HomeMy WebLinkAboutR_6012_SDEPUTY PWD / CITY ENGINEER R.C.E. NO. 47961
C-4587
PUBLIC WORKS DIRECTOR R.C.E. NO. 36106
GENERAL NOTES
BRIDGE MAINTENANCE PROGRAM
SHEET INDEX
LOCATION MAPS
01
R-6012-S
06
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
TITLE SHEET
BRIDGE MAINTENANCE PROJECT
VARIOUS LOCATIONS
C-4587
VICINITY MAP
SANDEFUR
THOMAS M.
2010-2011
CONSTRUCTION NOTES
BALBOA ISLAND BRIDGE (SHEET 2)38TH ST OVER RIVO ALTO (SHEET 3)COLLINS ISLE BRIDGE (SHEET 4)
BONITA CANYON DRIVE BRIDGES (SHEETS 5 &6)UNIVERSITY DRIVE OVER BONITA
CREEK CHANNEL (SHEET 4)
RECORD DRAWINGS
CITY OF
COSTA MESA
~ PROJECT LOCATION
JOHN WAYNE
AIRPORT
C
'%-,ob,
:s 01'
CITY OF
IRVINE ,!-
NOT TO SCALE
SYMBOL ABBREVIATIONS
(IN ADDITION TO GREENBOOK SECTION 1-3.2)
-0-POWER POLE AB AGGREGATE BASE
ARV AIR RELIEF VALVE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE
® SEWER MANHOLE AC ASPHALT CONCRETE
BC BEGIN CURVE
@ STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN
BVC BEGIN VERTICAL CURVE
l>O=I FIRE HYDRANT BLK BLOCK
CATV CABLE TV
11,11 WATER METER Cl CAST IRON
STREET LIGHT PULL BOX It. CENTERLINE lllJ CNB CITY OF NEWPORT BEACH
IISJ TRAFFIC SIGNAL PULL BOX CL CLASS
CLR CLEAR
~ STREET LIGHT C&G CURB AND GUTTER
E EAST /ELECTRIC
@ WATER VALVE EC END CURVE
(:-GUY ~RE ECR END CURVE RETURN
EVC END VERTICAL CURVE
A SURVEY MONUMENT EXIST EXISTING
FLG FLANGE
I> SIGN FE FLANGED END
FL FLOW LINE
® VAULT VENT FM FORCE MAIN
e G GAS TREE GV GATE VALVE
llilll IRRIGATION CONTROL VALVE GB GRADE BREAK
GE GROOVED END
Ill'] CABLE TV PULL BOX IP&T IRON PIPE AND TAG
LT UEFT
'-' CORING LOCATION MAX MAXIMUM
(f) MJ MECHANICAL JOINT EUECTRICAL MANHOLE MIN MINIMUM
[I] ELECTRICAL PULL BOX NG NATURAL GROUND
N NORTIH
b«d BUILDING NTS NOT TO SCALE
NO NUMBER
----EXISTING CONSTRUCTION OG ORIGINAL GROUND
PE PLAIN END
-----PROPERTY LINE PROP PROPOSED
NEW CONSTRUCTION PB PULL BOX
RCP REINFORCED CONCRETE PIPE
---It.---CENTERLINE RPM REINFORCED PLASTIC MORTAR
RT RIGHT
----S----SEWER LINE SCH SCHEDUUE s SEWER
-----w-----WATER LINE sea SEWER CLEANOUT
---G---GAS LINE SMH SEWER MANHOLE
SHT SHEET
--E--EUECTRICAL LINE SW SIDEWALK
s SOUTIH
--T--TELEPHONE LINE SCE SOUTIHERN CALIFORNIA EDISON
SQ SQUARE
-CATV-CABLEVISION LINE STL STEEL
--SP--T TEUEPHONE SPRINKLER SYSTEM w WEST/WATER
-x-x-x-FENCE W/ WITH
BLOCK WALL
BALBOA ISLAND
C,
;§ a::
I
EMERGENCY TELEPHONE NUMBERS
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
SOUTIHERN CALIFORNIA GAS COMPANY
SOUTIHERN CALIFORNIA EDISON COMPANY
AT&T TELEPHONE COMPANY
CITY OF NEWPORT BEACH UTILITIES DEPARTMENT
ORANGE COUNTY SANITATION DISTRICT
TIME WARNER CABLE
COX COMMUNICATIONS
DAY
(800) 624-8153
{BOO) 611-1911
{800) 332-1321
(949) 644-3011
(714) 962-2411
{714) 542-6222
NIGHT
(949) 644-3717
PUBLIC WORKS DEPARTMENT
PROJECT
LOCATION
APPROVED: ____________________ _ DATE: ______ _
APPROVED: ____________________ _ DATE: ______ _
PROJECT
LOCATION
PROJEC LOCATION
NOT TO SCALE
These Record Drawings have been prepared based on information submitted, in port, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
BALBOA
ISLAND
~-PROJECT LOCATION
~-PROJECT LOCATION
No. 64465
Exp. 06/30/11
CJV\\.
