HomeMy WebLinkAbout1965-D 6 p
AL 19 CONSTIZVCT 44ANHOLE 00.1 PER CITY
M.
N6.318
OF RA AM .94 16- 1 MAP 16445.CITY NCHO CUC 0 NIGA 20 RePAIR CATCH VASIN WIn4 REINFORUO I>CC :56AI...
f ie
P) AC SWALE
22 CONSTRI)CT WNCILIFTE COLLAR PER CR OF
6TH STREET STORM DRAIN RA�IftROAD X iNG iMPROVEMENTO zi iQRANCHO CVCAMON6A .
STORM DRAIN CONSTRUCTION •
NOTES.
AND P"EMENT REnABIftITATION 1 INSTALL 54" RCP, STORM DRAIN, D LOAD PER PLAN.
FROM ARCHIBAmLD "ENUE TO ± 380' WEST OF HERMOSA "ENUE (�)-INSTALL " RCP, STORM DRAIN, D LOAD PER PLAN.
(�)-INSTALL " RCP, STORM DRAIN, D LOAD PER PLAN.
I ff 4� A SHEET INDEX GENERAL NOTES U' H /U=R '000=w
(D-INSTALL f .
U' A
r\ U 1 \4 U
mur FSEC110EN SHEET NO.]1 . II r II f t it Cucamongar in the
c l@)-INSTALL 1DRAIN, .
Standard Speifi tin r Public Works Construction, (Green ), iti ni ®® ,- TUT I . 1 .
1 HET
su li nt __ __ __ _ _ _ __ i _- .. I . DWG. NO. 331.
2. I _
Public ri utilities and substructuresr re from available rec _ I IMPROVEMENTS PLA I I
L]LHILLSI E RD _
Tcontractor ll responsible for protecting II ilitisubstructuresILso AVE I / 24TH ST I -a TAp 1+ . PLAN FOR "a " AND "Vop.
withint construction
t•o. ti limits this ct ll r
if for }
oBASE HUR
Yw
l ®®® Z-
T Ai IMPROVEMENTS
PLAN
Q BANY IST sUMMAV
11
MONOLITHIC
I
I
EI
damage as a result construction _ FROM . .
11+00.00 STANDARD PLAN NO. 308.
HIGHLNVE 3I l LA
ST
• t ll ofUnderground . I 1 -800-422-4133t following W e 11+ TTe 1 + .17 T l I
A
MCASE PER PLAN.
Zutilitiest workingprior construction r regardingany l PARK
W� STORMAI IMPROVEMENTS L
LINE RD LATERALS-FROM " -1THROUGH "
-7" 1 I I
nx
.
I . 11 IL .UJ®
I�
6.
uJ
Southern i nCo. ) 1 TH ILL 0El
sTSouthernCalifornia Co. ( -7 STORMAi IMPROVEMENTS
QT IN PLACE.
Verizon F V 66 /
LATERALS-FROM "A-8" THROUGH "A-11"
Cucamonga Ii Water District ( ) 1 Q ®R. ' ¢ EXISTING . . I CLOSURE INSTALL I ROU 7 IMPROVEMENTS PLANCharter Communication ( 171 UJ
UJ
'
MISCELLANEOUS
DETAILS_ Qs BNstRR
1 '
i L
IL
1.tr lit rDistrict ( 17- 01
Z .........MIT,
71 _ � AIL -i T. i 1 EXISTING BASIN, i
MPROVEMENT PLAN.
4. For 6TH ST
`ni tin this project, t Contractor shall c Public k tion FROM .1 T TAe 0. 0
.), (nt - . workingprior t required T(n
>) RELOCATE EXISTING UTILi Y TES.PAVEMENT REHABILITATION 4TH
_ __ _ __ __ C i L A . T +7 • 1, EXISTING
permit Il i r t i n Cucamonga, prior t any .I
trconsuction or encroachment within any Cityf Rancho Cucamongaright- f- �'
yo 10 IIPLAN1 TUT CONCRETE COLLARi
C I cn FROM ARCHIDALD AVE. TO STA. 2+79.00 DRAWING NO. 329.
6. The contractor shall notify the CityRancho ucamonga Police Department, The CityT TMO
1
f it f school district, prior
IC-AL
to n tructi i is ti n t ,� r r f • h Contractor II r con t , r i or r it i tin tru , pavement, #4 Ame NAME HAME SPACIE slpAc,116 saE GTy STREET IMPROVEMENTS CONSTRUCTION NOTES
VAI L p1 cur tt r , utility lin n t r u c y t i ' . . (-1)- '.
