HomeMy WebLinkAbout73 CITY OF RANCHO CUCAMONGA FA.U. PROJ. NO. M- R060 ( ?_ )
BASE LINE REC' ONSTRUCTION PROJECT
FROM 0.07 MILE WEST OF GARNET STREET TO 007 MILE EAST OF LION AVENUE
AND
FROM ARC H I BALD AVENUE TO 0. 04 WEST OF CAMBRIDGE AVENUE
- - - _ LENGTH = 0. 7 MILE •
V GENERAL NOTES
1 . ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THESE PLANS, THE STATE OF CALIFORNIA DEPT.
OF TRANSPORATION STANDARD SPECIFICATIONS ( 1978 EDITION), AND SPECIAL PROVISIONS . -
N11rETEE>'1Ttf T.
30 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE
PROJECT AREA W I AND SHA'L'L BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY +
RANCHO a
OR INDIRECTLY., WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE -PLANS.
M sti Y J. THE LOCATION AND DEPTH OF UTILITY: LINES ARE FROM RECORD DATA AND WERE NOT LOCATED IN THE
= W W
FIELD. CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECTION OF UTILITIES.
ZTRANS P ~ Z COMPANY R/R END PROJECT
STA88+29 �'41. -THE CONTRACTOR SHALIL OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF RANCHO CUCAMONGA, AND
.
R08fRDS ANY OTHER LEGAL ENTITY PRIOR TO ANY CONSTRUCTION WITHIN THE ENTITY RIGHT OF WAY OR EASEMENT.
BASE L � sT ALL PERMITS TO BE OBTAINED THRU THE CITY OF RANCHO CUCAMONGA AT NO COST TO THE CONTRACTOR.
� a 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA
W a o < " I CUCAMONGA 'LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY.
W
BEGIN PROJECT W °�t a
3 o.0
STA. 18+ 76 Rca !T.
gf, Ir
yy� I W
Z > > I
FOOTHILL
66 a Kyp_ TO FONTANA
TO UPLAND
Y
CONSTRUCTION NOTES
LOCATION MAP 81 SHEET INDEX I. REMOVE EXISTING PAVEMENT, CURB, OR WALL (TYPE AND LIMITS AS INDICATED).
• 2. REMOVE EXISTING TREE (SIZE AND TYPE AS INDICATED).
r NO SCALE 3. EXISTING UTILITY POLE TO BE RELOCATED BY UTILITY COMPANY;
4. RELOCATE EXISTING MAIL BOX.
5. RELOCATE STREET SIGN.
DELETE 6. EXISTING WATER METER TO BE RELOCATED (BY UTILITY COMPANY)
7. CONST. ASPHALT CONCRETE OVERLAY PER TYPICAL SECTION..
CITY OF RANCHO_ CUCAMONGA - °� CONST.
DASPHALTYPICAL ONCRETECT PAVEMENT OVER CLASS 2 AGGREGATE BASE OVER COMPACTED NATIVE
INSTALL "PETROMAT" FABRIC MEMBRANE OVER EXISTING PAVEMENT PER TYPICAL SECTION. LEGE
10. CONST. B" ASPHALT CONCRETE DIKE PER DETAIL ON SHEET 2.
bi
i 1
r AVE \ 6, SIL! _
RECONST. DRIVEWAY AS SHOWN AND PER DETAIL ON SHEET 2.
-N . 12 ADJUST 'XI"TING MANHOLE TO GRADE (TYPE AS INDICATED) (BY UTILITY COMPANY)
CONST. APAVEMENT
.C.• VEME
I 1,Y I TR
ETIw,KDR „' I• 13 ADJUST EXICTING WATER VALVE COVER b SLEEVE TO GRADE (BY UTILITY COMPANY)
SAN BERNARMO
/e W Ivc eutRenReR E w i »: ry - �" ` � ) (NOTE: O- INDICATES THIS NOTE DOES NOT APPLY THIS SHEET.)
