HomeMy WebLinkAboutS_5268_S•
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ELE lRI AL POINT OF CONNECTION.
COO DI TE 'MlH UTILITY PROVIDER .
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LEGEND
- • • - • • -Archaeological Core Boundary ,
---Archaeological Site Boundary
a--a-Construction Limits Fence (Limits of Grading)
gj:~ "-Spot Elevation (T°<'to~f o~agG~i,°)f3~'no~ ~?12urb)
HOPE
SDMH
SSMH
PVC
RCP
High Density Poly-Eth)lene
Storm Drainage ManHole
Sanitary Sewer ManHale
Poly-Vin)II-Chloride
Reinforced Concrete Pipe
c 18" DRAIN BASIN
II 2'x2' CATCH BASIN
o 9" CATCH BASIN
NOTE:
Contractor will perform utility work in Cityof'f,iew_p_or..,.t ____________ , , ,_,,
Beach Right-of-Woy in accordance with the permit
requirements and those of the city inspector.
4 !N()Hl!S .0N OR181NAL DRAWING North
RECORD DRAWINGS
WHILE THE INFORMATION SHOWN IS BELIEVED TO BE
ACCURATE PFRDIHBP/DESIGN WILL NOT BE RESPONSIBLE
FOR OMMISIONS, ERRORS OR INACCURACIES
EDAW PREPARED UNDER -SUPERVISION Of',
Landscape Architecture
11875 Von Karman Avonue
Suite 400 Irvine. Calltomla 92614 •
714.660.8044 714. 660. 1046. fax
~'-: •
"'
REVISIONS
D
■
IGRIPTION -....
t:IQI£: Contractor will pay for all utHlty
meters. City will Install water meters.
ORANGE COUNTY
Dl8CJRl1lTION PUBLIC FACIUTI~ l RESOURCES DEPARTMENT
UPPER NEWPORT BAY REGIONAL PARK
1801 Untvenfty DrlY&, Newport BNoh, CA 82880
l---+---+------+--+-+-------l-fflL6
COIi iii ED UTl.ffY PLAN
-. DRAW OltlCICIDi 811!11'
DPR DPR GAH'OP.,
8CALI! DA"]! DRA~ NO. 8Hli&T
, •• 40' .8111':&7' UNB 10.6.1 C3.1
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ELE lR1 AL POINT OF CONNECTION.
DI TE WITH UTILITY PROVIDER.
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LEGEND
-• • -• • -Archaeological Core Boundary
---Archaeological Site Boundary
\
I !
o--a-Construction Limits Fence (Limits of Grading)
5583·~ , Spot Ele\/Otion (Tc:ie. of Woll/E!ottom of Woll) )
·= ' \ top of Curb /Bottom of Curb
HDPE
SDMH
SSMH
PVC
RCP
High Density Poly-Eth)iene
Storm Droinoge MonHole
Sanitary Sewer ManHole
Poly-Vin)i-Chlorlde
Reinforced Concrete Pipe
C 18" DRAIN BASIN
11 2'x2' CATCH BASIN
o 9" CATCH BASIN
I ' I
/
k f,
(~-/ \~--...:"<---,.,,-I \~
_) L..--hil'/
NOTE:
Contractor will perform utility work in City of Newport
Beach Right-of-Way in accordance with the permit
requirements and those of the city inspector.
0 20 40 80 120
4 !N()HE8 .ON ORIGINAL DRAWING
BOUND
~
180
North
RECORD DRAWINGS
WHILE THE INFORMATION SHOWN IS BELIEVED TO BE
ACCURATE PFRDIHBPIDESIGN WILL NOT SE RESPONSIBLE
Fl;)R OMMISIONS, ERRORS OR INACCURACIES
EDAW
Landscape Architecture
lfflS Voa Kormao A"'1ue
SUlto400
lrmie. Callfonda m14 '/M. 660. 8044
714.660.NMf.fax
PREPAMD UNDIA THIE 9UPIRVl8fON OF,
BEACH
SEPARATION
AINUNE.)
