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407 NGA
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BE �RYL REiiiiiiiiiiiiiiii 0 = = M R� I N I M mv001"'L RO VIME STORM DRAIN
CONSTRUCTION
NOTES:
EL N
Alk
Er"M NOW— (D- REMOVE EXISTING PIPE CLOSURE (BULKHEAD) AND JOIN EXISTING.
NEW-
mr""`WVEM ��� E�V� I RE11 M� B� I ML I lAiloN2 INSTALL 72" DiA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
3 CONSTRUCT P.C.C. COLLAR PER A.P.W.A. STANDARD DRAWING
FROM AL I-A LOMA wKIVE T%0% SUNFL%JWEK *THE FmT 0. 380-3.
4 CONSTRUCT MANHOLE NO.4 PER CITY OF RANCHO CUCAMONGA
STANDARD DRAWING NO. 321.
GENERAL NOTES F\tA I N rlu UUU/MkMUINUtA SHEET INDEX
INSTALL 90 DIA. R.C.P. STORM DRAIN, D LOAD PER FLAN.
1 . All work shall conform to the City of Rancho Cucamonga Standard Drawings and the OJECT SITE 6 SECTION SHEET N0. DESCRIPTION CONSTRUCT JUNCTION STRUCTURE NO.2 PER CITY OF RANCHO
Standard Specifications for Public Works Construction, (Green Book), 2006 Edition with CUCAMONNGA STANDARD DRAWING NO. 331.
supplements. 1 (D-
.
TITLE SHEETCONSTRUCT BLANKET PROTECTION FOR APES PER CITY OF
2. Public and private utilities and substructures shown hereon are from available records. HILLSI RD RANCHO CUCAMONGA STANDARD DRINr NO. 340.
The contractor shall be responsible for protecting all utilities and substructures as 4 ILso AVE 24TH sT 2 STORM DRAIN IMPROVEMENTS PLAN
shown within the construction limits of this project and shall be responsible for an BAN ST SUMMIT AV FROM STA. 01+00.00 TO STA. 12+00.00 8 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO
P P Y CUCAMONGA STANDARD DRAWING O. 300.
damage as a result of the construction operations. EMO Av ; Ill STORM DRAIN IMPROVEMENTS PLAN
F"�flHIGHLAN vE 3 9 CONSTRUCT
S 0 3o U) FRO STA. 12+00.00 TO STA. 24+aa.00 MONOLITHIC CATCH BASIN CONNECTION PER CITY OF
4 4 , 30 0 Z CITY RANCHO CUCAMONGA TAND D DRAWING NO. 308.
. The contractor shall notify Underground Service Alert 1 -800-422--4133 and the following w W � °' STORM DRAIN IMPROVEMENTS PLAN
utilities two working days prior to construction or regarding any problems. Q M vlcraRlA PARK C 4 .FROM STA. 24+00.00 TO STA. 34+50.83 Q CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA
to BASE LIN RD
STANDARD DRAWING NO. 307, CASE A.
E STORM DRAIN IMPROVEMENTS PLAN
Southern California Edison Co. (909) 357-6585 R ST 5
W n Q FROM STA. 01+00.00 TO STA. 5+32.06 11 CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA
Southern California Gas Co. (909} 335-7847 m Q � STANDARD DRAWING NO. 319.
Verizon Communication - F THILL BLV [ill: ®� STORM DRAIN IMPROVEMENTS PLAN
(909} 469 634Q 66 a 6 LATERALS-FROM "A-1" " " 12 CONST. SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY
Cucamonga Valley Water District (909) 987-2591 EQ� =W �' �pT ®R. WTHROUGH A�7
Q > > > w> > "PAW ROUTE c LATERALS-FROM "B-1" THROUGH "B 3" OF RANCHO CUCAMONGA STANDARD DRAWING NO. 339.
Charter Communication (909) 343-5171 Q Z W Ld
Q o > ¢ BNSF RR STORM DRAIN IMPROVEMENTS PLAN
0 7 " " " " 13 INSTALL 36" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
Metropolitan Water District (909) 217-6679 _ I- LATERALS-FROM A-8 THROUGH A-17
V) 3 INSTALL 24" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
4. For inspection of this project, the Contractor shall Contact the Public Works Section 6TH ST W o 8 STORM DRAIN IMPROVEMENTS PLAN
in
at 477-2740 Ext. 4057 two working days prior to the required date. E 4TH ST LATERALS-FROM "A-18" THROUGH "A-26"
14 CONSTRUCT HOUSE CONNECTION REMODELING PER CiTY OF RANCHO
STORM DRAIN IMPROVEMENTS PLAN CUCAMONGA STANDARD DRAWING NO. 338, CASE A. OR .
