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HAVEN AVENUE
STREET IMPROVEMENT,S
NORTH OF EIGHTH STREET
GENERAL NOTES:
I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROPRIATE
SECTIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION - 1988 EDITION PLUS THOSE SUBSEQUENT SUPPLEMENTS
DATED 1989 a 1990 AND STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION 1988 EDITION.
2. THE CONTRACTOR SHALL POSSESS ANY AND ALL CONTRACTORS
LICENSES IN FORM AND CLASS AS REQUIRED BY ANY AND ALL APPLICABLE FOOTHILL BLVD.
LAWS WITH RESPECT TO ANY AND ALL OF THE WORKED PERFORMED 66
UNDER THIS CONTRACT INCLUDING BUT NOT LIMITED TO A CLASS " A
( GENERAL ENGINEERING CONTRACTOR ) OR A ' C-8 ' LICENSE ( CONCRETE
CONTRACTOR ) IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S
LICENSE LAW ( CALIFORNIA BUSINESS AND PROFESSIONS CODE SECTION 70.00
ET SEO ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO
AT THE TIME THIS CONTRACT IS AWARDED. ARROW IRT,
3. RAILROAD WILL RE-BALLAST AREA IN ROADWAY AND BRING RAILS TO STREET
DESIGN GRADE. ALL WORK SHALL BE COORDINATED WITH THE INSTALLATION
OF THE RUBBERIZED CROSSING PADS, REMOVAL AND INSTALLATION OF EAST RIM `
RAILROAD SIGNALS AT THE RAILROAD CROSSING BY THE A.T. d S.F. RAILROAD. WEST R/M HUMBOLDT ONE LANE OF TRAFFIC SHALL BE MAINTAINED IN EACH DIRECTION AT ALL TIMES.
� 671 AVE.
40' 2 0' A.TA F. M.
20' 4 4 4 0 5
6' T 4' 6' TO 10' `
8TH ST.
CONSTRUCTION NOTES: '4'
SECTION LINE 7' 15
ZI
7' 1 •
P/POJECT
I. REMOVE TG 5 6. 9 3 2 W96 2 2 1 LOiCAT/OM2
2. SAWCUT �G �.
4TH STREET
� — .30y6 _ -- _ I � – ------- - ---- ?
3. PROTECT IN PLACE
4. CONSTRUCT P. C. C. CURB AND GUTTER PER CITY STD 303
5. CONSTRUCT 0.42` A.C. PAVEMENT(0-10-A.C. SURFACE COURSE OVER 0.32'A.C.BASE COURSE) OVER 7.5 AGG. BASE.
6. CONSTRUCT 0.10' A.C. SURFACE COURSt. TYPICAL SECTION
7O. CONSTRUCT P. C. C. SIDEWALK PER CITY STD. 310 3 311
8. CONSTRUCT A. C. SIDEWALK - 4' THICK HAVEN AVENUE
9. COLD PLANE REMOVAL J0.101) STATION 53+15 LOCATION MAP
R/W NO SCALE NORTH RIW
4 '
10 INSTALL TYPE 'L' PARKER PER CITY STD. 403 AND 406 VARIES VARIES2 SHEET INDEX
II. INSTALL '1181' SIGN PER CITY STD. 403 AND 406.
12 CONSTRUCT PAVEMENT TRANSITION WITH REDWOOD HEADER PER CITY STD.406 EXIST. E.P. I 6 9 191 SHEET CONTENTS
#
5 1 TITLE SHEET
e 25 +•
13 RUBBER CROSSING PAD TO BE INSTALLED BY A. T. d S. F. RY. CO. * �� % 2 STH STREET TO STA. 54+10
14 RAILROAD CROSSING GATES TO BE REMOVED BY A. T. 1 S. F. RY. CO. 3 STRIPING PLAN AND DETOUR PLAN
i 2 DESCRIPTION OF REVISION DATE
CITY
APPROVED
15. RELOCATE EXISTING TRAFFIC CONTROL SIGNS
2
16. EXISTING POWER POLE TO BE RELOCATED BY SO. CAL. EDISON
CITY OF RANCHO CUCAMONGA
17 GRADE TO DRAIN TYPICAL SECTION TITLE SHEET
18 CONSTRUCT PATTERNED STAMPED COLORED CONCRETE PAVEMENT (6' ■ 10' UNLESS OTHERWISE SHOWN)
f` ss'�y.
