HomeMy WebLinkAboutRc St Improve Plans 393/1 Thru 397/1 393/1 394/1 395/1 396/1 397a/1 397/196;f1 397Af1 397�1
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SEVENTH STREET
-140. 9 3, 3 417d 99,14
t he shall assume sole and complete responsibilrty for job tite
SPECIAL NoTF FRom PRIvATE ENGINEER TO CONTRACTOR
Contractor agrees tha
the course of construction of this Project, includi,ig safe-tty of all persons',
Ing
conditions dur' orM
and property; th;-t ,his rLjuiremenr shall apply continuously and not be hmited to n 11
working hours; and that the Contractor shall defend, indemnify ind told the C*ner and
the Engineer J��,mless from any and all liability, real or alleged, in -oanection with the
performance af work on thir Project, excepting for liability zrisiq; from 'he sole neg
gence of the ("-�.nt:. or thc Engineer.
V,,es 91' -/- 44' 44' W/,c �-1-4�977737E all,V
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MALACH E_ AVENUE
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CITY OF RANCHO CUCAMONGA
STREET IMPROVEMENT PLAN
SEVENTH STREET
FROM 1339.24! TO 1008.00' iD-le 7.9-,�g
Vi(EST OF ARCHIBALD AVENUE
CITY ENGINEE R.E. NO, 23889
7
DESIbt4
LANDMARK CONSULTANTS
R&,Vf!DED
L.C.
902 WEST NIN*rH STREET
10�9_
SHEET
UPLAND, CA. 917ab
AVW N
L.C.
714 - 981- 5602
Z�4 R,C.F- e4938
OF _1
LUR
�CHECKED
DRWG, NO.
C;ly
DATE 9-17-8e --FILE No. 79-4
14293
73-40
L
t go X
I
30X
REDUCED PLANS
0 1 2 3
3 INCHES ON ORIGINAL PLAN—]
6em —
'A
tv
2r,
. I X,
EXISTING NORTH TOP OF CURB PROFILE
1225 KORTH
1225 NORTH —
",,—EXISTING SURFACE AT CENTERLINE PROFILE
1225 CENTERLINE
1225 CENTERLINE—
EXIZTING CAP LINE AT 13' SOUTH PROFILE��'
PROPOSED SOUTH TOP OF CURB PROFILE
2 9.
1225 SOUTH
IZ25 SOUTH —
EXISTING GROUND AT 3-31 SOUTH PROFILE
12+00 1.3400 14+00 15+00
PLAN SCALE
W
W
W "IQ
::�tor/^/6 IMP'ROVAME14r,
tvy
SAN BERNARDINO ROAD
Of 1. -
4, 14
12
W vAR,A-C.OVISRLA�4 (Vi N_
71-
z
,FREMOVE &REPLACE
Gxf_�T_ A6C. APPROCH-�
QD
L
i-rex-s.
_qJ
tAote' Bernove oil lnfer�erinq Q C"
tj LL
'd
BENCH MARK NO. 18-8
AT N.E�C. kE L LMAN AVE. & FOOTHI" BLVD.
131 E. OF HELLMAN AVE. & 30'N. OF
S FOOTHILL BLVD., IFD. DRIVE PIN WITH
C.S. TAG IN TOP OF CURB AT S.E.,C. OF
FLOOD CHANNEL.
ELIrmwtow 1203.,,-;24
PROFILE $CALEB
I"-= 2W KIORIZ.
I"= 4' VERT.
GENERAL NOTES
All work shall be done in accordance with this plan and the Standards
and Suecifications of the City of Rancho Cucamonga.
2. All pil?e lineR or substructures of any -_ �,id shown or not on this
1?ian within i�_, limits or this development or in adjacent- areas ieh!:�re
Dmprovement work is t-) be done shall be removed or relocated -as required
at no expense to tl,e <,ity of Rahcho Cucamonga. It %fill be the owner's
responsibility to notify all agencies concerndd.
3. A permit will be requirod from the City of Rancho Cucamonga priox to
ight of�qay.
any enm�oachment or construction within the Easements ot R
4. Adequate stnkes shall be set by the Engineer to en�Lble the Contractor
tQ construct -the work to the plan grades.
ni
IN
ESTIMATF
OF
QUANT[TiFS
07. 0
LF
8" curb & 24" gUtCer
see
SS F
Driveway approacli
340
LF
V,,. flt. curb oriv (at Dwl,,)
SITE 22'
c4
11
EIZ: 45KI-ST IMARIV--A-�Vrg 2P,-A rYER 4
VICINITY MAP MrS. L3
Contractor agrees that he shall assume -sole and complete, responsiSility f6t, job
site conditions during the course of construction of this Project, including safety of all
persons and �roperty; that this requirement shall apply continuously and not be limi-
ited te normal- working hours; and that the Contractor shall defend, indv mnify and
hold tl,.te Owner and the Engineer harmless from any and all liability, real,.-c alleged, TYPICAL SECT ION
in connecdon with the uerformance of work on this Project, excepting foe ilability
arising from the sole negligence of the Owner 6'r the Enginee r.
4.
1-19 D
ot
kl�� Lons . " . F�avem*.n
5.
