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PLANS FOR CONSTRUCTION OFr
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CUCAMONGA,
CALIFORNIA1
DRAW1 INDEX
Flood Control District Drowingt: GENERAL NOTES
Sheet No. I Title Sheet
" 2 Storm Drain Pian 8 Profile Sta. 46 + 29 to Sto. 53 + 00
3 Sta. 53 + 00 to Sta. 59 + 45* >i" i"1/ 1. See Special Provisions for additional construction information, details and traffic control.
4 Enlarged Plan, Details 8 Sections
2. In general, all' construction materials and construction methods shall conform to
Trans portation Dent. Drawingj: FOOTHILL �, v . Part 2 81 Part 3 of the Standard Specifications for Public Works Construction
Sheet No. 5 Typical Roadway Sections, Curb 8 Gutter Detail 8 Driveway Details / unless otherwise specified.
6 Plan a Profile of Cleveland Avenue W Id /
W
W >
N N 11 11 11 11 11 11 > > -r
7 < < � < 3. Protect all utilities, poles, signs and existing improvements in place unless otherwise
. e « N N » j7 � CUCAMONGA ��
ARR01M Y directed by the Engineer or noted on these plans. Where relocation of these utilities
N N 9 N N N N N a W I are required, the Contractor shall co-ordinate construction as necessary and as op -
10
p -
IO N N N N M w Yi proved by the Engineer.
" 1111 is " JERSEY etYO. _ 1 4 These plans depict all active utilities known by the District to exist at this time
12 Pion 8 Profile of 8th. Street 1
N N 13 11 I# N 11 N 11 OTH
AIT S =.F > R ( ' except individual private serdices.
N N 14 Intersection Details at 4th. Street ! ROADWAY STORM DRAIN CONSTRUCTION CONSTRUCTION structures 1 / otherwise�j. All shall be of 560-B-3000 concrete unless otheise sP ecified.
" 15 6th. Street 8 8th. Street Embedment clearance is t outside f mainreinforcement
« " < 6. o o s e o o and unless otherwise noted
N « 16 Catch Basin Details 8 Typical Local Depression •TM W shall be 2" where concrete is poured against forms and 3" where concrete is
17 R.C.B. Outlet Structure Details 8 Catch Basin Details J CT � g
r W "' poured against earth.
O'
> ' 7. The clearance between face of concrete and reinforcing steel shall be meosured from
W
d the face of the concrete to the nearest outside edge of the reinforcing steel. Clear-
REFE1 ` ENCES __ __ _ _ once r shall I n t
--- - e tole once s o o be greater than 1/4
.
u' �� cucAwoiroA - I
CVA?1 PROW ONTARIO ONTARIO 1
S. All steel exposed P completely 9
Ar."Ns W MOTOR
CITY LIMITS p d to the atmosphere shall be cam tetel galvanized in conformance
Basis of Bearing: Cleveland Avenue between Fourth Street and Sixth Street " t <> SPEEDWAY with Section 206-7 of the Standard Specifications for Public Works Construction.
N 0 16 30" W per S. B. County Transportation Dep t. plans W x
entitled "Cleveland Avenue from Fourth Street to 2000' ; - 9. Pipes at structures shall be trimmed to final shape and length before concrete
North Rd. No. 242700, File No. 97-90, Sheets I to 3. $AM rERNARa1110 FWY. is poured.
y
Bench Marks: 1)S.B. Count Surveyor No 700-28 Described as foilows: 2.5 mites --'�s "�`'>5 £A4 fRNAI ,�
j
west along A.T. a S. F. railway from the Etiwanda siding sign, 1/2 s P T Co u-F'6 T s R R ' •
miles east of Haven Ave., set brass disk in concrete mon. ( 8 dla., -�--•� =LOVElt AYL
'1 4' long), 95 ft. south of south roil, 22 ft. south It- of 8th. St., 97ft
south and 53ft. east 1/4 corner section 12 8 13, TIS, R7W, S.B.M. < CIYY OF j
about level w/tracks and 8ft. east PP* 1377479E. ONTARIO
ONTARIO W
2)Fd. R.R. Spike in PP*1733800E at northwest corner of Hoven Ave INTERNATIONAL
and 4th. St., Elev. 1031.5, FB. 11, Page 477 Wi v1LL�
AIRPORT
3)T. B.M. * 2 Made chiseled "O" in top and north end of curb, west eAsIN
side of Cleveland Ave. and 2000'* north of 4th. Street, Elevation 1 '
1056.08, F. B. 4014, Page 814
4)T. B.M. a 4 Set chiseled "O" at southeast corner of drop inlet, at •
northwest corner of 4th. Street and Cleveland Ave., Elev. 1028.81,
FB. 4014, Pgge 818 LOCATION MAP
Field Books; County Survey Books - 4014, 693/694, 700/7'01,791/832, PROJECT `-
836/842, Book II Page 477 NO SCALE
Standard Plots: Flood Control District Standard Plats: 147, 148A, 148B, 150, 170C, 175, '
175A, 175C,1751, 175 M, 175N,206
County Transportation Dept Standard Plans: 117, 119, 206a, 206b
Caltrans Standard Plans: D74-12,, D77-A.2, D77-B.2, D80-22083-4 IP
File No. 1-505-12
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. . H�.- ST. DRIVEWAY DETAILS
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REVISIONS
�� �' • - 4 MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT
0, a
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- PLAN - _ ,da . ti
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<. TYPICAL :ROADWAY -SECTION'
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r k G.J.M. H,,Q, v, TYPICAL DRIVEWAY DETAILS -
. B TED Y BY:
CURB 8r GUTTER DETAILS
'� T SCALE: 1��=I� N RC141EF, DESIGN SECTION
LEVEi- I • DRIVEWAY D` , AILS CHIEF DESIGN G E
i -
. -. CO /AP OVED BY RECOMMENDED BY: HO 598
SCALE' I - 4 r
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SST RD.�MM. ENGINEERING ATE . DATE SCALE FILE NO. DR N0.
