HomeMy WebLinkAbout1320-D ' 1
CONSTRUCTION PLANS FOR
CITY OF RANr...HO CUCAMONGA
I
GENERAL NOTES
CONSTRUCTION NOTES
I. All work shall conform to the City of Rancho Cucamonga Standard Drawing
�
I Install 33" Dia. Reinforced Concrete Pipe , 1350D - City Standard 312.
and the Standard Specifications for Public Works Construction ( GreenBook ) ,
m m 2 Construct Inlet Structure . Refer to Sheet 3 for Construction Details.
1985 Edition with 1986 and 1987 Supplements. >
a a 3 Construct Drop Inlet a 12" C.M.P Refer to Detail go A" on Sheet 2.
} m
Public and private utilities and substructures shown hereon are from available m m _
2. Pu c p m 0 4 Install 5 Chain Link Fence A.P W.A. Standard 600-0. Refer to Sheets
3a4.
i t.
record data. The Contractor shall be responsible for protecting all utilities oto
and substructures as shown within the Construction limits of this project U' S Construct Outlet Endwall - Caltrans Standard D89.
ration. Hillside Rood 0 6 Construct Concrete - Rock Slope Protection - See X-Section U2 -U2.
and shall be responsible for any damage as a result of construction ape cn �
3. The Contractor shall notifyUnderground Service Alert 1-800-422-4123 and 7 Install Grouted, 2 Ton Rip Rap - City Standard 517.
the following utilities two (2) working days prior to construction or regarding Hidden Farm Road 8 Construct A.C. Berm City Standard 313.
any problems: m 9 Construct Metal Beam Guard Railing with Wood Posts - Caltrans Standards
A77C -I & A77C- 2. Anchor westernmost and two easternmost wood posts in
So. California Edison (714) 947-8226 am culvert _
0. 24 Dia. concrete footin s Alin osts as shown on Caltrans Sta da 77
798-7739 0
g g p n rd A E.
t os Co.
(714) v
So. California G
Gen. Telephone Co. (1-800422-4123) (714) 949-8008 N N 10 Remove Grade and Pave with 0.25 thick A.C. Pavement over 0.33 thick
Cucamonga County Water District (714) 987-2591
Aggregate Base - City Standard 201.
4. For inspection and survey work for this project, the Contractor shall contact 19th Street II Protect in Place.
the Public Works Section at 989-1862 ext. 312, two (2) working days prior 12 Construct Trapezoidal Channel (10 wide bottom) - See X-Section U3 -1U3.
to the required. 13 Sawcut and join to existing.
5. A permit shall be obtained from the City of Rancho Cucamonga, Engineering ALTA LOMA m Regrade , Resod , Replant or otherwise restore existing landscaping in parkway
Department prior to any construction or encroachment within any City ofCn
disturbed by the curb construction and match-up grading.
Rancho Cucamonga easement or right of way.
U
6. The Contractor shall notify the San Bernardino Sheriff's Department, the Foothill Baseline Road
Fire District and any affected School District - 72 hours prior to construction
indicating any detours and/ or road closures.
31 m
VICINITY MAP
00 (NOT To SCALE)
DESCRIPTION OF REVISION DATE CITY
APPROVED
INDEX OF SHEETS
CITY OF RANCHO CUCAMONGA
SHEET DESCRIPTION
BENCH MARK N0. 10108
I TITLE SHEET
2 PLAN a PROFILE ELEVATION 1943. 723 HIDDEN FARM CULVERT
3 INLET STRUCTURE DETAILS 8c TITLE SHEET
UPSTREAM PROFILE "
4 DOWNSTREAM PROFILE & " " "� M�Lsso��`
2 Brass Disk In cont, curb stamped City of "`� �y� APPROVED BY: DATE:
VARIOUS CROSS-SECTIONS Rancho Cucamonga BM 10108 1987 " at 1�� ? CITY ENGINEER R.C.E. N6. 2237
southeast corner of Hillside Road ands:\ exl, ti DESIGN PLAN PREPAY 13Y. RECOMMENDED
Carnelian Street, at end of curb return.