E, 30
Sr
A.C. reitko I
1 S (I
S F
(3 tons A. C, r-rdaeefi,�-nt
CONSTRUCTION NOTES
Con3tr�uct V Curb & Gutter per Citv Standanl ITIo. '102.
construct Commercial Drive Approach per, Citv -�tandard 'In. irlt,
Remove ex!��.r A.C. �.Iav-�ment .
40 Construct 0,10' Type IC-AR-4000 A.C. Surf -ace 17our-e nvor J.2" 7%,11c
i5-AR-4000 A.C, base Course over comr)acte! native 'soil.
roms�. side-u-'=kPar 5fc1rcla'6 Ro. 3013
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
OF
SAN BERNARDINO ROAD
D.R. 80 — 07
,4PrRov,E.D By: CAT--.,
rz C- V � _R4.E'
CITY ENGIN R
OF-SIC-VED By REcomr=WDEP 5Y
.5,5E-7 ARrOW RVUM, Sr-O"O'
R4t,ACHO CUCAM0tJG,4,
VRAWW BY: -714-99o-IP-11 &4EST �4o
OF
CPECf<ED BY- DRAWING No.
110*111ETH INI, LINVILLE Rr_G RO-k:10 39q
IS, -11 - '40
IT
'!, X
30X
REDUCED PLANS
0 1 2-
;Gl�ES ON ORIGINAL PLAN-�
1310
,Zxis7' 7�-
-
NO
1310
I
h
,5xis� 7o,f Soulh
Cul-b -7
OENERAL NOTES
1. All work shall be done in aaeord-n
,qe with thesr� p144�;, th,, Lity of aancho
Cucamonga Standards and the Stanaard Spealficationj for Public Works
202tVon - current edition. Vo.1tractor shall be familiar with anOr
ilesponuible for adherance to the Standards mid Specifications.
2. All pipeiines or substructure* of any kind, telephone or powtr poles,
water meters, valves, fire hydrants eta. shown or not shown en these plans
within the right-of-way limits or in adjaeent areas ibere improvement
work is to be done shall be removed, relocated or proT=ted illplace a��
� -4 - cost to the City of H one Chr On -
131,3z
requ e
3- The res pans i,.Iil ity of adjusting manhole or valve euvers, paving repair
d5. se, 4S46'
and pavbig replacement in connection Kith sewer and water. ga�;, phone,
4
electric or other utility line installations Kill be the �Qsponsibility of
Exish SCs??rgC,-
the owner, and shall be accomplished in compliance with appurtenant
Ordinances and Standards.
W
4. Any contractor performing work on this project shall f aniliarize himself
with the site and shall be solely responsible for any damage to existing
0,807.1
facilities resulting directly or indirectly from his operations, whetner
r5e Vo,�b C,,,b ------
or not such facilities are shown on these plans.
Shading on street plane indicate A,C, pavement, determined by structural
sL�ction, to be it istalled,
6. A shall be obtained from the City of iiancho Cucamonga Engineeri
pe,-mit
+0 encroachment or constrziction with the CitJ of
err'.
2, 31 Depar',ment pr I
113, 1,' flancho %camonga easement or right-of-way. 131 U
C,-.W,7 .111�e
47.4&1
71 All requirtd stakes shall be set by the private EngirBer.
8. All curb and gutter, where grade is less than 0.40Y., shall be staked to' A
F_
�7e with 3' offsets at MY intervals. Place 3/4" dowel pins -�t all. expan-
Z,
sion jo' ..,4s.
f.0 az S
X At the completion of rough
9. The structural sections shown ar�� minimum. EXiS� SUr .7CL-,�V
grading, soils tests. including 'Y" values, shall be taken and a-uaterial
report shall be prepared by a qualified soils engineer. The report shall 0
contain �L Dropospd etructural section and shall be submitted to tile City
Engineer for his review and evaluation. Approvh.1 will be given when all
structural section requirements hays been met.
to /I
10. Sub -grade stakest driven +o the pavement sub -grade elevation, shall be set 1300
by the Contractor ,)r Engineer. The staker- shall be set at all hinge points, ov-1 does not include water sewer system and estimate of
edge of pavement points within 0.01 foot of sub -grade elevation and at not J -.Pi-
more tLan 50 foot -.intervals. Additional stakes may be needed at warped or quantities..
Corh vertical curve areas, sub -grade stakes shall be in place prior to paving 18. Street markers per City of Rancho Cucamonga Standard Number5,401 and
to permit spot checking of sub-LXade by :inspection personnel. 402 shall be constructad at each intersection.
11 . All sewer, water, electric, �;as phone or other utility lateralls, maina, or 19. city approval of plans I does not relieve the developer from responsibility
crossings shall be constructed prior to paving. and omission discoveredduring construction.
for thacorrection of errtr ubmitted to
Upon request the required plan revisions shall promptly s
6,vrld�?,re& 12. Compaction tests of embankment construction, trench backfill, compacting
original ground and all sub -grades shall be performed at no cost to the the City Eng�neerfor approval.
