HomeMy WebLinkAboutR_5868_SGENERAL NOTES
1. THE CONSffiUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO TH£ REQUIREMENTS Of TH£ NEWPORT BEACH
CONSffiUCTION STANDARDS AND TH£ STIWDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDmON AND
SUPPLEMENTS,
2, STATIONING RfffRS TO CENTERLINE OF STREET,
J, EXISTING UNDERGROUND UT/lmfS ARE SHOWN AS PER AVAILABLE RECORDS. TH£ CONTRACTOR SHALL Bf RESPONSIBLE
FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN TH£ FlfW PRIOR TO BEGINNING CONSTRUCTION OF THE NEW
FACll/TlfS,
4. CURB DATA REFERS TO FACE OF CURB.
5, All EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO All ADJOINING CURBS AND
WALKS, EX Cf PT AS APPROVED OTHERWISE.
6. All UNDERGROUND WORK SHALL Bf COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS.
7, PAVEMENT SECTIONS SHOWN ARE MINIMUM IWD SUBJECT TO Rf\llSION AND APPROVAL OF TH£ CITY AS REQUIRED BY
SOil TEST TAKEN AFTER COMPLETION OF ROUGH GRADING.
8. All MANHOLES SHALL Bf lffT BELOW PAVEMENT GRAD£ IWD BROUGHT TO FINISH GRAD£ AFTER PAVEMENT IS IN PLACE.
9, STATIONS SHOWN THUS (0+00) AR£ STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS,
10, SEWER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN TH£ ESTIMATED QUANTITIES ARE
HORIZONTAL DISTANCES.
11, STATIONS SHOWN [0+00} ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS,
12. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF
PERFORMING ANY WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARTMENT'S INSPECTOR SHALL ALSO BE NOTIFIED
AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT TH£ FORMS
CAN Bf CHECKED FOR UN£ AND GRADE AND CONSISTENCY WITH EXISTING CONSTRUCTION.
13, TH£ WALLS AND FACE OF All EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A
SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN (5)
FEET IN DEPTH SHALL ALSO Bf GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY Bf
EXPECTED,
14. ALTHOUGH NOT EXPECTED FOR THIS SIT£, PROVISIONS FOR DE-WATERING SHALL BE MADE IN CASE GROUNDWATER IS
ENCOUNTERED DURING THE WORK.
15. THE CONffiACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR ffiENCH WORK AS DESCRIBED IN N0.13
ABOVE FROM CAL/OSHA
16, All STORM DRAIN, SEWER AND WATER PIPE SHALL Bf BEDDED PER CITY OF NEWPORT BEACH STD, 106-l.
17, All CONCRETE SHALL Bf 560-C-3250,
18, ALL SEWER UN£$ TO 8£ OWNED, OPERATED AND MAINTAINED BY TH£ CITY OF NEWPORT BEACH SHALL BE VIDEO
INSPECTED AFTER CLEANING, AIR TESTING ANO MAN DR/LUNG. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY
UTllfTIES DEPARTMENT. TH£ DEVELOPER SHALL PAY THE CURRENT RAT£ ESTABLISHED BY THE CITY FOR VIDEO INSPECTION.
ANY SEWER UN£ FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND Rf-INSPECTED. INCLUDING AIR TEST, MANDRILL AND
VIDEO, PRIOR
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. TO TH£ BEST OF OUR KNOWLEDGE THERE AR£ NO EXISTING UT/UT/ES EXCEPT AS
SHOWN ON THESE PLANS, TH£ CONTRACTOR IS REQUIRED TO TAK£ DU£ PRECAUTIONARY MEASURES TO PROT£CT THE
UT/l/TlfS SHOWN AND ANY OTHER UNfS OR STRUCTURES NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT
THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND TH£ PUBLIC IS PROTECTED, ALL
CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH TH£ "OCCUPATIONAL SAFETY AND HEALTH REGULATIONs" OF THE
U.S, DEPARTMENT OF LABOR, AND TH£ STAT£ OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCT/ON
SAFETY ORDERs".
