HomeMy WebLinkAboutS_5163_S. ---.
IJ ~ ii'! m :::r::
ADAMS AVE. u t; <C _j_ _ _.j,L___.=::::____::'.::_,----j-w m ORANGE
z
0 f-
(.') ~
:z ~ f f-~ Z a => g§
:::r:: ,.,_
CITY OF
COSTA
MESA
\1CTORIA
~ <(
19TH
<(
F z u.l (_) <( -' Cl.
COAST COUEGE
" 0 m ~ "
ST.
BAKER
ci "
ORANGE CO.
FAIRGROUNDS
fl':
" " i::
UNIVE.Rsl n'
CITY
OF
IRVINE
U.C.I.
PUBLIC WORKS DEPARTMENT
GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE
REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS,
STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS
AND THE "STANDARD SPEaFICATIONS FOR PUBLIC WORKS CONSTIRUCTION",
1994 EDITION AND SUPPLEMENTS.
2. STATIONING REFERS TO CENTERLINE OF STREET.
3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE
RECORDS. THE CONTIRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING
CONSTIRUCTION OF THE NEW FACILITIES.
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.
6. SEWER LINE DISTANCES SHOWN IN PROFILE AND
IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES.
RAGE~ YARD & -' RESER. ~
RD. 8;
412 CARNA l~ON A VIENUE
SEWER RIEPlACEMENl PROJECT
7. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS
DIV. AND THE UTILITIES DIV. 48 HOURS IN ADVANCE OF PERFORMING ANY
WORK. THE, PUBLIC WORK DIV. INSPECTOR SHALL ALSO BE NOTIFIED AFTER
PLACEMENT OF FOIRMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR
CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND
GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. PUBLIC WORKS
DEPT CAN BE REACHED AT 644-3311 AND UTILITIES DIVISION CAN BE REACHED
AT 644-3011.
8. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN {5) FEET IN
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING
0-INDICATES AREA
SHOWN ON
LOCATION MAP
VICINITY MAP
NOT TO SCALE
SYMBOL LEGEND
•
0
D
POWER POLE
MANHOLE
FIRE HYDRANT
METER BOX
-----®------VAL VE
/j,
-x-x-x-
0
co
..LLL. .LLL .LLL .LLL.
I I
POWER POLE ANCHOR
MONUMENT
FENCE
BLOCKWALL
TREE
SHRUBBERY
ASPHALT PAVEMENT
BRICKWALK
CONCRETE
BUILDING
PARKING METER
STREET LIGHT AND PULL BOX
PALM TREE
----EXISTING CONSTRUCTION
- - - -PROPERTY LINE
----NEW CONSTRUCTION
-i;_--CENTERLINE
-S--SEWER LINE
-W--WATER LINE
-G--GAS LINE
-E--POWER IJNE
-T--TELEPHONE LINE
-CATV-CABLEVISION LINE
-SP--SPRINKLER SYSTEM
-SD--STORM DRAIN
-ST LT -STREET LIGHT
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
JWO-WORKING DAYS BEFORE YOU DIG
ABBREVIATIONS
ACP
AVE
BC
BOT
CATV
CB
GIP
(l
DEPT
DIP
E or ELEC
EC
ECR
EM
EX
FE
FL
G
GM
GB
INT
INV
LT
MH
ASBESTOS CEMENT PIPE
AVENUE
BEGIN CURVE
BOTTOM
CABLE TELEVISION
CATCH BASIN
CAST IRON PIPE
CENTERLINE
DEPARTMENT
DUCTILE IRON PIPE
ELECTRIC
END CURVE
END CURB RETURN
