HomeMy WebLinkAbout886N. /.'/L.
5.P/L.
4 0.50
I
I fow'ago. AG'Ber ✓o .to+VI Co17sf 4'1411?e
✓arj 3 e i4" �or ft Sio'ewa/k goer 5101 410. 3/0
_� eve/ Lime {•0 0.4 5/op � .�.
I_l" A.G. Overlay Sv,,,f •; . `. Per Std. No. 30.3r8"C.F.J
C01751 4 4.. C. Pvrnf
017411 Crushed Ay Bose T. 1. = 6
R -VALUE = 71
TYPICAL SECTION
DETAIL° "N' FACING EAST
BANYAN STREET STA. 8+ 15.00 TO STA. 16+ 12.00
V
�v QQ
a �
o av 60' o i
Z' 0 30' 30'
~�
I2' A9 /8' /2' o 0
o
IN I D.5' 2.0' /0.67' /D. 7' /047' 2.0' t �\
5.33' 533' l0 5..5'
4IrkS 3 h
Consf 51V '91yewa/,F ,S/o c i4" er!f �`''st- Leve/ ��in y5, yp Gorst. Sld Sidewa/k
Ave. Per •' S/o e 4" e,1/ on Indigo Ave. goer
,6 ht 6 Peridot 8�G,r Shf 3 5ht 4
s •
Consl P.C.C. C'&r6 buffer ; •'. - 8"c.F-' '
Per 51d No. 303 (d "C.F% ConSf 3" A.C. film f on Consf P.C.C. CUr6 0( Gut/er
4" Crashed .4 Y. Bvse ' Per Std. No. 303 (10C.F�
T. I. 6
TYPICAL SECTION R -VALUE = 71
DETAIL ' B'
INDIGO AVENUE FACING S.E'LY., STA. 2+69.00 TO STA. 12+76-80
INDIGO COURT FACING ELY. STA. 2+25.00 TO STA. 3+04.15
PERIDOT AVENUE FACING ELY. STA. 8+00.00 TO STA. 9+50.00
' N.`P./L.
30' 30'
2' /8'
5.5,11 /2.5'
Cons/. 51d. slclewa/k 4'
i
on Perioot Ave. Per 53' 0 22 .3a �
Shf. ro rl.
. ; tare/ Dire 5/o e
Covet P. C. G Car6 / aaf/e� ti
,oar S/d. No. 303 (8"G.F) Cor�sf 0.20' •
' over Com clad Native . Cogs/. RCC Car6 � Gufter
5a6 e r Sld No. 303 (8 CIV
NOT A Rr
YPICAL SECTION
DETAIL "C"' FACING ELY.
;EP
I T AVENUE STA. 8+00.00 TO STA. t0 9.00
ECOND ST.
IM
C_
BANYAN
(A SHEET 2
\ J`� ce,
051
� 0'(A� �� \ p1G0 C1.
:110, �.
/'4 9y0 G9 v �• CJ
py�� Q
J A
a
TWENTYFIRST ST. ti
VICINITY MAP AND INDEX MAP
TRACT NO. 11893
STREET QUANTITY ESTIMATE
NO.
DESCRIPTION
QUANTITY
/.
5freef Trees - Liquid 4rnhee Orienta/is Std GO/, Std. 602
//5 Eo.
2.
$treef Name Signs
3 Ea.
3.
Oef/eclor Cai6 goer 5f01 316,
51d. 502 (JY=25 , vs 6.87,• Ns 28; t/3 4. G 7;
4,
fernoval of q C. Berra
1211 L.F.
-5.
Wheelchair rawo ,oar sfd 3/0
2 Ea.
(5
Sfre of L i ; !i f 5x/. 58 00 L
22 ELI,
7.
2' arffer 8"C.F.)
4,7/ 7.0 Z., --
.F8.
8.
•
4 " A.C. f wn'f ow 4" Crashed AyBase
/3, 2/0.0 5.F
9
Side wd/,F (4" fhick per 51d 310 01 5fd• 3 //
9, 826.0 S. F.
/0
5awcaf ('A.G. Pvrr�'f, Berm � C 0 6)
991.0 L.F.
//.
