HomeMy WebLinkAbout2757-6E
........... . ......... ........ ..... ..... . .... .... . ..... .. .... i- ...... ........ ...... .... . ..... .... ... ........ ...... ........... . ..... ......... ... ....... . ....... ........... .... . ........ ........... ...... ...... . . ......... ...... . .... ........ . ....... . .. . ....... .......... ..... .. .... ..... ..... ............. ................ ...... ..... ...... . ....... ........... ...... ...... . ......... ...... . . ........ ............ .... .... .. 7 . .... ... ... .. ........
........ ... ... . ......... .. ...... . .. . ....... .. ............. .. . ........ .. ...... .... .. .. ........... .... . ............... ..... . .. .......... ........
. .......... ........ .. . ...... .. ....... .. ....... .. ...... ..... .. . ....... .. .. ...... .. . ..... .. . . . ...... .. ..... .. ........ .. ..... ..... .. ... .. . ....... .. ..... .. ......... .. .. . ...... ......... . .. ..... .. . ......... ...... .. .. ... ... .. . ....... . . ....... ... I. ...... . .... .. .... ........... ....... .... ...... ... ...... ... ............ .... ....... ... .. ........ ... ... .. ............. ... ......... . . ...... . ....... ... ... ... . ... . . .. ....... .. ....... .. .. ........ .... .. ...... .......... ............ . ........ .. ... ..... . ........ .. .... ........... .. ...... ... ... .. . ...... .. .. ... ............ ... ...... ...... ... ... ; ......... .... ... .. .... . ......... . ........ ............. . ...... . ...... . . .......... ........ ------- . ......... . . .... ..... .. ........ - - �1 -- I........ .. ... ..... I .. ......... ....... .. .. . .. . ....... ............. ...... ......... ....... ..... ...... I.I... .......... ... . ....... .... ........ .... .. ......... .. .... ....... .. ......... . ...... -6 T
-7 N- �U z '6-6 --- --- . . . ....... -4 IIG 0 ......... .... ... . ..... ..... . . . ..... .. .. ... .... . .... .... . ...... .......... .... . ... ...... .... Lin PR'IOF( -q ------------ ------- . ..... T6 C. - . ........ .. --------- --- ...... ...... . ........
... ........ L -A -F .. ...... rl- -4.;r ....rr- ._co 4.xj ::1 ............... c- .... . ..... ..... . .. .. . ..... -ram. rn t; ... ...... E . . ...... ....... -,T-n*vt-.' . .......... ... . ......... ......... 't L ED ........ UD - r ........... ....... .... ..... ..... 177F j: tj ......... . ........ ........ ......... 4.- ...... . . ..... . . ..... .......... .... ...... ir -- -------- ........ 76- LL
'7 7= LLJ R 4- -5
-.;4 Ju 1� F� .... ....... ....... ..... 4 . ..... ...... ILc .. ........ ....... C IUM n- ........... ... L &-.7-2, At ........... t -Z c1c) _.r ... .. .............. . ...... . ...... .... ...... ... ........ . ......
U3 ........... ...... ...... ... ..... ...... ..... . ........ ...... . . ........ 4 . .... .... . ..... ... . ...... . ..... CC Lo C:T)- ... ... .... ... ...... .... ......... . . ..... .......... ....... ........ ..... r ...... .... U j 0 .. ......... � ........... 0 -4 L0 cu.' C*U . ....... ..... eft- U I& -.6--&-- ------ U ut CQ C -M . .. ... U ... .... ....... . ..... .... ...... . ...... ... ..... .......... ....... ........... ..... . ....... .... . . r ....... ....... . ...... co .... .. . LLj- i4 U.. . . ........ . ,;-cy a Y. .. .. ...... .... .... ... .... .... ...... .... .......
f.0- . ... . ..... .... ....... 1:0 ... . .......... I ...... .... . I..... ..... ------ .... ... ..... ... .... ..... I 4 U I.... ....... ...... ....
Ln C3-. Itn . . ... ....... .... T
-A- Ib.