ELECTRICAL METER
EXISTING
FLANGE END
FLOWUNE
GAS
GAS METER
GRADE BREAK
INTERSECTION
INVERT ELEVATION
LEFT OF CENTERLINE
MANHOLE
BALBOA ISLAND
NE'M'O//T BA r
MJ
PCC
PROP
RCB
RCP
RT s
sea
SCE
SD
SDMH
SMH
ST
STA
STD
ST LT
ST STA
T or TEL
VCP
VLV w
WM
MECHANICAL JOINT
POINT OF COMPOUND CURVATURE
PROPOSED
REINFORCED CONCRETE BOX
REINFORCED CONCRETE PIPE
RIGHT OF CENTERLINE
SEWER
SEWER CLEAN OUT
SOUTHERN CAIJFORNIA EDISON
STORM DRAIN
STORM DRAIN MANHOLE
SEWER MANHOLE
STREET
WATER LINE STATION
STANDARD DRAWING
STREET LIGHT
STREET STATION
TELEPHONE
VITRIFIED CLAY PIPE
VALVE
WATER
WATER METER
PROJECT LOCATION MAP
NOT 1U SCALE
EMERGENCY TELEPHONE NUMBERS
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (UTIIJTIES DEPT)
COUNTY SANITATION DISTRICTS OF ORANGE COUNTY
COMCAST CABLEVISION
UNDERGROUND SERVICE ALERT
NUMBERS
DAY
634-3028
835-5200
259-4458
644-3011
962-2411
542-6222
1-800-422-4133
EVENING
634-3129
1-800-325-0477
611
644-3717
962-2411
542-3975
APPROVED:
APPROVED:
BASIS OF BEARINGS:
PUBLIC WORKS DIRECTOR R.C.E. No. 16791 -, A £) • C M1 c• U~/4i':::::--
UTILITIES MANAGER R.C.E. No. 25553
CONSTRUCTION NOTES
0
0
0
INSTALL CITY FURNISHED B-INCH PVC (SOR 35) PUBLIC SEWER MAIN.
BEDDING AND BACKFILL PER DETAIL HEREON.
INSTALL CITY FURNISHED 6-INCH PVC (SOR 35) PUBLIC SEWER LATERAL
AND CLEANOUT PER CITY OF NEWPORT BEACH STD-406-L
REMOVE EXISTING 48-INCH I.D. MANHOLE AND aTY TO CONSTIRUCT NEW
48-INCH 1.0. MANHOLE PER CITY OF NEWPORT BEACH
STD-401-L
INSTALL 4-INCH PVC (SOR 35) PRIVATE SEWER LATERAL
AND CLEANOUT PER CITY OF NEWPORT BEACH STD-406-L.
CONNECT NEW 4-INCH SEWER LATERAL WITH EXISTING SEWER
LATERAL WITH RUBBER MECHANICAL BANDED SEAL
COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL
DATE:
DATE:
0
0
0
0
INSTALL aTY FURNISHED SEWER CLEANOUT IN 2 FT X 2 FT CONCRETE PAD
PER CITY OF NEWPORT BEACH ST0-406-L
0
0
®
ABANDON AND PLUG ENDS OF EXISTING 6-INCH VCP WITH
CLASS "A" CONCRETE AT END OF PROJECT LIMITS.
GRIND EXISTING A.C. PAVEMENT 1-1/2 INCHES IN ENTIRE HATCHED
AREA. PAVING CAP TO BE CONSTRUCTED BY CITY FORCES OVER ENTIRE
ASPHALT AREA.
INSTALL CITY FURNISHED 6-INCH PVC 45' BEND.
CITY TO CONSTRUCT NEW 48-INCH ID MANHOLE PER CITY OF NEWPORT
BEACH STD-401-L AFTER CONTRACTOR EXCAVATES AND SHORES.
BENCHMARK:
OF THE GROUND OR OTHER EQUIVALENT MEANS. llRENCHES OR EXCAVATIONS
LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN
EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE
EXPECTED.
9. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
TRENCH WORK AS DESCRIBED IN NO. 8 ABOVE FROM CAL-OSHA.
10. ALL SEWER PIPES SHALL BE BEDDED IN ACCORD
WITH THE DETAIL ON SHEET 2.