ST i
i ill DELETE CONSTRUCTION NOTES 6 — WORK COMPLETED UNDER PREVIOUS - CONST. A.C.. PAYEWIRT OVERLAY
/
P FONTANA»�
UPLAND I .,•. _NAIiCNAL j CONTRACT
g z – a OSHOWE
7%c CMMTN
- ��—� e:vD Cnnw;MGTON .,_c• e, i _- -•1 ,
MONTCLAIR - :a•�+ OflTARtO ` -tom vA:,F ice+_-•' ST /i -/�' } - REMOVE EX. PAVEMENT
'+55 ON 70_ S��ST1 ` z'� • I
N7L RNq 7L-- [[Z �
7
�. 04 R
row
z .r.rn•»• ;�, ___ SAN BERNAROTNO _ _ _- � M•TO% INSTALL ~PETROMAT` FABRIC
_ K.v >;s�ue_ Q Z MEMBRANE OVER EX. PAVEMENT
CM -fr, COUNTY
., COUNTY
. �. J
.VICINITY MAP
NO SCALE
^
SPECIAL NOTE FROM PRTVATE EMINM, TO CONTRACTOR
Contractor agrees that he shall assume sole and complete responsibility for job site
' conditions during the course of construction of this Project, including safety of all persons
and property; that this requirement shall apply continuously and not be limited to normal
working hours; and that the Contractor shall defend, indemnify and hold the Owner and
the Engineer harmless from any and all liability, real or alleged, in connection with the
performance of work on this Project, excepting for liability arising from the sole negli-
gence of the Owner or the Engineer.
i
REVISIONS DFSmNfn 9Y_A..,Gr.B_CYII.• I.• �� CI1 Y OF BENCH MARK No. ELEV.
PREPARED 8Y
MMK DATE BY DTE 6/�� LOCATION: BASE LINE IMPROVEMENT PLANS
S
HT OF TASSOClATED ENGINEERSRANCHO CUCAMONGA
S19 EAST `E` STREET ONTARIO . CALIFORNIA 711 - •99 - $918
DATE 6/79 (SEE SPECIFIC IMPROVEMENT PLANS)
TITLE SHEET, ,'VICINITY MAP 9 SHEET INDEX, GENERAL NOTES. PROJECT N0. M-ROb��Z
CHEr.KFn 9M APPROM 123SB9 8 L) �1t1 e.- '.S-Z7— ?,0 '
CONSTRUCTION NOTES. AND LEGEND R C E N 0 21104 DATE DWG +
DATEDATEGI Y EM�IN[ER .C. E. Mo. DAT[ ' 79_if A n�• NO.
33TO SO' 60 ' 60 '
ww�8' 24 24 /2'
//' �/' 24' /2 "
• 2' OVERLAY FEATHER 2' OVERLAY FEATHER
2'OVERIaY FEATHER OVERLAY FEATHER � SEE DETAIL SEE DETAIL
SEE DETAIL 0.351 SEE DETAIL rr^^
YJ °
0• 0.35' P aO8 TH/CSN _6
E 5
O.OB'
0.351 , -276+ , GLITTER
� O:OB 1 2'16+ , .L 5 GUTTER OVERLAY
�---' _ UTTER -�; -2%+ 0.35
EX. CURB . _ moi► ± 0.351 1.5. EX. CURB O.OB1
-F
1 • J • • �� I
r'
_�� • - 1 IBEX. CURB i i J I+EX. CURB 1� BUTTER
COST. VARIABLE THICKNESS -, •
A.C. OVERLAY FROM 241 N. I GUTTER CO11ST. VARIABLE THICKNESS_ I
TO 321 N. OF f. CONST. MIN. 0.351 THICKNESS A.C. OVERLAY FROM 21 ' N.OF '
CONST. MIN. 0.351 THICKNESS THICKNF.S3 �5 _
A.C. OVERLAY FROM 241 N. & TO 32 N. OF C. A.C. OVERLAY FROM 21' N. 6 ROC. FROMR241 S. OF C TO 34.56S. L
S. OF £. CONST. VARIABLE THICKNESS 241 S. OF C. OF C.
CONST. 0.351 OVERLAY. WHERE REMIT,a,LI.SMDICATED
A.C. OVERLAY FROM 24' S. ,[
REMOVE EX. PAVEMENT & CONST. 0.3' THICK A.C. OF £ TO 34.5'S. OF F (EX.
