HomeMy WebLinkAbout1485 I.
l
IMPROVEMENT PLANS R
FO
f
ASSESSMENT DISTRICT 84 2
GENERAL NOTES :
SAN GABRIEL MOUNTAINS
I. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the -- -- S IN �Y -- --
Standard Specifications for Public Works Construction, (Green Book), 1991 Edifion.
ALMOND ST1 �
2. Public and private utilities and suhstructures shown hereon are from available records.The SNOW
Contractor shall be responsible for protecting all utilities and substructure s as shown within X10
SHEE RA
ST the construction limits of this project and shall be responsible for a damage a suit T.
r n s a re of
P 1 Po Y 9 2
the construction operations. R "'CAP
SIL
MTN.
3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and"following SP�� IFN
utilities two working days priorto construct' nor regarding any problems.
FOR
CONSTRUCTION NOTES
Southern California Edison Co. (714) 947-8207
Southern California Gas Co, (714) 335-7712 VISTA GROVE ST. I
General Telephone Co, (800) 422-4133 I 1 REMOVE & DISPOSE OF EXISTING 48a CMP
Cucamonga INSTALL 48 RCP -
ng County Water District (714)987-2591 S.D. 13 00 D.
HILLSIDE 2a--
4. For inspection of this project,the Contractor shall contact the Public Works Section atC7'14) SAWCUT & REMOVE EXISTING 6' WIDE STRIP
OF A.C. PAVEMENT 8t TRENCH REPAIR
989-1862 Ext.2340 two working days prior to the required date. PER CITY STD 120.
5. A permit shall be obtained fromthe City of Rancho Cucamonga Engineering Department 3 SAWCUT & REMOVE EXISTING PC.C. CROSS-
prior
right of way.
priorto any construction or encroachment within any City of Rancho Cucamonga easement I GUTTER & CONSTRUCT NEW PC.C. CROSS-
6. The Contractor shall notify the San Bernardino Sheriffs Departmen4 The City of Rancho 4GUTTER PER CITY STDG 308.
Cucamonga Fire Departmentand any affected school district72 hours prior to construction �: WILSON AVE. a— SAWCUT EXISTING CMP I DOWNSTREAM OF
INLET. CONNECT TO PROPOQFD 48' RCP
indicating any detour and/or road closures. d � w PER CALTRANS STD D94 AAFLARED
7. Painting procedures for striping shall be per the Standard Specification for Public Works N a a END SECTION CONNECTION TO RCP... 11Construction, (Green Book), 1991 Edition. } m 0 a W 5 CONNECT PROPOSED 48" RCP TO EXISTING
8. Contractor shall have a Class "A" License. ~ _ w J MANHOLE.
W v
J
W Q
_ 6�-- PROTECT I N PLACE.
Q
a
�
7 PAINT "STOP"
LEGEND & LIMIT LINE PER
CALTRANS STD A24 D & A24 E .
BANYAN ST. 8 SAWCUT 8k REMOVE EXISTING X-GUTTER 81 A.C.
PAVEMENT. PAVE WITH 0.33 A.C. OVER 0.33 C.A.B.
9 CONSTRUCT P C.C. CURB 81 GUTTER PER
BENCHMARK NUMBER : 10103 CITY STD 104 , TYPE A2- 8.
ELEVATION : 1781.647 10 COLD PLANE A.C. PAVEMENT TO MAX. DEPTH OF 0, R,'
HIGHLAND AVE.
OVERLAY TO MATCH EXISTING PAVEMENT.
I I ADJUST TO GRADE.
DESCRIPTION: 2" brass disk in conc. curb stamped "City of
Rancho Cucamonga BM 10103 1987 ' at
southeast corner of Hermosa Avenue and
DESCRIPTION OF REVISION DATE CITY
Wilson Avenue , at end of curb return. APPROVED
CITY OF RANCHO CUCAMONGA
VICINITY MAP TITLE SHEET
(NOT TO SCALE)
ALTA LOMA STORM DRAIN
aPnS,ON� ASSESSMENT DISTRICT 84-2
,�uR ���, STORM DRAIN REPLACEMENT
s-iAPPROVED BY: DATE: c �4 Z-
Noy 369.
c7 7 R?: (�
(�
l LU �i I T CITY ENGINEEF3,' � ����� G� -�. RC.E NO. 24953
EX04/40/'hGi
` DESIGN RECOMMENDED
\iO�gTF CIV% OP� K F PLANS PREPARED BY; -Z-(-�jZ
of cA+�F CI TY OF RANCHO CUCAMONGA
DRAWN 10500 CIVIC CENTER DRIVE SHEET
KF RANCHO CUCAMONGA, CA- 91729 I 2
OF
CHECKED. R.C.E. NO 36937 DRAWING N0.
�j
/T/y DATE FILE NO 1,485
i
i VCe
Ld
NORTH T.C.H CD
�o
495
7
U
i
NORTH T. C. .