Remove r�% C. P; -M V. Berra C. � 6. / 4.C. Ordirn
9392.0 S.F.
12,
Gross buffer Per 51d. 308
/, 6 00. 0 S.
13.
3" A. C. !'vm'f ori 4" Crushed 4gy ,Base
fro 052.0 S.f
14.
A.C. Pvrn'f. Oyer/ay Banyan Ave
5,048,09F_
/5.
51d. Orivewa Xooroodch goer ,5fd. 305
6,084•US,F
16.
Whee%lwli , romp per 5fd 3/0
1 Ed.
/7
51re� f Li' hf 51d. 5800 L
22 Ea
r
GENERAL NOTES
1. All work shall be done in accordance with these plans, the City of
Rancho Cucamonga Standards and the Standard Specifications for Public
Works Construction - current edition. Contractor shall be familiar
with and shall be responsible for adherance to these Standards and
Specifications.
2. All pipelines or substructures of any kind, 5elephone or power poles,
water meters, valves, fire hydrants, etc. shown or not shown on these
plans within the right-of-way limits or in adjacent areas where
improvement work is to be done shall beiremoved, relocated or protected
in place as required at no cost to the City of Rancho Cucamonga.
3. Any contractor performing work on this project shall familiarize him-
self with the site and shall be solely responsible for any damage to
existing facilities resulting directly or indirectly from his opera-
tions, whether or not such facilities are shown on these plans.
I 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering
Department, prior_ to_any encroachment or construction within City of
Rancho Cucamonga -easement -or -right-of-way.
5. All grade stakes shall be set by the Contractor or Engineer. Paving
t stakes shall be set at all hinge points, edge of pavement points
within 0.01 foot of sub -grade elevation and at not more than 50 foot
f intervals.- Additional paving stakes may be required by City Engineer
as needed at warped or vertical curve areas.
6. All sewer, water, electric, gas, phone or other utility laterals,
mains, or crossings shall be constructed prior to paving.
7. Compaction tests of -embankment construction, trench backfill, com-
pacting original ground and all sub -grades shall be performed at no
cost to the City of Rancho Cucazonga.' A written report with these
compaction tests shall be submitted to the City Engineer for approval
.prior to the placement of base materials and/or surfacing.
8. At the completion of paving, a materials report shall be submitted to
the City Engineer. Lising all tests or determinations completed to
verify stability oil content and Gradation of asphalt Paving
k 9. Prior to installation of any paving, a materials report shall be
ftf submitter to the City Engineer. Listing all tests or determinations
I completed to verify: R - Value, sieve analysis and sand equivalent of
aggregate base.
10. Paving shall be performed in accordance with R -Value and Pavement tests
f taken to determine structural sections
11. When improvements are to be placed on native soil which consists of a
rocky material, the sub -grade shall be prepared by removing all rocks
which protrude above the sub -grade and all voids or depressions shall
be filled with a fine grade material of a quality better than the native
material.
12. If the asphalt concrete is to be placed on sub -grade, a soils sterilant
registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly
applied at the manufacturer's recommended rate for the full pavement
width prior to paving.
13. Estimate of quantities is provided by the Engineer only for the con-
venience of the developer, the contractor shall make his own deter-
mination of construction quantities before submitting a bid. Any
item of work required by these plans which is not specifically listed
In the estimate of quantities shall be considered as included in the
other items of work. i
i
14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402
l shall be constructed at each intersection.
15. City approval of plans does not relieve the developer from responsibility-
for--the-correction of error and omission discovered during construction.
Upon request the required plan revisions shall be promptly submitted to
the City Engineer for approval. '
16.' Work site and exterior streets shall .be is a neat, clean, hazard free,
orderly state, throughout construction. Site shall be cleaned upon
request of the inspector.
17. Contact all Utilitv Comoanies as required, 48 hours prior to excavation.
p
General Telephone (800) 422-4132
for underground service
Southern California Gas Company (714) 529-2889
2191 E. Birch Street (714) 529-7070 i
Brea, CA 92621
Cucamonga County 'Mater District (714) 981-2591
1641 San Bernardino Road
Rancho Cucamonga, CA 91730
Pacific Telephone Company (714) 999-5639
■
STORM
DRAIN QUANTITY ESTIMATE
NO.
