HomeMy WebLinkAboutRc St Improve Plans 320/1 Thru 320a/3 320/1 320/2 320/3 320a/1 320a/2 320a/31.1�:, 12 C St Improve 1?lans`
U.
320/1. 20%2 3 20/3
NORTHWEST CORNER OF WEST WINGWALL AT
NORTHEAST CORNER 8TH ST a TURNER AVE. ED., C, ON C,
IVA IL IN CHIS "0,' 23 NO,'?-rH OF � 8TH ST 12 EAST OF 3-F
OF TURNER AVE., 44.5' SOUTH OF THE SOUfli RAIL OF
MAINLINE TRACTS a 2 BELOW TRACTS,
ELEV. 1110.057
/001 1/c I
68"p# JOO' vc
r4
IN
t A
-�A , � V
117ON
_---Exist. Grourd —
N'
Q3 -LY- -0,40%
-cr
0.4 0 % top of North Curb—/
/00' vc /001 Vic
1 00% ?1, 68.50 P/ - 6 7.50
q , *'-, ---
�'4
�j
.50' Vic
Pl-- G7,'fO
m ko 0 (Z)
\0
N
kv
'!60 N
1170
+0.40%
4-- F -1 's" 48" DRAIN TO BE INETALLED
F S�-j ---
BY FLOOD CONTROL Dl,�TRICT
AC PROJECT
/00' vc
ffo, vc.
to 7 -34
Exist. Ground at Fdture S'1y Rlw
1160 ca
It 11
//70S
�!turg Top of North Cqrb OAON.
—Ia
ca 0'.
C.l
Q1'z ,
?
FIN
PROFILESCALE
HORIZ. I"= 40' 1 /0( vc
11' 44
1160S 0 6
GENERAL NOTES
.411 Work -5/7o// ae 4)o,?e in �fricf ift-w7formanc& Wj7l,- 717--
CZ11-1-e172' C/ly C)" r?CV,-C170 C-LICCer, 0" rdr
%Q
i;?� IVO 1'0i/efn4L-r7,' be C0170-frzlc-leci I-llzi'lll 411 1-1170'k9r
le 4/ of T
-�5.0 / a
Hove Oeelp I25rla, 7-e---1e--, 4c�orov--cl
Work 0/7 71-Mg I�rojecf-617all
A17
PARCEL .5 V P..;�' E. L 6 1"5mi/icrize W, 7W 1he.5ile-- 4-7ol �5�o// Be 061e�v
it
LQ
th -or.417_v Z:)(:Y1770qC 4015XI-01717_9 1-0C111114---
'j, Dzr-vcf�y ev-
�"17e?A,�ev- 017cwr7 0/7 7-17ese- .1z'./cnr7s or /�Iot.
4 4. All 06--tr,,�ctlon-- WiM,,,:,7 7/-7c 4�-e--cd yLo Be
75 5e-- 0,- 1?e10C07%:Fd By 717el,- Re-apoctlivee-
PLAN SCALE-71'�-40" ;ro 7,1,,-- 6'liy' �F�
.?4.51 /0' 300,41'
A, 'N'
el 05 1-11"01111, Z //7e, Z-oco,"lon—e W&r-&- 72-�A--" Az7cl
6 We�-c- Mot Z.ocahvcl In tlz�-
-------------- to. -5ewer- lWalMoles- Ano' Wbi"er L,blv�- Cove--ns� Are 7o
7b
y r
777-11,7`7' e�,(,'(TH T
71
it -3 .4n 7o ae-- Ao 4ccor;a1cvr7ce
Fma/ c�bvcrl?e,?� Hec;,'Iorm
S1 71 ZZ, ZLL—L—� Wi,,117 7/7-- -5611.-� Reocv-1 a Ap'r :�' /w c'
Irl
(in _y, 171 rZ21 C.
'Pit , ve. Exl.F'.4C �17ciwv.� 1;-bicbei=
---w IrNQFX MAP
SCAL E.- 1" 200'
Zt
"5EE P
30' -1 1/** A A Arn A If --A
/"'/'rV nC' 0 A A ll%LJn
4.0
CONSTRUCTION NOTER)
01— CONST ON2-65'CA.B. PER SOILS REPORT
>1
-L32:4�i
(?)—CONST. 8 " P.C.C. CURB AND 18" GUTTER PER STD. DWG. NO. 303
(F,—CONST. PC.C. DRIVE APPROACH PER STD. DWG. NO. 306
@—POWER POLE TO BE RELOCATED BY OTHERS
0 0
T"t'PICAL, SECTION
-r
SIXTH STREEII
sm o+ 6e:t 'i-c. sm 6+ t3±
NO SC,41 E
U�lj
ARROW
IZE
HWY
Aj. 61 a r.
f-SITE
A, R,
—it-
EIGHTH
Sr
Uj
6w
SIXTH
U
ST
FOURTH
�ST.