PAVEMENT OVER 1 .2' THICK AGG. BASE OVER COMPACTED CURB i GUTTER ONLY TOO STA.
NATIVE MATERIAL (LIMITS OF REMOVAL -STA. 25+70 TO 26+58).
STA.26 +TS). O -
BASE LINE BASE LINE TYPICAL OVERLAY FEATHER DETAIL
FROM STA .18+76 .80 70 STA. 26 +75 i �\ FROM STA. 34+18 TO 36+20 SCALE: HORIZ I " = 2', VERT. C = 2'
33' TO SO" 42.5' TO 50' 3.3' TO 60' 60'
04R/E5 Z/' 24" /2'
30 TO 3�'
/9' � 47 TO 36 �
VAR ES VA
RIES 24 VARIES
\ 2' OVERLAY FEATHER �' 0` 7-01201 817-0 �6' , /2' -23 ' .1�2~ ro 3'/2
^ SEE DETAIL \ B
l� t
0.95' 1.5 GUTTER §LOPE- r
SEESoETIAI� DIKE2' OVERLAY FEATHER
_ I 0.301 SEE DETAIL
"2%#
+ ' 0.35 - 2 + - 2%+ 0.301 1.5' GUTTER Be.
�L - _L �-•-- h - - _ _ --�- 0.0e r
' --_ _
EX. CURB d , L� 0.15' I FUTURE CURB A--� - - -
• p11"-- BUTTER AT 361 I T ✓ ' o Fl
e �
LEFT OF �.
' ° ILS-EXIST. CURB GUTTER ° ' _ _ J rEX. CURB ari BUTTER SECT/ON END CUTOFF
•
. .
CONST. VARIABLE THICKNESS � } I
A.C. OVERLAY FROM 211 N. OF�
TO 321 N.- 36'N. OF C. CONST. VARIABLE THICKNESS
A.C.OVERLAY FROM 24'S. OF E TO COAST. MIN. 0.3fl1 THICKNESS
34.5' S. rL.
CONST: 0.301 A.C. PAVEMENT A.C. OVERLAY FROM E TO 36'N. COAST. VARIABLE THICKNESS
OVER 0.51 AGG. BASE OVER OF Z A.C. FROM 24' S. OF t TO
COMPACTED NATIVE SUBGRADE 34.5' S. - 45.5'S. OF A. C. DIKE DETAIL
COAST. 0.35' OVERLAY.KHERE REMOVAL IS INDICATED NOT TO SCALE:
REMOVE EX. PAVEMENT 3 CONST. 0.31 THICK A.C. INSTALL"PETROMAT" FABRIC
PAVEMENT OVER 1 .2' THICK AGG. BASE OVER COMPACTED MEMBRANE OVER EX. PVMT
NAT
FROM I TO T4+VE MATERIAL (LIMITS OF REMOVAL-STA. 26+75 TO STA. • 401IN 1'S. (STA.69+00 BASE LINE NOTE-
27+35).
BASE LINE 1. DIKE SHALL BE CONSTRUCTED OF TYPE B ASPHALT CONCRETE
FROM STA . 26+75 TO 31 +68 FROM STA 69+00 TO 74+40 2. PAINT BINDER SHALL BE PLACED ON EXISTING ASPHALT CONCRETE
PAVEMENT PRIOR TOTHE INSTALLATION OF THE DIKE.