. Contractor shall have a "Class " Contractor Licence. f the stormdrain system. 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND
EXISTING SURVEY MONUMTTI r ffi control f y shall be maintainedy the Contractor in accordance with the
®
LVISIBLE / "
i VI .
standard oCalifornia Business r n tin n in Agency, t REPLACE STRIPING, PAVEMENT liI existing surveyu t ill disturbed y iprojectII referenced of Transportation CaltransState o California Manual of Traffic Control forConstruction I
reset i Construction v i accordance i Section 771 o California "Maintenance
e C rZone ( • T.) 1 Editon, special provision, n in accordance oVSTRIPING1 .
Surveyors t. un monuments r plans n describedfollows: with the detour and phasingplans. Traffic control f ty devices
shall be placedn J ( H, VALVES, . . BOX COVER, . . PAVEMENT
(FOUND) maintained to the satisfactionh n in r. No suchdevices Il be removedr relocated 1
1 u p)
1 � 1 I T CENTERLINE I I T itapproval f in Q9- ADJUST UTILITY CO.
r c If locate xi tin todetectorsr for in I after installation f t
• 1 o M PCC ISIDEWALKJ I EXISTING ( JIT i )
F.D. I i CENTERLINE T . 1 . . r r drain.
F.D. SPIKE ON LINELOCATED LINE OF 6TH STREET, Q!>PER T TUTA.C. V 0.32' I V . ' iAGGREGATE
6. Prior in y excavationproject t racrshall ushoringrngs
CATCH ' p IZISRR, V T DETAIL ON SHEET NO.7.
SPIKELINE LOCATEDCENTERLINE T • t h itEngineerfrapproval, if shoring conformt f California' Constructionr lin wit excavations n trenches issued y t Divisionf O' 7 EXISTING SIGN.
F.D. I I e47. Industrial safety then shoring calculations and dr i II be preparedy a California EXISTING BASIN A L EXISTING 1 " I .
Registered ivilEngineer. ` e 18 PCFAWIP AC SWALF- CONSTRUCT I ALE, SEE DETAIL.
7. Design f the contract r in is based on the assumption the pipewill F�
STRIPING GENERAL NOTES be installed iaccordancei t i bedding til it f RanchoCucamonga1 CONSTRUCT I I
1 . All tildimensionsf traffic striping markingsinstallation t ll conform t . 1 . I t trench width e t outi i t r f con it plus inch U A A . 11. o�
to Caltrans, Standard cifications, Traffic Manual, Maintenance Manual and StandardI nCity the i ll be modifiedand/or pipe of additional strength shall be provided. The proposed
1PROTECT i
.
Standard plan n . 133, unless otherwiseapproved r directed iEngineer. modification ll approvedtheitEngineer. _
•
ALt. V D EXISTING U 1 . M.
• Proceduresr paintingf striping pavement markings n installation f pavements r shall Trench backfill II conform t it f RanchoCucamonga t . 0.1 n hall ACCORPANCE WITH WY STARVARt> • Q�)-CONSTRUCT U I
TY OF RANCHO CUCAMONGA C1
• • verified c ci n tests t tsatisfaction t n i r r his representative.c of t n ii • n r I•c rConstruction n h following tint t f n construction, r nch backfill, compacting original groundPRIORT D AIN p 1 •
91
A. II pavement markingsII conform h city maintenance stencils, ( ) unl otherwise Crr-f AN SbILSREPORTQ�)-CONSTRUCT „ iP.C.C. SIDEWALK I Ii - •
INSPEC
ANY
03
iI conflictingtraffic striping pavement markingsII removed y SANDBLASTING. r i compaction tests II it t itEngineer forapproval prior STA I 1
B.
to the placement of base materialsand/or surfacing. MAY REQUIRE FoACKFILL SOIL AMENDMENTS, A5 (1:5)--CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA
C. Sufficientcontrol int nd spotting removed uring sandblasting shaII be replaced pri r to installation 1 vinreplacement i t trench II r City Standard I o. 1 THE f ` STANDARD I . 101, -1.
f striping 1
° 11 . Estimate f quantitiesi provided tEngineer solely r convenience of the ?,
o
D. Ii control i int tin removed during sandblasting i ii replaced c prior t installation f Contractor. Contractor ll his ndeterminationf construction quantities e U f . 104, p 41stripingr I .
for ii i ny i f or r uir I which is not eifially WORK PERFORMED BY BNSF RAILROAD
listed in the estimatef quantities ll considered incl in the other items of work.