VICINITY MAP
NO SCALE
PLAN AND PROFILE OF STREET IMPROVEMENTS IN
SIXTH STREET
FROM TURNER AVE. TO 6450--
P M. 5499
CITY ENGINEER a. 44!!�L - DATE��O
DESIGNED
R. N. M.
GEORGE H. MIM MACK
CONSULTOYIS CIVIL ENGINEER
DATE
DRAMV
M. S,
SHEET
-J— OF -3
214 S� EUCLID AVE.
ONTARD, CA. 91761
CHECKED
DRWG, NO.
I R.C,E. 9399 DATF
I- -,- 13-2-0--
K
30X
REDUCED PLANS
0 1 2- 3
Iki.111,11111 -L-U 1 1 1
I J-L�
k3 INCHES ON ORIGINAL �LAN-�
AIN,
40% 7c� c:i f 1'"ZILI.-e Ozzl-b N
rr)
1170 W
/0 74 1.7/
Q) 101
qj k� qj Vol
nj A
P/ 0
�4.C. 45' 0- 7 4-5 %
J
1.40% CR
IjO% --- )
1170
.4t 0
%
* AIt �zp -F,0�2jt`are Ho_-yl Curb
y /?/W 1.40%
/00, vc
pl 140%
J! 10 0/4
1170 E U t< L9
%
LN I �i ((IN
PROFILE SCALES
Z Irn d P/7C7--_- I
HORIZ. 1 40'
VERT, I "= 4'
2 4 5 6 7 a
PLAN SCALE. I"= 40' 134�LF--L1m17La -f Work
1-11 /-", -54-9-9, P17.1S-1 Z
-h
N It -
141z,
vv V's
to
it Z-71 7
S
3 7
TURNER 'W01&,- /-//7& 7 6-170-6C —AVENUE -
rrr� 7�==
PC C r_��0971705-1 /0 R,1-1770vew�
c
00- 70
(A
lara. ze 01.59. 7-d 1 5 1
0 0 7 43. 8 CR 6
0108
CB h?-- 7- Q4 7-4 CB. R-- -r A -A C8. R-fT D.4 T4
z
0- A= 69"_54'17" ? _4 - _90
;1 rr, PA R
)44' 1 R=3C--00'
I Z_ - �50_15�5'
Z- � -5 ro `j: PA R. 5 PA R. 4 T ' 3 0- 00'
7-- 3_T� 73 1 71 18] 7 cn 7-= 30.00,
S-EIE aHHHT SIE5 S/- 7.3
1�p
SIXTH STREET 5a, LE M
SHARON CIRC
-dalher 1oTb1n 06
0.
z i1_7e__ 0
Level
I,& ls-�44,c. .45 5',;
Cons f.,4 C, 0 verlay
0.0
Z-evo/ 11br Di_-po_-ihb,7 of FCC
Se& �-174-el 3 of ��h=&
cap (0, /�cc X- OL" lee per Ala
or (9'Curb 149"Cidier (o� 3 CR
c1ty NO.
ti 2 TYPICAL SECTION --PHASE I
TURNER AVENUE
4�_
----------
------ STA. 4 +30 4.5 - 5 +10.5
HORIZ. I" - 10'
TYPICAL SECTION- PHASE 11 SCALES: VERT. I" z 2'
TURNER AVENUE
STA. 0+51.61- 7+39.45
CPAI �c� HORIZ. I"z 10'
0
1170 W
1170 �
1170 E
CORNER OF WEST WINGM
7�9C NE 8 T�R 1p
3 N 9,R TTH" T't' at TH�
tE SOU
F�A 4 4.5 r(?F THE S C
CKS a 2 BE W TRA CKS.
ELEV 1110.057
t
T
I. CONC.
TOFt
RA IL
CONSTRUCTION NOTES
CONSr 0-35A. C. PAVEMENT ONO.651C.A,6. PER SOILS RtFiOpr
CONST. 8" PC.C. CURB AND 18" GUTTER PER CITY STD. NO. 115
CONST. 6' WIDE PC.C. CROSS Gu-rTER PER CITY STD. NO. 119
COM�-_ PCC. DRIVE APPROACH,Wz21d) PER CITY STD. NO. 129
INSTALL STREET NXv1E SJqN PER CITY STD. NO.
06- INSTALL STOP SIGN PER CITY STD. NO.
