HomeMy WebLinkAboutRc St Improve Plans 887/5d Thru 888/5 887/5d 888/1 888/2 888/3 888/4 888/5888/3 888f4 8,8:8f5.
M DESCRIPTION OF REVISION DATE APPR.
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
TRACT NO. 12462
STORM DRAIN PLAN
SHASTA COURT TO SHOSHONE PLACE
APPROVED BY DATE
CITY ENGINEER R.C.E. NO. 23889
DESIGN ASSENGINEERS R;bIMnDED
A.M.M. 31. - STREET C32cLT3 "dl¢�rie
P.O. BOX 9419
DRAWN ONTARIO, CA. 91761 SHEET
A.E, (714) 986-5818 5 OF 5
CHECKED l�u�_ R.C.E.3692( ORWG, N0:
CITY DATES e FILE NO-83-'12 907
-+a
30X
REDUCED PLANS
S
O 1 a
Pi —INCHES ON ORIGINAL PLAN
414, A
LIBERTY STREET
31
32
33
34
1
28
27
26
25
24
23
w
z
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22
U
SEE SHEET - 5
HIBISCUS COURT
w
21
LINE"C"
w
SEE
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C
SHEET 5
15
16
17
18
19
20
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14
13
12
11
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NC
8
.SEE SHEET
CYPRESS COURT
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LINE "A -SEE SHEET 4
2
3
4
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SHEET 4
SEE SHEET 2 '- 1`LINE'V-SEE
Ld
29 30
INDEX MAP
STREET AND STORM DRAIN IMPROVEMENTS
STREET AND STORM DR-AIN ESTIMATE OF QVANTITIES
1.
Construct ,:urb & gutter per Std., 303
3,410 LF
2.
Construct spandrel & cross gutter per Std. 308
2,01. SF
3.
Construct, sidewalk & handicap ramp per SLd. 309 & 310
13,400 SF
Construct 8" AC berm per Std. 313
10 LF
�.
Install 2" x 4" redwood header
1,910 IF
6.
Install street nar_e sign per Std. 401 & vvZ
3 EA
7.
Construct barricade per Detail "A"
1 FA
8.
Construct barricade per Detail "C"
1 EA
9.
Install Type "G" marker per Std. 403 & 406
G EA
10.
Install Type "L" marker per Std, 403 & 406
g EA
11.
Install Type W 81 marker per Std. 403 & 406
a EA
12.
Remove existing AC pavement
19,010 SF
13.
Remove existing tree
49 EA
14.
Relocate existing power pole
4 EA.
15.
Relocate existing power pole 1_ guy anchor
I EA
3.6.
Install Stop sign per Std. 402
3 EA
17.
lastall AC pt;•snent per Std. !Jl (See Note Below)
77,333 SF
18.
Construct local depression per Std. 518
224 SF
19.
Construct catch basin #1 (W&V as shown) per Std. 502
RA
20.
Construct junction st,^ucture "B" per Std. 509
(A = 710201 57", b = 241, C = 36", D1 = 24", D2 = 30",
E = 2.50'4 F = 6", L = 4.50', T = 5.25", Elev.
"S" '= 72.06,, ;Iev. a" 72.08)
1 EA
60..Fivoa 2-Bi45 ease i
^�-n
-2-2.
eemvstraee-mftitha3_e "B" rer St!4 :51:1 E1[ 45' 89-1--6-&-,
- 8.58"-, --S. R51 , T 5.56111i
--x-EA
23.
Construct side inlet with headwall thru rail & wine
revetment fence per San Bernardino Co. Flood Control
District Std. SP 183-B
I EA
24.
Remove rail & wire revetment fence (as required)
--1- e - -----------
If
2;.
-
Install 24" RCP (D = 1000)
-ineEa3:l 51" Rep
461 LF
29.
Vie
(B 3:880)
Construct drive approach per Std. 305 (W = as shown)
"- irriet
61:5 ii
8,560 SF
31.