1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN
THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD
PRIOR TO BEGINNING CONSTRUCTION.
3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH
TO ADJOINING IMPROVEMENTS.
4. DETECTING SPALLED DECK CONCRETE, REMOVING SPALLED AREAS, AND PATCHING CONCRETE DECK
SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIAL PROVISIONS.
0 PROTECT IN PLACE
@ REPAIR SPALLS IN BENT SOFFIT PER SPECIFICATIONS
@ REPAIR CRACKS IN PIERS PER SPECIFICATIONS
0 REPAIR SPALLS IN DECK PER SPECIFICATIONS
® REPLACE EXISTING POURABLE JOINT SEAL WITH CALTRANS TYPE "A" SILICONE JOINT SEAL
PER CALTRANS STD PLAN B6-21 ® REPLACE JOINT SEAL WITH SILICONE JOINT SEAL PER CALTRANS STD PLAN B6-21
0 REMOVE AND REPLACE CRACKED ASPHALT TRANSITIONS
® SOUND DECK FOR SPALLS. REPAIR SPALLS PER SPECIFICATIONS AND AS DIRECTED BY ENGINEER
0 REPAIR CRACK IN WALL PER SPECIFICATIONS
@) CLEAN AND PAINT METAL HAND RAILING
@ REMOVE AND REPLACE SIDEWALK
@ REPAIR CONCRETE AND EXPOSED REBAR PER SPECIFICATIONS AND DETAIL
@ TEST EXISTING REPAIRS FOR SOUNDNESS AND REPLACE AS DIRECTED BY ENGINEER
@ SEAL DECKS WITH HIGH MOLECULAR WEIGHT METHACRYLATE
@ SEAL JOINTS WITH FLEXIBLE WATER PROOF EPOXY
@ SOUND EXISTING SEWALL PANELS FOR SPALLS AND DETERIORATION
@ REMOVE LOOSE AND DETERIORATED MATERIALS
@ INSTALL ROADWAY STRIPING
TITILE SHEET
2 BALBOA ISLAND BRIDGE
3 38TH STREET OVER RIVO AL TO
4 UNIVERSITY DRIVE OVER BONITA CREEK AND COLLINS ISLAND BRIDGE
5 BONITA CANYON DRIVE BRIDGES
6 BONITA CANYON DRIVE OVER BONITA CANYON
REVIEWED:
FONG TSE
PRINCIPAL CIVIL ENGINEER
DESIGNED: DRAWN:
TS TS
CHECKED: DA TE:
FT 12 10 10 SHEET OF
02
R-6012-S
06
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PLAN AND DETAILS
BALBOA ISLAND BRIDGE
C-4587
SANDEFUR
THOMAS M.CONSTRUCTION NOTES
RECORD DRAWINGS
11
S?,~--~ ::
iii 1 I 1 I 1 I 1 I 1 1 I 1 I 1 I 1 I 1 I ::
: l _ j I : I '1 r("L>1 I r("L>1 I r("L>1 I r("L>1 I r("L>1 r("L)1 I r("L>1 I r("L>1 I r("L>1 I r("L>1 I ! ! 11:=:::11 II 1, I , 1, I , 1, I , 1, I , 1, I 1, I , 1, I , 1, I , 1, I , 1, I ,
~=-i_L-11 ______ _j__r_L ______ 1 _______ l_t_l _______ r= ______ L, _ _L ______ 1 ______ _j_t_J _______ , ___________ L,_L ________ l_t_L __________ r ______ _L_i _ _L ______ 1 ______ _J_t_l _______ r= ______ L,_L ______ 1 ______ _j_r_j ____ r_=r
: I I I I I I I I I I : U----------------~-----------------L----------------~-----------------'-------------------------------------L----------------~-----------------L----------------~--------------~-~
! i-BALBOA ISLAN, ! ! ! Q_ MARINE AVENUE ! ! ! BAYSl,DE DRIVE -! !