(2)-ADJUST S.M.H. TO GRADE
(A�-ADJUST WATER VALVE 1-0 GRADE
@�--coivsr. VARIABLE (I"MOV.) A.C. OVERLAY
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE OF STREET IMPROVEMENTS IN
TURNER AVENUE
FROMSIXTHST. TO STA.7+40t
PARCELMAP NO. 5499
CITY &NGINEER R.C.E. 23899
DESIGN GEORGE H, MMMACK DATE
R. N. M. CONSULTING CIVIL ENGINEER -
214 SOUTH EUCLID AVENUE
DRAWN ONTARIO, CA, 91761 SHEET
M. S. 2 OF___3
CHECKED DRWG, NO,
CITY A 7
n A, e� . _()
x
30x
REDUCED PLANS
0 1 2- 5
k-3 INCHES ON ORIGINAL P"ANI
h-
"Ag - ro 0-9
jna a Cal O'g, vc
k N N
(Nil
Al Vv ;4?IW
00 % 0.50%
rc)p .16, 1410 v r-
w 107ORt,
108,0- -1080 10 7 0 R." J4
ffo* vc
1� %(3
M v
z k � -v ��
11 culobtyl"'v of Ectsi, wall Ex,�g,-Anq 04CZ1170' �4 --q �j �9,
3
-----------------
Tan. Gr -0.80%
0.50%
0 0-9, vc
1.40- 2.94%1-
ESTIMATE OF QUANTITIES
In
1070- 1)�Y -1370 10 70,.� -W 00 �JN ffo, vc ta 1070i-
44 11 1c, �-z
(PHASE I ONLY) l-L - 9 0.9 41J
(p N
(340 #7 TONS) 18, 704 S. F. 0.3'A.C. PAVEMENT N
C3 � N rn k9
0.6-THICK CA.B.
18,704 S. F. 41 &.!5y -A?
'y 1W
.5,750 S. F. I" MIN. A.C. OVERLAY Ti
1,140 S.F PC.C. DRIVE APPROACH
(6 EA.) m 3)
975 SX RC.C. CROSS GUTTER AND SPANDREL
2
823 L.F 8" PC.C. CURB AND GUTTER
Lv -11rq`
(y 4
'17
2 EA. ADJUS" S.M.H. TO GPADE - 0,50%
4 EA. ADJUST W.V. TO GRADE
9-�10/0
f EA. INSTALL 57REETNAME SIGN `HT FOR EAST CHANNEL WALL
PROFILE OF C' TOFF HEIG, -
a EA. W-21 REFLECTOR -1060 10701-- 2 6w 10701-,,
.30 L.F 4'HIGH CHAIN LINK FENCE 1060- 7-op oF /9-ppc>--ec,/ -!56ulb Cal-�6
134 L.F 8" THICK P.C.C. CAP ON EX,'S T CHANNEL
8 L.F 8" C.MR DRAIN PROFILE SCALE
HORIZ. 1"-40'
VERT I"z; 4
PROFILE SCALE
HORIZ. I"= 40'
VERT. 1 4'
5 6 0 4
3 4
Ins;tri'll W-01 C 4/,9�a 04 7.4 CONSTRUCTION NOTES
77-e /b ll-emlye�- 4'High Ch. Lk, /2r/7c e Z = /ff -00'049' ff)
to --Xiot 0— C017-S 7�1-41CIIO- 3,21 C '% Vl--177d-o-71' 047 0- 6
4F - /0 7 190'
19.�l 1--'CZ4-b M01701MIMC C) 0-5 ?/" "�8. oc7e/-,s0//-6 Re-�porl
will? .1-CC �61cyb, 7.,i--�, io 4011 1 164111 1 113 k9 ---001- - -ZJCt -6uller
@ cg"Cllrb CX17d A3
ly 0� I
.510p -�Igl,'7 per C/6,1
Ci
_/y -!5 tcl. /Vo,
PA R. N
OtcZ No. 402.
f :5,-f,3�40 fCR -la.5tall A1017-7 S�Fr2 19C- CItY
SAd. IVO.401240za
e4
L4
'�Y'
77 d
�51 -5it,9-5 0- D..4 vvlv-30"
SECTION A -A PCC CURB BARRIER
-yl Q) Z� -5/- V-,
0 NO SCALE
;fro, 144� 00' PAR. NO. 2
$ 'I -n + wc.
00-90 cb.stce. -
TV
8"cz.�rbz; 0 00 E� 4 1 7-r-4<9 IV 7�d
or 61 Wld-- /?(:�C. C�los--5 r-aller IV .0to. A4.0.C.