E. All control int n in II i r City Traffic Engineer prior t SIGNAL.REMOVE EXISTING RAILROAD CROSSING to
No. 2495 Z
installation of new or replacement striping andmarkings. rn
12. Locations c ®ins connection i . j unctions i catch in shown on t drawings INSTALL RAILROADI T LIGHTS. Exp' 12-31-0,5
F. II striping n pavement markings installed n r u shall approved Itype, r tic. It i Int t such junctions located at the do®w s r n the
1 it tic (wet). Installation II int cot it t c minimumoft after t catch i unless iI f theconnection i own r t specifically indicates INSTALL CROSSING. �T t t�
first, fotherwisenotherwise, i all c t exact locations ill determined ifields yEngineer 4..
rr,
field conditions.
to meet J IL TAC
Il r I tic striping n v nt markings ll installed i n c 1 it is ), •
unless otherwisenoted. 1 ° Sanitary sewersconnections cr i v r the stormdrain trench shall be 0.12' COLD PLANE & OVERLAYi .1 ' ARHM. CITY OF RANCHO CUCAMONGA
H. Under no conditions II a r left t, weekends or i appropriate •n inaccordancei it c c . . o. encasedr
® general n n said Std. Dwg. House connections shall be preparedr City of Rancho REMOVE . PAVEMENT
and markings to the satisfactionthe i n I r. Cucamonga StandardDrawing , C (SEE PAVEMENT REPLACEMENT DETAIL ON, SHEET NO.7)
I. All traffic tri ing and pavement markingsll be installed i all appropriate permitsn r ffic control 1 n indicated on the dr i nit sewers lateral nn i n shall be encasedor 6TH STREET-STORM DRAIN, RAILROAD XING
i blanketed iaccordanceit i s c t r Drawing
J. Temporary or construction striping n markings shall in accordance it the city and or 1 c ' n t contract drawings existing nit r house connections
r AND PAVEMENT REHABILITATION
,
and as it c t i in r. r i only. nr ctor II fieldlocate laterals. iAVE.
STORM DRAIN GENERAL NOTES 16. Cityr v l of these planst relieve the Cor ct r from responsibility f r t . DATE:
correction f error and omissioni c v r urin construction, upon request ited CITY ENGINEER 24953
•
1 . All pipelines or substructuresf any kind, telephone or power poles, water meters, walves, planvii ll be promptlyu i t to the Cityin rfr approval.
. etcetera, limitsI PLAN PREPAREDBY:firehydrants, nI n ihin t right-of-way
r i • nr where improvement ® t n ll removed, relocated, r 1 r i exterior streets shall t in neat, clean, hazard free, ordeRID2 CITY OF RANCHO CUCAMONGA
rly
r t t i I required t t t i f u state construction it ll cleanedupon request f t inspector. 10500 CIViC CENTER DRIVE
City r ' ` ' "10 DRAWN RANCHO CUCAMONGA, CA 91730 H
1 . The final surface layer of asphalticconcrete roadway v Il not be placeduntil all AS sHowm- sue-rpm 16445 RD2
0�- r* 1 1 OF 10
.
Any r c r mi r t i r j c ll familiarize himselfi he site and utilities andutility laterals iin the roadway v n 'Installed ll unacceptable parkway ' i p
shall be solely responsible for any damage to existing facilities resultingdirectly r and roadway improvements ar removed replaced to the satisfaction of the City Engineer. • DESCRIPTION REVISION CHECKEDCrITY 10%.C.E. NO NO.
indirectly for •soperations, whether or not such facilities areho on theseplans. CH 1965
Q = 162 1- 1,181 FPS Q = 122 CFS, V— 9. FPS
w .