5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any 9 LATERALS-FROM "A-27" THROUGH "A-30"
construction or encroachment i-"yin an Cit of Rancho Cucamonga right-of-way. el 15 RELOCATE EXISTING -WATER LINE, SEE CVWD PLAN, SHEET 12 OF 12.
WT TO SCAM Y Y 9
10 PAVEMENT REHABILITATION 1 fi PROTECT IN PLACE.
6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City Q ® FROM ALTA LOA DR. TO SUNFLOWER ST
. 17 SAWCUT AND REMOVE EXISTING CURB AND GUTTER, CROSS-GUTTER,
of Rancho Cucamonga Fire Department and any affected school district, Past Office, and 4. Traffic control and safety shall be maintained by the Contractor in accordance with the PAVEMENT REHABILITATION RAMP QCKSCAPE SIDEWALK AND REMOVE INTERFERING TREES
Burrtec, 72 hours prior to construction indicating any detour and/or road closures. standard of the State of California Business Transfortation and Housing Agency, Department 11 FROM ALTA LOA DR. TO SUNFLOWER ST IRRIGATION AND REPLACE IN KIND AFTER CONSTRUCTION OF CATCH
of Transportation ( Caltrans "State of California Manual of Traffic Controls forConstruction a r- BASIN AND LATERALS. (NO CROSS-GUTTER REPLACEMENT).
i
7. Contractor shall have a "Class A" Contractor Licence. and Maintenance Work Zane ( .A.F.T.) 1990 Editon, the special provision, and n accordance 12 STRIPING PLAN
EXISTING SURVEY MOND ENTATION with the detour and phasing plans. Traffic control and safety devices shall be placed and FROM ALTA LOA DR.' TO SUNFLOWER ST 18 CONSTRUCT TRANSITION STRUCTURE NO.1 PER CITY OF RANCHO
maintained to the satisfaction of the Engineer. No such devices shall be removed or relocated CUCAMONGA STANDARD DRAWING NO. 334.
All existing survey monuments that will be disturbed by this project shall be referenced and without approval of the Engineer. 1 6" & 8" WATER RELOCATION "
reset by the City Construction Surveyor in accordance .with Section 8771 of the California c, INTERSECTION OF ALTA LOMA DR./BERYL ST 19 REMOVE EXISTING 8 PVC BLEEDER PiPE AND iNSTALLL 36" RCP.
Surveyors Act. Found monuments are shown on the plans and described as follows: 5. Contractor shall locate existing leap detectors and restore in place after installation of the
proposed storm drain. 0 PLUG EXISTING PIPES WITH MORTAR AND BRICK.
(FOUND) NOTHING
6. Prior to performing an excavation of the project the Contractor shall submit shoring drawings 1 BREAK-IN INTO EXISTING CATCH BASiN AND INSTALL 36" RCP.
Y J 9 9
to the City Engineer for approval, ifsuch shoring does not conform to the State of California 2 RELOCATE EXISTING WATER METER SERVICE, COMPLETE IN PLACE.
Construction Safety Orders dealing with excavations and trenches as issued by the Division of
STRIPING GENERAL NOTES Industrial safety then shoring calculations and drawings shall be prepared by a California STREET IMPROVEMENTS T TINOTES
Registered Civil Engineer.
1 . All details and dimensions ®for traffic striping and markings and the installation thereof shall conform 7, Design of the R.C.P. shown on the contract drawings is based an the assumption the pipe will (D- VARIABLE COLD PLANE FROM 0' TO 0.12 .
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City be installed in accordance with the pipe bedding detail as shown on Cit of Rancho Cucamonga ,
Standard plan no. 133, unless otherwise approved or directed by the City Engineer. Std. Dwg. No. 341 . if the trench width exceeds the outside diameter of City
conduit plus 20 inches 2 0,12 ARH OVERLAY. (NOTE: AFTER .COLD PLANE, WEED KILL AND
. the bedding shall be modified and/or pipe of additional strength shall b provided. he proposed
ROUTE VISIBLE CRACKS 1 j4" OR LARGER PRIOR TO OVERLAY}
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall • • • g p p p
conform to the Standard Specifications for Public Works Construction and the following provisions. modification shall b approved by the City Engineer. 3 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
. Trench backfill shall conform to the City of Rancho Cucamonga Std. Dwg. No.120 and shall b SEE STRIPING PLAN ON SHEET fi.