TH£ CIVIL ENG/NEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR TH£ CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE
WITH TH£ "OCCUPATIONAL SAFETY AND HEALTH REGULATIONs" OF TH£ U.S, DEPARTMENT OF LABOR OR WITH TH£ STAT£ OF
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERs".
CONffiACTOR FURTHER AGREES THAT IT SHALL ASSUM£ SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SIT£ CONDmONS
DURING TH£ COURSE OF CONSTRUCT/ON OF THIS PROJECT, INCLUDING SAFETY OF All PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT Bf UM/TED TO NORMAL WORKING HOURS; AND THAT TH£ CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOW TH£ OWNER AND TH£ CIVIL ENGINEER HARMLESS FROM ANY AND All UABIUTY, REAL OR
ALLEGED, IN CONNECTION WITH TH£ PERFORMANCE OF WORK ON THIS PROJECT, EX Cf PTING FOR LIABIUTY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER OR TH£ CIVIL ENGINEER.
UNAUTHORIZED CHANGES ANO USES:
THE CIVIL ENGINEER PREPARING THESE PLANS Will NOT Bf R£SPONS/8lf FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR
USES OF THESE PLANS. All CHANGES TO TH£ PLANS MUST BE IN WRITING AND MUST Bf APPROVED BY TH£ PR£ PARER
OF THESE PLANS.
LEGEND:
TC
FS
Fl
BW
GB
INDICATES TOP OF CURB
INDICATES FINISHED SURFACE
INDICATES FLOW UN£
INDICATES BACK OF WALK
INDICATES GRAD£ BREAK
4" A.C, ON 6" A.B. PAVEMENT
PROPOSED CONCRETE
<'h B"C,F. "'-;j'
STREET~ PROVEMENT PLAN
FOR
OLD NEWPORT BOULEVARD AND ORANGE AVENUE
NE PORT BEACH, CA
4' W;26.11'
pl <:,"' !<'-
0-?Cx-,\l '.?,s.
4 DRIVEWAY DETAIL
APPROVED:
SITE
4'
---------------PUBLIC WORKS DIRECTOR
RCE 36106
DATE
SAN DIEGO FRE[Wty
" (/-405
REF.
VICINITY MAP
NO SCALE
7
4,e,\,# ~ B"C.F,
0.607.
J
6'-c,,.
eC'/l( ;.,t
o'<
~
0--& CJ .-&
CONSTRUCTION NOTES & QUANTITIES:
STREET CONSTRUCTION
NO, DESCRIPTION
1 CONSTRUCT 6" AC./B" A.B, PAVEMENT SECTION.
1A CONSffiUCT 6" P.C.C, PAVING/COMPACTED SUBGRADE, WITH JOINTS PER APWA STD. PLAN 134-1.
18 CONSTRUCT FULL DEPTH A.G. PAVEMENT SECTION,
2 STRIP£ PARALLEL PARKING SPACE PER CITY OF NEWPORT BEACH STD-805-l -8,
2A PAINT CURB RED BETWEEN CURB ACCESS RAMP AND TH£ SOUTHERLY END OF THE CATCH BASIN,
3 CONSTRUCT CONG, CURB & GUTTER PER CITY OF N.B, STD-182-l (VARIABLE C.F. PER PLAN)
4 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE I PER CITY OF NEWPORT BEACH STD-160-l,
MODIFIED PER DETAIL ON SHEET 1.
5 CONSTRUCT CONCRETE SIDEWALK PER LANDSCAPE ARCH/TECT'S PLANS.
6 CONSTRUGT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD-181-l-A, CASE C, MODIFIED
PER DETAIL ON SHEET 1.
7 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II PER CITY OF NEWPORT BEACH STD-163-l.