_ E7ASTINIG FINISHED SvwAcEl ov C.L OF STORM DRAIN
N
16
SCE
ii
low— 11056
- -
. i
m
.. . .. .. ... .
s=o.0040
LINE A LINE *A
,
40 N
Q
' +
N N
s
T 321 4l LF. 54 f 700 d CONSIR(!CT 1 tB01J`L 54 RCP 1700
—
D HORIZ. SCALE: 1 20
VERT. SCALE: 1 "=4'
1 +00 2+00 3+00 4+00 rig 5+00
I I
FFA
O �
R/W� �� RAW
O
EXIST. 30" RCP LATERAL O
EXIST. CURS 11 GUTTER--\
12 LCA
` L0 N
/ t
/ � O II
CN
10 0 11+00 12+00 r N 89' 34' 46' w 13+00 14+00TER� .A-1 15+00
N m L LlME "A n 16 � 16 12 3 16 N (�
M 0 - LLJ LLJ
'r Z LTJ
135' LATERAL "A-2"
0,10
U
1 EXIST. CURB & GU TIER 12 1 , Q
J W
q RW 17 RAW
N E.5 cd
N 6TH STREET M a
g ►� ov az t
;5 = < �
IZK �' �' cn 6 8 CITY OF RANCHO CUCAMONGA
ARCHIBALD AVENUE 13
9 PLAN AND PROFILE
10
STORM DRAIN CONSTRUCTION NOTES: 6TH STREET
STORM DRAIN IMPROVEMENTS
1� INSTALL 54" RCP, STORM DRAIN, D LOAD PER PLAN. FROM ARCHIBALD AVENUE TO EAST OF RAILROAD
�– INSTALL 30" RCP, STORM DRAIN, D LOAD PER PLAN. APPROVED 6Y: / DATE: !I-
4L,-
CONSTRUCT
w
6 CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. @�— PROTECT IN PLACE. CITY ENGINEER RCE: 24953
8 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE w NOTES REGARDING STATIONING: �, " ARED BY' RECOMMENDED
PLAN FOR Y AND V. UNPLUG EXISTING P.C.C. PIPE CLOSURE AND INSTALL NEW 54 RCP. ALL STATIONING SHOWN ALONG CENTERLINE OF 6TH STREET AND AT RD2 CITY OF RANCHO CUCAMONRW GA
PROPOSED STREET IMPROVEMENTS, INCLUDING CATCH BASIN LOCATION
9 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA �_ TIES ARE BASED ON CENTERLINE 6TH STREET STATIONS. DRAWN 103°0 CU A� °
16 RELOCATE EXISTING UTILITY BY OTHERS. w�NCHo CUC�IMONGA, cw 9»o
STANDARD PLAN N0. 308. RD2 2 of 10
(�—PROTECT EXISTING TREE. ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES IS ALONG THE
10 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307. CENTERLINE OF MAINLINE CONDUIT. �, ��D R.C.E. NO 24053 MAMNG NO.
CASE PER Pte, N0. DESCRIPTION OF REVISION DATE �PPRovED CH DATE � NO 1965
tWAmff'A
CONSTRUCT LOCAL DEPRESSION
iER CITY OF RANCHO
CUCAMONGA STD. DWG. NO. 307.
,SE r • PLAN.
CONSTRUCT(1-1)- TEMPORARY
rw r CATCH BASIN i CITY .. RANCHO
DRAWING O. 311 i •; ''' ON SHEET NO.6.
@-PROTECT IN PLACE.
(R -CONSTRUCT ' WIDE AC SWALE PER DETAIL ON SHEET NO.3.
@- REMOVE EXISTING I p SEE STREET PLAN FOR DETAIL.
(1'7) -PROTECT
TREE.
&8 -CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NO. 329.
1 A 19 CONSTRUC'r MAKROLE N0.1 Kit C17 -Y STV. NO -316
PRIVATE MANtioLE1 r
PARCEL
MAP 164-45.
20 REPAIK CATCH 13ASIN WITH REWOKC970 PCC SEAL
:19, F_rFiePvcr= 4,PW,4 STANOMM
381
P1 N;j =31 =V__i
lokixems
#
SHOWNALL STATIONING #'' DRAIN MAINLINES IS ALONG
CENTERLINE OF •►
11
25+00
A MAW I.I.Imp In RC AC 5WALe. ZV
r' Z_\
YDESCRIPTION
OF
REVISION
# APPROVED:
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
6TH STREET
STORM DRAIN IMPROVEMENTS
FROM ARCHIBALD AVENUE TO EAST OF RAILRO)O,
APPROVED BY# DATE: _071__
CITY ENGINEER "-ehu-'a L RCE: 24953
DESIGN ON . P.. Err MENDED
RQ2 !CIW OF RANCHO CUCAMONGA" i
rr CIVIC CENTER DRIVEf.
r•RANCHO CUCAMONGA. CA 91730
r
CHECKED ,
CH
DATE •`
INSTALL
p
DRAIN,
D LOAD PER PLAN.