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E} unless otherwise noted. verified by compaction tests to the satisfaction of the Engineer or his representative. 4 ADJUST TO GRADE ( H, WATER VALVES, GAS VALVES, P.C.C. VAULT
B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. 9. Compaction tests of embankment construction, trench backfill, compacting original ground AND OTHER APPURTENANCE.)
and all sub-grades shall be performed by an independent testing firmand the City will bear the 5 JOIN EXISTING (SEE JOINT DETAIL)
C. Sufficient control points and spatting removed during sandblasting shall be replaced prior to installation cost of said testing. The costs of all other tests, including the retesting of those that fail the
of striping and markings. first test, shall be borne by the contractor. A written report with these compaction tests will be 6 SAWCUT, REMOVE AND REPLACE EXISTING CURB RETURN,
D. All control points and spotting removed during sandblasting shall be replaced prior to installation of submitted to the City Engineer. ACCESS RAMP AND SIDEWALK. SEE SHEET 11 FOR DETAILS.
striping and markings. 10. Paving replacement along the trench shall be per City Standard plan No. 120, if aggregate base exist. 7 SAWCUT AND REMOVE EXISTING A. C. PAVEMENT, CROSS-GUTTER AND
E. All control points and spotting shall be inspected and approved b the Cit Traffic Engineer prior to the contractor shall replace aggregate base to match existing, all cost shall be included in the bid REPLACE WITH ASPHALT PAVEMENT AS SHOWN ON SECTION "A", AND
• p p g . . p . PP Y Y g p item per linear foot for reinforced concrete pipe. TYPICAL DETAIL AT INTERSECTION.
installation of new or replacement striping and markings.
11 . Estimate of quantities is provided by the Engineer solely for the convenience of the ROFESS/off
F. All striping and pavement markings installed an new read surfaces shall be °approved law VOC type, Contractor. The Contractor shall make his quantities Underground Service Alert ` L C 7t
1�5 mil thick (wet).` Installation shall be in two coats with the second a minimum of two weeks after the item
determination of construction quantities 4� �s� c%
first, unless otherwise noted. before submitting a bid. Any item of work required by these plansi
which is notspecifically ��F
iE ,.aG ,�
listed in the estimate of quantities shall be considered as included n the other items of work. Call: TOLL FREE - . 42156 ""
rn
g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), •
a Ex -31-08
unless otherwise noted. 12. Locations of catch is
connection pipe° junctions with catch basins shown- on the drawings -
are schematic. It s intended that such ,unctions be located at the downstream end of the ►Vii- •
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping catch basin unless a detail of the connection is shown or a note specifically indicates 422-4133 OF cwv-`F
and markings to the satisfaction of the City Engineer. otherwise, in all cases the exact locations will be determined in the fields by the Engineer
i. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control to meet field conditions. TWO WORKING DAYS BEFORE YOU DIG
measures, in accordance with the city and state standards. 13. Sanitary sewers and house connections crossing over the storm drain trench shall be
J. Temporary or construction striping and markings shall be in accordance with the city and state standards supported in accordance with the City of Rancho Cucamonga Std. Dwg. No.3 9 and encased per CITY OF RANCHO CUCAMONGA
general note a. an said Std. Dwg. House connections shall b prepared per City of Rancho
and as directed by the City Engineer. Cucamonga Standard Drawing No. 339, case 3. TITLE
STORM DRAIN GENERAL NOTES 14• When indicated an the drawings sanitary sewers and lateral connections shall be encased or BERYL STREET-STORM DRAIN IMPROVEMENTS
blanketed in accordance with City of Rancho Cucamonga Standard Drawing No. 340.
1 . All pipelines or substructures of any kind, telephone or power poles, water meters, walves, ns Locatios existing
AND PAVEMENT REHABILITATION
fireii
hydrants, etcetera, shown or not shown onthese plans within the right-of-way limits 15• hewn on the contract drawings far existing sanitary sewer house connections are
or n adjacent areas where improvement work s to be done, shall be removed, relocated, or
approximate only. The Contractor shall field locate laterals. FROM ALTA LOA DRIVE TO SUNFLOWER STREET
protected in place as required at no extra cast to the City of Rancho Cucamonga. 16. City approval of these plans does not relieve the Contractor from responsibility for the
•
correctionAPPROVED BY: DATE:` of error and omission discovered during construction, upon request the required CITY ENGINEER RCE: 42156
2° Any Contractor performing work on this project shall familiarize himself with the site and plan revisions shall be promptly submitted to the City Engineer for approval.