. - i i, - - -
APPROVED BY
A P ov �pBY: i AS SHOWN I 505 1 4
-
1. .
i �; I R ! DATE L 1 • •i.,. . , s��*
s t U Y O
t N„� : CONTRACT No. 7408 Sht. 5 of 17
: ,
. 's
.
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EX13T. Top- QF. G1R� 0pBEG/N CLEVELAND � C
,
AVENUEt G'ONsT
�' t o 1040
1030 o ; i coo
.STA, , 42. G .. _ _ �; a o
PROFILE:
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0 _ SCALE: HORIZ. I"=40 M1114
N VERT. 1 = 4N
1025 I o o = # ° I035
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5.11A1 - FD. R.R. SPIKE IN P.P. � W 1 � � +p,B3%
1733800 E N.W. COR.
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HAVEN 4th ST.
E L. 1031.50 PER C.S.F.13. 11/4'1?
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CU. � EXC, 84 .� 2G� I 31.9 _ ' _- - �? 2._-2 _ T. __._. _...._ .. ..-._-.._.._.. . . _ . . .._ .. ... . _ __ ...._... _._ _ _ . ... ,_..-
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3 ' 4 5 6 7 $
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-- FOR INTER-5ECT.IQhL_
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DETAILS SEE-_ SH?. I�
F.. . INC - --
19_
--�- CONST. R.C.B. OUTLET -ETR MT U R
—~ DRAINACaE _ EAS.EUENT
a S ~� - CONST._ 8'x 2.3' R.C.B.
n SAWCUT t REMOVE EXIST.-C.L)B%_�`j L�Ll1 1
aF I f.Q1y.ST.._. CA C_H__ B IN C
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H _ _ � � Ex13T, cuR13 # CwUTTER . . - . . . . . . -._ . . _ , , L . .... .__FVW }, LECA END
W C� — SOUTHERN CALIFORNIA CSA; COMPANY i
-- _ I W — CUCAMONGA COUNTY WATERO Di'TRICT
-GUT EXIST. A.C. REPyAGE WITH._O.ZZ' A C y y � � WATER LIME
_ .. . __ REMOVE- 1NOQD HEADERS MEE i
CUCAMON
7_ A REMOVE (AND DISPOSE -" EXIS C.S.P+ .- - _.: L�t�1 TQ STA. 19+89 _5fl . _ S GA GUL�hITY. WATER. D►STRICT'
1 ,
METALI AFL RED ENO SECTION. EXIST. PAV _T, STA.
I SEWER L.1N g`
I
,? - 13 - -�_ __ LEVE$.A -- f 5 --- 6 - _ _ - IT , -- ,-, -- _ -C5 — CHINO eAZIN UUN1Qj9,AL WAT A =TMT
va N. O� 14'30"W.
M v v ,v w— ex 15T. Ej! w v.� , w 1-�kki - _ _w--+p _ SEWER LINE
r ; , N5T• 3>v R,C.i3. GC)NST. CURIE �4 GUTTEFZ CO[�IST. _A.G._�JKE . -- V Y Ni v V v- Y �, y est. E.R y Y Y�t AA1N� J`A�T PII�I.1T l .. aAIATF.S �AIATJGI 33
INSTALL 5 R.C.P. 1
v v v V v v v v WN>1 :
` 50' E.R TRANSITION V v v
rl I'"" x t3 N'1'__
CONEST. CATCH MAZIISS A1S0 � wa - ...::_- R�N+ovE Ex1�T. A.-c.��K�.- _ � _- � GENER�4L NOTE 5 : _ 1
0 2 ; O � ANQ SPANORML
o - _ I z ____-_-- _J.) DETAILED RIGHT-DF-WAY MAPS ARE ON FILL
-a }- �?'Q __ _ CONST. CURB C-�_UTT_z _...�_ .' 1< ! 1W THE OFFICE OF THE COUNTY RC ICAO
COMM 155 I ONER , 820 E. THtRCL- ST. � SAN
O Q F- V BERNARD4N 0-,. CAR.•IJF- SEI; FI4E NO. E49100 JA
Z . . .
