
PROPOSED 8" CURB &
CB CATCH 69A SIN f'�'' EX. MAN HOLE ���'� STREET /MP. OXYGS. O
� MULBERRY AVE
ReV/5� /N4 E'T CM ORE'EN 1116 r4 / LOT 58 TRA/I EASE.
//VT' I REV. I DATE DESCRIPTION
�v r JLA. ,i FOR MULLBERRY AVE.
N.T.S C/7Y OXYG. No. 1142
LOOKING NORTHERLY
NQ 5339 * (EXISTING)
EXP. 6-30-99 STA. 100+00.00 TO STA. 107+49.68
C1y11.
0
FL-AN5 FREFAREL7 BY. CITY OF FONTANA, CALIFORNIA
EN6INEERIN65 # FLANNING * 5URVEYIN& OES/GNED BY.
6820 A1RP0R7- OR, RIVER510F,, GA, 82504 C -
TEL_: (9628)688-0241 FAX: (g0q)688-0588
ORAXIN BY
DATE:-"OliI r JCP
UNDE' THF_ 5WERV15ION OF
R.G.E. 53390 EXP6/.�o/gg CHECh'ED BY
APPR. DATE Y
TRACT No. 15701-1 15701 SCALE.•
1 - 40f
COVER SHEET DATE.•
STREET IMPROVEMENT PLANS 11/16/95
APPROVED.. *�`�: G +� 1J• �;�• 9J^ DXIG. No. 1
/?-c C/TY ENGINEER T C. E. 25126 DATE 272 S
File name: E:\DRAWING\FONTANNA\4774STR1