8 ADJUST RIM ELEVATION TO PROPOSED GRAD£.
9 CONSTRUCT TREE GRAT£ PER LANDSCAPE ARCHITECT'S PLANS,
STREET REMOVAL
NO. DESCRIPTION
10 SAWCUT AND REMOVE EXISTING AC, PAVEMENT.
11 SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH.
12 SAWCUT AND REMOVE EXISTING CURB & GUTTER.
13 SAWCUT AND REMOVE EXISTING SIDEWALK.
14 PROTECT IN PLACE EXISTING IMPROVEMENT.
15 RELOCATE EXISTING UTILITY IMPROVEMENT PER Sf PARAT£ PLANS,
16 REMOVE EXISTING IMPROVEMENT,
17 REMOVE EXISTING WATER METER AND BOX, RETURN TO CITY. ABANDON EXISTING WATER SERVICE,
18 RELOCATE EXISTING STREET SIGN PER CITY INSPECTOR'S DIRECTION,
DRAINAGE CONSTRUC110N & REMOVAL
NO, DESCRIPTION
20 CONSTRUCT 16' WIDE CURB INLET TYPE Ol -A PER CITY OF NEWPORT BEACH STD-305-L.
21 CONSTRUCT 15" R.C,P, (0-2,500) PER CITY OF NEWPORT BEACH REQUIREMENTS.
22 CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-l, MODIFIED PER
DETAIL ON SHEET 1.
23 CONSTRUCT CONCRETE PIPE COLLAR PER CITY OF NEWPORT BEACH STD-313-l (A;45').
24 SAWCUT AND REMOVE EXISTING 15' WIDE CURB OPENING CATCH BASIN.
25 REMOVE PORTION OF EXISTING 15" DRAIN PIP£ AS REQUIRED.
26 INSTALL ULTRA URBAN ANTI-BACTERIAL (SMART SPONG£ PLUS) FILTERS ACROSS TH£ WIDTH OF
THE CATCH BASIN OPENING. INSTALL WITH STAINLESS STEEL HARDWARE,
•
• fl,
,c,
I -Q ~
• ' .
:. ~ ;rr' Q I •• ~ ' . •~:.('\
CF74AJ; -if' .?J,96
,6 < !<,
. ''Y
•
QUANTITY
7,260
222
10
2
1
270
416
2,243
4
260
-
2
QUANTITY
6,910
720
85
680
-
-
-
2
1
QUANTITY
1
5
1
1
1
-
1
AT OLD NEWPORT BLVD
SCALE: 1";10' DRIVEWAY DETAIL CURB RAMP & LOCAL DEPRESSION DETAIL
C/L
VARIES: 40.55' TO 40. 71'
o·
15' 15'
OLD NEWPORT BOULEVARD
AT ORANG£ AVE.
SCALE: 1"; 1 O'
[. R/W
VARI£ : 10.55' TO 10.71'
AT OW NEWPORT BLVD. ORANG£ AVE.
SCALE: 1";10'
C/L
EX. ASPH, PAVl:ME~IT-
TYPICAL SECTIONS ORANGE AVENUE
NO SCALE
JO'
22'
3/B" UP J
CURB RAMP DETAIL
AT ORANG£ AVE. CLAY ST.
SCALE: 1 ; 10'
S. R/W
8' STA 1 +55,JB TO
STA 1+74.76
5' STA 1+74.76 TO
STA 2+74.56
3'
EX, s/w I
UNIT
SF
SF
SF
EA
EA
lF
SF
SF
EA
SF
-
EA
UNIT
SF
SF
lF
SF
-
-
-
EA
EA
UNIT
EA
lF
fA
EA
EA
-
EA
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CITYOFNEWPORTBEACH ALDEN & PLANNERS STREET IMPROVEMENT PLAN
~
£:_'_ORE y® THE BEARINGS SHOWN HEREON ARE BASED ON BEARINGS COUNlY OF ORANGE BM NO, NB5-12-70 THIS P"N IS SIGNED BY THE CITY OF NEWPO= BEACH FOR SSOCIATES LAND SURVEYORS
~ Call TOLL FFiEE """"' o.cs "°"'°"'~ '°""°' '"'°" ,.,.s. '°· 3-3/4" ALUMINUM DISK IN THE NORTHEAST PART OF THE CONCEPT AND ADHERENCE TO THE APPLICABLr"'cnY STANDARDS OLD NEWPORT BLVD. TITLE SHEET
6257 AND STATION G.P,S. NO, 6232, NORTH 26'13'52' WEST ANO REQUIREMENTS ONLY THE CITY IS NOT RESPONSIBLE FOR
~\\\:;,~, 1_800_422_4133 INTERSECTION OF MONROVIA AVE, & 16TH ST., 32 FT EAST • 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614
2952.37 PER RECORDS ON FlLE IN THE OFFlCE OF THE DESIGN ASSU"PTIONS ANO ACCURACY & ORANGE AVE
OF THE CL OF MONROVIA AVE., 27 FT NORTH OF THE CL M • 2(949) 6./60-0110 FAX: 660-0418 .