(Ii-Ly of Rancho Cucamonga. A writtenreport with these compaction tests
shall be submitted to the City Engineers for approval prior -to the place- 20. Work site and exterior,street6n taall be in a neat? clean, hazard free,
/Or surfacing. orderly states througho,# construction. Site shall be cleaned upon
ment of base materials and, request of the inspector.
iq At the completion of pavingo a materials report shall be submitted to 7 8
*1oo_z? 3t the ee. elon a/ rarier AV--,
o,,4 e " ;4ve.,
'6�-ass /0 C412, co"2c,
EleV.74�o,17
1310
10 12 13 . the City Engineer. Listing ail tests or determinations completed to
3 4
Ui
>
%J
819
0
M
04
�3_
JA
IRONWOOD
33' -1
TT
--di
101
77
p.76 7-ibk_
—A L
Z
Q
?93, d*15*P6" 4-1.",
0 75' 8*45-er' 39'&3'
5
6
@
/J: 64'
Ai
A2
TYPICAL SECTION
I RONWOOD AVENUE
/`=10* P.�ie
r= 41 vey�
1,9f-3.9� 74 /- Zasl A--wel -��e
verifyi , ra
,a) R-Valu�, sieve analysis and sand equivalent of aggregate base. ZI
StabillLy. oil. content and sieve analysis of asphalt surfacIng.
J4 When ashalt concrete is placed on native soil which consists of a rocky
Basel"ne
love,
E
A
I fa
material. The sub-graxle shall be prepared by removing all rocks which
VICII�JIT),' A4AP
protrude above the sul-grade and all voids or depressions shall be filled
/70 SC.91e
with a fine grade material of a quality better than the native material.
45- If the asphalt concrete is to be placed, on sub -grade, a soils sterilant
A.C. ax,.7 P.C.C. shall be uniformly
D
registered by the E.P.A. for use unde��
applied at the manufacturer's recommended rate for the full pavement.
Ld
width prior to paving.
4
z
16. Estimate of quantities is provided by the Engineer only for the convenience
thedeveloper, the contractor shall make his own determination of
5
Eir.
of
before a bid. Any item ofwork re-
c:� 71,y D,- wq. Mo, 9 77
constructionnuantities submitting
quired by theseplans which is not specifically listed inthe estimate
of quantities shall be considered as included in the other items of work.
,oe,- RA,1 gegB, ef�'iy
As
Re" IV,//
LLJ
W,
1�v
%
Igo e5l
He,-
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Ld
X
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X
ESTIMATE OUMTITZES
TEM
DESCRIPrION
04VANTITY
—UNIT
REMARKS
ArI16,
4560
Sf-
7ut-ner A venue
1166e
S.F
Z-.nPvood Avenue
-To—nSiruct eut-b -9rd Sulter 66 "c- t�
J-D 7
I.X .
pd,,- Sld Ah% 90e
4.
eonstrucl Corb end 6utfer e'l&'e.f.)
.304
L,F
5.
e0176tt-dCt Sib"-W.71K
3172
S.F
6.
Cansh-uct P.;r1<'M7y D�-ait?,
-
Ea.
P,,- S,rr. Alo. 507&
7
Cons�rvcl S,'d�ew.71Y wiM 6h; qh1no17a111h1c -L-A
S.
ReMOVe�M61 eel0e.7,Ae 1--h�Ot7e pOle -4
9.
Alernove Sit -eel B�-t-rA�de
E.R.
/0.
6 ve Alu Z; b le- Wa
3t5
�.F
/4
le,
Slree� 1_1,7h,�
400
01 y
1.31
A. C, Pyve�ndfn2' 0Ve?-1,V Wr;.7hle Ahic.67ess
E' k XCf
'J, M
f0vj yi, V
i!X)
4
TURNER AVENUE
IZ
1 �� z
5�� Z
Add ab-ee;� Z,.yh� ?,,--ev�:5& W.71� IdCa7'0�W73
---------------
A2
—n
'Qw --ate S.
y
TYPICAL SECTION
TURNER AVE.
scak-. rt/o, P-riz.
rg 4' Vert
A-evjee �zu,-.,7e,-,4ve� ro,- eha,,�yes J�7
&,rl,�qHr7g �r�nrc�veme,�ILS- -
5_2z1_8&
711119(
61�1
V,,:g& S/ee,-1 SeC7'AD-S
11-15--84
DESCRIPTION of REVISION
DATE
pRnl.,ED
JAP�
CIT Y of RANCHO CUCAMONG A
PLAN AND PROFILE OF
TURNER AVENUE — Welerlysye
IRONWOOD AVENUE
TRACT 1577
APPROVED BY DATE- 2-f-y—;
CITY ENG I NEER R.C.E. No,23889
DESIGN
L,C.
LAtIffiMARK CONSULTANT8
902 WEST NINTH STREET
UPLAND, CA. 91786
714 - 9 81- 6 60?-
0-1 -R,C,E 24838
TM E� D
—
DRAWN
L.c.
SHEET
OF
CHECKED
I
DRWC. I'll,
I -
995
DATL e-l&,el FILE NO.—,
REDUCED PLANS
0 1 P_ 5
1-3 INCHES ON ORIGIINAI� PJLANJ
int
1
20
.31-A
N HZIO
%N
4
D
3vd'
L
LIU
V
)J
1 1100
U�T
TLE
PROR
.z 0 VP
SCALES!