C K.K.F. CITY OF RANCHO CUCAMONGA
\�9TfofCALI���`. DRAWN 9320 BASELINE ROAD SHEET
K.K.F RANCHO CUCAMONGA, CA 91730 I OF 4
CHECKED 16/,__ � A114 &L AIL R.C.E. No 36937 DRAWING N0.
DATE—��"` FILE NO 1320`
- 2105
�-----5 0'V.C.---►� �----50�V.C.---� r ._ •
m a > U � '•—
- 2103
00 to 0 M p m d w
2101 - � +O c7o + to in 00
+ N 0 in � + 60ofle�
, �t N M N O t10 + td + r':
` N Cb N M N N Existing North
2099-
\• =168 %o Edge of pavement Profile
'cam.
.0.88 % / r
PROPOSED E.P. GRADE, = i '
14 NORTH OF - - -- ' .� - 50'V C.
0'V.C. —••� -2104
U
m a > U > '-
W m a W - 2102
GO 0 O
2101 - t-: + M + CD O N40 N o'o
O) O t0 O t,♦, tD 1` ♦
N
N M N N N N �• Existing Centerline Profile
2099- /o
�'�• -0.619'0 f,
PROPOSED V_ GRADE
�---50'V.0---
M d j t1 - 2103
W > — —`
0 O O In d W
�•- —
6 OD
2101 - � + ttN CM �+ � p NN M0 yi -2101
N O (0 00 t0 t tL + djo
` _ N dbN � N � � N CO.
N
2099- 3,p i
_� i
Existing South
s 4/ Edge of Pavement Profile
' f
PROPOSED E.P. GRADE
8' SOUTH OF V. . \
�---50'V.C.—� --5O'V.C.--d SCALE: HORIZ. 1 = 40
VERT. I 4'
19+00 20+00 21 +00 22+00 23+00
\ NORTH SOUTH
E.P E.P
\ 14 8'+ 1.08
Drainage /
2%min. 14
Easement
\ �jTg ground
(Scale: 1"= 401) s 14 37, -
/�� TYPICAL CROSS SECTION
>< o ;'' ,loin toJ�,l;� a o STA 20+00 to STA 20 +60 \
o $ a . �- • Exist. T I = 5
a . o o ,C - Channel /�,�1 c —v c .
/New c`I a v 3 3 ><
a o 0- chi _ o c _ IE. PP 'o c•. M
a>
> 3 z7 co a ; a m U > , t > 1` F
NORTH SOUTH
1061- 281 - II r i% �', r 1061-281-05 9 E.P 141 81 E.P 1.081
(8866) i of /j Water Riser (8880)
' 8
Various Trees
1
1 Drain
Grade to 6
12 existing ground
:I \\ I •�I Power Pole
14
2 TYPICAL CROSS SECTION
o �> `✓ _ 10 STA 20+60 to STA 21 + 50
r,
N � _
11 1
-� — S =
--• caIul 6
N
Inlet Grate per 2 G. - -- --- - 10
- - - 25
- ,� ., .,
Caltrans Standard D77-B - 4"w.— - 13 - - 1 �!-
1061271
Type RX so X771 �� OD � 3 � 13 0 , (88e0)
+
622 �1,io �y� , N 0 a 8 �"
e o 5 9N\A 1061-271-26 I .: . .I \ `. :; CITY
exisrina ara nd / a \ (8887) I•: I there is insufficient room on the plan(left) to show the required DESCRIPTION OF REVISION DATE APPROVED.
1061-271_22 ' ` C Q I'. I
845) 1061 -271- 27 -street improvements. Refer to sheets 385 4.Is � �
2• - 3• -- r 24_-__
9 2a2 — Q \ I New FC. 1 Road STA 21+34 (8899) CITY OF RANCHO CUCAMONGA
I
79 south of Rd.