----:t-------------------------~------------t-------------t----------------------------t------------~-------------t------------~-----------t-:
! ! i i i i i i i i i ! n----------------,-----------------r----------------,-----------------,-------------------------------------,----------------,-----------------,----------------,--------------,-7
: I I I I I I I I I I :
~=~=~======T=~,======~======~=i=,======~======r~=T======~======,=~7=======~==========r~=r=======~=i=,==========~======T=~,======~======7=i=1=======~======r~=r======~======,=~,====i=¾
: ~ ~ : : : 1 le 1 >J , le 1 >J , le 7 ")) , le 1 >J , l< 7 JJ le 1 >J , le 1 >J , l< 7 JJ , le 1 >J , le 1 >J , : : I I I I I I ' ~ ,___,, I ~ ,___,, I ~ ,___,, I ~ ,___,, I ~ ,___,, ~ ,___,, I ~ ,___,, I ~ ,___,, I ~ ,___,, I ~ ,___,, I 11
: :I T i T i T i T i T T i T i T i T i T i :: 11 BENT BENT BENT BENT BENT BENT BENT BENT BENT BENT BENT BENT BENT BENT BENT BENT BENT BENT BENT BENTII
21 20 19 18 17 16 15 14 12&13 11 1 0 8&9 7 6 5 4 3 2 1 O !!
1~1--T,-,7--rr--Tr--,,--,r-rT--,7j
I I I I I I I I I I I I I I I I I
1'-4" I L I I I I I II I I I I I I I I I I I I 2 I I I I I I I
I I
I I
I I
..L,-1-
3 l----"
I I I I I I I I I I I I I I
I I I I I I I I I I I I
I I I I I I I I I I I I I
..L,-1-..L,-1-..L,,L ..L,-1-..L,-1-..L,-1-..L,-1-
3 1---J
SECTION AT BENT 19
111 = 5'
n n
I I I I
I I I I LL_______ _ ______ JJ
il ______ l\._ r=1 -r-_-1_r ___ 1 -r=1 __rl------:i
: : r-1--1---- -L _L - -__J__[_ - -J... ...L - -~ : :
1 ______ 1 u _____ L=================_J _____ Ll1 ______ 7
I I 56'-3" I I
Ir_ --,-_:7-,--r T-, 7 - ---r--,,--,----r r-T,--,-,:--r---,I
I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I
I 5, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I
I
I
I
I
I I ~
3 1--~
I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I
-'--',---l---l i , ~ -'--',---l--1.>f--'--',---l--'--',---l--'--',---l--'--',---l-~
SECTION AT BENT 20
1" = 5'
BRIDGE PLAN
1"=12'
J ~·
~ •
...,_"""" ______ ___. _ _,_'
REFERENCE DRAWING: H-5149-S
0 REPAIR SPALLS IN BENT SOFFIT PER SPECIFICATIONS
0 REPAIR CRACKS IN PIERS PER SPECIFICATIONS
BENT CRACK PHOTOS
\
l
\.
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
a. 6446
. 06/30/
CIV\\.