-3 71-90.0--5 E
7ap a;P
1'117/17 CT17rOUg,7
761
,�D eX"_t. C,,"""l W A ver/o AL57
SHARON �113-,Llo
g4g CIRCLE
0 -lXL5T A C Pv/wr c 0 -y --7 -- - I I . PAR. NO. 3
" "",- r- "' �v
4. E V--L. LINE
Z�?.4. W=%.30'
V.4RIE-5 :3.4x
Qr- 'pev
M'.
4 C lc�VMf
F
fit
CLIH49 Z�WTX
171711; M116
0 /0, 00' 00"
-5
rp�� " . 11 (N)
3 I�ThicA -CC Cop -410- Scg, �s
Prop. /0 Woter Lil7c —
PLAN SCALE: l"=4—f
CLIRB D4rA, 60.00,
0 14 PAR. NO. 4
Q
R g 107 0,9-
A= /5,00,00,
--Xk6t LnC417t7,nd 00 1z"
OLO. l-'o
BENCH MARK NO, III -A
T- 14.0.5 q WINGWALL AT
NORTHWEST CORNER OF WEST
r? 0", NORTHEAST CORNER STH ST a TURNER AVE. FO. C ON C
> -5E-- �5HT I hk 8TH. ST 12' EAST OF 0
7., 'rap -7.5�4a C,11017,17--la_
-CC COP
NAIL IN CHIS C , 23'NORTH OF
Xe -74.48 &13-9.46 61el �j OFTURNER AVE., 44.5 SOUTH OF THE SOUTH RAIL
(r-lexisr�*w7g. Z�l �
TYPICAL. SECTION 0 -4 , TRACKS 8 2' BELOW TRACKS.
F MAINLINE
cr
ELEV. 1110.0557
TUR NER A VENUE - - PHA SE I ud wib�
STA. 4+05,48 TO 5*39.48 z W---/
0: CITY OF RANCHO CUCAMONGA
SCALE: 1" 4'
0. 5�3, 155110) E17ol Curb Con-ot.
�*,d Z3ctr-!5 /0-0.c. '190 :5, e0l eo PLAN AND PROFILE OF STREET WPROVEMENTS IN
/Z"F= corb .1A.
evel
�q
SHARON CIRCLE
EAST OF TURNER AVENUE
7-ran�- 0
a3/4', IT CZA.13- clirb 1//7%�
0z A�wl LeV�- Line RCEL MAP NO. 5499
A� -'9�5 �gpumlnel CIA PA
J CCIMP47
Im C7-
:ffro 0 ov:.65C,�b w"y-
W_17XI--t. IFCC. C17017171el WOR --7�:1
's DATE
Z. TPANSiTION DETAIL AT CB. RET'S ? CITY GINj 5899
0-4 -YPICAL SECTION DESIGN DATE
SCAL-r 1" 10' �--ExesI.ChOlMei W011 7 APVD. RE V1�5 I OA(S GEORGE H. M14Y MACK
01 For ac(ditional informchan,5ec Cal. rn ae, SOUTH EUCl-10 AVENUE
6-71-e (1975)
SHEET
TA.0f68 TO STA,2+Os ONTARIO, CA, 91761
618o DRAWN
PC.C. CAP DETAIL 1 1"C.M.P DRAIN -3— OF-
Cl I k DRWG- No.
-ILE 4' No Scole CHECKED /jL
%
7
lwax Z:�--Vsity (5�01 R�C, E, 93 9 9 DATE _j -4
0 X
0 1 ?— I
Pll, lilt lil it Lj-l--.j I
k-3 INCHES ON ORIGINAL PLANA
7-U RN9P
VE.
el4ee C, 4, 9. 7'1
p�qX 074 177at. L�e�IWIII.
1, rw. )
ell
01-IA N N K L
OURS
__41 C7*y,-,)1 W-�e earl LIN
10,misi.)
r ....... e earg 77,
.7,7��
G Car
-.40 C 5101c:1
-OR
.0. M to a, C.
"PM SS
-0, C,
i1D /e
(60/h waeys)
al..
gee Col 7ran5 51d. Dog.