3 L N
S 1'14'�AJL. E I 4d
GENFRAL NOTES GENERAL NOTES(CONTINUED
AT COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE CONSTRUCTIONNOTES
I ALL WORK '.HALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF RANCHO CUCAMONGA STANDARDF A D SPECIFICATIONS. SAN BERNARDINO COUNTY ROAD DEPARTMEIIT LISTING ALL T�:ST OR DETERMtHATIONS COMPLETED TO VERIFY: CONSTRU;-T n 951 THICK A C, PAVEMENT PER STD 201
2� ALL PIPEL HES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METER VALVES, HYDRAN-.S, ETL,.
10" SHUWH OR NOT CHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS PROJECT, OR IN ADJACENT AREAS WHELE IMPROVEMENT V"'ORK
'ST TO THE CITY OF RA4 Aj R-VALUE, SIEVE ANALYS ADDSSAVD EQUIVALENT OF AGGREGATE BASES.
B STABILITY , OIL fONTEKTISAN IE E ANALYSIS OF ASPHALT SURFACING. CONSTRUCT P C C CURB AND GUTTER PER ST0,302.
L IV TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NOAt,,�S CHO CUCAMONGA.
IS PAVING REPAIR III) PAVING REPLAtEMENT IR CONNEPTION WITH IMPROVEMENTS
WIDE811 THICK P C C, DRIVEWAY APPROACH
THE RESkNSIBILITY OF ADJUSTING MANHOLE COVERS
WILL BE THE RESPOHSI31LITY Or THE PAVING CONTRACTOR AT THE COMPLETION. OF PAVING, AND SHALL BE -COMPLISHED WITH 13. WHEN ASPHALT CONCRETE IS PLACED ON NAT4VE SOIL WHIrli CONSISTS OF A -ROCKY MATER AL, THE SUBGRADE CONSTRUCT 35
I
C TY ORDINANCES SHALL BE PREPARED RY REMOVING ALL ROCKS PROTRUDE ABOVE THE SUBGRADE AND ALL VOII1,^1 OR PER STD 306
4. WHEN CURB DEPRHS�OHS ARE PROVIDED FOR DBIVEWAYS,-COM.PLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED Ih ACCORDANCE
7-,--, 0 DEPRESSIONS SHALL BE FILLED WITH A FINE GRAD�_') MATERIAL OF X QUALITY BETTER THAN THE NATIVE MATERIAL.
WITH COUNTY ROAD DEPARTMENT STANDARD DRAWING NO. 129 AND RELATED SPECIFICATION- 14, AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHA!L
A NY C ONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH, r
HE SITE AND Slij�LL BE SOLELY BE SUBMITTED BY THE TRACT ENGINEER TO THE SUBDIVISION SECTION 'OF THE. SAN BERNARDINr COUNTY ROAi
HIS OfERATIONS, PHETHER R
RESPONSIBLE FOR ANYDAMAGE TO EXISTI'IG FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM (�) IN5TALL REPLECTIVE MARKERS PER STO. 406,
DEPARTMENT FOR REVIEW AND EVALUATION. APPPOVAI Y;ILL BE GIVEN WHEN ALL STRUCTURAL T 0
OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. RE�UIREMENTS HAVE BEEN MET.
6. SHADINV ON STREET PLANS IADICATE� A.C. PAVEMENT TO BE INSTALLED. 15. GO TRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA AT LEAST TWO WORKING DAYS PRIOR TO COMPENCEMENT
41'$0 7, A PERHIT WILL BE REQUIRED FROM 'tafi SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACLMENT OR COIISTRUCTIOH OF WORY AT TELEPHONE 171 ','1 989-1851 �
T9z_1ej614 -141-16 WITHINTHE SAN BERNARDINO COLI?'(Y EASEMENTS OR RIGHTS OF WAY. 16 CITY APPROVAL OF PLANU DOES NOT RELIEVE THE DEVELOPER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
1=,ee71W oelre-'eT -ro 8� CITY APPROVAL DOES NOT INCLUDE ES.',IMATE OF QUANTITIES. ERROR AND OMISSIO.1 DISCOVERED DURING CONSTRUCTION. UPON PEQUEST THE REQUIRED PLAN REVISIONS SHI LL
9, ADEQUATE STAKES SHALL KE SET Bf 1dE ENGINEER TO ENABLE THE CONTRACTOR TO C0114TRUCT THE WORK 10 THE PLAII 3RACES.
j_GRADE ELEW.TION, SHALL BE SET BY THE CONTRACTOR Ii., 2HICINEER. TiiE BE PROMPTLY SUBMITTED TO THE CITY EKGINEER FOR APPROVAL.
10. SUB -GRADE STAKES, DRIV2N TP TAE PAVEMENT SUE -GRADE ELEVATION AI!D 17. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. LEGEND
STAKES SHALL BE SET AT ALL HEdIGE, EDGE OF PAVFMEHT AND CROWN ?DINTS WITHIN 0.01 FOOT OF SUB THECONTRACTOR SHA LLMAKE HIS OWN DETERIMINAT ION OFC ONSTRUC11ON QUANTITIES BEFORESUBMITTING A BID. A
_RVALS. SUB -GRADE 'NY ITEM OF WORK REQUIRED BY T�IESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF
AT NOT MORE THAN 5oFOOT ENT ADDITIONAL STAKES MAY BE NEEDED AT WAR PED OR VERTICAL CURVE AREAS.