tlllIE: Controctor wm pay for au utility
meters. City wltt install water metel'll,
--------·--· ·7 \ ' .. .. ,.----_: .. --· • ~f~ 0.··-~0:-' ~~ -YJ/t~~;:;;:--~---:.-:::::::r:;:·--·.. --~~irr1~ ~1:) i
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R E Y I 8 I O N S ORANGE COUNTY
.. _--.---... ..a.; ............. ,-0 -.,-n-,o-• ___ ..,..-.. ,.-r---0-11-0-0 ,-,,-,0-.--l.puauc FACIL~'I RESOURCES DEPAR'.fMENT
----~ ... " ~ .... ,-
~~==-'-"-'-=cf='-+-+-----'---l"'"'PER NEWPORT BAY REGIONAL PARK
not~ Omo. Nw,pott 9Hol\ 0A l2e&O
~mNB) UTIJTY PLAN
--afWMI, CltlQID .-r
DPR lll'R -~-IOAU!!! DA.,., DRA~ ~ IHHT
1'. ,w Afl!f:"117 • UNB 10.6.1 C3.1
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CONCRE1E PIPE (RCP)
. SHT C1.7
q~ ~
1of---+-~~~~-:s::;:::f-77"'---llll~!L!Ll~llf"
DATUM ELEV
0.00 ,,, ,,, ,,, .,. <O I') ,-.: <'l ,-.: .,; N --
o+oo 1+00 2+00
STORM LINE
SCAI,E:
HOR: 1.. = 50'
VER: 1" = 5'
60
50
40
30
4" FROM BUILOING. INI.ET
INVERT • 23.00 FEET, ~
DATUM ELEV
20.00
"' ;;;
FINISH G
-~-RUPP _ 0 ""0UN0 ,-
/-
/
::;.
~ ----
-<'l ,,,
o+oo
EXISTING G
I"\
/UA : ----~ADE\ If •·xe· PUMP
> ;~-~
UTILITY
L .\IL II, SHT C3
~
V ~
/. ----~
--
'\
~~ \_ ~ IUANOUTg • DETAIi. C.
• CONCRE1E_s_J ~ SEE DETAIL ,IPSHT 03.3
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,-.: :.! -I') ,,, .. ...
1+00 2 +00
~OUND --..._,
L--------
J
-~
-----
I>). SEE
03.3
:;:; ..
I!!~ ,ii
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(l
ElCIS'IING 12" AlERII-H.L 2"
WATER SER CE PER C.N.8. DETAIi.
SlD-CONlRACTOR \DIFY
~i Ii, COPPER lUSIN MAY NOT SE -T. USE ~~T COPPER F1111NGS AT 0Efl.EC110NS
DATUM ELEV 1-----+-----+ANO __ ANCLE __ -+-TS.----+------1-----+-----H 20.00 -
<O ,,, g
0+00 1+00 2+00 3+00 3+54.75
2'' WATER LINE
60
ElCIST SS ~H~ RIii -64. '$ e
ncJST. 18" RCP
STORM DRAIN ----~ \ ' / •
f -.. -.... --A•-•>A
'>
IH\ERT • 4&..1 (ElCISTING) -\ 50 ~ I ~ ~..-----MAINTAIN POS '1VE SLOPE. '""' "'-
~ ' Ii ~;;,,--
~ACTOR~ IRIFY ElCISTAN~~ .....
;;,,--1/C CA51N< BORE SEAN 1H ~ WNJ<WAY IF SL ~VE IS NOT
40
~ ~ I ~ SEE CN8 0ET STD-401-L
FOR ECllON TO-
MANHOI.£
""
INV OUT !XISl) -46.01 IJ . (CON ....,,._.,. ·•.
'-4• PIA FORCE MAIi
30
20
"' .. -(l) 0 -"! '4 ~ g :a :8 :8 .,.
"'
3+00 4+00 5+00 6+00
SANITARY SEWER PRESSURE MAIN
4 INCHES ON ORIOINAL DRAWING
DATUM ELEV
20.00
"' :l!
0+00
SEE P PLAN FOR CON NUATION.
"!
-,,, -cd N
INST H.L AS SHOlM'I,
111TH THRUST 81.0CKlN(l PER
C.N.8. DET.\I $11)-610-L-A.