LC3 CC) ... . ...... .. ......... .. ....... . . ........ ..... . ...... ......... . . ...... 0 N,, 'R_ CC) r_%.i` ...... .. . . ....... . . ........ .. ... ... m ....... -co .......... . ...... C cQ 5-7 6 du A... CD . ...... .. *i en r�_ LC r)
-4- .. . ....... . ......... ....... . . .. ..... C
f .. .... ... . . . ..... ... 3" --'.:4:-3*:-,i,'---
... ...... . Ln CU ... ... .... 14 . ............. -: ...... v_ .. .......... c Ln. . ..... ...... .. ......... ....... IL 2- 70. .......... I OR El > I.2 rm-1 j ;3EL PROECI FLN5
-- ----- ff428 V 3.5 12 Ln .1 ......... ...... .......... ...... .. . . .. ...... .. ....... .. . ... ..... 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
FOR W 9
NOTES:
........ . .... ...... ... ....... ........ ...... .. .... ...... ........... . ............ ... I.......... 0 -7 ... ... .. ... ........ ------ .... ..... .. ......... ........... I .... . . . ........... z ...... .... . ...... . ...... ....... ...... . .. ... . ....... ... cl. . .. ........ ....... . .... ...... .... . .... . ......... . .. .... .... ... ....... ....... - ..,
...... .. ... SIDEWALK 0
i...... .... ............ ....... ... ...... R IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE
......... POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS
.-.+; . ....... .. . t . ........ . ... ...... ....... . ....... .. ........ ...... .. .. .. ------- 't, ........ ... . ... OF CONCRETE AS IN THE BASIN. WHEN POURED MONOL
........ ITHICALLY. THE SIDEWALK SHALL BE
M .;,7
CD 4=) PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I") DEEP SAWCUT CONTINUOUSLY AROUND
...... ..... 5L ...... - ....... ...... ... . . . , LC3 THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH
6;9 0j. ... . ..... ... . .. ... 7 -- +��-,�� ALL CONFORM IN SLOPE. GRADE,
OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SH
Ion
..... .. .. ..... ........... ............ . ........ "Zp --- ---- ii N A. .3 . . ........ . .......... -C33 ........... . . .... .. ...... ....... ............ .. . ........... ...................... . ..... ... ... .......... ......... ........ . .... ........ . .. .... I2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE
4 w '_r� LO 0 . .... ..... .. . .......... SHAPED BY PLASTERING.
.... ... ...... ... .. C3 cm LD ... ....... 7" ... ...... FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
........ . . .3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
.. ........ .. .... i5T NJ . ..... U:r - EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
..... .... ...... ... ........ .... .. .... .. .... .... ... ... CR, THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
7 ...... w VI I - " -** _ _` - -1 - +... ..., * R AND LATERAL SLOPE OF 1: 12 MINIMUM AND I
T-7 .0 Lic C) .. . ... ...... . . ........ ... . . �T 4. DIMENSIONS:
...... ... . .. . . ............. . ...... - .-.++, ., t-. - . j... . _' --+..t'.-+_- - -1 - ..... ..... . ... ........ ....... ------ ... .... ...... .... . . ...... ... . .............. ...... .... ......... ...... .. .... ..... ... . .. .. ............ .......... ....... ... B = 970 mm(3'-2')
ella JA �- f P. a P F, L A- N .. . .. ......... .... . L".... :t... __ .E. __ ... . V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP 0
....... ... . ....... ... ....... .... . ...... ........ N� . ST,. A, I �4 t S' -f R ... . . . .... ....... ... . C. A- F THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET 1.35 m(4.5').
com 112 -;-LOC, AL`�::--DIE ..... . .... . . ..... .,PEF2 P.L ...... UCT:,, V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
U
0 . ...... BE DETERMINED BY THE REOUIREMENTS
...... . .. .......... . ....... . . ........ THE UPSTREAM END OF THE BASIN. AND SHALL
---------- .... .... OF NOTE 3. BUT SHALL NO
T BE LESS THAN CURB FACE PLUS 300 mm(12*).
............... ...... ............ ....... ......... --------- .......... ...... V .. ... . . ...... . ........ ....... ----------- ..... ...... .......... ...... .... ......... .......... ..... . .... THE INLET. NOTED ON THE PROJECT PLANS.
THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
............. -4 ---------- ------- NOTED ON THE PR
H
OJECT PLANS.
...... .... .... ... .. . ......... .... ........... . .. .... ...... .. .. . ..... ... . ......... .. ........ 2-.. -Z ....... - ------- W NOTED ON THE PROJECT PLANS.