ORANGE COUNlY SURVEYOR, a·
OF 16TH ST., SIT AT THE SOUTHWEST CORNER OF A // /;F___ ---fiF' -I • .tJ.._ ~---~
CONCRETE SLAB LEVEL Wl1H THE SIDEWALK. REVIEWED: ~lV .> ~ -r---,/e,/,r~ CITY OF NEWPORT BEACH
--1-..,t..:...=:._________ SHEET 1 OF J ii
EL""',IION ; 112.49 N/i"D 1988 LOPMENT SERVICES ENGINEER E DAVID L. BACON E 40496 'DATE UTILITIES DIRECTOR DATE PUBLIC WORKS DEPARTMENT ft_
fia"""',_;,T,;;W;,..OW;,;;O;;,;,R;,;,K;;;IN,;,;G;..;;D;.;A,;,YS;.,;;B;,;E;;,,FO,;;,;R,;,;E;,,,,;,Y,;;,O;..;UD;;,;,IG;,..=m!b"""===="""=""""""'======"""'=,.d!...,,"'c';,.f'',,,,.,,_,""""'===""""========""''==~=---=="""'=-""""""=="""'=="""'==="""lbm...,."""'==="""'=.d,,="""""""=..,.,=="""= .... .,...===,...="""'""""==llm, .... ="""'_,,"""'=-==-"""',.,,i""".,.,,="""'======="""a:,!""".,,..="""==== .... ="""....,= .... -=""""=:c!m .... """'=-'""'=i
R-5868-S
,
----' ,c· "i-:1.J
t
',.J•
SCALE IN FEET
1 inch = 20 ft.
Underground Service Alert
~,OR£ rec;
.::x cw~
'Ji~~ • \\\\,:'.
can: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
1+50 1+00
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON BEARINGS
BETWEEN O.C.S. HORIZONTAL CONTROL STATION G.P.S. NO.
6257 AND STATION G.P.S. NO. 6232, NORTH 26'13'52" WEST
2952.37 PER RECORDS ON FlLE IN THE OFFlCE OF THE
ORANGE COUN1Y SURVEYOR.
0+50 o+oo
SIREET CONS1RUC110N
NO. DESCRIPTION
1 CONSTRUCT ff A.C.jff' A.B. PAVEMENT SECTION.
1A CONSTRUCT ff P.C.C. PAVING/COMPACTED SUBGRAOE, WITH JOINTS PER APWA STD. PLAN 134-1.
1B CONSTRUCT FULL DEPTH A.G. PAVEMENT SECTION.
2 STRIPE PARALLEL PARKING SPACE PER CITY OF NEWPORT BEACH STD-805-L -B.
2A PNNT CURB RED BETWEEN CURB ACCESS RAMP AND THE SOUTHERLY END OF THE CATCH BASIN.
3 CONSTRUCT CONG. CURB & GUTTER PER CITY OF N.B. STD-182-L (VARIABLE C.F. PER PLAN)
4 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE I PER CITY OF NEWPORT BEACH STD-160-L,
MODIFIED PER DETNL ON SHEET 1.
5 CONSTRUCT CONCRETE SIDEWALK PER LANDSCAPE ARCHITECT'S PLANS.
6
7
CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD-181-L-A, CASE C, MODIFIED
PER DETNL ON SHEET 1.
CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II PER CITY OF NEWPORT BEACH STD-163-L.
o+oo 0+50 1+00
-~--:u:~
\ ~}ft,'3
'.~1."