APPROVAL RECOMMENDED:
FONG TSE
PRINCIPAL CIVIL ENGINEER
DESIGNED: DRAWN:
TS TS
NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA lE:
FT 11 29 10 SHEET OF
03
R-6012-S
06
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PLAN AND DETAILS
38TH STREET OVER RIVO ALTO
C-4587
SANDEFUR
THOMAS M.RECORD DRAWINGS
' ' ' ' ' ' ' ' ' ' ' ' ' ---.....
~--BALBOA BLVD
' ..... ' ..... ' -...... _ ' ' --' --' ---I I I I ------............... 1------t------------------------,------------------------1-------------------i------,--------------------------
-----I I I I I :
I,\ POLY CONCRETE--------~--I I I I I ~ I -----'--------------------------------------------------------c-----------~------~--------------------------
1: 6 I 51----s 1----I ~-------.
I I I I I
I I I :
BB 11>t52.95 ~ ,EB 12+40.)7 I I
I uiN I I I ~~ I , 38TH STREET ~b. , 1 1 NEWPORT ISLAND--
-----t-----------------------------------h-tt-----3---------t--, ------: ------------
1, ~& ~ I I I I ~ I I I -< I I
r---1 ' I
I 4' I ,----L 1-----------? & 4 I--=-' I , • 8 I
I I I' 4 ________ J
10· r--.,.. -------- - - - - - - - - - - - - - - - --, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~-- - - - - - --t--A --:--------------------------
>------ti~_.-/ I I I I I
.,j I I I I
,,' 1------------------------~-----------------------~-------------------t------~--------------------------
///// J,,-----------i i i i
/ /
/ /
--------17'
2·-0·
TYP
/ /
/ /
/ /
I /
I /
I I
I I
I I
I II
I I
I I
BENT 1 BENT 2
PLAN
1/2" = 1'
BENT 3 BENT 4
I I
CONSTRUCTION NOTES
0 REPAIR SPALLS IN BENT SOFFIT PER SPECIFICATIONS
0 REPAIR SPALLS IN DECK PER SPECIFICATIONS
® REPLACE EXISTING POURABLE JOINT SEAL WITH CAL TRANS TYPE "A" SILICONE JOINT SEAL
PER CAL TRANS STD PLAN B6-21
® REPLACE JOINT SEAL WITH SILICONE JOINT SEAL CAL TRANS STD PLAN B6-21
0 REMOVE AND REPLACE CRACKED ASPHALT TRANSITIONS
® SOUND DECK FOR SPALLS. REPAIR SPALLS PER SPECIFICATIONS AND AS DIRECTED BY ENGINEER
BENT 2
NO SCALE
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
@ SEAL JOINTS WITH FLEXIBLE WATERPROOF EPOXY FROM TOP TO MLLW -2.0
@ SOUND EXISTING SEWALL PANELS FOR SPALLS AND DETERIORATION
@ REMOVE LOOSE AND DETERIORATED MATERIALS
I
EXISTING ROADWAY 1,--------i._ ____ _
\------, I I ---------
20'
-------------------\ --I
( _____________________________________________ j
,-------------------------------------------
------------------1 I -----T-----7------,-----T-----,-----7\ ---
----,-----,-----71 I '\___EL= 4.63
I EL =I 3.68__/ :
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
EXISTING SEAWALL AT BENT 1
NO SCALE
REFERENCE DRAWING: R-5129-S
1 8/3/11 AS-BUILT APPROVAL RECOMMENDED:
FONG TSE
PRINCIPAL CIVIL ENGINEER
DESIGNED: DRAWN:
TS
CHECKED: DATE:
TS
NO. DATE DESCRIPTION OF REVISIONS APPROVED FT 11 29 10 SHEET OF
04
R-0612-S
06
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PLAN AND DETAILS
UNIVERSITY DRIVE OVER BONITA CREEK
C-4587
SANDEFUR
THOMAS M.