19 CONSTRUCT WHEEL CHAIR RAMP PER CITY STD. 310 HUMBOLDT AVENUE _ ��,�;-�--!1.�-�l HAVEN AVENUE
AT E.C.R. /✓c� 41
AT
NO SCALE �.
0 - A.T.S S.F. RR. CROSSING - W.U.C. NO. 2-967
21. INSTALL 1-112' DIA. P.V.C. STREET CONDUIT WITH 114' PULL ROPE. (SEE SPEcrcATION'S APPENDIX FOR DETAR.S) S$I IMPROVEMENTS NORTH OF EIGHTH STREET
22 EXISTING STREET LIGHT TO BE REMOVED BY SO. CALIF. EDISON CO. RA
23 STREET LIGHT POLE AND 9500 LUMENAIRE TO BE INSTALLED BY SO. CALIF. EDISON CO. (SEE SPECIFICATIONS APPENDIX FOR DETAILS) fsc ,9 CIVLI. t;Q APPROVED BY: ll DATE.
OF CA��F D CITY ENGINEER �i�x �► %fit RCE. No.3/q7?
24 CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY STD. 305 (MODIFIED 8"THICK) �, No.M479
Exp W-91-A? DESIGN K.W.C. ENGINEERS INC. RECOMMENDED
2 CONSTRUCT 8' ASPHALT CONCRETE BERM PER CITY STD. 313. * GIS. Z--
J' P 702 SO. RAMONA AVE. SUITE 104
26 NEW RAILROAD XING GATES TO BE INSTALLED BY A.T. d S.F. ! BENCH MARK NO. 10021 DRAWN SHEET
27 NEW RAILROAD XING SIGNAL TO BE INSTALLED BY A.T. d S.F. 9lFOr CAS-li 14 ROUND
OO ND H Re A�OUTAMPE *68 Co of 8TH• G.L.S. PHONE CORONA(� 14)*734-21301 OF
STREET AND HAVEN AVENUE, I FT. SOUTH Of NO
NORTH END OF CURB. CHECKED ' R.CE NO 5646 DRAWING NO
ELEV. 1114.722 1987 H.A•W L DATE FILE NO 701 l
1
PROP. WEST TOP Y •YCURB _.
OF CURB
54.98' Ori CURS c i
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0
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.�-� '� ! WEST CURB. o It
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°° N rn to O M] PROP. FLOWLINE ST. SURFACE @ ' d I F f
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51 1 I 5 A.P.N. 209-062--04 53 > 17 SIGN
A.P.N. 209-113-02 A.P.N. 209-062-03 A.P.N. 209-113-01 A.P.N. 209-131-02 LEGEND
5 A.T.a S.F. R.R. 3 3 27 A. .& S.F. R.R. DEBERARD ROBERT ET AL
3 N ad 26 m 2 { 3 - CONSTRUCT .42�AC PAVEMENT(010'A.C. SURF. COURStt` OVER 0.32'A.C.
II' x 14 3 w BASE COURSE) OVER 7.5" CRUSHED AGG. BASE.
5•
3 m J Z co }15 TO W 22 X o �' 0 5• 12 3 COLD PLANE REMOVAL 0,10 AND CONSTRUCT 0,10 A.C. SURFACE
~ W ► I ( J x .w 2 v J TAP R!2 m ��. F• COURSE.