0-470 0981,;,
NO-E-
.CONCRETE C.44P ��E_TAIL NOTIFICA5710NOF THE INTENT TO CONSTRUCT
IV07- 7-0 e�0,4L,� WITHIN THE CPANNEL MUST BE MADE AT LEAST
96-FlOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
C11INr) BASIN MUNICIPAL WATER DISTRICT
P.O� BOX #697
8555 ARCHIBALD AVENUE
CUCAMONGA, CALIF. 91730
MR. DON PETERS (7141 997-1712
ULTIMA TE
NORTH 44' 30- E'I P SOU TH I 11/W
3Z' IRI � ILI __231
3' a, 81 a, a, 8. 81
NEI 81 to
EX157 EXIS 7: 7
GROUND LIA41T GRC'UND GRCUAD
EXIST JF-1�' I I t
IMPROVEMENT VARIES 0 to,
OVER' y VARIES
010 7-0 0. -il. vll LE"EL O/0'TO 0. 771 -7 p 2:1
LINE 0.3 SLOPE TO
�:'�.OPE VARIES 6 EX I S TIN G
0. 31% TO 162% 34*
__ d__ �P_ - 0.08" SZ-3.;I 0.�34 o /r.' 008, 0.081, 0.13' GROUND
4EVE4. I, N, I
L
EXIlzr A.0 3
PA VE44E�V T 7
FUrURE STRE<1T 2
IA4PROVEA1EA/TS 4
NOTE: ExisTlNc, PAVEMENT AND OVEreLAV CUT AND REMOVE UPP,5r�
IJEAT` OF 9- /_S TO 8E REMOVEn I&INEN STIZEET FORT710i\15 OF CRANNE1 KIA4LS.
JUPROVEAfENT'S 90MMrAICE 6A/ PEST ZIDE 'OF EXIST CONC. -
OF 77URNER AVSNUE. rHANNEL
t-KPICAL SECTION
rURNER A VENUE
37A, 14166-50-16�13.75
T /. = 6.0
A1677- 722
3014
WEST
R1W
44'
EXIST
PA VEM N FUTURE STREET
A. C.1
INSrAIL. 2Y.6" IMPROVEMENTS
R910141000 REACER
TYPICAL 5ECTION SHAR
SIX 7"H STR-P77
SrA. lOf-9450-151-Y'.14
T/. =8.0
CON5TRUCTION NOTES
CONSTRUCT ell C.F. CURB AND GUTTER AS PER STD. 11. 303.
CONSTRUCT 0.45 FE7,'.T A.C. PAVEMENT ON NATIVE SOILS.
.30 CONSTRUCT 6' P.C.C. SIDr;IALK AS PER STD. NO. 310 AND 311.
@ CON,3TRUCT REINFORCED C014CRETE CHANNEL CAP PER DETAIL ON SHEET
(D CONSTRUCT DR7' r P2PPOACff PER STO. NO. 30 (0.45-, 8)
TRIM ANDJOR REMOVI_� EXIS7. PAVEMENT -
CONSTRUCT VARIABLE DEPTH A.C. OVERLAY, PER TYPICAL SrrTION
FEATHER A.C. PAVEMENT, TO MEET EAIST. PAVEMENT.
(DO CONSTRUCT JUNCTION MANHOLE J.M-PER STD.NO.511.
@ L-ONSTRUCT HANDICAPPED RAMP PER STD. NO. 310.
@ INSTALL 18l' RCP, 1250-D LOAD.
@ INSTALL 18" RCP, 2000-D LOAD.
(D4 INSTALL TYPE N STEEL GUIDE MARKER PER STD. NO. 403.
305 CONSTRUCT 4' P.C.C, MEANDERING SIDEWALK PERPUN.
106 INSTALL PCC BACKPILL, 4" MIN. THICKNESS, 5.0' WIDE, CENTERED
OVER PIPE.
GENERAL NOTES
`4 SA R S, PR/41 � Ook/91.
EXIST, ON414NEI WAIL
tll,
All work Call be done In accordance with these the City of
'Rancho
EXI$7,- WAL4___k,
C TYP)
Cucamonga Standards OW the 2wMiKA.§=J#h-A0i0 for
-Bkft
="a - current edition. Cmdractor sholl be famil1w
04
with and stall be responsible for adherence to those Standards and
2.
All 91pe!Anes or substructur.,;* of any kind, telephone or powei polosi,
water meters* valves, fire hydrants, etc,, shown or not shown an thM
plans within ;he right-of-way limits or In adjacent areas where
Improvement wor lota, edones a remov , r ocate Or
protected in place as required at no cost to the City of, Rancho
I-ucamonga.
ZAIA
3.
The responsibilily of adjusting mainhole or valve coverso paving relssir
and paving replacement In connection with sewer and water, gas, phonep
7-1 /I ALL -SUR,-AdeS
electric or other utility line Installations will be the responsiblifty ad the
owner, and shall be accomplished In compliance with appurtenant
Ordinances and Standards.
D E rA L F
4.