DESCRIPTION
QUANTITY
1.
Ca'fch Basin 1 loer
51d. 502 (JY=25 , vs 6.87,• Ns 28; t/3 4. G 7;
5 Ed.
W=4' V-3.50; W 28,' !/= 5.60; N=28; t/= 7.76
2.
2/" R.C. 0
5..0
/88
L.F.
3.
27" R.C.°
5.0.
199
L.F.
4.
36" R.C.P.
5.0.
246.0.
L.F.
5.
30" Colic.
Collar
ver 5.6 Co. F.C.D. 51d No. S.P. /67
1
Ed
0.
36" 10110
loer ,5 CfC.9 51d No. 5.P 183-4
1
Ea
7.
LOCA/ De
re55/on l0er 5/d 5/8 r5 Ed
692
S.F.
8.
/8"RCP
5.9.
36.2
L.F.
9.
/n/el Apron ,oar 5fd. 5/5, i.e. I8'' /d C7'
1
Ea.
/O.
"Oersho! .fob
5a,
r
GENERAL NOTES
1. All work shall be done in accordance with these plans, the City of
Rancho Cucamonga Standards and the Standard Specifications for Public
Works Construction - current edition. Contractor shall be familiar
with and shall be responsible for adherance to these Standards and
Specifications.
2. All pipelines or substructures of any kind, 5elephone or power poles,
water meters, valves, fire hydrants, etc. shown or not shown on these
plans within the right-of-way limits or in adjacent areas where
improvement work is to be done shall beiremoved, relocated or protected
in place as required at no cost to the City of Rancho Cucamonga.
3. Any contractor performing work on this project shall familiarize him-
self with the site and shall be solely responsible for any damage to
existing facilities resulting directly or indirectly from his opera-
tions, whether or not such facilities are shown on these plans.
I 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering
Department, prior_ to_any encroachment or construction within City of
Rancho Cucamonga -easement -or -right-of-way.
5. All grade stakes shall be set by the Contractor or Engineer. Paving
t stakes shall be set at all hinge points, edge of pavement points
within 0.01 foot of sub -grade elevation and at not more than 50 foot
f intervals.- Additional paving stakes may be required by City Engineer
as needed at warped or vertical curve areas.
6. All sewer, water, electric, gas, phone or other utility laterals,
mains, or crossings shall be constructed prior to paving.
7. Compaction tests of -embankment construction, trench backfill, com-
pacting original ground and all sub -grades shall be performed at no
cost to the City of Rancho Cucazonga.' A written report with these
compaction tests shall be submitted to the City Engineer for approval
.prior to the placement of base materials and/or surfacing.
8. At the completion of paving, a materials report shall be submitted to
the City Engineer. Lising all tests or determinations completed to
verify stability oil content and Gradation of asphalt Paving
k 9. Prior to installation of any paving, a materials report shall be
ftf submitter to the City Engineer. Listing all tests or determinations
I completed to verify: R - Value, sieve analysis and sand equivalent of
aggregate base.
10. Paving shall be performed in accordance with R -Value and Pavement tests
f taken to determine structural sections
11. When improvements are to be placed on native soil which consists of a
rocky material, the sub -grade shall be prepared by removing all rocks
which protrude above the sub -grade and all voids or depressions shall
be filled with a fine grade material of a quality better than the native
material.
12. If the asphalt concrete is to be placed on sub -grade, a soils sterilant
registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly
applied at the manufacturer's recommended rate for the full pavement
width prior to paving.
13. Estimate of quantities is provided by the Engineer only for the con-
venience of the developer, the contractor shall make his own deter-
mination of construction quantities before submitting a bid. Any
item of work required by these plans which is not specifically listed
In the estimate of quantities shall be considered as included in the
other items of work. i
i
14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402
l shall be constructed at each intersection.
15. City approval of plans does not relieve the developer from responsibility-
for--the-correction of error and omission discovered during construction.