41AW 0dCd1AJ D&7,41L STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB -GRADE BY INSPECTIO1 P_2RSONHEL. QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER !TEIIS OF WORK.
jj� COMPACTION. TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRPnES
SHALL BE ACCORDING TO COUNTY STANDARD �;pECIrNATIONS SECTION ]go. A WRITTEN REPORT WITH THE-F� COMPA,TIOh TESTS
'57G. lep 44 2, /0 let TMENT FOR APPROVAL, PRIOR TO
SHALLOE SU.MITTED TO THE CONTRACTS ADMINISTRATION D)VISION OF THE COUNTY ROAD DEPAR
PLACEMENT OF BASE V.-RIALS AND/OR SU,�;ACING.
INDICATES A.C. OVERLAV AND FEATHER.
V9, ID
�, v
A. T. & S.F. R.R. RIGHT OF WAY I kn INDICAT17.S A.C. PAVEMENT TO BE CONSTRUCTED.
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`77MATE OUANTITIES
TEM
DESrRIPT[Off
QUAWTi)
�74
W17'
REMARKS
i
A.G. FAVEMEIT 0 251 THICK
15
TONS
L. F.
9
81, P,C. CURB & 8jTTER
THICK P.C,C; GRIVEVAY APPRAACH
G69
S�F.
_U,
—ONLY-= C.F. VARIES 8' TO 0.11
44
3 —
L. F.
U.
AT DR:VEWAY
5
REFLECINE MARKERS
A. C. UVEtt 1- Y v mim.
704ri
S.F,
lAie-e.,
7
411 CRUSHED AGGRT.GATE BASE
3968
F,
-------
- -- -------
J
fli-9.
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
BENCH MARK Contractor agrees that he shall assume sole and cov�piete responsibility for job �'Ae
conditions during the course o� construction of this Project, including safety ef all persons
RANCHO CUCAMONGA BQiCH MARK NO. I I 9-A SB. CO. and property, that this requirement shall apply continuously and not be limited to normal
SURVEYOR'. BRASS,CA�,114 P 0 C END WALL fend, indemnify and hold the Owner and
'OF CUIVERTS 8 5 S S. 11AiL; 5qf HID it PA11T. working hours-, and that the Contractor shall de
EITH Sf. the Engineer harrrJess from any and all liability, real or allegei, in connection with th5c
ELEVATION: 1119.693 performance of work on this 1�roject, excepting for liability arising from the sole negli-
izence of the Owner or the Engineer,
CITY OF RAKNO CUCAMONGA
STREET IMPROVEMENT PLANS
EIGHTH STREET
FROM 4351 W/O TO 601 W10 ROCHESTER
AVE,
CITY EW31WER
1R.E. -40L 23869
DESIGN
P 114 0
ASSOCIATED ENGINEERS
316 EAST "E" C-REET
OATE
MARCH 1980_
"VN
ONT ARIO, CALIk")RNIA
SHEET
M, POW6;X11
714/98G-58t8
Or
1;1 ED
LAIL, R. C - E. N 0. 21814
FILE Ha 79-1-13
01
- NCIL
396
�tl I
- 7
REDIUCED PLANS
k3 INCHES ON ORIGINAL PLAN--j
)L 7\
GENERAL NOTES
11ORK SHALL 13E DONE IN ACqQRDII� 1 11111 %3111 PLANS, THE CITY OF
It
SUB -CRAVE STAKES, DRIVEN TO THE PAVEMENT SM-GRADE ELEVArION, SHALL
UTO PVCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC
BE SET BY THE CONTRACTOR OP. ENGINEER. THE 57-AXES SMALL 13E St. AT
:S CONSTRUCTION, CURRENT EDITION. CONTR;�-TOR SRh-,L BE FAMILIAR
ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WIT40 0.01 FOOT OF BOB -
I AND SMALL 13E RESPONSIBLE TO THESE STIN&RDS AND SPECIFICATIONS,
GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT IMERVALS. ADDITIONAL
STAKES MAY BE REQUIRED AT WARPED Bit VERTICAL CURVE AREAS, SUB -GRADES
PIPELINES OR SUBSTRUCTURES OF ANY KIND, TIlLEPHONE OR POWER POLES,
STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMI't SPOT CHECKING OF
:R METERS, VALVES, FIRE HYDRANTS, i�TC. SHOWN OR NOT SHOWN ON THESE
SUB -GRADE BY INSPECTION PERSONNEL.
is WiTHIN THE RIGHT OF WAY LIMITS OR IN AR-4%5 ArJACENT TO WHERE
LOVE14ENT WORK IS TO BE DONE SHALL BE RM, VELI, RALOCATED OR PROTECTED
11
ALL SEWER, WATER, ELECTRIC, GAS, PHONE OP
, OTHER UTILITY LATFRALS,
'LAC E AS REqUIREO AT NO COST TO THE CITY OF HAICHO CUCAMONGA.