�- 0 FA- THE LOGATION-5 OF ORI'VilWANZ ARE APPROXI-
_� _MATE ONLY. THE EXACT LOCATE _ 1A 1jj
t- ( -Z1E�F RDdI�IE� $'f Tli - ►
_ a c�RR�_ PRES.
o W
2W
1 1 1 1
413 48
4.1
fit Z p R E V I S 10 N S SAN BERNARDINO COUNTY
C1
MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT
-� C LEV ELAND AVENUE
'
O /� 4TH ST. TO STH ST. r
W W W PROJECT ENGR. DRAWN BY: CHECKED BY:
uo (Z fZ G J. M H. R. V.
O _ > B TED DESIGNED BY:C.
IN- - � CUCAMONGA AREA
CHIEF DESIGN GINEER AT HI DESIGN SECTION
,%owl
/1
y �' CO DAP ROVED BY: 1 RECOMMENDED BY: HO 5986
]t
S T. RD. M. ENGINEERING DATE CHI ENGINEERING DIVISION DATE SCALE FILE NO. DRWG'N0.
A R E Y APPROVED BY:
A5 SHOWN I-505-1 . � of
00UNTY ROAD COMMISS NERATQ E FLOOD CONTROL ENGINEER i
.CONTRACT No. e08 Shy 6 of 17 _
:
Co
- . . PREFILE
I- N
•
SCALE: HORIZ. I =40'
'.
j VERT I°_ 4� N
io
- J
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CLEVELAND AVE, PROFILE - O
I , ; �050
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11 O) o
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0 Di
1045 0 = = o 1045
0 �
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1040 p '
i
B.M. - FD. RR SPIKE IN PP #
1733500 E 0 NW. COR. ;
HAVEN 4 4.0 ST. ,
EL. 1031.50 PER C.S. F g. 11 477 _
;
1
2 Z 2 183 2?8 (03 !op EE I
2 4 H 32
z 22 Z22 2� T 9
EXG. (o S
C
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O O O TOTAL
' YD3 EMS. O O O 2 2 2 S
8 9 - r0 II 12 -13 14 15 16 .17 PLAN
3 SCALE: I"=40'
FL.
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GENERAL KNIT.. OF CALIF -INC. I GENE}�AL KNIT OF CALIF, INC.
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i MEET EXIST:. �"FAV'T:•
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i � 8 9 .10 li 12 13 ; 14 15 1.16 I7
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-+
CLEVELAND— -� a .� -� — AVE. + .
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CORP. PRES'.f CN:f 1:C. f L.TJ. .- I } LUCAS ) EILEEN P. _ ET.- AL. tuC0.3 , E►LEEN P. ET, AL, 9
RGBER�3 RT>aa�, W,
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N R E V I S 10 N S SAN BERNARDINO COUNTY
MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT
N
-p CLEVELAND AVENUE
OOD � PROJECT ENGR. DRAWN BY: CHECKED BY:
4TH ST. TO STH ST.
0 � _ G.J.M. H, R.V.
44ETED B DESIGNED BY:
DESIGN NGINEER ATC. I I CUCAMONGA AREA
D II t CO D AP OVER BY: RECOMMENDED BY: H05586
_
ASST MM r_NGINEERING u I DATE SCALE FILE NO. DRWG NO.
AP RE Y �_ APPROVED BY: AS SHOWN 1-505•-1
W AD C .MIS I F I.TE FLOOD CONTROL ENGINEER
' U ACT Na
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OD O
PROFILE
N
3 SCALE: HORIZ. 1 =40'
VERT. 1� = 4� N
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AVE Ex1�TOtLEy .
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- g IMP. PROFILE EXIST, PROFILE @ q- CLEVELAND AVE.
b. M. - FD. RR SPIKE IN PP #
1733800 E 0 N.W. COR.
HAVEN 4 ttl ST
EL. 1031.50 PER C.3.F.M 114'7? J
F r--r.a vv
C U. EXC. zG9 Sao 3Z3 •'SSS 'TTri 7'72
. _ 1 . . . _ 7?3 73=5 1plo3 SHEET 4994
Y DS. EM S. 's. O O O - a O D O TOTALS
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17 1S 13 20 21 22 23 - 24 25 Z6 -
PLAN
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R E V I S 1 0 N S SAN BERNARDINO COUNTY
MARK DATE DESCRIPTION 8Y
FLOOD CONTROL DISTRICT
CLEVELAND AVENUE
12 12End
I i 1'}' PROJECT ENGR. DRAWN BY: CHECKED BY:
H,R, v, FNTEIgSf1T0N DETA 1 LS
BY: 6TH. ST. & 8TH. ST.
r . ` �t
CHIEF DESIGNN ENGINEER I VATE CHIEF. DESIGN1
r 4 ` CO ND / PROVED BY: 1 t RECOMMENDED BY: HO 5946
-ASST. RD 0 M. ENGINEERING �A3/7S
i A U 1� ' DIVISIONDATE Sk'CrA LE
R"IWG ,5N0�.
ROV APPROVED BY:
20`
OMSIONER DATE L I T ROAD
N 16000 CONTRACT No, 7408 Sht. 15 of 17
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