SIREET REMOVAL
NO. DESCRIPTION
10 SA\VCUT AND REMOVE EXISTING A.G. PAVEMENT.
11 SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH.
12 SAWCUT AND REMOVE EXISTING CURB & GUTTER.
13 SAWCUT AND REMOVE EXIST/NG SIDEWALK.
14 PROTECT IN PLACE EXISTING IMPROVEMENT.
15 RELOCATE EXISTING UTIUTY IMPROVEMENT PER SEPARATE PLANS.
16 REMOVE EXISTING IMPROVEMENT.
8 ADJUST RIM ELEVATION TO PROPOSED GRADE. 17 REMOVE EXISTING WATER METER AND BOX, RETURN TO CITY. ABANDON EXISTING WATER SERVICE.
9 CONSTRUCT TREE GRATE PER LANDSCAPE ARCHITECT'S PLANS. 18 RELOCATE EXISTING STREET SIGN PER CITY INSPECTOR'S DIRECTION.
BENCHMARK:
COUN1Y OF ORANGE BM NO. NB5-12-70
3-3/ 4' ALUMINUM DISK IN THE NORTHEAST PART OF THE
INTERSECTION OF MONROVIA AVE. & 16TH ST., 32 FT EAST
OF THE CL OF MONROVIA AVE., 27 FT NORTH OF THE CL
OF 16TH ST., SET AT THE SOUTHWEST CORNER OF A
CONCRETE SLAB LEVEL WITH THE SIDEWALK.
ELEVATION = 112.49 NAVO 1988
CITY OF NEWPORT BEACH
THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR
CONCEPT AND ADHERENCE TO THE APPLICABLE CITY STANDARDS
AND REQUIREMEbit? ,ONLY. THE CITY IS NOT RESPONSIBLE FOR
DESIGN ASSUMPTlqNY AND ACCURACY.
REVIEWED: ------=-~Z"'=''')"=· ~::-:::==--===--
P1'ELOPMENT SERVICES ENGINEER
1h1/{)~ ~
ALDEN &
SSOCIATES
2552 WHITE ROAD, SUITE B, IRVINE, CA
(949), 660-0110 A FAX: 660-0418
I I ,A,..,?/ ..... / . ../,.,, t: , /
DAVID L. BACON "PE 40496
CIVIL ENGINEERS
PLANNERS
LAND SURVEYORS
92614
DATE
1+50 2+00
NOTE:
• CONTRACTOR TO COORDINATE REMOVAL OF POWER POLE WITH SBC.
CURVE DATA
0 DELTA RADIUS
A 02'25'2ff' 2286.16'
B 69'54'3ff' 25.00'
C 87'03'43" 25.00'
APPROVED:
UTILITIES DIRECTOR DATE
LENGTH TANGENT
96.74' 48.38'
30.50' 17.48'
37.99' 23.75'
OLD NEWPORT BLVD.
& ORANGE AVE.
2+50 3+00
;..!":'.--:;, .r_:-:'·.'..:,:;-1 ".'",.-';';fJ{'±_p
~3.~,-.?1;
(
SCALE IN FEET
1 inch = 20 ft.
STREET IMPROVEMENT PLAN
PLAN AND PROFILE
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PLAN NO.
R-5868-S
SHEET 2 OF 3
C/L
C/L
I
I
40. 6'
30'
CROSS SECTION -OLD NEWPORT BOULEVARD
CROSS SECTION
/ I
I _I
J I
j ' , I
JO'
NOT TO SCALE
STA.: 1 +00.00
40.65'
OLD NEWPORT BOULEVARD
NOT TO SCALE
STA.: 1+50.00
E. R/W
1 . 6'
E. R/W
10.65'
q-::::-;.J I
'--; 0+00.00
\STREET C/L INTERSECTION
<f__,,
'
I
OR -NGE
{ f
I I I ; i
AVENUE
20
22
26 fiJI
~
~/
~
I
c:::::, I
cS;
SCALE IN FEET
1 inch = 10 ft.
Underground Service Alert
'v~~\;~~ ~ ~~ Call: TOLL FREE ~ 1-800-422-4133 ~
TWO WORKING DAYS BEFORE YOU DIG
I I I I
I I //
/ I I /1
I I I I
/ EX.,1~ R / / /
✓ /'
/ I . ~
' ' / < ~
L=5' S=0.0200
21
R/W 24
0 DRAINAGE IMRPOVEMENTS DETAIL CONSTRUCT/ON NOTES
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON BEARINGS
BETWEEN O.C.S. HORIZONTAL CONTROL STATION G.P.S. NO.