30" TO 60' S0' TO 60' ' 60'
60'
V14RIS-5 2/" 24' /2' 24' 12
DRI vEwA y
2'OVERLAY FEATHER 2'OVERLAY FEATHER 3► SEEPLANFOR
SEE DETAIL SEE DETAIL 11 2' OVERLAY FEATHER
LOCAT/D/V
1.5' GUTTER I.S'GUTTER SEE DETAIL SEE DETAIL EX DR.15 P. C.0 _ /V p
2 OvERLaY FEATHER lr .PCC- OR DIRT
0,351 0.351 � � �OR 5E PLA F01P
1.5' GUTTER 0.30 1.5' GUTTER TYPE G G
-1 OOe' - r 0.301 -27G+ I 2%+ r 0• r SEGORR4DE /FE�t'OR. I TAPER y O//V Eii' E
r 0.30 r
EX. CURB a --- -- - -- - _ �� 0.08 IN/D ill E
. n
GUTTER 0.08 '- -- - i EX. CURB i BUTTER EO I
EX. CURB 6 GUTTER----JL- - pAD Q
EX.CURB a I T f Gr Q h
CONST.
VARIABLEERLAY T 211N.
GUTTERA.
TO 321 N.-34.5'N. i. CONST. MIN. 0.901 THICKNESS CONST. VARIABLE THIKCNESS
COAST. MIN. 0.35 THICAIESS CONST. VARIABLE THICKNESS CONST. VARIABLE THICKNESS A.C. OVERLAY FROM 241 N. A A.C. OVERLAY FROM 241 S.
A.C. OVERLAY FROM 211 N. i A.C. OVERLAY FROM 24'S. TO A.C. OVERLAY E�:OM 241 N. 241 S. OF t OFT_ TO 34.5' S. OF f.
24 S. OF f. 34.5' S. OF � OF C TO 34.5'N. OF f (EX.
I CURB 3 GUTTER ONLY TO STA. p
87+73)• INSTALL 0"PET R MAT" FABRIC Q 13
0 C of •
MEMBRANE OVER EX.PVMT
BASE -LINEBASE LINE FRO+ooi N. a 12'S. (74+40 TO P�
lorlm 01 r%
FROM STA . 31 + 68 TO 34+ 18 FROM STA. 74+40 TO 88+29 p1
Or 0 �YI4 TCH EX. �I VE {Y/DTH E
O P 11 y 45 1Xl?1C,4TEb ON PLAN SCE
USE /21 MIN. O�
0Fa .5,
4.C. DIKE T�I� 10P
CONST. O/7'Tf//C:lr
OF aK I A.C PAVEMENT O
,AQP ,
-' 1�� �I REMO VE ANY EX. A1;W1 VE
• ��
0- PA v6-mENT
_ y
DRIVEWAY RECONSTRUCTION DETAIL
• NOT TO SCALE
SCALE: 1 "=10' HORI2. V-21 VERT.. ,
REVISIONS
OEsrc*tED w A- G_ ELL.L. S. UT Y OF BENCH MARK No. ELEV. __
PREPARED •1r
MARK DATE 8Y tmTE 6/79 LOCATION: BASE LINE IMPROVEMENT PLANS ASSOCIATED ENGINEERS sHEET_2.OF 7
'
Q. G. RANCHO CUCAMONGA
DRt.WTI eY 310 EAST "E" STREET ONTARIO CALIFORNIA 711 - 1156 - ftl•
DATE 6�7g ISEE SPECIFIC IMPROVEMENT PLANS) TYPICAL SECTIONS & DETAILS
PROJECT N0.M-R860(,2 i
CHECKED 3 g d 3-Z'7-Sd
By
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0 CURVILINEAR SIDEWALK NOTES o• �_ P—L. }N
CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STD♦D%VG• NO. 304. .1 . • �' . ` • . 304 l f SCALL t - Q'.
U.