Any contractor performing work on this project shall familiarize himself
with the site mW slall be solely responsible for any damage to existing
80 SCALE
facilities resultlng directly or Indirectly brorn uWation�, whether or
net �uch facilities are shown on thett�r plan&
3.
Shaeing on street plans &Indicate A.C. pavement, determined by
structural section, be Installodll
*6.
A permit shall be obtained from the City of Rancho Cucamonga
Engineering Depaitment prior to any enroachment or construction with
City of Rancho Cucwavjo easement or right-of-way.
7.
Ali required st(Jces shall be srA by the private Engineer.
CONTACT THE FOLLOWING, AS REQUIRED,
48 HOURS PRIOR TO EXCAVATION:
S.
All curb and gutter, where grade is less than 0.40%, shall be staked
with 3' offsets al 12.31 Interv" Place. 3/40 dowel pins at all expansion
General Telephone Co. � 714) 993-1-311
joints.
9000 Hellman Avenue
R�ncho Cucamonga, Ca. 91730
*9.
Thz structural sections shown are minimum. At the completion of
Southern Calilornia Edison Cu. (71.4) 986-5861
rough grading, soils test-t; Including Nttw valuesi, stall be taken and a
material report shall be prepared by a qv'Villed soils engineer. The
P,O. Box 513
report shal) cont3in a proposed structural section and shall be submitted
Ontario, Ca. 91761
to the City Engineer for his review ai)4 evaluation. Approval will �e
Southern California Ga!: Co. (714) 884-9411
given whfti all structural section requirements have been met.
P.O. Box 6226
155 S. "GO Street
San Bernardino, Ca. 92417
110.
Sub-gv,�de stakes, drivein to the pavement subWade elevationa, shall lie
Cucamonga County Water District (714) 987-2591
P.O. Box Bin 638
set by Tire Contractor Or Engine,'X- The stakes shall bit set at an "e
9641 San Bernardino Road
Points# edge Of pavement Points within 0.01 foot *I sa!"T&dle eWwation
and at not more than 30 foot Intervalu
Rancho Cucamonga, Ga. 93730
Adlitional stakes ifty be
needed at warped or verical curve 44 0*4raide stakes diall be In
we
place pr-Jor to paift to permit spot cN:dft of sub -grade by irispection
41 Ji.
All sewer, water, electric, gas, phone or other utility 1*
crosaings shall be constructed prior to Paving.
*12.
Compaction tests of embankrizzent constructioi4 trench backillf,
compacting Original ground and Ali nib -grades sW bit Adormed at nt%
cost to the City s,�f Rancho Cucamonga. A written Ropoit with OK -4
compaction test shall be submitted to the City Engnew, for approval
Prior to tk* placement Of ban natwials andloz surfada&
*13.
At the cckmpletion of paving, a motwids epa shall be submitted to
the City Engineer. Listing all tests or daterrinisitions completid to
verilys
(a) R-Value, sieve analysis and sand equivalent of allregate bow.
(b) Stability, oil content said sieve analysis of a~ sudacing.
*14.
When asphalt concrete is plAced on native soll which consists ad a rocky
niateriaL 'r.* sub, -grade shall be prepared by removing all n cip which
protrude above the sub -grade and all vo;db or depressions doll be filled
with A fine graft material of a quantity bdtw tivin the native materiaL
E
13.
If the asphaft concrete Is to be placed -a sub -grade. A soils sterila-zi
ON CIRCLE
registered by, the E.P.A. for use under A.C. and, P.C.C. shall be
uniformly applied at the manufacturer% recom rate for the full
pavement width prior to pavk)&
lu -4
16.
Estimate of cLuantitles is �.-Q�Aded by the Engineer only for the
ki
convehience of the developer, ti,* contractor stall make- his own
U
4etermination of conatruiction quantl,�Ies before submit'linil a bid. Any
Q1Pi'POJEC
item of work required L-, them piano which Is rot specifically listed In
T,
r4
Q
the estimsiz *I quantifleit *all be cocildered Included In the othir
S.1 �E
41
items of work.
5 6
17.
City aivrovas dm root Include watw, or swer systen and estivate of
SEE SHEET 3
qjantitiet.
Sl-)(-TH ST
lill.
Street markers per City of Rancho C%&-Amonga Standard Numbers 401
&W 402 shall be constructed at z%ch intowsocticou
*19.
City approval of plano does not mlieva the &,velol;w from responsibility
for the correctIZ4 of effw and ontission discovered during construction.
Upon request the requ,red plan revisions shall be prompitly submitted to
the C.ty Engineer for apprcivaL
WD EX MA P
N 6- _SCA I E
*20.