shall be solely °responsible for any damage to existing facilities resulting directly or • • DEM PLAN PREPARED BY:
rdMOWAEMXD
indirectly for his operations, whether or not such facilities are shown on these plans. 17. Work site and exterior streets shall be kept in a neat, clean, and hazard free, orderly RD2
state throughout construction site shall be cleaned upon request of the inspector. CITY OF RANCHO CUCAMONGA 6AM�
3. The Contractor shall reconstruct, replace or repair existing structures, pavement' DPMN 10500 CIVIC CENTER DRIVE
curb and gutter , utility lines and other appurtenances affected by the installation 18. The final surface layer of asphaltic concrete roadway pavement shall not be placed until all RD2 RANCHO CUCAMONGA, CA 91730 1 1
of the storm drain system. utilities and utility laterals within the roadway have been installed and all unacceptable parkway
and roadway improvements are removed and replaced to the satisfaction of the City Engineer. CRY CHECM RAPPROVIM. .c.F MOM NO.
N0. . 42156
DESCRIPTION SIO DA C H Fl
E NO 3000
SHEET 1 OF 1
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STORM DRAIN CONSTRUCTION NOTES:
REMOVE
"O EXISTING (BULKHEAD)PIPE
�i CLOSURE AND
INSTALL 72" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
INSTALL 90" PER
PLAN. DIA. DRAIN, ■
CONST.RUCT BLANKET PROTECTION FOR PIPES PER CITY
; O CUCAMONGA
STANDARD 1, i # i
RANCHO
CONSTRUCT
NCTION STRUCTURE NO.2 PER CITY OF RANCHO
i DRAWING
l a , D
CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO
s - '
x a STANDARD
a:
Dr:
CONSTRUCT
� MONOLITHIC
CATCH BASIN
CONNEC11ON
PER
CITY OF
CITY RANCHO CUCAMONGASTANDARD DRAWING NO. 308.
CONSTRUCT
DEPRESSION
PER CITY OF
RANCHO CUCAMONGA
i
STANDARD
i rr
AWING NO. 307, CASE A.
i MANHOLE PER
RANCHO
> t a
xl
STANDARD DRAWING NO. 319.
SUPPORT ACROSS TRENCHES r
CITY
OF RANCHO CUCAMONGA STANDARD
l l DRAWING
INSTALL 6! DRAIN,# D PER PLAN.
INSTALL
11 R.C.P.
r rr,, • r, PLAN.
JCONSTRUCT HOUSE CONNECTION REMODELING
PER
RANCH
a# r� l STANDARD
. !,r DRAWING • * CASE
, 1-. r, r B.
PROTECT
PLACE.
i
REMOVE
CURB
r
GUTTER,
CROSS—GUTTER
l `
i #
a ,
i* r
1
RAMP, ROCKSCAPE, SIDEWALK AND REMOVE INTERFERING TREES,
IRRIGATION,
r '. 1 #,' AND REPLACE
■a„ AFTER
CONSTRUCTION
R
CATCH BASIN
{II
I a- 0 in -•
0- p 'qv . . Sm1rffE1EY Mi
CL %LJ
20
r
OPENING
REGARDINGNOTES STATIONING:
ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES, CATCH BASINS
MANHOLES
O a LATERALS
1 MAINLINE CONDUIT.
NOTES REGARDING
1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME
RESPONSIBILITY FOR THE ACCURACY OF ALL UTILITY LOCATION.
IT IS THE CONTRACTOR
rr Yis #. PROTECT
r l
EXIS11NG UTILITIES.
2) AS THE FIRST
ORDER
,". WORK, CONTRACTOR
,,.r tr SHALL
POTHOLE
1 LOCATE
PRIOR
r i r
# # i
#3 0 Emo.c._//
• •
CONSTRUCT NEW PARKWAY {
AND CONNECT TO NEW C.B.
Call: TOLL •
EE
1-800
__ v r Z: __ - _1!
'1110wor
'w
TWO WORKING BEFORE � '■
J , ► �,
# TO SCALE
# 6 #` r # 11
m
a m
<
C14 00
�
BI
0-0
.p-
C.4
cn
10
10
i MANHOLE PER
RANCHO
> t a
xl
STANDARD DRAWING NO. 319.