----- .,_Met-e penal T-Mrs Std B86 B
Construct barricade per Detail "D"
i HA
1 EA
32.
Adjust sewer manhole to grade
7 EA
33.
Adjust storm drain manhole to grade
l EA
34.
Adjust water valve to grade
14 EA
35.
Instal' 5800 L Street Light
16 EA
36
Construct rail and wire revetment fence per San
37.
Bernardino Co. Flood Control District Std. :14 (as required)
selt Bevneirdillo
o Vire Pat 6v-FI-1.4
e;rltxox 3- ertet F' 3....-"76-:ti
-..
iczstnl 3�JLRep (B ±e8
39zeralneret-ree:be3e'=""-pe1-
SEd 31B k ne sine
"
.
lie.
e-Ift-b
41.
ic.
Construct end of street temporary pavement pe_ Std 405
Rep (B 8694
465 SF
-2 -
43.
Install 30" RCP (D = 1000)
"
1! LF
B" per sta. 5eg
, , -
Tamil-.�
+ ft . .
46,
-
Install street trees per Stds: 601, 602, 603,604, 605, & 607
Note:
Structural
Section for Lemon Avenuc is 4" A.C. over 4" A.B.
all other
streets
are 3" A.C. over 4" A.B•
_4 n x
REDUCED PLAN'S
0 1 ?. 3
fill 1 1
3 INCHES ON ORIGINAL PLk�'N-•�
E R REV
VICINITY MAP
Project Sheet No.
;heat. Description
1
of
14
Project Title Sheet
2
of
14
Street Improvement Plan - Lemon Avenue from
London Avenue to Alta Loma, Channel
3
of
14
Ctreet Improvement Plan - London Avenue from
Lemon Avenue to Liberty Street
4
of
14
Street Improvement Plan - Cypress Court from
London Avenue easterly. Storm Drain Improve-
ment: - Line 11A" and Line "B"
5
of
14
Street Improvement Plan - Hibiscus Court
from London Avenue easterly. Storm Drain
Improvement - Line "C"
6
of
14
Street Improvement Plan - Liberty Street from
London Avenue easterly
r-o-r�v
Omitted: -See .Drawing N2. 914 D
S
of
14
Off -Site Sewer Improvement Plan - Lemon Avenue
and Alta Loma Channel
9
of
14
Sewer Improvement Plan - Cypress Court
10
of
14
Sewer Improvement Plan - Hibiscus Court and
the easement between Liberty Street and
Cypress Court
11
of
11,
Sewer Improvement Plan - Liberty Street
12
of
14
Water Improvement Plan
13
of
14
Grading Plan
14
of
14
Detail Sheet for Grading Plan
4
4
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x�y Lel,,Tl: VA e, fil �;
,Il ,n these plj-'I5 wl,lii.i the li.lits or in adjacc.I':
1 is to bta done shall b,: rur,_)ved, relocated or protezt,�J in pla,:,! a..
tit Sat
Cuc.amonga.
n s' and shall
�itis procct shall familiarize himself with the sate a
V;P, I Or Iny t ) e, =t ing fac I it jes resu I L ing dir,yc t : y or indirectly
11-, o J,,rati f or n,,,L SuCh t.lCiliLies ire shown on t;iese plans.
o-tain-.-d fr011 that City of Rancho Cucamonga Engineering Department prior to any
,I contricti,,,n within City if Rancho Cucamonga easement or right-of-way.
shall be sut by th, Contractor or tn., gineor. Paving stakes shall be set at all
_dge of Pav,-.':, nt poizits within. 0.01 foot of sub -grade elevat;:-in and at not more than
iut,-rvjl Alert_ x,al pin, stakes may be roquired b- City Engineer as needed at warped
curai,;
at,r, eluctric, �aA, phone or other utility laterais, trains, or cros.;ings ahall be
ructed prior to pavin.7.