.. -gj ill
1+00 2+00
"': N ,,,
:;: <» ~ ,,,
3+00
6 '' WATER LINE
North
RECORD DRAWINGS
WHILE THE INFORMATION SHOWN IS BELIEVED TO BE
ACCURATE PFRDIHBP/OESIGN WILL NOT BE RESPONSIBLE
FOR OMMISIONS, ERRORS OR INACCURACIES
EDAW
Landscape Arehitect\lre
1'1815 Von 1wm111 AWllue
Suite 400
Jmae, Callfomla 92614 ™· 660. 8044 714. 660. 1046. tax
PREPARE) UND&l'f THS SUPERVISION OF•
2' MIN
3+98.62
REVISIONS ORANGE COUNTY
DIIGltlPTION -DATE DIBCFIIPTION PUBLIC FACILITIES & RESOURCES DEPARTMENT
1--+---+-------t---+--t---'-----i"PPER NEWPORT BAY REGIONAL PARK .
2~ Unlv9rllt, Dt1Ye. Nfflp<ltt aeacn. C:A eaeeo
81&Tmur. l----l---+--------1---1---1---------1 UTILITY PROFLE8
t-~---+-~------l---+---+----------1-.......
DPR DPII
80AIJ! DATE DRAWING NO. SHEET"
l--t---t-------~-i--;---1---------L.9 SHOWN 811!1']97 UNB 10.15,1 C3.2
GORMAN-RUPP 6x6 ABOVE GROUND
PRE-PACKAGED PUMP STATION. SEE
SPECIFICATIONS FOR PUMP & MOTOR SIZE.
INSTALL UNIT PER MANUFACTURER
RECOMENDATIONS.
INSTALL VALVE BOX COVER PER
CITY OF NEWPORT BEACH
STANDARD DETAIL sm 511-L.
INSTALL 4" GATE
VAL VE WITH MJ x MJ.
INSTALL 8" PVC SCHEDULE 80.
CONCRETE SUMP.
SLOPE WITH MORT AR,
MIN SLOPE 1:1.
-1J4-AT 10" EACH WAY
(TYPICAL)
4• C.I. VENT PIPE. ATTATCH TO 4"
STEEL I-BEAM AT MIN 3' INTERVAL.
I-BEAM SHALL BE EMBEDDED IN
CONCRETE TO A DEPTH OF 2' AND
SHALL PROTRUDE 8' ABOVE
GROUND LEVEL.
D
PUMP ON
PUMP OFF
SECTION
NO SCM.£
----------11.34' ----------
------6' ------t
,----~---.------,--
-
-
7
D
10'
STANDARD MANHOLE FRAME AND LID CAST INTO CONCRETE. SUPPLY LOCKING CO\IER,
4" INLET --
23.00'
---#4 AT 10" EACH WAY
(TYPICAL).
18.00'
4" C.I. VENT PIPE
A
L4" DISCHA GE __
A
4" INLET __j
6' 7.34'
A
PLAN YJEW NO SCAL£
NOTES;
1. INSTALL PER CODE (UPC SECTION 710.0)
2. SUMP MAY BE PRE-CAST CONCRETE PRODUCT OR CONSTRUCTED
IN PLACE BY CONTRACTOR.
3. FOR CONCRETE MATERIAL SPECS. SEE STANDARD SPECIFICATIONS.
4, ALL PIPING WITHIN THE SUMP SHALL BE C.I.
5. PROVluE A I LEAST ONE 3"x;090 GUAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (MAX 3' VERTICAL SPACING).
SANITARY SEWER LIFT PUMP
STANDARD MANHOLE FRAME
AND LID CAST INTO CONCRETE. SUPPLY LOCKING COVER,
NTS
B
30"
12" MIN.
2·
12'
MIN.
POWER CONDUIT
«-"0''
BACKFILL MATERIAL
BEDOING MATERIAL
t
BACKFILL MATERIAL
t
BEDDING MATERIAL
2" PVC CONDUIT FOR FUTURE FIBER OPTIC.
INSTALL FROM TELEPHONE P.O.C.
TO BUILDING W/PULL BOXES
AS REQUIRED.