SUPPORT ACROSS TRENCHES r
CITY
OF RANCHO CUCAMONGA STANDARD
l l DRAWING
INSTALL 6! DRAIN,# D PER PLAN.
INSTALL
11 R.C.P.
r rr,, • r, PLAN.
JCONSTRUCT HOUSE CONNECTION REMODELING
PER
RANCH
a# r� l STANDARD
. !,r DRAWING • * CASE
, 1-. r, r B.
PROTECT
PLACE.
i
REMOVE
CURB
r
GUTTER,
CROSS—GUTTER
l `
i #
a ,
i* r
1
RAMP, ROCKSCAPE, SIDEWALK AND REMOVE INTERFERING TREES,
IRRIGATION,
r '. 1 #,' AND REPLACE
■a„ AFTER
CONSTRUCTION
R
CATCH BASIN
{II
I a- 0 in -•
0- p 'qv . . Sm1rffE1EY Mi
CL %LJ
20
r
OPENING
REGARDINGNOTES STATIONING:
ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES, CATCH BASINS
MANHOLES
O a LATERALS
1 MAINLINE CONDUIT.
NOTES REGARDING
1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME
RESPONSIBILITY FOR THE ACCURACY OF ALL UTILITY LOCATION.
IT IS THE CONTRACTOR
rr Yis #. PROTECT
r l
EXIS11NG UTILITIES.
2) AS THE FIRST
ORDER
,". WORK, CONTRACTOR
,,.r tr SHALL
POTHOLE
1 LOCATE
PRIOR
r i r
# # i
#3 0 Emo.c._//
• •
CONSTRUCT NEW PARKWAY {
AND CONNECT TO NEW C.B.
Call: TOLL •
EE
1-800
__ v r Z: __ - _1!
'1110wor
'w
TWO WORKING BEFORE � '■
J , ► �,
# TO SCALE
# 6 #` r # 11
m
a m
<
C14 00
�
II
04cn
04
f
10
PROPOSED 36* RCF
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
BERYL
STORM DRAIN IMPROVEMENTS
FROM STA. 12+00.00 TO STA. 24+00.00
APPROVED BY: DATE:
CITY ENGINEER
a
t ' '
DESIGN
PLAN
1 •r• RED, . BY.
�E1 IIIA IEfp�
Ef, RANCHO
i. [.
i
)) CIVIC CENTER DRIVE�►
RANCHO
i '.O a 1. a 6::. SH
_i
OF
o 2AP53 DRAWING NO.
#• ...• �) ) ii!
•
REGENCY BANYAN STREET
1 11
i
11 all 17y
rf cq
• '#:
ro
'.► �: t�
rr. � ,. _ rr as
rr
ii ; rr •
r
r
REMOVE- ! AND JOIN EXISTING.
. P
90"
'., 1.
DIA.
DRAIN,
CONSTRUCT JUNCTION STRUCTURE NO.2 PER
., a G y STANDARD
S a f D * D D NO. ,..
CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO
CUCAMONGA STANDARD D r`. 300.
i
.,,, ..
CONSTRUCT
R CATCH BASIN CONNECTION PER CITY OF
CITY RANCHO CUCAMONGA STANDARD DRAWING NO. 308.
i
a CONSTRUCT
STANDARD
Di i ♦ - CASE
A.
!
CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA
STANDARD DRAWING
-
O
CONST. SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY
OF RANCHO CUCAMONGA STANDARD DRAWING NO. 339.
r,
PIPE WITH
r r,
BRICK.
y i
BREAK-IN
y
CATCH BASIN
y 'D INSTALL ♦ ■ i
INSTALL 36* DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
INSTALL 24" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
CONSTRUCT HOUSE CONNECTION REMODELING PER CITY OF RANCHO
CUCAMONGA STANDARD DRAWING NO. 338, CASE A. OR B.
PROTECT IN PLACE.
SAWCUT AND REMOVE EXISTING CURB AND GUTTER, CROSS -GUTTER,
RAMP, ROCKSCAPE, SIDEWALK AND REMOVE INTERFERING TREES,
IRRIGATION
" iAO: AND
"-.D isE■♦ D AFTER
CONSTRUCTION 7 „ CATCH
CONSTRUCT TRANSITION STRUCTURE NO.1 PER CITY OF RANCHO
CUCAMONGA
STANDARD
i D ■ c,
REMOVE EXISTING 8" PVC BLEEDER PIPE AND INSTALH 36" RCP.