. ...... .......... - ------ A THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
. ............ ...... .... . ... ....... ... ...... ER AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
. ... ....... ------- .. . .... ...... _': - _., , .. .. . ...... .. ....
--!j ... ..... . V T. .4 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
69+00 70+00 71+00 72+00 73+00 4+00 PLAN I 40 75+00 76+00 77-1-00 78+00 79+00 FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORFER, THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 mm(39) PIPE EMBEDMENT. ALL AROUND. WITHIN
IK 42 THE CATCH BASIN WALL. AND 75 mm(31) RADIUS OF ROUNDING OF STRUCTURE CONCRETE.
11 A L; 3= ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
A.C. PAVEMENT (MIM) OVER 12" COM -C-1 m N - 4�; �:& USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE OW IS LESS THAN
co - x A% cl. TER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED
(D C-1 Aq0P \ 11, 40 80 i2O 160 cn IN A CORNER THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
LU LU IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED -0 AVOID CU7 TING STANDARD LENGTHS OF PIPE.
CO 0 0 50 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH 7HE STEPS,
x THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm(120) APART., THE TOP STEP SHALL BE 175 mm(r) BELOW THE TOP TO THE
;k cc cr_ MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(51).
6' S E E S H T N 0 3 LU
(z In m &I P MAR:FF:FFR TA A c" LU " 7. DOWELS ARE REOUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
F1 R Id A 4 A A C-1 c� . __j II`__4 cn BACKWALL.
T
cn
n c� --cc __j 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
__j -1 $- - = = => = 12 _j C-13
0 cc _j 63 54 C-3
D 0- 308 MONOLITHIC CATCH BASIN. CONNECTION
SAN "%r c\j 30
9 CATCH BASIN REINFORCEMENT
n n w c _m __j co C-3 __4 3 10 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
n 6' w cc -
. U -11 -LK PER 04-5-1- R-FR-416A-N-,� 13 . LU Clu __j cz In 635 STEEL STEP
. T I 0 N Lli CD ca C-3 __j cr) cr) DO
1 c 120' TRANSI. C-3 C-1 cc cu cr r- U_ U_ 636;POLYPROPYLENE PLASTIC STEP
7 CONSTRUCT 5 A C I EM NT M I N 0 V E R 2" ?_ N - cc C..) c\j m 0__ m 4-
114 COMPACTED NAIIVL _-j I-- 0- Uj cm U_ C-3 cm cu 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL
rn .P.- LO - I= C10 It I __j CD = In cn co cn VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
7 0 IL5 *A cm -11- I- 4 cc ro 6' LU co I w C13 1 Ln
m METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
27 cl. C-1 C.3 CX3 11-- m VALUES USED FOR CONSTRUCTION
�9' 6' cn -4 M cm U4 nj __j . __j cm cc FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL
CD M - C�p cn - SHALL BE ENGLISH UNITS.
C -D m CD - c=0 In C� 00 cm . -t- I= . U) _-q C..3 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