INSTALL rr
RCP, STORM
Ir
D LOAD PER PLAN.
I rr
RCP, STORM
Ir
D LOAD PER PLAN.
CONSTRUCT
MANHOLE .
2 PER
CITY. NO. 319.
JUNCTIONCONSTRUCT
1.
BASINCONSTRUCT CATCH
SEEr
I . DWG. NO. 300,
t
CONSTRUCT
MONOLITHIC ICITY OF RANCHO CUCAMONGA
STANDARD PLAN NO. .
CONSTRUCT LOCAL DEPRESSION
iER CITY OF RANCHO
CUCAMONGA STD. DWG. NO. 307.
,SE r • PLAN.
CONSTRUCT(1-1)- TEMPORARY
rw r CATCH BASIN i CITY .. RANCHO
DRAWING O. 311 i •; ''' ON SHEET NO.6.
@-PROTECT IN PLACE.
(R -CONSTRUCT ' WIDE AC SWALE PER DETAIL ON SHEET NO.3.
@- REMOVE EXISTING I p SEE STREET PLAN FOR DETAIL.
(1'7) -PROTECT
TREE.
&8 -CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NO. 329.
1 A 19 CONSTRUC'r MAKROLE N0.1 Kit C17 -Y STV. NO -316
PRIVATE MANtioLE1 r
PARCEL
MAP 164-45.
20 REPAIK CATCH 13ASIN WITH REWOKC970 PCC SEAL
:19, F_rFiePvcr= 4,PW,4 STANOMM
381
P1 N;j =31 =V__i
lokixems
#
SHOWNALL STATIONING #'' DRAIN MAINLINES IS ALONG
CENTERLINE OF •►
11
25+00
A MAW I.I.Imp In RC AC 5WALe. ZV
r' Z_\
YDESCRIPTION
OF
REVISION
# APPROVED:
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
6TH STREET
STORM DRAIN IMPROVEMENTS
FROM ARCHIBALD AVENUE TO EAST OF RAILRO)O,
APPROVED BY# DATE: _071__
CITY ENGINEER "-ehu-'a L RCE: 24953
DESIGN ON . P.. Err MENDED
RQ2 !CIW OF RANCHO CUCAMONGA" i
rr CIVIC CENTER DRIVEf.
r•RANCHO CUCAMONGA. CA 91730
r
CHECKED ,
CH
DATE •`
RE—GRADE EXIST. T
:A. _
._
• !f
FLOW--
l5m
LOCATIONS
r
PIPE
100
r r
YEAR FREQUENCY
DISCHARGE
1 IIVELOCITY
PIPE
iFPS
INCH
I
r i
70% ,
r r
73%
FULL
20.00
07+99.50
Uwl L5 I ,
14+25.00
1 i1
r�
"�'��
r
00+00.00 _
#Ii •
1 11 1i
11
�`
• i f
•
00+00.00
00+62.36
21%
FULL/
00+00.0045%
FULL
00+62.10
0 1
55%
FULL
00+00.00
00+55.10
26%
FULL
00+00.00
.
FULL
LINE A-8
00+00.00
00+62.00
ENE
I
51%
FULL
■ tlr II
��,
,jzmT1N_]
ill 1.14iiiiA
.11
c 300
f
` •
-rI4 Whys
4LREMOVED CONNECTOlt
r �
r
ma
ANCHOR
#i s■1 #
1 CONCRETE
OR METHOD APPROVED BY
CITY ENGINEER
coos-owerr
C014C.RGTE PLUG
r• c `'
i ►
1 1► '
ABANDONMENT l
# RCB INLET
BOTH WAYS (tAAY
SE OHIT7 E-0 FOOL 460 ww"
EMA. • ,
ISM c 300 . ►;
r o
lf'" WAYS
200 mm (81 mig
A96NDONMFINIT
SECTION A -A r r
CP INLET
t>jMFtASjoj45 514OWN* FOR
r ►'
VALUES ► CoMSTROCTIOW BE r i
r, •
A05 i ► f'OK COMST12-VaillOtA
i
Oil•
ABANDONMENT SEALS
FOR
`
, +
GALVANIZED
POSTS • O.C.