6257 AND STATION G.P.S. NO. 6232, NORTH 2o13'52" WEST
2952.37 PER RECORDS ON FlLE IN THE OFFlCE OF THE
ORANGE COUNTY SURVEYOR.
DIWNAGE CONSJRUCTION &: REMOVAL
NO. DESCRIPTION
20 CONSTRUCT 16' WIDE CURB INLET TYPE OL-A PER CITY OF NEWPORT BEACH STD-J05-L.
21 CONSTRUCT 15" R.C.P. (D-2,500) PER CITY OF NEWPORT BEACH REQUIREMENTS.
22 CONSTRUCT LOCAL DEPRESS/ON PER CITY OF NEWPORT BEACH STD-J04-L, MODIFIED PER
DETAIL ON SHEET 1,
23 CONSTRUCT CONCRETE PIPE COLLAR PER CITY OF NEWPORT BEACH STD-313-L (A=45'J.
24 SI\WCUT AND REMOVE EX/ST/NG 15' WIDE CURB OPENING CATCH BASIN.
25 REMOVE PORTION OF EXISTING 15" DRAIN PIPE AS REQUIRED.
26 INSTALL ULTRA URBAN ANTI-BACTERIAL (SMART SPONGE PLUS) FILTERS ACROSS THE WIDTH OF
THE CATCH BASIN OPENING. INSTALL WITH STAINLESS STEEL HARDWARE.
BENCH MARK: CITY OF NEWPORT BEACH
COUNTY OF ORANGE BM NO. NBS-12-70
3-3/4" ALUMINUM DISK IN THE NORTHEAST PART OF THE
INTERSECTION OF MONROVIA AVE. & 16TH ST., 32 FT EAST
OF THE CL OF MONROVIA AVE., 27 FT NORTH OF THE CL
OF 16TH ST., SET AT THE SOUTHWEST CORNER OF A
CONCRETE SLAB LEVEL WITH THE SIDEWALK.
THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR
CONCEPT AND ADHERENCE TO THE APPLICABLE Cl1Y STANDARDS
AND REQUIREMENJ:i_ ONLY. THE Cl1Y IS NOT RESPONSIBLE FOR
DESIGN ASSUMFjllONS AND ACCURACY.
• I •
!
REVEWED, r-D !/J.-1/o!:
ELEVATION = 112.49 NAVO 1988 -~~-------------=-0 EVELO PM ENT SERVICES ENGINEER ' DATE
EX. ASPH. PAVEMENT
ALDEN &
SSOCIATES
2552 WHITE ROAD, SUITE B, IRVINE, CA
(94 660-0110 FAX: 660-0418
.,~./:-
DAVID L. BACl N PE 40496
C/L
JO'
22'
To• c.,-?,i:
CROSS SECTION -ORANGE AVENUE
C/L
NOT TO SCALE
STA.: 0+50.00
PROP. S. R/W QUITCLAIMED S. R/W
10'
8'
2'
20 ~
PROP. S. R/W QUITCLAIMED S. R/W
JO' 10'
22'
CROSS SECTION -ORANGE AVENUE
C/L
NOT TO SCALE
STA.: 1+00.00
22'
JO'
CROSS SECTION -ORANGE AVENUE
C/L
NOT TO SCALE
STA.: 1+50.00
22'
JO'
CROSS SECTION -ORANGE AVENUE
CIVIL ENGINEERS
PLANNERS
LAND SURVEYORS
92614
/, ~ ().)
DATE
NOT TO SCALE
STA.: 2+00.00
APPROVED:
UTILITIES DIRECTOR DATE
8'
-
-
•
.d
S. R/W QUITCLAIMED S. R/W
10'
B'
1A
PROP. S. R/W QUITCLAIMED S. R/W
8'
OLD NEWPORT BLVD.
& ORANGE AVE.
10'
PLANNO.
STREET IMPROVEMENT PLAN
CROSS-SECTIONS & R-5868-S
DRAINAGE IMPROVEMENTS
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 3 Of 3