co -f- LO 4- LD -+- Lin U3 I -T q, z! co _j "I;r Lo to to Lc LU PROMULGATED BY THE STANDARD PLAN
C=) LA3 C�l cu L0 cm LO --cr LD c%j U3 F_ rn r- to CIO LID I r- LLJ PUBLIC WORKS STANDARDS INC. CURB'DPENING CATCH BASIN METRIC
2. :P -4 X�- Ln LO CD __j rl- cm 3r- _i_ 11 CD GREENBOOK COMMMTEE
cm cm r NOjTfPTO SCALE C=> 1984 300-2
CP 4=51 =1 REV. 19N FICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2
45j, DETAIL - . , __ I
4=� c� __4 Ir 2- cn V rn cm 00 CU
C-2 C L A S �I K E C�L 5�I cl) GO 0 I � - Ir DATA
c2 0: E M E N T'
C13 4 4 8 T 63 .8 c 6 6 F q
f'- Cy j -1 1=1 - I i = 27040'21" 579.57 295.55
7 6 13 _Y_ PO 1 a 1 :j 1= 14 c' U L4 L&IU . lu
C11 LO 140 20' aQ_0 . 53 1.05
Op,:;Zo '08'4 'r? -I" 116.59 61.9co
!C
9 6 3 . 7 6 T LLJ Iz
080 -34" 5a' -ING CURB tl�' Zug REMOVE E)(IST C=L)TTE- CP AL. 6J- N 89032*17"E F 'Offo 3 9 4 0 '170_�.O 40.8i
PER CITY STD. PL,AN NO. 10i2l. LN I20 .45
(29) REMOVC-:- & SALVAGF-4 0 79 \\63 92TC TO CITY YARD. -1-M ft T JNJ U;, J titl il V C /A 6 3 2 5 F S
LU
rg e <
b4 000 LL_
C-)
230,31 1 T ko nj C-) LU Cm r a 73 rn CC L LU cm LU
2 Ir clu m m: I- Ln r__ In m: clu - Lo 1= r-- cn C-3 cn
m IcT co cc oee 2
LU + c=1 C�l F__4
an (=> C-3 Ln In Lo =, 4 'I I cn I LU CD
4- Lo U-) 1qr cn No. 62183 w F__ -cc 0. m j b :,!: . 11q, Kr LL) Cx: Lr) co Lrj cr- 11
-x C45
FACEPLATE
15M 0 500 mm(940121 ASSEMBLY
EACH WAY STREET. GU'
5 rnmfl/4*)R------, A Ao i Arm In
'DATA Az DELTA 0EAR NG FIA01 U5 L EN D I STAk W C G TANGi5NT
c) 4 0 3-9' 05' 50.00 02 - 60 54.23
95002'53" 50,00 82.95 54 -Col ,3 a oq� ?-O" L L 9 9.00 1 191.2-5 9-5, i3_3
n_
U
-100 mm
(49R
3,2
LLJ 3t2
SLOPE
SLOPE,4
"-T I-
M ILD
REINFORCEMENT REOUIREMENTS
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES., INC.
'*-FLOW LINE
i -- 75 mm
'0'(3*)R
REINFORCEMENT
MAX
FACE
DOWEL 1TYP.)
E
V
FRONT IREAR 1BOTTOMI END
SCORING
LAKES
0 Ln
V to
rn
N,, i4814 =3
1.8 N69 150 mffA69 150 nwn(6')
3.5 m(12') 200 ff"481 200 ffmTAS*)
1. C FM� )
2.4 m(69 150 mm(61) 200 ffm-
3.5 IrMI29 200 =489 250 ffil'410*11
LINE-----
CURB LINE.
2.0 m(71
+ 3D
RANCHO CUCAMONGA, CA. 917 0
0
00
4.0 m(149
IF
(66,59
PHONE (909) 948-1311
2 EXTRA 15M(64)
STEPS
2-1�1'41r_'
U.
ON 2 SIDES OF
IMANHOLE FRAME
t
100 mm
to
4q�23
2 Z
.0% %
AND COVER
APPROVED BY:
(41MIN.
--300 mm .75 mm
cr
RAILROAD
CH BASIN
1
(121MAX.
R
Im
CA N ME
ATHOLE FRA
C3 r_A]�2
E
ON THE EAST SIDE
OF CITRUS AVE.
- WVLR�
W--:
=0.
41.10
w
A r"n
OLLL
UJ>.
__�.�3. 56
,,a9-.,64
IV
V
1i20.00
z
V L
L OPTIONAL SUBGRADE CONNECTOR PIPE
x
Q
75. 0 0 :Vp
_1 4.
R MONOLITHIC
CATCH BASIN
0
N
0 (n
B CONNECTION
31.8i
CL
STEPS
I
E370 59 - 16 " E
At
SECTION A -A
89032-17"E
jw
>
7 1
22`31 i2"
65.00
00 mm
IM)m
200 mm(el)
IOM04)
(D
ti
35.00
53.25
33.31
65053-41
35 00
P 2. 4 7
32.58
�_=,
Eg
1210. 00
#4'
1 90. 72
55. -5 0
ACj
�O2�9'2r!
DOWEL (TYP.)