Upon request the required plan revisions shall be promptly submitted to
the City Engineer for approval. '
16.' Work site and exterior streets shall .be is a neat, clean, hazard free,
orderly state, throughout construction. Site shall be cleaned upon
request of the inspector.
17. Contact all Utilitv Comoanies as required, 48 hours prior to excavation.
p
General Telephone (800) 422-4132
for underground service
Southern California Gas Company (714) 529-2889
2191 E. Birch Street (714) 529-7070 i
Brea, CA 92621
Cucamonga County 'Mater District (714) 981-2591
1641 San Bernardino Road
Rancho Cucamonga, CA 91730
Pacific Telephone Company (714) 999-5639
■
A
BENCH /MARK
0.j C/rY B.M. w 65
k C11/5 @ END OF NORTH END CURB RrN. @ N.E, COR.
�► 9,4NY,l N j� CORNEL /AN
ELEV. /726.365
64 8Y aa C6Liz
..... - - - - - -
# - ---
...... - - - - - - - - ----- .....
- —
-
L
{j}(tt 4{r
-_ _. } } � - T _ - � -_- T -. I _ -___. �. T :.._. T 1 _ � �_ - � t
YY t 1i _
7 8 9 10 11 12 13 14 TT 15 16 17
PLAN SCALE 1"=40'
111 51d 1-1.
h 5 7, $, $; 7, M. B. /32 W -83 k
v
Is)
O O 7' 18' 18' T `� O Q p
a O �°P#/88999/E NO
k-9 3awer L me o) v J
3 P/° 1989, 90E�. �, p W on
� O �3 G/JY,ANNCf/ORS •
8"�l�iro7er
12 I I /5 So. of Sf. 12
I
CAB " N 1b ,9 h�'z 6'Wo'e A.C. Pvm't Over/cr lo Sf 0
2 BANYAN N (9 92 0 �� �, Remove A. C Berm Sawcal . .y h 6� 8a �. Remove A.C. Berm, Sawcut
,B r "1
rill
FRA
NO.
DELTA RAD/US
_i#
AN
2.32000'00" 27.00
/09.33 ^-
2
26000'00" 22.40
/0. IG ;5.17
3.
9000000" 27.00
42.4/ 27.00
_
IF
I
-
-C L
_
- -
_
{
-.
}
A'
-
-
L
{j}(tt 4{r
-_ _. } } � - T _ - � -_- T -. I _ -___. �. T :.._. T 1 _ � �_ - � t
YY t 1i _
7 8 9 10 11 12 13 14 TT 15 16 17
PLAN SCALE 1"=40'
111 51d 1-1.
h 5 7, $, $; 7, M. B. /32 W -83 k
v
Is)
O O 7' 18' 18' T `� O Q p
a O �°P#/88999/E NO
k-9 3awer L me o) v J
3 P/° 1989, 90E�. �, p W on
� O �3 G/JY,ANNCf/ORS •
8"�l�iro7er
12 I I /5 So. of Sf. 12
I
CAB " N 1b ,9 h�'z 6'Wo'e A.C. Pvm't Over/cr lo Sf 0
2 BANYAN N (9 92 0 �� �, Remove A. C Berm Sawcal . .y h 6� 8a �. Remove A.C. Berm, Sawcut
,B r "1
E V V °� � 106.43 100' 105.00' 105.00' 105.00
R�.d 05.
L= 23 5 92. L= 23.56 Cons) of o�
0' 9/a I 5. 0' Romp Pyr Sfd. 3/Oh 0�
e C. l 2 rp E.C.R. �� h5 Consi Curb 8"CF and Co rsl. 4 'GYio�e
o V a v 9 /6.5 .91 /0 06.50 �D 24" 6'atter, Std No. 303 Sio�e �o c r Sfo! 3/O
f y 't
V
. 35
y,l�► � v � a
a 6 5 4 3 2
Vg -e I G
CONST /MPROrrEMENTs PER T YP/CAL
/775 STREET SECT/ON ON SHT. l DETA/L "A
z E $
/A7, SE
rill
FRA
NO.