SPOT WELD TO',
POSTS ON BOTH SIDES.
LATERALS. Aml 0" AND "Aml V
0hRr-P Ac svlAt.
%11020 rmmovc cmr tomarsj Is
A"
#
E "•.. "jo
PA
✓' '
.'
# Ir
DESCRIPTION
i i
REVISION
A J
6TH STREET
STO DRAIN
LATERALS:
y"A-8"THROUGH
By, Di
APPROVED
III II j r , f
CITY ENGINEER
ii
]MESIGN PLAN -Er
�I�II
10500 i
. ' RANCHO CUCAMONGA.91730
/. ►;
RD2 6 OF 10
CHECKED R.C.E. NO 24953 DRAWING NO.
CH DATE FILE N
PL
PER PLAN
PER PLAN
VARIES PER PLAN PER PLAN
0
6 0 a 0, 6*
o
LD 0, C
0 OL
LANE D
100 CO
.9 PLANE
P 0,
F
1.5 TO 4.5% 1. 7 TO 4. 0%
uo 0 00 00
0-0;
)000,
00 00 0
000 0
000 0(.100
EXISTING CURB AND GUTTER AFTER COLD PLANE, CRACK SEAL
AND SIDEWALK VISIBLE CRACKS 1/4" OR LARGER
COLD PLANE SURFAC PRIOR TO OVERLAY (TYP).
r
0 V` E RL A
6 TH'' E`k� T R' E E T T"Plo"'AL C%RONSS S'Eu"TION
NTS
PROPOSED FINISHED
SURFACE
A Til
0
1063.0
1062.5
1062.0
1061.5
1061.0
1060.5
1060.0
1063.5
1063.0
1062.5
1062.0
1061.5
1061.0
1060.5
1060.0
1063.5
1063.0
1062,5
1062.0
1061.5
1061.0
1060.5
1060.0
-40 -20 0 20
-L 9111
-40 -20 0 20 l+u
22 + 00 lc�%
.f
6TH STREET - CROSS SECTIONS (WIDENING)
SCALE:
HORIZ.
VERT. 1 2"
1063.0
1062.5
1062.0
1061.5
1061.0
1060.5
1060.0
1063.5
1063.0
1062.5
1062.0
1061.5
1061.0
1060.5
1060.0
1063.5
1063.0
1062.5
1062.0
1061.5
1061.0
1060.5
1060.0
(5)
25 No -
VARIABLE COLD PLANE
WC.D FROM 0.00' TO 0.12'
uJ
UJ
X F-w-
u.j cn
ci X
uj PROPOSED FINISHED
ITA. SURFACE SURFACE
Nom
IV IN
44
o 0
-000
t 00
b 0
0�0'0 o 0
0 0
n n0:0�,. oo?,,R-
COLD PLANE SURFACE-// J 00"" 1 N T rU%ETAAIL
NTS
THRU LANE
40 LANE LINE
THRU LANE
F--l-
THRU OR RIGHT
TURN LANE L
LOOP DETECTOR PLACEMERT
REFER TO PLAN FOR DISTANCE
TO ADVANCE DETECTORS
•
Lol
0
LEGEND.
0.129 COLD PLANE & OVERLAY WITH 0.12 ARHM.
MOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL HEREON.
(SECTION "A" - PAVEMENT REPLACEMENT DETAIL)
01MENT COWXTIONS
- fmg
4*1 ol Sof
REPRESENTS FVTUIZE PAVEMENT WIDENINJ6 WVR/ �/
DASHED LINE REFlIZESENTS
ERSTAG CONMN AT T1, DESIGN.
nffVM bESM AT 2% S140%5
PACK OF FUTURE SIbEWK BELOW
EKIST(N6 TOP OF CURD ELEVPM014.
zi
6TH STREET
NPI CAL STREET SECTION
STA. 19t00-00 TD STA. Z4+50.00
A
"4
I0
b 3 PIN I)o 7,61 Pat", a
uj
to
14
0)
__ %
—7 K I\n r r =A 7_11 r�
4 It
20
s AN. iv
1p
'0 '4
---bpi (5* -6' Wlfi lz 0 EXISTIN& cvRB
XxX-y
Xg."K
g
gxx"'
ffix
In
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... . ... . gm_z'�
In
. . . . . . . . . . . . . . . . .