COMMON UTILITY TRENCH
1' MIN (AT PA\IEMENT SURFACE)
REPLACE WITH 1" THICKER
A.C. SECTIONS. THAN EX. A.C.
SECTION (COMPACTION 90% MIN.)
FOR A.C. SlREETS, OVERLAY ENTIRE SECTION
SHOWN WITH 1 1/2" A.C. OVERLAY. GRIND EXIST.
STREET 5' MIN. FROM EACH EDGE OF GUTTER OR
CURB FACE
lRENCH WIDTH
EX. PAVEMENT
1' MIN {AT"PAVEMENT SURFACE)
6" MIN
6" MIN
O.D. (PIPE BARREL)
TRENCH SHEETING OR SHORING
IF USED
UNDISTURBED SOIL, TYPICAL
SEWER PIPE
NTS
::I
ti:: ~ ID
C, z ;
COVER
PLUG
CONCRETE BASE
CLEANOUT BOX
CLEANOUT
ADAPTER
IF AT TERMINUS OF SEWER
PLUG AND BAND OR GROUT
END OF WYE
FLO:W
NOTES;
6"
ADAPTER
SEWER LINE
C SANITARY SEWER CLEANOUT
TRENCH SHEETING OR SHORING
IF USED
UNDISTURBED SOIL, TYPICAL
FOR A.C. STREETS, OVERLAY ENTIRE SECTION
SHOWN WITH 1 1/2" A.C. OVERLAY. GRIND EXIST.
STREET 5' MIN. FROM EACH EDGE OF GUTTER OR
CURB FACE
• "'
lRENCH WIDTH
Q z ~ ::c
WATER PIPES
EX. PAVEMENT
~~, ::I
ti:: ~ ID
NTS
NOTES;
1.
2.
3.
D
TRENCH WIDTH SHALL BE 0.0. + 12• MINIMUM, OR 4.
O.D. + 20" MAXIMUM, INCLUDING THICKNESS OF
TRENCH SHORING OR SHEETING. •
BACKFILL SHALL BE PER STANDARD SPECIFICATIONS
SECTION 306-1.3, EXCEPT THAT RELATIVE COMPACTION
SHALL BE 90 PERCENT MINIMUM.
WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE
CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR
APPROVAL, DRA'MNGS WITH SUBSTANTIATING ENGINEERING
CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE
STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN
IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT
PROVIDED IN THE CONTRACT.
BEDDING SHALL BE PER STANDARD SPECIFICATIONS
SECTION 306-1.2.1 EXCEPT THAT:
(A)
V
CLASS 100-E-100 SLURRY MAY .BE SUBSTITUTED
FOR SHAPED BEDDING AT THE CONTRACTOR'S
OPTION AND SOLE EXPENSE.
(B) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90%
RELATIVE COMPACTION MINIMUM FOR· PVC, RPM,
HOPE, -AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS.
WHERE.UPON THE REMAINDE~ OF BEDDING (ABOVE-
SPRINGLINE) MAY BE COMPACTED CONCURRENTLY
WITH THE BACKFILL
5. TRENCH RESURFACING IN PORTALND CEMENT CONCRETE
. PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS
SECTION 30$-1.5, EXCEPT THAT CONCRETE SHALL BE a.•
THICK MINIMUM CLASS 560-C-3250.
,'
6. IF MAIN LINE TRENCHES RESULTS IN PAVEMENT WIDTH OF
5' OR LESS, PAVEMENT SHALL BE REMOVED TO EDGE OF
GUTTER.
7. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT
SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5
EXCEPT THAT:
(A) ASPHALT CONCRETE SHALL BE. PLACED IN LIFTS NOT TO
EXCEED 4" THICK.
(B) APPLY TACK COAT AND FEATHER NEW PAVEMENT AS
NECESSARY TO SEAL THE CONTACT JOINT ANO ELIMINATE
PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT
JOINT.
STREET TRENCH DETAIL NTS
RECORD DRAWINGS
WHILE THE INFORMATION SHOWN IS BELIEVED TO BE
ACCIJRATE PFRD/HBP/DESIGN WILL NOT BE RESPONSIBLE
• FOR OMMISIONS, ERRORS OR INACCURACIES
.EDAW
Landsllilpe Arclutccture.