DELTA RAD/US
ARC. z 6r TAN
AN
2.32000'00" 27.00
/09.33 ^-
E V V °� � 106.43 100' 105.00' 105.00' 105.00
R�.d 05.
L= 23 5 92. L= 23.56 Cons) of o�
0' 9/a I 5. 0' Romp Pyr Sfd. 3/Oh 0�
e C. l 2 rp E.C.R. �� h5 Consi Curb 8"CF and Co rsl. 4 'GYio�e
o V a v 9 /6.5 .91 /0 06.50 �D 24" 6'atter, Std No. 303 Sio�e �o c r Sfo! 3/O
f y 't
V
. 35
y,l�► � v � a
a 6 5 4 3 2
Vg -e I G
CONST /MPROrrEMENTs PER T YP/CAL
/775 STREET SECT/ON ON SHT. l DETA/L "A
z E $
/A7, SE
�m
TREEe
S N M
Pt.
105.06', ✓oia Exis! Curb /8"G�tfer
� - A ro,r. Locc>fion of
15' �) U�dcrgracin� Te/aPfior�c
Cdd/c
Q Q
N
DESCRIPTION OF REVISION DATE CITY
Q41
APPROVED
�4-4 CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
STREET IMPROVEMENT PLAN
BANYAN STREET, FROM 196 ± WEST OF
INDIGO AVENUE TO 247'+- EAST OF DELLA AVENUE
TRACT N0. 11893
' APPROVED BY DATE 2' S
CITY ENGINEER RC.E NQ 23889
DESIGN vRE MME DEL
W.W.E. EWNSVOHN30N a �Q'ATES, INC T�
104J So GL ENDORA AVENUE
DRAWN WEST COVINA, CALIFORNIA SHEET
F V (8IA /4-1479 9/790
2 OF f
CHECKED C.E_No.�Ua�o DRAWING N0.
DATE 7 /L 5 No. 886
CUR!/,E
DATA
NO.
DELTA RAD/US
ARC. z 6r TAN
1
2.32000'00" 27.00
/09.33 ^-
2
26000'00" 22.40
/0. IG ;5.17
3.
9000000" 27.00
42.4/ 27.00
�m
TREEe
S N M
Pt.
105.06', ✓oia Exis! Curb /8"G�tfer
� - A ro,r. Locc>fion of
15' �) U�dcrgracin� Te/aPfior�c
Cdd/c
Q Q
N
DESCRIPTION OF REVISION DATE CITY
Q41
APPROVED
�4-4 CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
STREET IMPROVEMENT PLAN
BANYAN STREET, FROM 196 ± WEST OF
INDIGO AVENUE TO 247'+- EAST OF DELLA AVENUE
TRACT N0. 11893
' APPROVED BY DATE 2' S
CITY ENGINEER RC.E NQ 23889
DESIGN vRE MME DEL
W.W.E. EWNSVOHN30N a �Q'ATES, INC T�
104J So GL ENDORA AVENUE
DRAWN WEST COVINA, CALIFORNIA SHEET
F V (8IA /4-1479 9/790
2 OF f
CHECKED C.E_No.�Ua�o DRAWING N0.
DATE 7 /L 5 No. 886
Effl,
on
PA moms
� -ei
� - o
_ I
t t
6 7
61
Q
DdugL
285.00
k L
72.23
15.
j'4!
I"_# '
0a
.HCR:
f
V 1R
1" g'
303.00
/50.42
76.80
/6
� - o
_ I
t t
6 7
61
Q
28°26'39"
285.00
/4/.49
72.23
15.
j'4!
/5.00
a�
14.51
. h
28 °2x'39'_"
303.00
/50.42
76.80
/6
88"o,41584
27.00
41.51
26.11
7.
28026,39"
5.
28°26'39"
285.00
/4/.49
72.23
15.
881104'58"
/5.00
- 23.06
14.51
6.
28 °2x'39'_"
303.00
/50.42
76.80
/6
88"o,41584
27.00
41.51
26.11
7.
28026,39"
3/5.00
/56.38
79.84
17.
88040'2/"
27.00
41.79
26.38
8.