PLUG EXISTING
PIPE WITH
MORTAR AND
BRICK.
y i
BREAK-IN
y
CATCH BASIN
y 'D INSTALL ♦ ■ i
NOTES REGARDING UTILITIES:
1) THE CITY OF a # ♦ DOES NOT
RESPONSIBILITY
IT IS THE CONTRACTOR
r
♦ r RESPONSIBILITY TO
~rO PROTECT ALL
EXISTING UTILITIES.
2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL
POTHOLE AND LOCATE ALL EXISTING UTILITIES, PRIOR TO
EXCAVATION.
Call: TOLL FREE
1-800
\�7� 4 Z'
TWO WORKING
EGARDING STATIONING.-
- STORM DRAIN
MANHOLES .iD LATERALS ALONG CENTERLINE
CITY OF. RANCHO
PLAN AND PROFILE
BERYL
STORM DRAIN IMPROVEMENTS
FROM STA.
! a . 34+50.83
�� R w ` DATE:
e
CITY ENGINEER w 24953
a
DESIGN ERARE Y: RECOZI DEMD
RD2 CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
D� RANCHO CUCAMONGA, CA 91730�
OF
CHECKED R4GaE@ NO 24953 DRAWING NO.
DESCRIPTION OF REVISION DATE RO. CN
= _ _ 110
U II IIII
All
ii
s
i A I11 fllllll Iw Iwl, '4r'.1 �,
.r i
i3 =4'
STORM DRAIN CONSTRUCTION NOTES:
REMOVE EXIS11NG PIPE CLOSURE (BULKHEAD) AND JOIN EXISTING.
INSTALL 72" DIA.
1 LOAD PER PLAN.
CONSTRUCT,r COLLAR PER A.P.Wk .; STANDARD a
UO. 0
CONSTRUCT MANHOLE NO.4 PER CITY OF RANCHO CUCAMONGA
STANDARD DRAWING NO. 321.
i
INSTALL 1 DIA. R.C.P.
' STORMDRAIN, r! r PER PLAN.
a
a
OPENINGCUCAMONNGA STANDARD DRAWING NO. 331.
CONST.RUCT BLANKET PROTECTION FOR PIPES PER CITY OF
RANCHO CUCAMONGA STANDARD DRAWING NO. 340.
BASIN
RANCHO
! s
a
CUCAMONGA STANDARD DRAWING NO. 300.
CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF
CITY RANCHO CUCAMONGA STANDARD DRAWING NO. 308.
- -
a a i
a
!: ! !
CONSTRUCT! DEPRESSION
STANDARD DRAWING ! 307, CASE i
E -4 =1
�L.�7:* d ; 4
�. ■ a. ! a a
s
CONST. SUPPORT FOR CONDUITS ROSS TRENCHES PER CITY
! RANCHO ! i ; STANDARD DRAWING NO.
INSTALL 36" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
INSTALL 24" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
CONSTRUCT HOUSE CONNECTION REMODELING PER CITY OF RANCHO
CUCAMONGA STANDARD DRAWING NO. 338, CASE A. OR B.
RELOCATE
WATER
1
! LINE, SEE
r PLAN.
PROTECT IN PLACE.
a i
r
-
a j 1 , MMWkl m
- !
PffiW11,1111FIA
�' G
j
NOTES REGARDING STATIONING:
ALL
FOR
STORM DRAIN BASINS
MANHOLES LATERALS ALONG,
NOTES REGARDING UTILITIES:
1) THE CITY OF RANCHO CUCAMONGA
RESPONSIBILITY
# ACCURACY
` ALL U11UTY
LOCATION.
RESPONSIBILITYIT IS THE CONTRACTOR PROTECT ALL
2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL
POTHOLE
PRIOR
EXCAVATION.
3) ALL SEWER MAIN AND SEWER LATERALS SHOWN ARE
APPR
XNLY.
fTE 1, ! O 7
u
1-800
422-4133
CENTERLINE PIPE CURVE DATA: PLAN AND PROFILE
FNO.TRADIUS DELTA LENGTH TANGENT BERYL STREET
1Q 45.000 is• 56• oz" 23.51' 12.03' STORM DRAIN IMPROVEMENTS
FROM STA. 0+54.50 TO STA. 5+54.00
APPROVED BY: 1
J �DATE:
CIN ENGINEER ivyC�l��/RCE-..
CE: s
2
ILI !K#1 = ` _ •
Y
i I PREPARED
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i CITY O"' RANCHO ,
1 10500 CMC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
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AVANG NO.
R.C.E. NO 24953
T' O 3000
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