13 84
9` 58'00
PLAN
215.70
108. 12
'DATA Az DELTA 0EAR NG FIA01 U5 L EN D I STAk W C G TANGi5NT
c) 4 0 3-9' 05' 50.00 02 - 60 54.23
95002'53" 50,00 82.95 54 -Col ,3 a oq� ?-O" L L 9 9.00 1 191.2-5 9-5, i3_3
LD
cn
U
WALL AND SLAB DIMENSIONS AND
"-T I-
M ILD
REINFORCEMENT REOUIREMENTS
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES., INC.
c-,
Ic
r
REINFORCEMENT
MAX
MAX I I F
REQUIRED IN
W
V
FRONT IREAR 1BOTTOMI END
78.54
- -y-
23 ;8,
LAKES
WALL IWALLI SLAB IWALL
rn
N,, i4814 =3
1.8 N69 150 mffA69 150 nwn(6')
3.5 m(12') 200 ff"481 200 ffmTAS*)
1. C FM� )
2.4 m(69 150 mm(61) 200 ffm-
3.5 IrMI29 200 =489 250 ffil'410*11
E
N
LL_
LL_
-cc
2.0 m(71
2.0 m(71
RANCHO CUCAMONGA, CA. 917 0
0
00
4.0 m(149
130-9Z
(66,59
PHONE (909) 948-1311
DESIGNED BY:
I 0 0 T7 '21
2-1�1'41r_'
z
4-
1.8 m(69 150 mm(61) 200 nwM al
C
1 5
66
4q�23
2 Z
.0% %
E
APPROVED BY:
CO
BASIS OF BEARINGS:
RAILROAD
cu
1
OF CITRW'AVE.
R
Im
AVE., IN
3.0 m(IO9 200 mrrAS*) 230 maA109
E
ON THE EAST SIDE
OF CITRUS AVE.
USED AS THE BASIS OF BEARINGS
N 0
41.10
3.5 m029 200 mmAS*) 250 am"M006)
T
1467.59
'DATA Az DELTA 0EAR NG FIA01 U5 L EN D I STAk W C G TANGi5NT
c) 4 0 3-9' 05' 50.00 02 - 60 54.23
95002'53" 50,00 82.95 54 -Col ,3 a oq� ?-O" L L 9 9.00 1 191.2-5 9-5, i3_3
2- Izi
L_D_ / G -B-. DETAIL
NOT TO SCALE
tP
-4
LD
cn
U
C:) C=3
"-T I-
M ILD
3:
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES., INC.
c-,
Ic
r
:210 7 Z -if -74. Z J3 ca
CIO
S
I
2- Izi
L_D_ / G -B-. DETAIL
NOT TO SCALE
tP
-4
LD
cn
L; I I
C:) C=3
"-T I-
M ILD
3:
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES., INC.
c-,
Ic
r
:210 7 Z -if -74. Z J3 ca
C-A-TCH, BASIN DSTAIL
S
I
EHR
to
A
78.54
- -y-
23 ;8,
LAKES
cm U-3
rn
N,, i4814 =3
L.Lj
cr_
2.00
CD
co to LO CU
cm 120' TRANSITION
120' TRANSITION
m U
E D RAW I THESE RECORD DRAWiKaS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF WIF-ORMATION COMPILED AND
FURNISHED BY OTHERS. TO E ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ER M --RS OR OMISSIONS WHICH
HAVE BEEN RMAPGRATO 6dyO VE D=WMS AS
A RESULT THEFLcOR __j
7
civ
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED F . ORTH IN A DILIGENT MANNER,
APD4D CR 'Sj IIIED141V BRe.41,1,, C9 f SD i_47!erR4Z
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
R AIM G STANDARDS IN EFFECT.
SIDEWA&I-- 0ELf TeDFRom foi4,45e I., c. rD co At 7'p -m c r ; NoT coN5 TgL ic r4ffD
00-
rl-
LD
cn
L; I I
T L V V L N I/ N/ UALIV UKNIA
"-T I-
M ILD
3:
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES., INC.
STREET IMPROVEMENT PLAN
7056'32"
290.00
40.20
C=o cm
to
50.00
78.54
- -y-
23 ;8,
50.00
-,I - -,:�
cm U-3
rn
N,, i4814 =3
L.Lj
cr_
2.00
LL_
LL_
-cc
3,-7 I lop
RANCHO CUCAMONGA, CA. 917 0
0
00
F_
-j
LL_
130-9Z
(66,59
PHONE (909) 948-1311
DESIGNED BY:
I 0 0 T7 '21
2-1�1'41r_'
'40.14'
LL_
STA. 6B+96.29 TO STA. 78+33.81
1 5
66
4q�23
2 Z
.0% %
6 5
APPROVED BY:
BENCH MARK: # 615
BASIS OF BEARINGS:
RAILROAD
SPIKE AT INTERSECTION
THE BEARING OF N89030'06"E ALONG
OF CITRW'AVE.