COLLINS ISLAND BRIDGE
RECORD DRAWINGS
I
----
--
--
• IJ
--------
--------
-------
---------------
--
I I ---------======71-/ / ---======---==--------11
I ;1 ----=======---11 --==----_j I I ----===--~-------------/ I ---:=:=--------------------11------------------=---------/ I ---:==---________ //
I I ---:=---------fl ---=---------/ I ---:=---______ It
I I ---::=------
/ I -=---------11 -::.=.,-r ------I I I __ ..../---/ / -----
,__ // ------12 -~ // // ______ fl
-11------//
-----// fl ---// fl
I II fl --------44' fl
fl --
-----
oR\\J'E
---------
// ------------------&---~------------------------==-----------------------------------/ ----------------------------// ------------
'13"~/1/ - - -----= =-------\;.J ---------------------------// ------==----
EB
107+06.90\
------// ---=-----_,..J-----------------
-----------~c=f,~~~~~=============== ---------==-------------I I --'--------============--===-------//
BB -----=========-----I I
104+63.20 -----::::::::::-----12r-.___1 I I
------I I --====---L------I I
__ J=-=--I I _______ II 12,--..___ / I
CONSTRUCTION NOTES
0 REPAIR SPALLS IN DECK PER SPECIFICATIONS
® SOUND DECK FOR SPALLS. REPAIR SPALLS PER SPECIFICATIONS
AND AS DIRECTED BY ENGINEER
® REPAIR CRACK IN WALL PER SPECIFICATIONS
@ CLEAN AND PAINT METAL HAND RAILING
@ REMOVE AND REPLACE PCC SIDEWALK
@ REPAIR CONCRETE AND EXPOSED REBAR PER SPECIFICATIONS AND DETAIL
@ TEST EXISTING DECK REPAIRS FOR SOUNDNESS AND
REPLACE AS DIRECTED BY ENGINEER
------------0-----hp 44' I/
--I I I I I
I I
I I
--
oR\\J'E
EB-~
I
I
/[ ______________________ _
-------~L------------------------------------.....,,~---------------------======--------=-------===----------==------------ - -::: :::: ::: ::: ::::: = = == = - - - ---====-----====----====--- -:::: :::: == ::::: - ----------=----- ------
---------
--------~-=--------------------------------------------------------------------------------~----~-------------
I
I
..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .... .._
UNIVERSITY DRIVE OVER BONITA CREEK CHANNEL
1.5"
<
EXPOSED LENGTH + 2'
SEE SPECIFICATIONS
BEND EXPOSED
REBAR BELOW
ROAD SURFACE
EXIST ROAD SURFACE
I •. ,c: <
, .
<
/ ------BB
NOTE: IF EXISTING REBAR DIAMETER
HAS CORRODED TO LESS THAN 75% EX p Os ED REBAR RE p A I R DE TA I L OF ORIGINAL DIAMETER, REPLACE =~-~~=-~==~~-~=~~~~~~~==
CORRODED PORTION AND SPLICE
NEW BAR TO EXISTING REBAR NO SCALE
REFERENCE DRAWING: R-4965-S; R-5577-S
EXISTING CRACKS IN COLLINS ISLAND SOFFIT
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
'--""''--------------------------'" 1 B/3/11 AS-BUILT APPROVAL RECOMMENDED:
COLLINS ISLAND BRIDGE
(PARK AVENUE OVER WATERS WAY)
NO. DATE DESCRIPTION OF REVISIONS APPROVED
No, 64465
Exp, 06/30/11
CIVIi..
FONG TSE
PRINCIPAL CIVIL ENGINEER
DESIGNED: DRAWN:
TS
CHECKED: DA TE:
TS
FT 11 29 10 SHEET OF
05
R-6012-S
06
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PLAN AND DETAILS
BONITA CANYON DRIVE BRIDGES
C-4587
SANDEFUR
THOMAS M.