Work site and exterlor-stw-it shall be In a neat, clean, hazard free,
orderly stati% throughout construction. Site shall be cleaned upon
request of the inseector-
ARK I DATE DESCRIPTIO JISED BY I APPROVED BY
REVISION$
CITY OF,FRANCHO CUCAMONGA
STREEr IMPROVEMENF PLA11V5
r/ T F -514FE T
D. R. - 8/- 35
VICINITY MAP
NO SCALE PARCEL5.,,5 AND, 6 OFMRCEL MAP 5499
Ory ENN4EEC4%,/ __Q R.E. 40 23889
SPECIAL NOTEFFROM PRIVATE WGINEER TO CONTRACTOR 4SSOCIATED ENGINEERS R C ;M
1Z
?tED 30A
Contractor agrees that he shall assume sole and compleie responsibility for job site
conditions during the couf:t of constructi,)n of this Project, including safety of all perssoons 316 EAST 'E" STREET
and property; that this requirem.-f shall appl;- continuously and not be limited to normal Dpa" ONTARiO, CALIFORNIA REDUCED PLANS
I
working houn,; and that the Cont�actor shah defendi indemnify and hold the Owner and X Z� 714-986-5818 Of 3
the Engineer barmless from any and 211 liability, rea! or alleged, in connection with the / �� P 0
pertormance of work rAi this Project, ciccepting for liability arising from the sole negli- k4 "i/. 6�e , , - R.C.E. NO. 23814 DWAG.ift -1 1 , I , , I , W I I I t I I I f I LLI
gence of the Owner or the Engineer. 6ATE x/444y?_ FlLjE pa 81 - 77A 32 0 A _ - I
�3 INCHES ON ORIGINAL PLAN-1
ARROW
HWY
A.T & S F
RR�
E1GHTq___
ST
SIXTH
5T
'M
sr
0, M. III -A ELEV.'r 1110-06
7__v4
_4
:� C��ew,
7�6B3
-A
CFO 79
Z
M: - r
_T_
7i
J7
7i
-4-
T :7
f
77! T::�:
'4
-0
71
4
Q,
r_7__ -
4�
71T7 7: TT:,
tk.i ig�
A IE��
-1ED
41
zi7 -�7
IN
A-
4 E -
zz�4
7
_Z;k_
TT
-17
7 _4__J --f:-
4_
4-
7�1-
1z
4
E—y-
9i
E:7--
t
12 13 M 15 16,:, 17
PA� N
k S C L E =40
C�
01
NOTE:
NOTIFICATION OF THE INTENT TO CONSTRUCT CONSTRUCTION NOTES
WITHIN THE CHANNEL MUST BE MADE AT LEAST
96-HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION,
(D CONSTRUCT 0.45 FEET A.C. PAVEMENT ON NATIVE SOILS.
CHINO BASIN MUNICIPAL WATER DIST-iLICT CONSTRUCT B-Z.F. CUW AND GUTTERAS PER STD. 170. 303.
LP PPI986189E r)* P=O., BOX #697
Ey. CURB -0fe FUTUP R/W 8555 ARCHIBALD AVE;.14UE
GOO /*,�,ZO P"hNSTF F CUCANONGA, CALIF. 91730 CONSTRUCT 61 p.C.C. SIDEWALK AS PER �Lrt). NO. 310 AND 311.
cx� srop SKEW SOuRr L1_1,r Srtl: r.-G) 0
-SIGN MR. DON PETERS (714) q87-171i OONSTRUCT REnvoRCED CONCRETE CHANNEL CAP PER DETAIL ON SHEET I.
(3" Ex.
WATEA VALVE— W_ STD. 504. AnD CASE �!'L0qA1_
00NSPT11F I'l BASIN NO. 4 PER
,V _,5R
-f2,s— 17 /8 19 CONTACT THII FOLLOWING, AS REQUIRED,
f 1.W 48 HOURS PRIOf' TO EXCAVATION: 06 CONSTRUCT DRIVE APPROACH (W-35") PER STD. No. 306. (eA%E 8)
, --N. EYIST 10'WIDE N0* /0' 37 E.Y/37. 8"
C2) EX. CONC, CHANNEL CURB RETURN
0 TRIM AND/Olt RM40VE EXIST. PAV_r-HENT -
General Telephone Co. (T14) 983-1811
E,Y. Cavc, C IVNEL
9000 Hellman Avenue CONSTRU-_r VARIABLE DEPICH A.C. OVERLAY, PER T(FleAL GErTIDN.
9, i�730
tip hancho Cucamonga, Ca.