_ 1211 C.M.P S -5-00 % �. .. , o. o: � �.
_ � �6„ m' 7
11 3 >
$9 t Pipe Inlet per 36" • o �� 1
Caltrans Standard D75 C.S.P �. C I Y o = m HIDDEN FARM CULVERT
O p O ., • f- C C � O ►. O
Type ODI �( o o 2� a ., J �i jj I • � o ` i PLAN AND PROFILE
V
L. 0 0 0 //���'��r . l l l'� 1111 L 0 s g _
V a U —
STA 21+00 3a- 2 0 33 Cr > a° 3 j �= 3 f d a 3 3 >
rc SS/
APPROVED BY' DATE:
LPN
m Z a (u; � CITY ENGINEER RC.E. No( 2 3 0 7
ExF 6 3n 4y ;x} DESIGN PLAN PREPARED BY. RECOMMENDED
IN „r9\ .K.F.
rY1� � KCITY OF RANCHO CUCAMONGA
DETAIL ��A�� CURVE RETURN DATA ��
(Scale: I = 4 ) R T Lc IFGf CAI�E� DRAWN 9320 BASELINE ROAD SHEET
New Pavement 220 90' 17.49' 34.56' K.K.F. RANCHO CUCAMONGA, CA 91730 2 OF 4
CHECKED R.C.E. NO 36937 DRAWING NO.
DATE FILE NO 1320 D
0+80 1.1.00 1 +20 1 +40 I+60 EXR TWING 1+80 2+00
I I I I 1 I I I I I I I l
12 18
U3
-E--UPSTREAM U2 UI
62
�1
2100 - _
V9� 9 -2100
�7--- -_ 2p
96
Existing Ground
POS ---- - `'`
E FLOWLINE 2� _
GRADE S r GRADE TO ,\ —
10.50 20°U Drainage DRAIN C
Slot O�oj• 0
2
U3 FUTURE W
i
c
i
— 2090
C
UPSTREAM PROFILE U2 HG•L•QI3') 0
A4
(Scale: I"=4') Q= �5.� cfs = a�
SEE SHEET 4 FOR CROSS-SECTIONS g
UI S=15.87 �jo p80`3 O
2 �
A3
o
A2 -
- 2080
0
10" —� 1o"
Varies
- - - --- 4' to10'
2a
/
AI 33"RCP o Al00 10" 10"
5at12
25,51 % " 4 0.1T' X 2.00' Drainage Slot
- ---- -- - N *4at18"
2" ~
" o I
2" 0 _ 1.5' I I
I I M
rri #4 at 12 on both
�l o
faces, bend 15
CD
#I5 at 12
Mon _
into wall.
" (
*5 at 10 a
both oth faces
3 I
4' o I
" #5 on both faces
GSA � A3
I
\2 I 2.5" 2
10, 101 # 4at18 19" I
u� I
INLET STRUCTURE #4 on both faces
NOTE: Several rebar must be either cut or PLAN
realigned to permit the installation (Scale: 1"=2') A4 SECTION A3— A3
(Scale: I"- 2')
of the 12C.S.P, into the inlet structure.
SEE A.PW.A. STD 600-0
FOR 5 CHAIN LINK FENCE
#5
SECTION A2 —A2
(Scale: I"- 2')
X
10
Tr -
_
2„ 2" �40 c 2u
Drainage Slot a cFcO S,t 2n
4at12
2'OTR 41-4at18" CITY
'
#5 M DESCRIPTION OF REVISION DATE APPROVED.
#5 at 12" DC q
#Sat 10a •-
oc CITY OF RANCHO CUCAMONGA
5" 3" #4
JPA
5
33 RCP #sat 12 a IO# 4 M HIDDEN PerRM CULVERT
a 2 5a 4" INLET STRUCTURE DETAILS
10 8& UPSTREAM PROFILE
# 4 at 18" ,� R MFu4¢9�
,� ��<� APPROVED 8Y: DATE:
u #4 = E` �% CITY ENGINEER RCE. NO.