RECORD DRAWINGS
•
gONl1A CANYON DRIVE
---
BONITA CANYON DRIVE OVER SAN JOAQUIN RESEVIOUR OVERFLOW
1'" = 3•
CONSTRUCTION NOTES
0 REPAIR SPALLS IN DECK PER SPECIFICATIONS
® SOUND DECK FOR SPALLS. REPAIR SPALLS PER SPECIFICATIONS AND AS DIRECTED BY ENGINEER
@ SEAL DECKS 'MTH HIGH MOLECULAR WEIGHT METHACRYLATE
@ INSTALL ROADWAY STRIPING
8/3/11
NO. DATE
AS-BUILT
DESCRIPTION OF REVISIONS
BONITA CANYON DRIVE OVER WILDLIFE UNDERCROSSING
APPROVED
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
APPROVAL RECOMMENDED:
FONG TSE
PRINCIPAL CIVIL ENGINEER
DESIGNED: DRAWN:
TS
CHECKED: DA TE:
TS
FT 11 29 10 SHEET OF
06
R-6012-S
06
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PLAN AND DETAILS
BONITA CANYON DR. OVER BONITA CANYON
C-4587
SANDEFUR
THOMAS M.
RECORD DRAWINGS
•
•
•
•
I I I
:::~ I I -!-------------~BOTTOM OF
I ~---,------,,----0-. BOX GIRDER
TOP OF PILE 9'-0" ~ "'-CAP ' WIDTH OF RIP RAP TO BE PLACED
BOTTOM OF PILE
CAP
15' I J
\ \
WITHIN 1-FOOT OF ABUTMENT
USE STRUCTURAL FILL
~ ( 3'-0"
I D=3'
? \
\ }
28 I l APPROXIMATE
EXISTING ERODED
) \ GROUND LINE
J
( ' \ 12'-Q" ~ FILL IN EXISTING EROSION
• D=3' WITH UNCLASSIFIED FILL AND
15' I COMPACT TO 90%
D = APPROXIMATE DEPTH "' _)
OF EROSION TO ADJACENT J \ CEXISTING
GROUND. 3'-0"
8' L D=2' ~
FENCE
0 0 I 0 0 0
EXISTING EROSION PLAN VIEW
NO SCALE
I
•
•
BONITA CANYON DRIVE
90 KG (LIGHT)
CLASS RIPRAP--.__
•
•
EXISTING FENCE--,,-
UNDERBRIDGE SLOPE
ROSION REPAIR AREA
~---UNDERBRIDGE ACCESS
POINT
BONITA CANYON DRIVE OVER BONITA CANYON CREEK
NOTE: PLACE GEOTEXTILE BETWEEN RIPRAP AND
GROUND AND EXTEND A MINIMUM OF 2 FEET BEYOND
ON ALL SIDES.
EXIST BARB WIRE
FENCE
INSTALL PIPE ANCHORS @ 10'
TO MIN. 3' BELOW BOTTOM
1'' = 20·
OF FILL ---
66'
WITH
---------------------------,-7
I
I
I
I
I
I
I I I
CENTER RIPRAP UNDER 11 I
DRAIN OUTLET~ 11 I
-----------------~L7 ________ J
PLACE STAINLESS
STEEL GRATE
ON FRONT OF PIPE--,
~-------1r--W = g'
I
I
I ~7
3'-o"
COVER MIN. 3" ------_J
COMPACTED, _ _ ---------------=~>._k'l.p..a...r,,.~lbl!I,[
JUTE MAT AND _ -
NAT~0~RSOE~~EDM~~ ~ __ ------------: \..,--5'-0"
---90 KG (LIGHT)
------------------------l __________ ~LAS-S=R=IP=R=A=P=tc='==============================
8" ABS
PIPE
DRAINAGE PIPE
NO SCALE
SECTION
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
W = 5'
/------------
/ ,-T---7-------------------T--7,--=~~~;:--7r;Ai'FP;"pPRiR□JIV/AALLiiRi:EcccoiMiiiMiEENNIDJEETID:-: -T----------------------------1
,<:::
.,,.--GEOTEXTILE
SEE NOTE
2'-0"
NO. DATE DESCRIPTION OF REVISIONS APPROVED
FONG TSE
PRINCIPAL CIVIL ENGINEER
DESIGNED: DRAWN:
TS TS
CHECKED: DATE:
FT 11 29 10 SHEET OF