tent s aE amkant =ztconstruction, trench backfill, compacting ori;.inal ground and all
r,C-f 'it 11-1 1_'L-,t to to City of RaTICLn written rc-port with
tO I t , "L, City Euaine,r for api,r -al 11. ior to the
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AVENUE
CONSTRUCTION
NOTES
_V1 -Aes,
- I
--Construct
curb & gutter per Std. 303
Consti-et spandrel & cross gutter Der Std. 308
C�)-
-Remove existing tree
"J
Construct sidewalk & handicap ramp per Std. 3U9 &
0--
-Iwiocate existing power pole
ilke,
L
310
Relocate existing power pole & guy aucho.-
_�� *,
17
Ja
Construct 8" AC berm per Std. 313
(D--cotstruct
-Install AC pavement per Std. 201 (See Note Below',
lecal depression per Std. 518
Install 2" x 4" redwood header
Construct barricade per Detail "C"
-Construct catch
Wswn)perinstall
D
C_
Type "G" marker per Std. 403 & 406
Inst 11 Type 'W' marker per Std, 403 & 406
Std. 502<
anproa�ch
Construct drive per Std, 305 (W = as shown)
Std. 4U3 4136
to
Adjust water valvegrade
0 0--
Instoll. Type W 81 marker per &
ciiiove existing AC paveuw' t
Install 5800 L Street Light
L -1
Note: Structural section for Latnon Avenve is 4" A.C, over 4" A,B.
TYPICAL SECTION -E','LION AV E N'. tE
all other streets are 3" A.G. over 4" A.B. FROM �T,4 6+63.W T`? FTA IIJ-50
TI.=6 R=7C
30X
REr,''CED PLANS
1 21 3
Y, I ''Ju-t i I r t I t t LI-1-1 tj
V3_ INCHES ON ORIGINAL PLAN�
I-
T
CURB RETURNATLONDON 121271851
>?.
DESRIPTION OF REVISION P
DATE
I CITY
APPROVED
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
LEMUN AVENUE
FROM LONDON
VENUE TO ALTA LOMA
C1344N'EL
TRACT (252:3
APPROVED Bf
-1;E 2ises
GIrY EN',111TE
DATE-4--i
DEIGN BY
DAWS11 i.1 ERR r 5 ASSO(I %TI-S_. In.:
RE,:OMMENDED BY
DANAERN
1:4
•V %H
DRAWN BY
PRE)
DRAWINu NO
CHE,.AD By
CITY
Ll
Im
Ld /-
Li.1
LONDON
39
0B^}� 3 ems. 3
Ark,;
y a f
Wl BBIi 't� q a CRAB
7 1 7
J�' - �I LOT I
SEE SHEET 2 SEE SHEET 4
CYPRESS
COURT
0 x
REDUCED PLANS
0 I 2
3,INCHES ON ORIGINAL PLAN-
3 4 5
•e z c T
.700' 4e 74` 27.
0 89°/T43" -1700' 4?0B' 0...7'
(13) 85 2700• acne' 2&.m7'
HIBISCUS
COURT
C_J_NSTRUG 110NOTES _ _
O — Construct curb & gutter per Std. 303
O— —Construct spandrel & cross gutter per Std. 308
0-- .rustruct sidewalk & handicap ramp per Std. 309 & 310
SO----�Install 2" x 4" redwood header
0--Install street name rign per Std, 401 S 4^2
— —Construct barricade per Detail "A"
O—Remove existing tree
0 ---Instal'. Stop sign per Std. 402
/E lustali AC pavewent per Std. 201 (See Note Below)
—;--Adjust v,^tRr valve to grads'
t�---Ins 11 5800 L Street Ligl:'
40,4t Const.:uck era rf street temporary pavemert per Std. 405
-totes.
Structural section for Lemon Avenue is 4" A.C. :ever V' A.B. all oti.er
strets are 3" A.C. over 4" A.B.
e
n
LI Be RT Y'
STREET
— — — — — — o
np
I
I
i
-Jotnl EXISj" +5�• 1
A oar.