/302/'33"
1270.00
296.12'
/48.73
/8
8804012/"
/5.00
23.2/
14.66
9.
13021'33"
/282.00
298.91'
150.1
/0,
/3°2/'33"
/300.00
303.11'
152:25
1
STREET SECT/ON ON SHT 1 DETA/G
DESCRIPTION OF REVISION DATE CITY
APPROVED
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
STREET IMPROVEMENT PLAN
INDIGO AVENUE , FROM BANYON STREET
TO 956'+- S.E'LY. OF BANYON STREET
TRACT N0. 11 893
APPROVED BY DATE
CITY ENGINEERC5ke RC.ENQ23889
DESIGN RE MMEy
OEjj _
WWI. RIANS-JOHNSON a AZWATES.. INC G'�`�/
1043 Sa GL ENDORA AVENUE
DRAWN w COV/NA, CALIFORNIA SHEET
F V. r8/ 4-147 91790
3 OF
CHECKED C.E-No. /doQ DRAWING NO.
DATE r lLE No. 8 8
I
-sI`
-11 I
1 ___- _ _-
_FL
8 9 10 11 12
NO,
AR rA
R4D/1/5
am!
TAN.
No.
mommmm
RAD/vS
ARc. LGr
TAN.
/.
/3 °2/'33"
/270.00
296.12'
/48.73
M
/5 °00'00"
/00.00
2619
/317
2.
13 °2/'3,3 "
/282.00
29891'
/50.14
13.
/5"00'00"*
//2.00
29.32
/4.75
3
/3021'33"
1300.00
303. l/'
/52.25
14.
2/0°00'00"
38.00
rmm
^-
I
1 0 s s •
of a
/300.00
KENN'
i�
`��-----------------
/5
210°00'00"
50.00
183.26
----
5,.
/0006'52"
1318.00
232.67
1/6.64
/6.
i
-/500
2487
16.37
6.
10006'52"
/330.00
234.78
//7-70
/7.
95'00'00"
27.00
44.77
29.47
7.
15032"27"
570.00
/54.61
77.78
118
85'00'00"
27.00
40.06
24.74
mm
/5 *22'27
582.00
157.86
79.42
1/9
85 °0000"
/5.00
22.25'
13.75
m
15032'27"
1
162-74
81.87
_FL
8 9 10 11 12
NO,
AR rA
R4D/1/5
ARC. LGr
TAN.
No.
DELTA
RAD/vS
ARc. LGr
TAN.
/.
/3 °2/'33"
/270.00
296.12'
/48.73
/2.
/5 °00'00"
/00.00
2619
/317
2.
13 °2/'3,3 "
/282.00
29891'
/50.14
13.
/5"00'00"*
//2.00
29.32
/4.75
3
/3021'33"
1300.00
303. l/'
/52.25
14.
2/0°00'00"
38.00
/39.28
^-
4
12001'54"
/300.00
272.99
137.00
/5
210°00'00"
50.00
183.26
----
5,.
/0006'52"
1318.00
232.67
1/6.64
/6.
95'00'00"
-/500
2487
16.37
6.
10006'52"
/330.00
234.78
//7-70
/7.
95'00'00"
27.00
44.77
29.47
7.
15032"27"
570.00
/54.61
77.78
118
85'00'00"
27.00
40.06
24.74
8
/5 *22'27
582.00
157.86
79.42
1/9
85 °0000"
/5.00
22.25'
13.75
9
15032'27"
60000
162-74
81.87
/0
15°32'27"
G/8.00
167.63
84.33
//.