75 I I
1,75% _ - — F�,• I r
tit
r
ti f I Set Caltrans Std. D94A Ifor f '
connection of RCP to CMP'
42.08' � , �� � � . : � � : �� � � • ,
i ! 11
SUN �VALILEY DR. il�-
I i I \r �.►� — 82
i
I
1
ALMOND ST.
Or
rQt
ti
ti O �' �
6
I ti I ! _ :
- o ,
�3 ,
OD
27 2e
I 1 SOU-1-H. TC: .
C.
11
SOUTH T.C. I S
t
r _..
ODi
I 73 — j + c , - ti NQ 79
106' o ! o ao :
i aoODH jXisi 154
FIELD KHAN ED V
j aD p ti U y, x vi W
P ~ M NitJ i �n W !
SCALE: HORIZ. 1 �O' m : SCALE HORIZ. I" 2 4201
4 2.74' _ VERT. I" '
VERT 1 +' - 175.5 48x RCP 1300D
'
10+00 11 +00 12+00
40 28
18' , Q100 = 250 cfs CONSTRUCTION NOTES
. 1
1 .25I , REMOVE a DISPOSE OF
EXISTING 4811 CMP a
I� INSTALL 48" RC -
1 P S.D. , 1300 D.
}� H
I
2 SAWCUT
� '^II w T7 8t REMOVE EXISTING 6 WIDE STRIP
Exist. 54 Dia. RCP per Cit Dw . No. 1232 m : _ OF A.C.
P Y .C. PAVEMENT 9 & TRENCH REPAIR
��_ I � SCALE : I 20
\0�6 3 0. Z
0 PER CITY STD 120.
1
=OD �� 0) �c�' 3 SAWCUT a REMOVE EXISTING PC.C, CROSS -
00
I1 o ao
L\ �`� Z `� GUTTER & CONSTRUCT NEW PC.C. CROSS-
°- � GUTTER PER CITY STD 308.
Contractor must field verify exact 40-- SAWCUT EXISTING CMP I' DOWNSTREAM OF
I location of manhole prior to INLET. CONNECT TO PROPOSED 4811 RCP
3 /° 7 8 ��h start of construction. _ �� PER
CALTRANS STD D94A , ItFLARED
0' II 9 ��
buried Telephone 13 SCE lines ,�� a END SECTION CONNECTION TO RCP
6 _ '��' _ �� 5 CONNECT PROPOSED 48" RCP TO EXISTING
8MANHOLE.
-l0" w — — _ — � �.� �� PIPE CURVE DATA
K) iv +I d= 18°4711611, R= 2151 PROTECT IN PLACE.
� I
h � ! `I' 7 PAINT STOP LEGEND & LIMIT LINE PER
NEW A.C. PAVEMENT N' 0 ���o '�� A6 �� L= 70.501, T= 35.571
h
CALTRANS STD A24D & A24 E.
_ , SAWCUT a REMOVE EXISTING X-GUTTER a A.C.
H R N 00020'42" E 2
E MOSA AVE. 1
COLD PLANE THEN OVERLAY �b 6 0 3 PAVEMENT P O 331 AC. OVER 0.33' C.A.B.
e
E ENT. AVE WITH
N u 1 \� �� �w ,� g CONSTRUCT P. C.C. CURB a GUTTER PER
2 °— 3 — — '���`'' �: CITY STD. 104 , TYPE A2-8.
8'�Efines — -- /�; 10 COLD PLANE A.C. PAVEMENT TO MAX. DEPTH OF 0.17
buried .
4, ��.w. Regrade to original
level or higher at OVERLAY TO MATCH EXISTING PAVEMENT.
o �
3 CE line \ City Inspector's 11 ADJUST TO
I 7 ��� \ direction / GRADE. DESCRIPTION OF REVISION DATE CITY
w
3 /ZogS // APPROVED.
'r— ,s
6 i �� � 4 Exl ting Splllwo<to remain CITY OF RANCHO CUCAMONGA
a C,
�7
CURB RETURN DATA
i ALTA LOMA STORM DRAIN
W o ' 1 I I i / _�6 ASSESSMENT DISTRICT 84-2
R L T I l��)/2081 STORM DRAIN REPLACEMENT
I O 27.00` 89008'23" 42.01' 26.60' PLAN-
--2087—
LAN
I \ _ �Ap4 ESSi
z� 2087— Q��,, quriA4- F APPROVED BY: -� - DATE: - -�
Note: Bearing of storm drain is approximate. 2 �� s� CITY ENGINEER/ L �_ RC.E N0. 24953
2 27.00 89018'07" 42.08 26.67 - T - R,
Exact bearing to be determined in field. % ,0 �\ w "° sFs3' I� M
92 DESIGN RECOMMENDED
N d
u P �
ti
o " ' ' D \ (� KF PLANS PREPAKED BY:
30 27.00 90 41 53 42.74 27.33 srciv.. CITYOF RANCHO CUCAMONGA AS
FOFCAL DRAWN 10500 CIVIC CENTER DRIVE SHEET BUILT
7
RANCHO CUCAMONGA CA 91 29
KF 22
OF
20 CHECKED DRAWING N0
R.C.E. NO 36937 1485
DATE FILE NO