"_k,'0rC0Z7-,5S'
cli? Sr Acl 14 Southern California Edison Co. (734) 986-5863
L
11 t46 213' P.O. Box 513
_\ 213.74' k
F%W-�RHER A.C. PAVEMENT, To MEET EXIST. PAVEMENT.
Ontario, Ca. 91761
51 -9411 M. PER STD- I,)-
09
0
511.
Southern California Gas Co. (714) 884 C614STRUCT OUNCTION MANHOLE J
P.,). Box 6226
SEE G.P* 92:9.0-12(o J :t 4,,ONSTRUCT HANDICAPPED RAMP STD. NO. 310.
I _*� -)�, ", 1. 155 S, 11G "Street
V1 6, . ..... San Beri�ardino, Ca. 9Z417
Cucamonga County Water Dist,-Ict (714) 987-2591 @ INSTALL 1811 RCP, 125G-D LOAD.
\2-/ R = 35' <
A = 89134'17" P.O. Box Bin 638 INSTALL 1811 FCP, 2000-70,LOAD.
.0
L = 54.72' -7� 9641 San Bernardino Road
qt� G\ _1 <
Rancho Cucamonga, Ca. 91730 (D4 - INSTALL TYPE N STEET GUIDE MARKER PER STD. NO. 403.
T 35.74 4
ON
ft 105, CONSTRUCT 41 P.C.C. MEANDERING SIDEWALK PER PLAN.�
ral?NCR A VE. 25 25'
RF-MOV-5 F1.4RA i,--,r AND
REIAIF 1Wk.MSN 101,v DE:" ort?ONC, CHANNEL eAP 7D FX1S,7--' Sffl1A>G-- D--dk
SIXTH 5 TREE T P--R DETAIL
SEE SHEE T 3 SHARON CIRCLE C6.QSr. 8" WHIrt PAVeMENT 77RANSIrION PAt/Jr-ED SrAIP--
114 V (EXIS TING 4 Wr. SA 13.5 /0 0, AND RAIS--E) MAIZKERS F-Ii7. 5770, 406.
rAST IVAL4 --X/Sr. 66,Vd.. CYA NV 1�� TURNER A VEN U r'__
0R141- 4NO DOW-51 PLAPE 4 ± L.F. 8"A.02. rNKE. PEA STD. 31a.
R -CINF IN 7'0 -' -V IS T 7. 0 - 1811, IA157ALL _S7ZEET Lir.14T PE12- EDISON ea. mEauirLEMEWT-5 LrVPF S600L3
'� fy ff'2 Y 6.06,r eoNd, ONANN-1Z 6A.- D_5eM
CITY OF RANCHO CUCAMONGA
EXI-5i. ac
BR10GE
PLAN AND PROFILE
13 4,R q
_0 5" ae, TURNEfi? A VENUE
7Z:' COIV_,�,
r z z W17H NOR M OF $IX TH S;rREC-'7' rO SHA RON CIRCL E
OON-5-r LOtAL D E TAIL F 1). R. - 8/- 35
NO SdAl.-I PARCELS 5 AND 6 OF PAF,,7EL MAP :74,'�99
-j- crr-r
�t 9— 11vD1e_,7-,n rypr _qsoo L. snzEEr uror RX NQ238FI9
76 9C IMSTALLED SPECIAL 140TE FROM PRIVATE, ENGINEER TO CONTRACTOP
Contractor agrees tint he shift assume sole and complete responsibiliq for job site DUNN ''ASSOCIATED ENGINEERS R MM NJDED
conditions 6ring the course of construction of this Project, including safety of all V.uww 316 EAST NE* G'TREET
I that this requirement shall apply continuously and not be limited to no ONTAP10, CAUFORNIA
13 and prnperty, zmal 011101M SHUT
working hours; and that the Contractor shall defend, indemnify and hold the Otynor am
the Engineer hrrmle;s from any and all liability, real or alleged, in connection with the 714- 986-5818 2 W 3
D E FAIL A performanci of work on this Project, cxc*,ing for liability arising from the gole negli- CHO:*= A/. me
01 4' f the Owner or the Engineer. edmo:��-' , 1111X-E..�0.23814
gence o 'E 7- FILIE I& 51-77A 7, ZO 4,
1
,2(71/
31514
REDUCED PLANS
0 1 2: 1.3
1 ..LL_L_LJ+L.L_1_a " Li+L t I . I I I , , I
k3INCHES ON ORIGINAL PLANA
%ZINEERS,IREC NI �QED 3ox
19
MET
IRNIA SMEET REDUCED PLANS
a —3 or —,I— 0 1
lt.N0.23314 DMMAQ
8/-, :-A 320 A
k3 im-MES ON ORIGINAL PLAN
,90 x