15°32'27
63000
17088
0..97
STREET SECT/ON ON 597- 1 DETA/L "3 "
I -
h
/ N
FACE PLATE '
SZ/'42'43 N
qi X R 38.00'
L = /4.40
2'0 R:38� T- 7.29
DETAIL "D"
C. B. NO. i
l�Ys 25; 18
_i
DESCRIPTION OF REVISION DATE CITY
APPROVED
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE _
STREET IMPROVEMENT, PLAN
INDIGO AVENUE, FROM 966'± TO
1410'+- � S.E.'LY. OF BANYON' STREET
TRACT NO. 11 893.
i�Q ����� APPROVED BY DATE_ `
I,y� P CITY ENGINEE R.C.E. NO. 23889
ti
0 DESIGN RECO MEND D
h
`V w W. E ERNS -JOHNSON a 45=ATES, INC,
V I
rW
�4 V 0 DRAWN 1043 Sa GL ENDORA AVENUE C'4
�U� (� WE COVINA, CALIFORNIA SHEET
F V. (8/ 4-147 ,91790 %
-' OF 1
CHECKEDE_No.`6LfCrjD DRAWING NO.
DATE ? 1L E No• 8 8
0 2 3 4
PLAN SCALE 1% 40'
�'ONST 11w1oRoxF1 cNTS !'ER T Yl°/CgL
,5rREEr 5ECRON SHT 1, 0E7,4/1- "B"
3
NEED .
:-i
SEC S �� 10
8 . 9
0
0,
31 Xl/
2 V h rb
o SCO.x
N � 4 ,3 0 1-1600 G
�
,
6! N 5 68 `: 86 39` 13.00 2.61 �¢ 1 m
�s� O.B _ 64 07 _ n(���
v2a o� �p.20 , .. � .; _ 2 sem;:_ _ - o_ /I � �� s l9�• ia/' Z. X01
Q
Q3 8.1
3 d 00 0� �0 2� �¢ 410 ,� i5 % /, 3 f �{! X16 � 3
r �.,-545• s� $�. a�G._ .� f�- 8
JGO G� G f 93 ,rs X9.23 ` , .�
JNp � NJ � 1 � � . 5892
1NOIG �o 5 ' L;70.67 I 32.88 42.73 L=26.18 ' , 12
3 9•�fi 5 ( O � 32.53
25 00
p
29
4
G I� �h 50.E
s6 ��0
V h (� •I
o5CR SIN v
i.5IS � 18 121 -
1
, 15 14 13
� � Al .
SEE SHEET 3
DESCRIPTION OF REVISION DATE
APPROVED
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
STREET IMPROVEMENT PLAN
INDIGO COURT
'r
TRACT NO. 11893
APPROVED BY DATEZ-19-857
CITY ENGINEE RC.ENQ23889
DESIGN REC NO
W.W.E. EId�NS-JOHNSON 8Q'ATES, INC.
1043 Sa GLENDORA AVENUE
DRAWN WEST COV/NA, CALIFORNIA SHEET
F. V. (8l)814-1479 9/790
5 OF -7
CHECKED�_No. fy JD DRAWING NO.
DATE /LE No. 8 8 ro
■
GURI/� UA/A 'U
NO,
DELTA
MOW
ARG. LGT.
TAN.
1.
88°40'21'1
/5.00
23.2/
/4.66
2.
88 040'2/ "
27.00
4/.79
26.38
3.'
88°04'58"
27.00
41.51
26.11
4.
, 88°04'58"
/5.00
23.06
14.51
5
15°00'00"
270.00
70.69
35.55
6
/5000'00"
282.00
73.83
37.13
NEE
15000'00"
300.00
78.54
39.50
8.
15000'001'
318.00
83.25
41.87
9 -
0
330.00
86.39
4345
/0.
15°00'00"
/00.00
26.18
13.11
J /
/5°00'00"
, //2.00
29.32
14.75
12
rot
38.00
/39.28
mm
13.
210°00100"
` 50.00
/83.26
0 2 3 4
PLAN SCALE 1% 40'
�'ONST 11w1oRoxF1 cNTS !'ER T Yl°/CgL
,5rREEr 5ECRON SHT 1, 0E7,4/1- "B"
3
NEED .