MAINS, OR CROSSINGS NUALL SEE CONSTRUCTED PRIOR TO PAVING.
RESPONSIBILITY OF ADJUSTING MANHOLE OR VAT.VE COVERS, PAVI'AG REPAIR
IR
COMPAQTION TESTS OF a;BANKMENT CONSTRUCTION, TRENCH DACK-FILT,
PAVING REPLACEMENT IN CONNECTION WITH SEWER�JAND WATER, OAS, PHONE
COMPACTING OF ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED
!TRIC OR OTHER UTILITY LINES INSTALLATTONS VILL BE THE RESPONSIBILITY
AT NO COST TO THE Crrt OF RANCHO CUCAMONGA. A WRITTEN REPORT OF
rRE OWNER, AND SHALL BE ACCOMPL!:SHED IN COWILIANCE WITH APPURTENANT
THESE COMPATION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR
rNANCES AND STA14DARDS. r_
APPROVAT -'1111 TO THE PLACEMENT OF BASE 14ATERIALS AND�OR SURFACING.
CONTRACTOR PERFORMING WORK ON THIS PROJECT iiHALL FAMILIARIZE IM-
13
AT ri, 'PLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED
WITH THE SITE AND SHALL BE SOLELY RESPONSTBLE FOR ANY DAMAGE TO
TO 7 �TY ENGINEER LISTING ALL TESTS OR DETERMINATXONS COMPLETED
;T ING FACILITIES RESULTING DIRECTLY OR INDIF=TLY FROM HIS OPERATIONS
TO r SPY.
rgER OR NOT SUCH FACILITIES ARE SHOWN ON TH&IE PLAN..
(a) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OR
AGGREGATE BASE.
)ING ON STREEtPLANS INDICATE A.C. PAVE14ENT DETERMINED BY b-,!tnCTURAL
'(b) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF.
t ION TO BE INSrALLED.
ASPHALT SURFACING.
�RMIT SHALL BE CBTAINED FROM THE CITY OF RANCHO CUC".MGNGA ENGINEER-
14
WHEN XS!IHALT CONCRETE IS TO BE -!ACED ON NATIVE SOIL WHICH CONSISTS
DZ PART14ENT PRIOI� TO ANY E14CROACHMENT OR CUNSTWICT13N WITHIN A
Ci A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PRE?ARED BY REMOVING ALL
I OF RANCHO CUCAMJNGA EASEMENT OR RIGHT -OF -HAY.
COCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS AND DEPRESSIONS
SHALL BE FILLED WrT9 A FINE MATERIAL OF A OVALITY BETTER THAN THE
REQUIRED STAKES SKALL BE SET BY THE PRIVATE ENGINEER.
NATIVE MATERIAL.
CURB AND GUTTER, WHERE GRABS IS LESS THAN 0.40% Slti�LL BE SET WITH
15
IF THE ASPHALT CONCRETE IS TO RE PLACED ON SUB -GRADE, A SOILS
30T OFFSETS 12.5 PGDT INTERVALS. PLACE -,/4" DOWEL PINS AT
STERILANT REGISTERED BY THE E.B.A. FOR UNSE UNDER A.C. AND P.C.C.
�NSION JOI.._
SHALL RE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE
FOR THE FULL PAVEMENT WIDTH, PRIOR TO PAVING.
STRUCTURAL SECTIONS ARE SHOWN AS MlNlMljri. AT THE COMPLET1,014 OF
16
CITY APPROVAL DOES NOT INCLUDE ESTIM�11Z OF QUAKTITIES.
ON GRADING, ZOILS TEST, INCLUDING "R" VALtWS, SHALL BE TAKEN AUD
17
STREET MARKERS PER CITY OF RANCHO CUCMGNGA STANDARDS NO 401,&,402
4TERIAL REPORT SHALL BE TREPARED BY A QUALLIIED SOILS ENGINEER.
SHALL BE CONSTRUCTED AT EACH INTERSECTION.
REP RT SHALL CONTAIN A PROPOSED STRUCTURAL S.:ION AND SHALL BE
MXTTED TO THE CITY ENGINEER FOR HIS REVIEW AND 'AVALUATION,
18
CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM -RESPONSTBIL-
ROVAL WILL BE GIVEN WHrN ALI, STRUCTURAL SECTION REQUIREMENTS
ITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 71"-,ING CONSTR-
F BEEN MET.
UCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL dE PROPERLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
19
WORK SITE AND EXTE11.1011 STREETS SHM-1, BE KEPT IN A MEAT, CLEAN, HAZARD
FREE ANE rRDERLY 1jTATE THROUGHOUT CONSTRUCTION. SITE SMALL BE CLEANED
UPON RE�VJEST Ot INSPECTOR.
ESTIMATE OF QUANTITIES
Curb FA gutter 113 LF
Sidewalk 48C Sq ft
Paving(O.30 &Pose 1950* Sqft
Drive way 140 S q ft
Drive way removal 125 Sq ft
Header removal 100 L , F,
Excavation 10 Cuydst
BEEXH MARK 13
Chiz 0 in North,3nd of curb
retorn N,E corn.er of Feron
Blvd. 5 Archibald Ave.