SHEET INDEX
SHEET DESCRIPTION
TITILE SHEET
2 SEWER PLAN AND PROFILE
FROM STA 10+00.00 TO STA 12+-00.00±
412 CARNATION
THE BEARINGS SHO'IIN ON THESE PLANS ARE BASED ON THE CENTER-OCBM NB3K 28A 68 ELEV 40.34 ~ SEWER REPLACEMENT PROJECT ,/!;;"' ,,_'<-'-J
1.1. KILOMETERS (0. 7 OF A MILE) NORTHWEST ALONG BAYSIDE DRIVE ;i:::, ~
LINE OF CARNATION A VENUE, BEING N 61 '01'00" W
FROM THE POST omcE IN CORONA DEL MAR, IN THE NORTH CORNER : •
OF THE "T" JUNCTION OF CARNATION AVENUE, IN TOP OF THE EAST 1· 4
CORNER OF A 4 FT. BY 5 FT. CONCRETE AND METAL CATCH BASIN, • • •
15.8 METERS {51.8 FT.) NORTHEAST OF THE DRIVE CENTERLINE, DATE BY DESCRIPTION APP'□ ··e,'., C]Vll ~ CITY OF NEWPORT BEACH
TITLE SHEET
q
:i::
V) a,
r-
6.1 METERS (20 FT.) NORTHWEST OF THE AVENUE CENTERLINE, THE ,~;;)!(l " PUBIJC WORKS DEPARTMENT ___________________________________________________ s_r_ATI_o_N_I_s_Q_3_M_E_TE_R_A_Bo_VE __ TH_E __ HB_G_H_T_o_F_TH_E_D_R_IVE_. _____ .__ ________ RE_Vl_sI_0N_s ________ ..._ ________ sE_A_L..._ ________ s_EA_L..._ ____________ ..._ _____ ....,0
I
LI ··-
/~
~
C
V.
I C.I VI Ill' I.;/ V . .
,, 11 I 11 ,_,, L-, I I-'' r "
--
-
. I •--
•
-
--
....,, -•-I l'l,••L..'-' \I --
i----1---1---1--+-+-+-+-+-+-+-+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+-+-+-+-+--+--+--+--+--+-+-+-+-+--+--+----t----1----1----t----11--1--t--+
-
-
b
-
+
l@er--1--+--+--+---1---1-f-----Jf--f--f--f--+--+--+--+-+-+-+-+-+-+\-'.-f---+--+--+--+-+--+--+--+--+---1---,---1f--f--+--+--+--+-+-+-+-+-+-+'.ll-lf-=-+-+-+--+--+--+--+----1
;::. -
~
~ ~
l-+--+--+--+-+----l-l--+-+--+--+--+-+----l-l--+-+--+--+--+-+----l-l--+-+--+--+--+--+----l-l--+-+--+--+--+-+----l-l--+-+--+--+--+--+----l-1--+-+--+-----IA-
l-+--+--t---+--+---+--+-+--+-+-t-l--t---+--+--+--t-+----1---+--+-+--+-+-+-t,--l--t---+-+--+--t-+--+-+--+-+-+-+-t-l--t---+--+--+-+--t---+--+---+:-a+~
0 0
0
0 -
:,:.. I
,
I
-----1--
: ,
V
I
_i-.. --
\ _,_ ______ --
-I--1--
-
-
f---------·-1---
--
; =1 0 02 4
1-+--+--+--+--+----1-1--+-+--+--+--+--+----l-t-U)---+-'~4-++-+--t--t-f--t--t-++-+-t--t--+f--h=t==~f-=+,__--+--++-+--t--t~~f"'",;.'·'FV-t----tf--t-+-++--it--+-t-f--t-+
-
+
+
-
+
-
-
t
-
-
t
-
f
-
-
t
-
+
-
+
+
-
+
-
-
t
-
-
-
1
-
t
-
-
-
t
-
+
-
+
+
-
+
-
-
t
-
-
-
1
-
t
-
-
-
t
-
+
-
+
+
-
+
-
+
-
-
1
-
t
-
-
-
t
-
+
-
+
+
-
+
-
+
-
-
1
-
t
-
-
-
t
-
+
-
-
t
i
-
+
-
+
-
-
t
-
-
-
1
-
t
-
-
-
t
-
+
-
-
1
-
-
--1-----IJ ~-,
' '
----1--T-, -
I \
' -.., -t-+-+--t--t--+--+--+-+-+-t----t'-"-s:-"16~nt--t---il-+-tt-l------O:"
.t.~?..... "', \\
\
\
\
\
\
\
0
I
I
\
\
\
Ii
I
/ J
I I
I I
10+00
\
I
I
\
\ \ , /
1'0i I I '
I I
I I
I
I
I/
I
I/
f
I
I
-:: 0. J
ONST. 42,13 LF -
V
," VI P BL C ! Ell R ~O ST.