/7
TYPICAL SECTION-LONDON AVENUE
T I. =5.0
=70
B,
v;e
In n 1 n fl
U A._ it L
D`T4_iL It Alt 7
a 'r
-/ LOWERED LCWDON AVE. AT L IBERTY, CURB RET. A.rL EMON
6/B5
S�
DESCRIPTION OF REVISION
DATE
CITY
pPPROVEDr
CITY OF RANCHO CUCAMONGA
' PLAN AND PP` FILE
LONDON AVENUE
FROM LEMON AVENUE TO LIBERTY STR-rT ,
TRACT 2523
APPROVED BY RCE _. 889
CITY ENGINEER 2-ne _GATE j-3- 'S
DESIGN BY
i Ejfitm rxERRA & ASSOCIASPS, Inc.
Ft tOhANIEN00 BY
IUAN/JERRY
Hvif i,,imtiiras
I 124 1A'�i 9• 5MI T i IM 1
Q.v1.4P-Ct.. AS.F4. LI"na '�Su4x a ;,1
PROJ SHT OF 14
ORAWN BY
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Data l..k .l . ti .:•+324
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30X
SEE SHEET 2 CYPRESS 1:-
REDUCED PLANS
2
O
3 INCHE'S ON ORIGINAL PLAN
CUB
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_CONSTRUCTION NOTES
�i Construct curb & gutter per Std. 303
30-- Construct sidewalk & handicap ramp per Std. 30S
n Install AC pavement par Std. 201 (See Note Belc
V 25, ig - Construct local depression per Std. 518
�syT� .w es /s -- -- construct catch basin #1 (W&V as shown) per Sty =`
s • rr3 509
rcG> a• Construct junction ucture "B'' per Std. 11
�sM Y
(A = 710 20' 57", B = 24", C = 36", D = 24", D2 = JU"
E = 2.50-, F = 6", L = 4.50', T = 5.25", Llev. "R" =
72.08, Elev. "S' = 72.06)
-Lip-ai
Construct side inlet with headwall thru rail & wire
revetment fence p-z San Bernardino Co. Flood Control
unt
District Scd. SP i63-B
T1—>aat rr�ss cs C;
_ �----Remove rail & wire revetment fence (as requireuj
(10
0 Install 24" RCP (0 = loon)
r O-- Construct drive approach Tier Std. 305 (W = a, shown)
3z — Adjust sewer manhole to grade
a-- Adjust water valet to grade
CRESS COUHTa Install 5800 L Street Light
--- - a3 — Install 30 RCP (D = 1000),
R
Note.
Structural section for Lemon Avenue is 4" A.C. over 4" A.B. all other
streets are 3" A.C. ov-- '+" A.B.
�q,
pQ rf��
( ON
y P
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00
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el
CITY
OF RANCHO CUCAMONGA
3 Im . ,:.. MEN.
CYPRESS COURT
FROM LONDON AVENUE EASTERLY
37.R..+ DF41 J IIMFF!:VENn ENT
p�
UNE "W' 1i �R
V® LINE V' s��x
PF-PHONED BY
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KDUCED PLANS
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3 INCHES ON ORIGINAL PLANA
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CONSTRUCTION NOTES
0—Construct curb gutter per Std_ "33
-- Construct spandrel & cross gutter per Scd• 308
� 0 Construct sidewalk & haniicap ramp per Std. 309 & 310
t -- install AC pavement per 5td. 201 (See Note Below)
6—Construct
local depressrvn per Std, 518
Q---Construct catch basin 'rl (W&V as shown) per Std. J02
0-- Install 24" RCP (D as shown)
0�
____ Construct drive approach per Std. 305 a shown)
/� 3Q---Adjust sewer manhole to grade
1 / Adjust wate. valve to it -le
•a --Install 5800 L Street L,bat
-1 LOWERED STREET PROF/LE
214y&5
DESCRIPTION OF REVISION
DATE t CITY
iAPWYLD
CITY i OF RANCHO CUCAMONGA
PLAN AN ' Fn r I_E
HISISCOU.S'S %OQ:, RT
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FROM LONDGN AVENUE EASTERL'_t`
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