. ... . ....
77777
............
2'
N
WIN% X-'- Boom
-----------
3
1 2.1 --7WAITED ACCESS CURB PER S D. 105-C. lmy
ul COMSTRUCT DRIVE APPROACH PER Cl"rY OF RANCHO
cvcl\m0w4A STD. 101 mpe c)
> 2 m
V% IS INSTALL STREET �MfE- PER NOM Amb LE6ENt>
IQ >; N SHEFT I >
41 1 .0 "0 PCC CUltVILINFAIZ to
F-: cq oNSTRvcT 4 SIOEWALIC Pse cm OF -
-_ 1�1 6mr§q9At4CH0 CVCAM0N6ASll>- ll+
f . 't (4)
U, ull N._�
0% L gemove TrrimpoqAvy cmp cAittj BA51N itisge PIPE AC wA�e ANV
(300% N eS T ff R IUA CTIUN' N 0 T E eS 20 A.0� JZJI f At 9 BACK 0 F tMH SAS) A
(7)— REMOVE EXISTING SIGN.
VARIABLE COLD PLANE FROM 0' TO 0.12
(8)--- REMOVE EXISTING CATCH BASIN AND PLUG EXISTING 12 RCP PIPE.
0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND
CRACK SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) CONSTRUCT 3' WIDE AC SWALE, SEE DETAIL.
3�– REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS 0 O�— CONSTRUCT TEMPORARY CMP CATCH BASIN PER CITY OF RANCHO
SEE STRIPING PLAN ON SHEET 10. CUCAMONGA STANDARD DWG. NO. 311.
ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER, P.C.C. PROTECT IN PLACE.
PAVEMENT AND OTHER APPURTENANCE.)
Q2
ADJUST TO GRADE OR RELOCATE BY UTILITY CO. REMOVE AND ABANDON EXISTING CURB DRAIN.
CONSTRUCT CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA
JOIN EXISTING (SEE JOINT DETAIL ON SHEET 7)
STANDARD DRAWING NO. 104, TYPE A2-8.
SAWCUT AND CONSTRUCT A.C. PAVEMENT, 0.32' THICK. CONSTRUCT 4" THICK P.C. S
C. . grALK PER CITY OF RANCHO CUCAMONGA
OVER 0.5' THICK AGGREGATE BASE, SEE PAVEMENT STANDARD DRAWING NO. 103 40ig aXIST SIDEWALK FAST OF R/R X-igq-
REPLACEMENT DETAIL ON SHEET NO.7.
17 iNsTi\LL STReeT L16HT (9500 WMES) HP5V BY SCe PAII> AND (15)-- CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA
CooADINATE1>15Y VF, DEVELOPER Nft-Olf STANDARD DRAWING NO. 101, TYPE R-1.
9
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WORK PERFORMED BY BNSF RAILROAD
REMOVE EXISTING RAILROAD CROSSING SIGNAL.
INSTALL NEW #9 RAILROAD CROSSING GATES AND FLASHER LIGHTS.
INSTALL CONCRETE CROSSING.
ADJUST RAILROAD TRACKS.
SAWCUT AND CONSTRUCT A.C. PAVEMENT, 0.32' THICK.
OVER 0.59 THICK AGGREGATE BASE.
i IC014 1 4� / /
Rl 8 R2
R3
14
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17' 17
R/REASEMENT
I
-\ASION
DESCRIPTION OF RE
pp
13
11
041 11
+
It
R
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No. 42915
EXP_J,� If
IL
C ITY 0 F RAN C H 0 C U CAM401A GA
PLAN AND PROFILE
6TH STREET
R/R XING AND STREET IMPROVEMENTS
FROM ARCHIBALD AVENUE TO EAST OF RAIL ROA
APPROVED BY: D ATE: I �/"M W
CITY ENGINEE ZMLILWx
R RCE: 2495�
PLAN PREPARED IT* RECOMMENDED
C
11Y OF RANCHO CUCAMONGA
10500 CIVIC CMTER DRIVE
RANCHO CUCAMONGA, CA 91730
CHECKED
c
J
APPR (ED: CH
MR
R.C.E. NO 24953 DRAWING NO.
1965
fiLE NO