-�1 f" 3 3 cr
J W Q > c� 43 w W 3 15 '' r 16O CONSTRUCT 'BRICK RED' COBBLESTONE PATTERN STAMPED COLORED
W I N 12 o Z 3 m 3 z o a a z a a g a �- 3 12 J h1 v87 ® CONCRETE PAVING (WITHOUT GROUT) - + rH/GK
_
N Co� V O (J U L 2 W ad (n (D F- ti * g':, �� OJT SCALE: =20 9.2 .00 o W Z m °d w m 00 z = 3 m 3 I' "g•CL (D , ¢ 9+1300 REMOVE EXISTING A.C. PAVEMENT_ t
- 25 Z a W m w W x a W U E. —z,fl m
A.P.N. 209-24207 _ I ~ N c� w 0° I- _ -j °. 0° "' >
E.C.R. c� �! U) Q O I x w (n (� Y . n, �_ O
CHAGOLLA, PAUL L. 8 SALLY C. LOPEZ a� :. ; 9.18.00 �, (O r' W o "'cn a _ 25 \ 6• '
+ 3 w co tr
cli V �• Gj• 5 00
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10 Z x 18 a �" ��a 5 2� EXIST. R/W
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3 ' 6 9 22 13 .000�� W DESCRIPTION OF REVISION DATE PITY
�kr O 44 a APPROVED
� 9 3 �
2 �° ,� 11 I Z CITY OF RANCHO CUCAMONGA
�w �,Z,P `Z' S, g 18 t 7• 10 - ��,TYP - �O),LF n (~n -i
03 ,tioo° 8 �`F a 0 1� PLAN AND PROFILE
- _ -- - 4 -
.HAVEN AVENUE
12
1 r 5:1 TAP EIGHTH STREET TO STA. 54+70
e-—<---------- Is' 40 _
Y ------- a ooESSIpNq
J W J o c y ��O��N(�RA N l�y APPROVED BY: DATE:
a m�- m r � �?w� — O� �' CITY ENGINEER aZ� �y RGENO. 191
VE DATA m= w r. f- • zt a- z EXIST. Rtw tQ �, 2
M(D m J J N O z x (D 3 (n m w r-� DESIGN RECOMMENDED
1 A-90.00'00' Ij w _ w Q a U) z o� o 06 F- o '031479 6 K.W.C. ENGINERS INC.
W A (7 J Y W z = W ^� Q
R-35.00' t^-J z r� Crm _ z x .a Ow x z mw to w o A.P.N. 209-143-01 ar Exp. /P-x/-92 G.L.S. S l0
HAVEN N .4 a = � � o � w- o - 'W� z AVENUE
N w �-. 702 S0. RAMONA AVE. SUITE 104 � Z� •
L=54.98 V 1- -f-°d z cn �-
= U w '� a a (D m w a H-•> In 0. � {f, t
� o ti a S.B. COTY CORONA CA. 91719
T-35.00' m o n O Y = a o (D in J g ai � _ N�a >- ♦ �Q DRAWN PHONE (714) 734-2130 SHEET
" Z .°e cD Jw J m z 3 °d N' (OCL ! Ym 3 CIV1l �/ 2
O o= 90°00 00 3 a a> W x Z Z (D r w M + °d >w !f—, 0� G.L.S. OF 3.
R- 40.00 3 3 O w W� w 115 I j ?c z • °d �a 3. Z r'�mcg °d O pf C tr CHECKED DRAWING N0.
L= 62 83 I 3 :r�(m'nc� 27 0 ,�� J J 14 26 24 ��� -�
A.P.N. 209-401-Oi �y� R.C.E. NO
T= 40.00 A.H. REITER DEV. CO. 3 _ N0 3 a v 3 3646
m v.a 4 15 26 14 3 v 3 9 A.P.N. 09-143-10 A.T.a .F. H.A.W.HAWDATEVh-'1I $L FILE NO 7.01 /y/2