. ,
17815 Von ltanull Awue
Saile 400 lmue, Callromla 92614 -714. 660. 8044
714. 660. 1046. fax
PAl!PARED UNDER THJf SUPERVISION OF, REVISIONS , ORANGE COUNTY -.. ,. 018CRIP1'10N -.. ,. Dl80RIPTION PUBLIC FAOUTIE8 &. RESOURCES DEPARTMENT
1---1----1--------1-~+---,1--------...,PPER NEWPORT BAY REGIONAL PARK
280'1 \llliV«.it, DttY .. Newport 8"0b. C:A ~ --UTIJTY DIETAl.8 -DPR
90M,I. DATE DRAWING NO. 8Hll!T
ABIHO •. 97 UNB 10.5.1 C3.3
2
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--
77• SQUARE
--.• n --\ --i_J --
I
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FIBERGLASS REINFORCED
PLASTIC ENCLOS URE
MOVABLE
VICE
COMPLETELY RE
FOR MAJOR SER
REQUIREMENTS.
-DISCHARGE
'IC .,
G-R
-SUCTION/ "' .
./ 33-1 /2"
'
23"
15-1/4"
'" " "
PUM NO. 2
-
GORMAN-RUPP (G-R)
PUMP STATION TO HERE
--F0R= 4" DISCHARGE
PUMP NO. 1
.. . -· ... ---·· ..... ...
7
48" REQUIRED FOR HINGED
ACCESS PANEL
. . -
r ,...JL ' I I
' , r ~ ::::-.. ' A' r-V -~
): ~ / ' ~ '\ I . -.I -r· I • v \_ -\ .....
'\. -\ \ /
--✓ '-,
~@ I=
·•---··-•· ···"""'~·---·---"--· ,,. ·--••>< -·-··-·-··---· , ··••-·--• .......... ··--., •~ '"~•"•••m . ---· _.,_ "" ... _ ,, --_, .............. , _ _________ ,_ _____ , ---·· --······ ,., .. , .... .,_ ·-· . -. .. . ··-'"
'81
• --') ~
----· --t---------~ -'--
~
_.--" ~ ~ -~ / /. '::::-., 'I --
I.Y. jY • J-. -ti" J-K" I "'t --'r1 J -\. ....... v
'--=f-" ~
' ' -,, ,
NOTE; SUCTION AND DISCHARGE ':
5/8" FOUNDATION BOLTS
4 REQ'D (BY OTHERS)
4" BOLT PROJECTION
FROM PAD
THIS AREA OPEN TO PAD
INSTALLER MUST SEAL
ALL THRU CONNECTIONS
TO WET WELL GAS TIGHT.
T
15-5/8"
3-3/4"
SECTION VIEW 1
_I
2-3/4"-j_
B
36"
,,,.,-4" DISCHARGE LINE
6" MIN. HOLE
..--3" SUCTION LINE
4* MIN. HOLE
36• 2 REQUIRED
IE---21"---i,~tE-IE--21"--'--
'\_ 6" DIA. HOLE FOR
SERVICE LINES
PLAN VIEW
ABOVEGROUND SEWAGE LIFT STATION-PLAN VIEW 2
ITEM DESCRIPTION MAT'L & SIZE
1 PUMP CAST IRON T3A3-B
2 MOTOR CAST IRON
3 CHECK VALVE CAST IRON .4"
4 PLUG VALVE CAST IRON 4"
5 MOTOR CONTROL PANEL STEEL·
6 LIQUID LEVEL PANEL STEEL
7 BELTGUARD STEEL
CONNECTIONS ARE 125/1 FLANGE I I ~
\. I L, .J 48" REQUIRE
ACCESS PANE
D FOR HINGED
L
2" NPT SERVICE \_ REMOVABLE ACCESS
ENTRANCE -
1 PANEL 45" X 48"
CONNECTION 2 SIDES
SECTION VIEW 2 C ABOVEGROUND SEWAGE LIFT STATION-PLAN VIEW 1
MAX, TOTAL WALL •• HBIORT, H
16' -·
14'
10'
.. •···-a•
... -·6'
GEOGlUD REINJORCEMBNT SCBEDULB
.5'
S'
S'
.. -4'
3'
. GBOGRID ·
· NO. Cl'l'H
··LAYBRS . L
. •,-,
''Porllae'35 . ' '" -' '. '·: . : ····~
. Portsw.3S •
FortracSS. 4
Portsw~ · • 2
ForlracSS 2 12'
J!orlao.,SS. :-,• : . 3 . .12'
. J>ortrae.3S;-.. . .. ,s. •· .-. .tO'
Forlrac3$. ·4 816"
· · ilorlnlc 9S · '-· • ◄ • .. · ;7'6· •
Portrac35 2, 6'-
1
.....