10+25 10+50
s II' -,,
31 .68 LI -6" PV~ PUB IC SE1 "R
11
PROFILE SCALE:
HORIZONTAL:
VERTICAL:
-----1/
I/
:/
1" = 10·
1" = 4•
11 n, II
11+50
EX. HOUSE
11+75
I
/I
/I
/I
I
I
I
I
I
I
I ~~-=-~-=~---~---~~~------=-=---~~~ -----~
PROPOSED BUILDING
-------Y'
WM (2) D
D
FOR A.C., SlREElS, O\£RLAY ENTIRE SECTION
SHO'l!l>I 111TH 1-1/2' A.C. OVcRLAY. GRlrID EXIST.
SlREET 5' MIN. FROM EACH EDGE OF GUTTER OR
CURB FACE
1RENCH l',mTH
' """'
,_,,N"-'OlEe....e..6......,. ..... ·.L -..., ·-. ~--:· . .-··:· :J:;,_r-l-"-NOe.elE:c6'-j
EX. PAVEMENT
1'MIN. / -. -·, \
/AT PA"9.IENT SURFACE) _ -. ,-~.;.: ·::.:..:-.~. ):f~A"9.IENT SURFACE)
REPLACE WITH 1' THICKER
A.C. SECTIONS. THAN EX. A.C ..
SECTI<X>I (COMPAC1£D 90% MIN.) V
REPLACE P.C.C. SECTI<X>IS WITH
MINIMUM OF 8-INCH SECTION. -
6' MIN.-
O.D. (PIPE BARRB.)
lRENCH SHEETING OR SHORING
IF USED
• .. .·: ... ' .
6' MIN.
UNDIST\JRBED SOIL. TYPICAL
NOTES:
0.4 O.D.
1. 1RENCH WIDTH SHALL BE O.D. + 12" MINIMUM, OR
O.D. + 20' MAXIMUM, INa..UDING THICKNESS OF
lRENCH SHORING OR SHEETING.
2. BACKFlll SHALL BE PER STANDARD SPECIFlCATIONS
SECTION 306-U EXCEPT THAT RELATIVE COMPACTION
SHALL BE 90 PERCENT MINIMUM.
3. \\llEN THE MAXIMUM 1RENCH WIDTH IS EXCEEDED, THE
CONTRACTOR SHAil SUBMIT TO THE ENGINEER FOR
APPROVAL. DRAWINGS WITH SUBSTANTIATING ENGINEERING
CALCULATIONS FOR THOSE MODIFlCATIONS OF PIPE
S1RENGTH AND /OR BEDDING WI-IICH Will PRO'IIDE AN
IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT
PRO'IIDED ON THE PLANS.
4. BEDDING SHALL BE PER STANDARD SPECIFlCATIONS
SECTION 3D6-1.2.1, EXCEPT THAT:
(A) CLASS 100-E-100 SLURRY MAY BE SUBSTIT\JTIED
FOR SHAPED BEDDING AT THE CON1RACTOR'S
OPTION ANO SOLE EXPENSE.
(BJ HAUNCH BEDDING SHALL BE HAND TAMPED TO 90%
RELATIVE COMPACTION MINIMUM FOR PVC. RPM,
HOPE. AND All OTHER FLEXIBLE PIPE INSTALLATIONS.
\\llEREUPON THE REMAINDER OF BEDDING (ABOVE-
SPRINGLINE) MAY BE COMPACTIED CONCURRENTLY
WITH THE BACKFlLL.