Elev 1115,025
0
0
a)
a, CID LLj
z LLJ
ni 0 D,
............... ..........
A�
Scale I"= 10' Cn
TC 13.15
===�T; 13" 19
<, 70
"p,
49" "t TC 13-22
110, Scale I"z10
2
z
cc
C3 _(D D_ Catch basin z
TC I (n -6 Ex,,'sling A.C. Favl'ng
13.01 2 .
0
101.22 NOO*23
ai�
C13.22 -Do 4" Orain Variesl
Remove
SIG 12-�EM52 O.C. pipe
U, Existing eo. 5' sting Drivewny
I Driveway FH Exi
GO (480 Sq ft)
D 6"
CL 0 Const 6' �l CC . Sidewol* 5* 30�9:
OLIVE TREE U) 0
L - -- � � � �— �,
�N 0
1_ \ _ -
sto 134-77 68 0 C�
WP joul place Curb Sgulter N DO- 07 22" W
"0
I 0�il I*Allff"Ii"41 A
rz to match e xis lin a. Lo
(22 LF)
Lot B I Wide
to Radial N81001'06"E
664�O 8 N 00* 07'22"W
S 89"46'31"E Radial IN 7913S'04!E
-01 W A_ ---ARCHIBALD AVENUE
FERON BOULEVARD ej
61
Slope 1/4" Ft. e
4" PCC SIDEWALK. 30X
77 =1711'
SEE DWG 397 /3 1 -------- =_� Description of revision Dole Aomved
REDUCED PLANS
lie 7
FOR PROFILE SEC A -A CITY OF RANCHO CUCAMONGA 0
// 1. 1 — 2.
Existing C a G
L__ PLAN D.G 81-34 1-3 INCHES ON ORIGINAL PLA-M
5 AR,CHIBALD AVENUE 81 FERCIN BLVD
P M 1 8 ON B 14 /5 6
7-G' F/e V. 0.10, Level line A - . . 1. 1 r I I I
APPROVED B . Y Date
8" C F. N
CITY ENGINEE R.C.E
. V RE001
D. E S I G N AMEND5D
d, pt c �ord Newton Inc.
J, R.N JRic.
DRAWN 62 4 West I st 10ntorio 9 1762
Caln ph (714) 986 8707
-J-0f
SEC B B E.S
Cnecked _R C E 22 8 7 7 DrowiN no
SEE 3TO :02 SEE STD 306 1 - I n�,. 4-4-152 Fitt no ---I 3S7-A
+
111 1� 43 111 -1, �
N 45 d% a M N 4
+ Z
+ - — — -------
1120
F-94 =I L
N all) + v
tZ 0) 1 t w + 4-6.91
43 +
t rd
+
44 '�'4 '6/+
1120
1120
F-
+
Q.
7 im F�L X-6LJTTSF--
L1.TLj.1?-1,r=". T16, I- a5 Y�
L-op-G:, ±
+ -Zr:�
EZy-,A:!5 r.
to
IL
4
1120
:1120
4/14
PROFILE
SCALE:
I"--4d Horizontal
16 17 18 19
13 14
I" Vertical
9 10 e-
CURB CURVE DATA
F-- 50.00
?6711 (D &- 90* 1-7'35" AY�v
L-- 4:7,2B
-r- 50AE5 E.XIST, T'P-7- 600NTY
FUTURE CON STRUCT 10N-�-���
we5,1ZT" 9/w
V
Z -t-,Aw e-uT X-610,17TSM'
17 18
12 13 eq-49i 29"w 14 15 SrREET 16
A11NrH ------------- -- I
CLx� A 10,
-7 7
---�Sx c;r. E-=L3C-nLyF'rL t. SOUTP F-/W L 17+ -96.'31 JOIN C�.XtST.
2 7-M (T,�-E3.95�)cFl
TO
I;Z/w -'R -Q
'X 16
2o'
tA L ad -il
Wei If curb to west is not constructed, TY c —rr'L j M P ,I -F?!f 2 1, 2 r,'
provide oDeninq in curb and -1
J pro videt IV, difich on site to U.
IL + -40
+ drain to south. Provide drainage
9 easement to City of, Rancho Ul I "'J"
PLAN T
Cucamonga-__ �D-
4,
Scale I"= 40' 4
1 7
F3TIMATE OF QUANTITIES Q,
GENERAL NOTES
9 THE STRUCTURAL SECTIONS SROWN ARE MINIMUM. -AT THE COMPLETION OF -TITY
Q01,4'-N
R;UG1. ALL WORK SELILL BE DONE TIT ACCORDAITCE V'ITIH T-,IESE PLAITSi THE CITZ OF RA17CRO `2UC;L-*Or'.;A STANDARDS
H GRADING, SOILS TEST, INCLUDING "R" VALUES, SHALL BE TAXEN AND '30 �F� 34G L.-F.
A MATERIAL REPORT SITALT, BE PREPARED BY A QUALI-�IED SOILS ENGINEER. ATITD THE STANDIARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- CURRENT EDITION. CONTR-t�CTOR
THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION i�,ND SHALL BE SHALL BE FA1,1ILI:AR WITF. AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPEC- -36 4-167?- L,'F.
SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. IFICATIONS. 308 e54-4- 1--X;?. P-r.
APPROVAL WILL,SL GIVEN WHEN ZLL STRUCTURAL SECTION REQUIREMENTS vo, 04,0 F=T. VICINITY JMAP
HAVE BEEN MET., 2. ALL PIPELINES OR SUBSTRUCTURES 02 AN71 I.=D, TELEPHOEE OR POWER POLES, WATER MET-RS, VALVES,
THIS NOTE ALSO APPEARS ON SHEET 4 of 6. FIRE HYDRANTS, ETD. P---,'N OR NOT SHOWN ON THESE PLhNS WITHIN THE RIGHT -OF -WAY LIZ14ITS OR IN
ADJACENT AREAS WHER) -VEMENT WORK IS TO BE DONE SHALL BE REMIOVED, RELOCATED OR PROTECTED 6 0
IN 21-10-B AS REQUIn' 1,0ZOST TO THE CITY OF RANCHO CUCAMONGA. 7.
Ff ooO SQ. F-17-
-57 . ?- 9, 1 DESCRIPTION OF REVISION, DATE
3. THE RESPONSIBILITY OF V,: UST."11G MANHOLE OR VALVE COVERS, PA'\,rlNr.' REPAIR AND P-AIING RE2LAC�-,'111ENT -rr=AA,'P0E-A9y -
IN CONNECTION :17ITH SEWER 1 :10 WATERI GAS, PHONE, ELECTRIC OR. O'iV-,R UTILITY LINE INSTALLATIONS 97-60N 07 L- - T-- -
WITH APPURT- 10. CIIIN-re-A CITY OF RANCHO CUCAMONGA
WILL BE THE REtSPONS IBLITY OF TIM OWNER, AND SHALL BE ACCOrTLIS'- ED IN COI MPLIANCE
eu-r To e-LI=-AI,1 I '61-011E V.&.RIF--- ENANT ORDINANCES AND STANDARDS. W-w �. W��O'
�STRAIL-jAT EDISE Xr 4.13 AITZ' CONTRACTOR PERFORKIlTa WORI� ON TIT!- T'RO,-jECT SKALL FAI-InIARIZE HIKSELr I'VITI-1 THE SITE AND ID, 'PLAN AND PROFILE
SMiLTj BE SOLELY RESONSIBLE FOR ANY DAtAAGE, TO EXIST='TG FACILITIES RESULTILIG DIRECTV�, O.-k IN- it. lao Lj=
DIRECTL7.2' FROM. ZIS OPERATIOSS, WHETHER OR 110T SUCH FACILrfIES ARE SHOWN ON THESE PLANS. F1IFr=:7 NINTH STREET
4' JZ. 5rl�� C- Ak.
VAP-IE-- 0,52 -0.6 2- 1 3 5. SF -AD 'BY BETWEEN HELLMAN AVE. a ARCHIBALD AVE.
-MC- ON STREET PLANS INDT04TE, A.C. PAVE�T-NT, DETEIU41NED STRUCTURAL SECTION TO BE )m
I'a �
LANJ;=_ q SMLLI��.�, DV-At�,A 529 Lv--. P. M. 4511
14, 5I2-=TTL-It,16j
6. A ��ERNIT Sr�'�.LL BE OBTAINED FROM THE CITY OF RANCHO CUCAMOXGF� ENGINEERING DEPA11TILIE11n., TO APPROVED BY DAT E
1, OoO L- IF::.
1�. C.V-kAIt-1 L-IMY- R.C.E. No. 23889
ENCRO21ACII14MIT OR CONSTRUCTION WITHIN` A CITY OF RMTCHO CUCAI,'ONCA EASKIENT OR CITY ENGINEERQ ?Ztv
16 Street lights 9500 Lumen (ARCHIBALD AVENUE) To be located by City of RO. Each RECOMMENDEF1
17 Street lights 5800 Lumen H.RSV. 4 2 a 6 DESION
7. �LL REQUIRED S5.AKES SHALL BE SET BY THE PRIVATE ENGINEER. J. RICHARD NEWTON
o.-3o ==�i 6z4 Wes"I'St., Ontario, CA. 91752
I e,0K-.5T. S. ALL CURB AND GUTTERt WHERE t.RADE IS LESS THAN 0.40%, SHALL BE STARED WITH 3' OFFSETS AT L2.51 DRAWN Ph. ( 714) 986- 8707 SHEET
* c5lu-r-rrnizz I,
ao=- :5IL3TT`SK Ij�TKRV7-Z,1% PLACE 3/4" DOIREL PINS, AT ALL EXPANSION �7171=73. OF
-aa,-, R.UE. 22877 DRAWING NO,
TYPICAL SECTI 0' t 4 7HECKFi) Robert A. ' Bebensee 397
DATEIA-Al -PILE NO.— --
NT'D ON SHT. 4 OF 6
CO
30X
REDUCED PLANS
0
�-3 INCHES' ON ORIGIN'AL PLAN-1
-A