:-i
SEC S �� 10
8 . 9
0
0,
31 Xl/
2 V h rb
o SCO.x
N � 4 ,3 0 1-1600 G
�
,
6! N 5 68 `: 86 39` 13.00 2.61 �¢ 1 m
�s� O.B _ 64 07 _ n(���
v2a o� �p.20 , .. � .; _ 2 sem;:_ _ - o_ /I � �� s l9�• ia/' Z. X01
Q
Q3 8.1
3 d 00 0� �0 2� �¢ 410 ,� i5 % /, 3 f �{! X16 � 3
r �.,-545• s� $�. a�G._ .� f�- 8
JGO G� G f 93 ,rs X9.23 ` , .�
JNp � NJ � 1 � � . 5892
1NOIG �o 5 ' L;70.67 I 32.88 42.73 L=26.18 ' , 12
3 9•�fi 5 ( O � 32.53
25 00
p
29
4
G I� �h 50.E
s6 ��0
V h (� •I
o5CR SIN v
i.5IS � 18 121 -
1
, 15 14 13
� � Al .
SEE SHEET 3
DESCRIPTION OF REVISION DATE
APPROVED
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
STREET IMPROVEMENT PLAN
INDIGO COURT
'r
TRACT NO. 11893
APPROVED BY DATEZ-19-857
CITY ENGINEE RC.ENQ23889
DESIGN REC NO
W.W.E. EId�NS-JOHNSON 8Q'ATES, INC.
1043 Sa GLENDORA AVENUE
DRAWN WEST COV/NA, CALIFORNIA SHEET
F. V. (8l)814-1479 9/790
5 OF -7
CHECKED�_No. fy JD DRAWING NO.
DATE /LE No. 8 8 ro
■
GURI/� UA/A 'U
NO,
DELTA
MOW
ARG. LGT.
TAN.
1.
88°40'21'1
/5.00
23.2/
/4.66
2.
88 040'2/ "
27.00
4/.79
26.38
3.'
88°04'58"
27.00
41.51
26.11
4.
, 88°04'58"
/5.00
23.06
14.51
5
15°00'00"
270.00
70.69
35.55
6
/5000'00"
282.00
73.83
37.13
7
15000'00"
300.00
78.54
39.50
8.
15000'001'
318.00
83.25
41.87
9 -
15000'00"
330.00
86.39
4345
/0.
15°00'00"
/00.00
26.18
13.11
J /
/5°00'00"
, //2.00
29.32
14.75
12
210°0000'
38.00
/39.28
-
13.
210°00100"
` 50.00
/83.26
0 2 3 4
PLAN SCALE 1% 40'
�'ONST 11w1oRoxF1 cNTS !'ER T Yl°/CgL
,5rREEr 5ECRON SHT 1, 0E7,4/1- "B"
3
NEED .
:-i
SEC S �� 10
8 . 9
0
0,
31 Xl/
2 V h rb
o SCO.x
N � 4 ,3 0 1-1600 G
�
,
6! N 5 68 `: 86 39` 13.00 2.61 �¢ 1 m
�s� O.B _ 64 07 _ n(���
v2a o� �p.20 , .. � .; _ 2 sem;:_ _ - o_ /I � �� s l9�• ia/' Z. X01
Q
Q3 8.1
3 d 00 0� �0 2� �¢ 410 ,� i5 % /, 3 f �{! X16 � 3
r �.,-545• s� $�. a�G._ .� f�- 8
JGO G� G f 93 ,rs X9.23 ` , .�
JNp � NJ � 1 � � . 5892
1NOIG �o 5 ' L;70.67 I 32.88 42.73 L=26.18 ' , 12
3 9•�fi 5 ( O � 32.53
25 00
p
29
4
G I� �h 50.E
s6 ��0
V h (� •I
o5CR SIN v
i.5IS � 18 121 -
1
, 15 14 13
� � Al .
SEE SHEET 3
DESCRIPTION OF REVISION DATE
APPROVED
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
STREET IMPROVEMENT PLAN
INDIGO COURT
'r
TRACT NO. 11893
APPROVED BY DATEZ-19-857
CITY ENGINEE RC.ENQ23889
DESIGN REC NO
W.W.E. EId�NS-JOHNSON 8Q'ATES, INC.
1043 Sa GLENDORA AVENUE
DRAWN WEST COV/NA, CALIFORNIA SHEET
F. V. (8l)814-1479 9/790
5 OF -7
CHECKED�_No. fy JD DRAWING NO.
DATE /LE No. 8 8 ro
■
f ,.
I