X23 7
8" 8 -k4atl8" No- 36937 DESIGN PLAN PREPARED B(: RECOMMENDED
0' \
Ly I. h S t -I
�M 0.a\Q K.K.F. CITY OF RANCHO CUCAMONGA _V
FOf CALDRAWN 9320 BASELINE ROAD SHEET
SECTION Al — Al SECTION A4 — A4 RANCHO CUCAMONGA, CA 91730- K.K.F of 4
(Scale: )"-2')
(Scale: 1"-2') CHECKED � R.C.E. NO 36937 DRAWING N0.
R.C.E. 1329_-,aDATE FILE NO
UPSTREAM CROSS-SECTIONS
(Scale, 0- 4')
SEE A.P.W.A
STD 600-0
FOR 5' CHAIN - 2100 / - 2100 /
LINK FENCE
Ground _,
EzlstIn_�
- ' Existing Ground
--Drainage Slot
� F R WTU
R E
2t�
18 12 2°i 2•�
2' 6
SEE CALTRANS STD. B13- 2 FOR moo
20 62� ROCK PLACEMENT AND CONCRETE FILL U2- U2
209rO �� 209 i�, 53.4' Upstream of Road STA +46.6 Centerline
434 Upstream of Road Centerline
STA 1+56.6
t
E FUTURE
o \ zf, - 2100 /
Existing 2" Plastic \ ��' — 2090 Ground 7, r
� Gas Line approximately
W �'�j$ �'I5'-5" below existing ground \ \ � _ Existing
�Existing 4' Water Line, �� \
C depth unknown \ \
U3- U3
80' Upstream of Road Centerline
/ DI STA I+ 20
O Q= 75 `\ 2 +60 2 + 80 3+00 3 +20
•1 cfs H.G.L \ \ I I I I I I I I
CL _ 1.13 J
14d. -2080
\ D2
s=
/5.87%
H.G. 2 % min.
STA 2108 �• �1.14'J
SEE A.M.A. STD 221-0 I �\ 200
FOR PIPE ANCHORS STA 2 +41.5 20�
� D3
1 I I I I
2+00 2 +20 2 +40 2 + 60
- 2070 PROPOSED FLOW L NEGR
\ QDE
2oeo- • \ Gtoe
SEE A.PW.A. STD 600-0 ��
- 2064
FOR 5' CHAIN LINK FENCE
DOWNSTREAM PROFILE DI D2
(Scale: 1"-4')
D3
2070- DI - DI
at Outlet Structure
STA 2 + 76.4
,• - 2080
\ �
20e0
btaJ 06
CITY
DESCRIPTION OF REVISION DATE APP Ov>FD.
Ej
\ CITY OF RANCHO CUCAMONGA
2070
HIDDEN FARM CULVERT
- 2070 DOWNSTREAM PROFILE
& VARIOUS CROSS-SECTIONS
APPROVED BY' DATE: 10
I*``�, CITY ENGINEER R.C.E. N6. 2 397
D2 - D2 _ m DESIGN PLAN PRLFARED`'BY: RECOMMENDED
85' Downstream of Road Centerline D3 D3 ` Eye 66!"Q s,
STA 2+85 DOWNSTREAM CROSS -SECTIONS 110 Downstream of Road Centerline - 2060 � KXF CITY OF RANCHO CUCAMONGA
�� STA 3+ 10 \ C/vl \Q' DRAWN SHEET
C
(Scale: I = 4 ) 9tFOf AL�E�� 9320 BASELINE ROAD
. - K. K. F RANCHO CUCAMONGA, CA 91730 4 OF 4
CHECKED 0#k . R.C.E. NO 36937 DRAWING N0. n
DATE FILE NO 1320 —L