8'
. .-,g•
a•
2'.· -
2' ·_
OBOQRII) POSmON
HBlGHT ABOVB LBVBUNO PA»
2 3 4 S 6
z~ • . 4'8" . 7'4' . 10'
14'
.2'8". 4'8" 7•4• 10'
13'4°
2'8" 4'8" 7•4•
10' 13'4"
:2 .
.. 2.'.I" '
2'.8'
4' :·'6' .
4'
..
7
18' . --
16'8" _'j ,...,,_
. / .. f Ii"'> ..-
·"--✓-·
I I ' r
'·
·.
' $'
E
··--·····~········"'•"·" ... ~........... ,.-, .. ~-.-••-.---• ·····-···· •••
"'"'" ,,.., _,,_._ •• ,., •• o,,., • •----.--,~• '"-••• •'•"" """"""""•
., ...., _,., ·-,, ' ' ' '. '
'
·· 1 O'
., .
6" .,f-,1'-
(MIN.) VARIES
SOIL PARAMETERS: ·
(l' = 31·
C' = 0
.LEGEND
0 4" DIA. RFORATED SOR 35
PIP APP ED IN 4 OZ./ S. Y.
◊TEXTILE, MIN. 2% GRADIENT.
DISCHARGE PER SOIL ENG.
@ COMPACT SELECT FILL FROM ON
••• -SITE SOURCE (90% ASTM D1557)
(}) KEYSTONE STANDARD UNIT.
(3) 8" THICK CRUSHED ROCK LEVELING PAO. -
PICAL WALL CROSS SECTION
·.· RECORD D,R.AWIN~S · ••
WHILE THE l~FORMATION $HqWN IS BJ=LIEVED TO BE
ACCURATE PFRDIHBPIDESIGN WILL NOT BE ~NSIBLE
FOR OMMISIONS,.ERRORS OR lNACOURACIES " . • ·, ' . . '
EDAW -• Landsqape Architecture
1'1875 Von Karman AVOIIUe
' SuiteMIO . Inlae;.Cl!ltonala • !12614
• '114. 660. 8044
714. 660. 1046. tax
i
@ APPROX. EXCAVATION LINE.
0 RETAINED BACKFILL
Q) FINISH GRADE. (REFER TO GRADING PLAN)
@ 8" MIN. LOW PERMEABLE SOIL
® FORTRAC GEOGRID REFER TO GEOGRID •
REINFORCEMENT SCHEDULE. ·. •
<Sm = 120 pcf
L (REFER TO SPECIFICATIONS)
@ DRAINAGE COMPO
FILTER MATERIAL
@ 4" CAP UNIT.
Q,. INSTALL GUARDRAIL IN CONCRETE
\:.:;I FOOTING, 12" DIA. TO 2' -6" DEPTH.
• REFER TO POST DETAIL #1, -SHEET l2.2 A
SHEET L 1.3 FOR LOCATION,
• PREPARED UNDER THE SUPE!fMSION .OF• --~Rl""E_v_. ,_s'T'i_o_N_s ______ .,......., ______ -1 PUBLIC FACILl~T:s=-Ji DEPARTMENT
MM1C ·.DATE D18CRIPTtON MMK DATIE DIIORIPTIOltl
1---t---+--,------t---+-,--------tO..... DMW. OMIQklm, .,. . ,
DPR DPR GAit Of'·•
·8CALE DATE DRAWING NO. SHEET
A8 8H01Vll'llll!f. 97 UNB 10.5.1 . C3.4