. THE GENERAL LINE AND GRADE SHALL BE SHOWN ON THE LANDSCAPE PLAN. '� a-
APPROVAL OF FINAL LAYOUT OF f'URVII_INEpR SIDWALKS SHAI I HE MADE IN THE FIELD I u ' R= / - i
AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED 3 to U. • . . 300' -
U. t REE��
M I ;niOVAL
BY PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. ` '=� sac /b . ,
THE PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ed( , • I ,,� • • . ,
ANTICIPATED FIELD INSPECTION. IN THE EVENT MAJOR CHANGES ARE PROPOSED TO THE 0* -- �=---= L -- } ti --- ----- - - - - - - --- _ ___-_ " '
a `-3
- ' CONCEPTUAL SIDEWALK LAYOUT PLAN TWO SETS OF RED LINE PLANS SHOWING N�...,., %
F- + I.:
THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME THE 48 V 5 .. • ' 0 N .%0 Lill m +�..I 6 ROTECT IST' '
EX
CURB >A GUTTER HOUR NOTICE IS GIVEN TO THE CITY. tl1 :•, I-. , - .
P.M. 12629
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IS KI CONSTRUCTION N 1.
OTES
-- � I4, 11 .
/8 18 cl
I. REMOVE EXISTING PAVEMENT. CURB, OR WALL (TYPE AND LIMITS AS INDICATED).
c� 6 1 ` IREMOVE EXISTING TREE (SIZE AND TYPE AS INDICATED).
11
IIILtJ - I U _ EXISTING UTILITY POLE TO 8E RELOCATED BY UTILITY COMPANY.
� �-- } Q I `� RELOCATE EXISTING MAIL BOX.
.,
I� W I� 05 ,- RELOCATE STREET SIGN.
4
II a Icr I EXISTING WATER METER TO BE RELOCATED. (BY UTILITY COMPANY)
s.
I mm , j II 7. CONST. ASPHALT CONCRETE OVERLAY PER TYPICAL SECTION.
BAS E LINE AVENUE li Q I) el- SUBGRADE
CONST. ASPHALT CONCRETE PAVEMENT OVER CLASS 2 AGGREGATE BASE OVER COMPACTED NATIVE
U � PER TYPICAL SECTION.
(0O' ( 9.� INSTALL "PETROMAT" fABRi'C MEMBRANE OVER EXISTING PAVEMENT PER TYPICAL SECTION.
0., CONST. B" ASPHALT CONCRETE D 1 KE PER DETA i L ON SHEET 2.
�G • �.-RECONST. DRIVEWAY AS SHOWN AND PER DETAIL ON SHEET 2.
Iq ADJUST EXISTING MANHOLE TO GRADE (TYPE AS INDICATED) (BY UTILITY COMPANY)
• 13 ADJUST EXISTING WATER VALVE COYER � SLEEVE TO GRADE. (8Y UTILITY COMPANY)
' (NOTE: - INDICATES TN IS NOTE DOES NOT APPLY THIS SHEET.) - '
REVISIONS DESintirn , ._S.YW• L.. S.• BENCH MARK t4.:S-C.&G.S..41-11ELEV. -1322. 35
-- C11 Y OF
• MARK DATE eY 6 - PREPARED �r
• DATE LOCATION: BASE LINE IMPROVEMENT PLANS ASSOCIATED ENGINEERS SHM–l—OF—�
DR,WN Wig. RANCHO CUCAMONGA
S.E. CORNER � BASE LINE & TURNER ils EAST `E" STREET ONTARIO CALIFORNIA 714 - 1186 - Set•
DATE
5/79 PER C..S. FIELD '.BOOK 4014 PAGE 362 BET�IEEN 170' E.. RAMONA AVE. & 225' W. CAMBRICIGE AVF. ��'� NO. M'�0�(z
cHrrtcEa nr sv .Z3�8� ,�9 -
ITV N�11d— 1014
• �'�� Q
DA C. L w DATE .r y �, R.C E N 0 E1104 DATE ?9.44 Di. NO.
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