5. 1RENCH RESURFACING IN PORTLAND CEMENT CONCRETE
PA"9.IENT SHALL BE PER STANDARD SPECIFlCATI<X>IS
SECTION 306-1.5, EXCEPT THAT CONCRETE SHALL BE B'
THICK MINIMUM CLASS 560-C-3250.
6. IF MAIN LINE lRENCHES RESULTS IN PA"9.IENT WIDTH OF
5' OR LESS. PA"9.IENT SHALL BE REMOVED TO EDGE OF GUTTER.
7. lRENCH RESURFACING IN ASPHALT C<X>ICRETE PAVEMENT
SHAil BE PER STANDARD SPECIACATIONS SECTION 306-1.5,
EXCEPT THAT:
(A) ASPHALT CONCRETE SHALL BE PLACED IN UFlS NOT TO
EXCEED 4' THICK.
(B) APPLY TACK COAT AND FEATHER NEW PA"9.IENT AS
NECESSARY TO SEAL THE CONTACT JOINT AND ELMINA1£
PAVEMENT DEPRESSIONS \\!THIN ONE FOOT OF THE CONTACT
JOINT.
PIPE BEDDING AND
TRENCH REPAIR DETAIL
N.T.S.
CONSTRUCTION NOTES
I I
I I
I
I
I
I
I
I
0
0
0
0
INSTAU. Gin' FURNISHED 8-INCH PVC (SOR 35) PUBUC SEWER MAIN.
BEDDING AND BACKFIU. PER DETAIL HEREON.
INSTAU. Gin' FURNISHED 6-INCH PVC {SOR 35) PUBUC SEWER LATERAL
AND CLEANOUT PER CllY OF NEWPORT BEACH STD-406-L
REMOVE EXISTING 48-INCH 1.0. MANHOLE AND CllY TO CONSlRUCT NEW
48-INCH 1.0. MANHOLE PER CllY OF NEWPORT BEACH
STD-401-L
INSTAU. 4-INCH PVC (SOR 35) PRIVATE SEWER LATERAL
AND CLEANOUT PER CllY OF NEWPORT BEACH STD-406-L
CONNECT NEW 4-INCH SEWER LATERAL WITH EXISTING SEWER
LA lERAL WITH RUBBER MECHANICAL BANDED SEAL
COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL
INSTAU. CllY FURNISHED SEWER CLEANOUT IN 2 FT X 2 FT CONCRETE PAD
PER CllY OF NEWPORT BEACH STD-406-L
ABANDON AND PLUG ENDS OF EXISTING 6-INCH VCP WITH
CLASS "A" CONCRETE AT END OF PROJECT UMITS.
GRIND EXISTING A.G. PAVEMENT 1-1/2 INCHES IN ENTIRE HATCHED
AREA. PAVING CAP TO BE CONSlRUCTED BY CllY FORCES OVER ENTIRE
ASPHALT AREA.
INSTAU. CllY FURNISHED 6-!NCH PVC 45' BEND.
CllY TO CONSlRUCT NEW 48-INCH ID MANHOLE PER Cln' OF NEWPORT
BEACH STD-401-L AFTER CONlRACTOR EXCAVATES AND SHORES.
cc: w f-
-0:: 3
co
I
I
I
en -0::
0
Ni
I I
I
I
I
I
I
I
I I
I
10 5 0 10 20
I 89.3~
I I
I
~I _1 1 __ 1
SCALE IN FEET
!
I
I
I
I
I
F.s.
REVISIONS CHECKED
1 inch = 10 It.
SMW OATE 6-10-97 SHEET 2 OF 2
i ! '· '
u ~-:r I 0 r 0 u n 8 0 u :n □ ~ m 0 u ~ m < z 6 C z a m m • u s ~ " > u z !"
n " C ~ 0 I
c--m
I
~ u
I \;
c--z· :r 0
~ r 0 u n D m 0 0 N u :n
L □ ~
IJ) m 0 u ~ m ~ re:. z □
O>
v if> CD
D ~
D "" u ~
0
z
C s rn
S3
Cl II ~ z (j)
z
C s rn m II
~
0
Yi -)~
l;"I
I
lf
0
II ~ z
G)
z
C s rn m
II
Cl II ~ z r.,