AND LOS CEDROS
THE NO. LINE OF SEC. 30, T.1N.,
AVE., IN
POWER POLE NO. 90iiE
R.5W., S.B.M. PER R.S. 58/5, WAS
ON THE EAST SIDE
OF CITRUS AVE.
USED AS THE BASIS OF BEARINGS
SHEET 6 - 21 [0, 2311 PF: 1-154 6606 25 -Jun -01 08: 50
41.10
FOR THIS PLAN
ELEVATION:
1467.59
__�.�3. 56
Z�2�
UF N 80053'16"E 1 63.84
7.0 38 - 22 300.00 40.00
20.03
Prepared Under The Supervision Of:
L; I I
T L V V L N I/ N/ UALIV UKNIA
39. i3
F E S S rr
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES., INC.
STREET IMPROVEMENT PLAN
7056'32"
290.00
40.20
90c, 00 00
-.1 w- .
&.Lffl
50.00
78.54
- -y-
23 ;8,
50.00
-,I - -,:�
SCALE:
rn
N,, i4814 =3
154? 0-7' 2
2.00
5, ;8
3,-7 I lop
RANCHO CUCAMONGA, CA. 917 0
C-014,45 so
I Z-0 1. 00
130-9Z
(66,59
PHONE (909) 948-1311
DESIGNED BY:
I 0 0 T7 '21
2-1�1'41r_'
'40.14'
J.K.D. n_1
STA. 6B+96.29 TO STA. 78+33.81
14 �* 40 - 1 7
Izzmp-
00
4q�23
2 Z
.0% %
1.36)
APPROVED BY:
DRAVIING NO.
6
I B 0 0 0 0 ' 0 0
4
0310-
_"Q�6 2
DATE: 9//9/0/
2757
16034'51"
41.54
20.92
I
72057-26"E
SHEET 6 - 21 [0, 2311 PF: 1-154 6606 25 -Jun -01 08: 50
41.10
@S)
15`49'21"
__�.�3. 56
,,a9-.,64
19.95
1i20.00
I & G - B
75. 0 0 :Vp
_1 4.
12 . C-1
UV
N
88049-09"E
31.8i
N
E370 59 - 16 " E
53.74
N
89032-17"E
52-81
7 1
22`31 i2"
65.00
25.66
13.00
(D
87010'04"
35.00
53.25
33.31
65053-41
35 00
P 2. 4 7
32.58
�_=,
1210. 00
#4'
1 90. 72
55. -5 0
ACj
�O2�9'2r!
0
13 84
9` 58'00
1240.00
215.70
108. 12
6`29'37
150.00
17.00
8.5i
UF N 80053'16"E 1 63.84
7.0 38 - 22 300.00 40.00
20.03
Prepared Under The Supervision Of:
L; I I
T L V V L N I/ N/ UALIV UKNIA
F E S S rr
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES., INC.
STREET IMPROVEMENT PLAN
__LTn
C,
OF THE INLAND EMPIRE
DRAWN BY:
THACT MAP NO. 15906
SCALE:
rn
N,, i4814 =3
10601 CHURCH STREET, STE. 107
J.K.D.
SIERRA LAKES PARKWAY
AS SHOWN
RANCHO CUCAMONGA, CA. 917 0
Exp: 3-31-05
PHONE (909) 948-1311
DESIGNED BY:
STREET IMPROVEMENT PLAN
DATE:
J.K.D. n_1
STA. 6B+96.29 TO STA. 78+33.81
& - r,7-
CA�
Aroo"_Date O/
CHECKED
APPROVED BY:
DRAVIING NO.
6
J. "ADOLE R.01.E.14814 FXO-3-81-05
M.N.S. RGI
DATE: 9//9/0/
2757
r-Ptt. CITY ENGINEER R.i.%.E.453152 EXR. 9 SG -191-
10
*P40*
CARTER AVENUE
SHEET 6 - 21 [0, 2311 PF: 1-154 6606 25 -Jun -01 08: 50
AM / 827 J54-1
DWG. DATE: