HomeMy WebLinkAboutS_5245_SJOHN WAYNE ~ AIRPORT
CITY OF
COSTA MESA
VICTORIA ST
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PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
SYMBOL LEGEND
~~ ~&< ~a !?
CITY OF
IRVINE
UNI\IERSln'
-0-POWER POLE ABBREVIATIONS
Osco SANITARY SEWER CLEANOUT AC ASPHALT CONCRETE
QSMH SANITARY SEWER MANHOLE DIP DUCTILE IRON PIPE tf FIRE HYDRANT VCP VITRIFlED CLAY PIPE ~ WATER METER BOX & SERVICE RWV RESILIENT WEDGE VALVE
□GM
FE FlLANGED END
GAS METER
MJ MECHANICAL JOINT -0---VALVE NTS NDT TO SCALE
POWER POLE ANCHOR RT RING TIGHT n MONUMENT STL STEEL
-x-x-x-FENCE ABAND ABANDONED
BLOCKWALL IP&T IRON PIPE AND TAG
~ MON MONUMENT
TREE
CATV CABLE TV
(J{J SHRUBBERY
DWY DRIVEWAY
..ait. ~ .LU ..LL'L.... ASPHALT PAVEMENT co CLEANOUT (SEWER)
: : : : II I II : : : : : : : : : : ;.': BRICK WALK ARV AIR RELIEF VALVE
1 • • • I . : . : _ _. _·_._ :-· : ·_. ·::. CONCRETE B/APPR BACK OF ALLEY APPROACH
~la~t:'.'.~a/a
EV ELECTRICAL VALVE
BUILDING
SW SIDEWALK ----EXISTING CONSTRUCTION WWF WELDED WIRE FABRIC -----PROPERTY LINE MLCCSP MORTAR LINED CEMENT COATED
STEEL PIPE
NEW CONSTRUCTION
RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE
---t.---CENTERLINE 0 4"A.C. CORING INFORMATION
___ -5 ____ SEWER LINE MCWD MESA CONSOLI DA TED WATER DISTRICT
-----W WATER LINE
---G---GAS LINE
--E--POWER LINE
-T TELEPHONE LINE
-CATV-CABLEVISION LINE
-SP--SPRINKLER SYSTEM
:0 STREET LIGHT
-u-SIGN
I= ::j GARAGE OPENING
I I WINDOW
* SPRINKLER EMERGENCY TELEPHONE NUMBERS
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
SBC
CITY OF NEWPORT BEACH {UTILITIES DEPARTMENT)
ORANGE COUNTY SANITATION DISTRICT
ADELPHIA CABLE
UNDERGROUND SERVICE ALERT
MCWD
IRWD
DAY NIGHT
(800)-624-8153
(800)-611-1911
611
( 949 )-644-3011
(714)-962-2411
{714)-338-2060
{800)-422-4133
(949)-574-1000
(949)-453-5456
(800)-624-8153
(800)-611-1911
611
(949)-644-3717
(714)-388-2000
{800)-422-4133
(949)-631-1200
J?W
,...,
u
t:FFIL!TXJE§ DJEP AR TMJENT
THE GALLEY CAFE
GREASE TRAP
"---/'--"-~
APPROVED: DATE: ,-//4
/--::?'"S~':e:::,O~R~O-:"F:ccP:ccUc::B-:-Lc-:clC-:W-:0-:cR-,-::KS:-::cR-:.Cc-::.E::-. ,..,.NO-:-_-c3-:-61c-:c0-::-6 ---77i'
FD 12. ni---e Gir2. F1\ ,s f' -i;: e,p,p ; N "T .\ti? Mes o (.2.
tS~D DfL\VC P'U.Bl...,lC-/4Eil::IT-OF -\fJAj
APPROVED:=~~~~~=~~==~=~~==~~~~~= DATE: ______ _
DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 47961
SHEET INDE)(
QJ TITLE SHEET
IT) SITE PLAN
[}J FLOOR PLAN
[Ij PLUMBING/SCHEMATIC PLAN
APPROVAL RECOMMENDED APPROVAL RECOMMENDED
GENERAL NOTES
1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL
BE CONSTRUCTED IN ACCORDANCE l'llTH THE "STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION," 2003 EDlllON AND SUPPLEMENTS TO DA TE, EXCEPT
AS OTHERl'llSE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS
CONTRACT'S SPECIAL PROVISIONS.
2. ALL EXPOSED SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO
ADJOINING IMPROVEMENTS.
3. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING
IMPROVEMENTS UNLESS NOTED OTHERl'llSE.
4. PRIOR TO APPLICATION OF PRIMER, ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY
CLEANED. ALL SURFACES SHALL BE FREE OF RUST, DEBRIS, OR OTHER DELETERIOUS MA TERI AL
OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 4 TT BOXES TO BE REPLACED
AND ADJUSTED.
5. CONTRACTOR SHALL NOT DAMAGE ANY EXISTING MEMBER NOT DESIGN A TED FOR REPLACEMENT.
6. ALL BOLTS AND OTHER CONNECTORS SHALL BE STAINLESS STEEL.
7. CONTRACTOR SHALL CLOSE ACCESS TO THE WORK SITE AS NEEDED TO PROVIDE SAFETY TO
THE PUBLIC.
8. CONTRACTOR SHALL ENSURE THAT ALL CONNECTIONS ARE TIGHT AND FREE OF GAPS OR LEAKS.
ANY CONNECTION OR SEAM THAT CAN ALLOW THE INTRUSION OF WATER SHALL BE SEALED
l'llTH A JOB APPROPRIATE SEALANT.
9. ANY DISCREPANCY IN THE DRAl'llNGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE
ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT. FAILURE TO DO SO
l'llLL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION.
10. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE
DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED
AND PERFORMED AS THOUGH SPECIALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK
NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS
SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
11. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE
12. TEMPORARY TRAFFIC SHORING IS TO BE USED ADJACENT TO EXISTING STRUCTURE DURING
CONSTRUCTION.
13. ENGINEER OF RECORD HAS VERIFIED THE STRUCTURAL CAPABIUTY OF THE GREASE INTERCEPTOR
WITH RESPECT TO STRUCTURAL LOADING FROM THE ADJACENT EXISTING ONE STORY STRUCTURE
AND REQUIRES A 90% COMPACTIOIN REPORT, BY A LICENSED GEDTECHNICAL ENGINEER TO BE
PROVIDED TO THE BUILDING INSPECTOR AFTER BACKFILL AND COMPACTION AND PRIOR TO FINAL
INSPECTION.
CONSTRUCTION NOTES
CD INSTALL NEW GREASE WASTE LINES. REFER TO PLUMBING SCHEMA TIC FOR SIZES.
0 REMOVE AND REPLACE SANITATION SEWER LINES.
G) INSTALL NEW CLEAN OUT IN 4TT BOX PER CITY OF NEWPORT BEACH STD-406-L. REFER
TO PLUMBING SCHEMA TIC FOR SIZES. 0 INSTALL NEW 36" X 36". MOP SINK PER MANUFACTURER'S SPECIFICATIONS.
® NSTALL NEW TRAPZILLA TZ-600 GREASE TRAP SYSTEM PER MANUFACTURER'S STANDARDS
AND SPECIFICATIONS. ~
0 INSTALL NEW GREASE INTERCEPTOR VENT. REFER TO PLUMBING SCHEMA TIC FOR SIZE.
r;,_ INSTALL NEW GREASE LINE CLEAN OUT TO GRADE. REFER TO PLUMBING SCHEMATIC FOR \!...,I SIZES.
lo\ INSTALL NEW SANITATION UNE WALL CLEAN OUT. REFER TO PLUMBING SCHEMATIC FOR ~ SIZES.
0 CONTRACTOR TO RELOCATE AND STORE BIKE RACK DURING CONSTRUCTION. BIKE RACK TO
BE RETURNED TO ORIGINAL LOCATION ONCE CONSTRUCTION IS COMPLETE.
@ CONTRACTOR TO REMOVE AND STORE NEWSRACK DURING CONSTRUCTION. NEWSRACK TO
BE RETURNED TO ORIGINAL LOCATION ONCE CONSTRUCTION IS COMPLETE. CONTRACTOR
SHALL INFORM PUBLIC WORKS 7 DAYS PRIOR TO REMOVAL/RELOCATION OF NEWSRACK.
@ ALL SIDEWALK REPAIR SHALL BE PER CITY OF NEWPORT BEACH STD-181-L
@ PROTECT IN PLACE.
@ EXISTING UTILITIES TO BE ABANDONED.
@ INSTALL NEW FRP TO HEIGHT OF 7FT ABOVE MOP SINK AND EXTEND 2 FT HORIZONTALLY
BEYOND SIDES OF MOP SINK.
112'. PROVIDE A COMPACTION REPORT BY A LICENSED GEOTECHNICAL ENGINEER FOR 90% ~ COMPACTION.
® ALL WORK TO COMPLY WITH 2007 CALIFORNIA BUILDING CODES.
ALL GREASE WASTE AND SANITARY WASTE SHALL HAVE A MINIMUM OF 2% SLOPE .
APPROVAL RECOMMENDED
TITLE SHEET
R.C.E. NO. 36106 THE GALLEY CAFE
KC ~GREASE TRAP BUILDING DIRECTOR UTILITIES DIRECTOR DATE 829 HARBOR ISLAND DRIVE
KC & PLAN CHECK #1
,__DA_TE~_B_Y~ __ D_Es_c_RIP_TI_O_N -~A_PP_'o_,DATE -------, DATE _______ ,l-:DccES=IGCCNE~D-~1ccD7CRA=-WN-"K"'CE:,cBAccL,:,:LO"'lS CITY OF NEWPORT BEACH s -;zt1s-s
CHECKED DATE
REVISIONS 25 JAN 2010 -UilLITIES DEPARTMENT SHEET 1 OF 4
CITY OF
COSTA MESA
VICTORIA ST
O". 0 [Il
"' « :r:
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
SYMBOL LEGEND
<2;~ ~(,
:sa if'
CITY OF
IRVINE
\Jl'l\1/ERS\1'/
-0--POWER POLE ABBREVIATIONS
osco SANITARY SEWER CLEANOUT AC ASPHALT CONCRETE
QSMH SANITARY SEWER MANHOLE DIP DUCTILE IRON PIPE ti FIRE HYDRANT VCP VITRIFIED CLAY PIPE ~ WATER METER BOX & SERVICE RWV RESILIENT WEDGE VALVE
□GM
FE FLANGED END
GAS METIER
MJ MECHANICAL JOINT ~ VALVE NTS NOT TO SCALE
POWER POLE ANCHOR RT RING TIGHT
D, MONUMENT STL STEEL
-x-x-x-FENCE ABAND ABANDONED
BLOCK WALL IP&T IRON PIPE AND TAG
~ MON MONUMENT
TREE
CATV CABLE TV
(){J SHRUBBERY DWY DRIVEWAY
..,{LL -4.! ..,c,,:,L ...u,L.. ASPHALT PAVEMENT co CLEANOUT (SEWER)
I : : I I[ I I
:: : : : '::::::::: BRICKWALK ARV AIR RELIEF VALVE
I :1 CONCRETIE
B/APPR BACK OF ALLEY APPROACH
" .. -·. . -
-
l,:::'L/ /////a EV ELECTRICAL VALVE
BUILDING
SW SIDEWALK ----EXISTING CONSTRUCTION WWF WELDED WIRE FABRIC -----PROPERTY LINE MLCCSP MORTAR LINED CEMENT COATED
STIEEL PIPE
NEW CONSTRUCTION RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE
___ (i_ ___ CENTIERLINE 0 4"A.C. CORING INFORMATION
____ 5 ____ SEWER LINE MCWD MESA CONSOLIDATED WA TIER DISTRICT
-----W-----WATER LINE
---G---GAS LINE
--E--POWER LINE
-T TELEPHONE LINE
-CATV-CABLEVISION LINE
-SP--SPRINKLER SYSTEM
:0: STREET LIGHT
--0-SIGN
F-==I GARAGE OPENING
L _J WINDOW
* SPRINKLER EMERGENCY TELEPHONE NUMBERS
DAY
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
SBC
CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT)
ORANGE COUNTY SANITATION DISTRICT
ADELPHIA CABLE
UNDERGROUND SERVICE ALERT
MCWD
IRWD
(800)-624-8153
(800)-611-1911
611
(949)-644-3011
(714)-962-2411
(714)-338-2060
(800)-422-4133
(949i-574-1000
(949 -453-5456
NIGHT
(800)-624-8153
(800)-611-1911
611
(949)-644-3717
(714)-388-2000
{800)-422-4133
(949)-631-1200
PUBLIC WORJI<§ DEPARTMENT
THE GALLEY CAFE
GREASE TRAP
APPROVED: ________________________ DATE: ______ _
DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106
APPROVED:------~-----~-----------DATE: ______ _
DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 47961
KC & AS-BUILT
KC /1:-, GREASE lllAP
KC Li,. PLAN CHECK #1
DA1£ BY DESCRIPTION APP'D
REVISIONS
SHEET INDEX
IT] TITLE SHEET
IT] SITE PLAN
QJ FLOOR PLAN
G PLUMBING/SCHEMATIC PLAN
APPROVAL RECOMMENDED APPROVAL RECOMMENDED
BUILDING DIRECTOR UTILITIES DIRECTOR
GENERAL NOTES
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 DA TE, EXCEPT
AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS
CONTRACT'S SPECIAL PROVISIONS.
2. ALL EXPOSED SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO
ADJOINING IMPROVEMENTS.
3. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING
IMPROVEMENTS UNLESS NOTED OTHERWISE.
4. PRIOR TO APPLICATION OF PRIMER, ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY
CLEANED. ALL SURFACES SHALL BE FREE OF RUST, DEBRIS, OR OTHER DELETERIOUS MATERIAL.
OTHER UTILITIES SHALL BE ADJUSTIED TO GRADE BY OTHERS. 4 TT BOXES TO BE REPLACED
AND ADJUSTED.
5. CONTRACTOR SHALL NOT DAMAGE ANY EXISTING MEMBER NOT DESIGNA TIED FOR REPLACEMENT.
6. ALL BOLTS AND OTHER CONNECTORS SHALL BE STAINLESS STEEL.
7. CONTRACTOR SHALL CLOSE ACCESS TO THE WORK SITIE AS NEEDED TO PROVIDE SAFETY TO
THE PUBLIC.
8. CONTRACTOR SHALL ENSURE THAT ALL CONNECTIONS ARE TIGHT AND FREE OF GAPS OR LEAKS.
ANY CONNECTION OR SEAM THAT CAN ALLOW THE INTRUSION OF WATER SHALL BE SEALED
WITH A JOB APPROPRIATE SEALANT.
9. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIA TIE
ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT. FAILURE TO DO SO
WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION.
10. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE
DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED
AND PERFORMED AS THOUGH SPECIALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK
NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS
SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
11. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE
PUBLIC RIGHT-OF-WAY.
12. TEMPORARY TRAFFIC SHORING IS TO BE USED ADJACENT TO EXISTING STRUCTURE DURING
CONSTRUCTION.
13. ENGINEER OF RECORD HAS VERIFIED THE STRUCTURAL CAPABILITY OF THE GREASE INTIERCEPTOR
WITH RESPECT TO STRUCTURAL LOADING FROM THE ADJACENT EXISTING ONE STORY STRUCTURE
AND REQUIRES A 90% COMPACTIOIN REPORT, BY A LICENSED GEOTIECHNICAL ENGINEER TO BE
PROVIDED TO THE BUILDING INSPECTOR AFTER BACKFILL AND COMPACTION AND PRIOR TO FINAL
INSPECTION.
CONSTRUCTION NOTES
0 INSTALL NEW GREASE WASTE LINES. REFER TO PLUMBING SCHEMATIC FOR SIZES.
2 MOVE AND REPLACE SANITATION SEWER LINES.
Q) INSTALL NEW SANTARY SEWER CLEAN OUT IN 4TT BOX PER CITY OF NEWPORT BEACH IA
STD-406-l. REFER TO PLUMBING SCHEMA TIC FOR SIZES. =
/'---"-.___,--.._ _ __.,.._ 0 INSTALL NEW 36" X 36" MOP SINK PER MANUFACTUR S SPECIFICATIO .
® INSTALL NEW TRAPZILLA TZ-600 GREASE TRAP SYSTIEM PER MANUFACTURER'S STANDARDS
AND SPECIFICATIONS.
® INSTALL NEW GREASE INTIERCEPTOR VENT. REFER TO PLUMBING SCHEMATIC FOR SIZE.
/7\ INSTALL NEW GREASE LINE CLEAN OUT TO GRADE. REFER TO PLUMBING SCHEMATIC FOR
V SIZES.
/o\ INSTALL NEW SANITATION LINE WALL CLEAN OUT. REFER TO PLUMBING SCHEMATIC FOR
\.:::_J SIZES.
® CONTRACTOR TO RELOCATE AND STORE BIKE RACK DURING CONSTRUCTION. BIKE RACK TO
BE RETURNED TO ORIGINAL LOCATION ONCE CONSTRUCTION IS COMPLETIE.
@ CONTRACTOR TO REMOVE AND STORE NEWSRACK DURING CONSTRUCTION. NEWSRACK TO
BE RETURNED TO ORIGINAL LOCATION ONCE CONSTRUCTION IS COMPLETE. CONTRACTOR
SHALL INFORM PUBLIC WORKS 7 DAYS PRIOR TO REMOVAL/RELOCATION OF NEWSRACK.
® ALL SIDEWALK REPAIR SHALL BE PER CITY OF NEWPORT BEACH STD-181-L
@ PROTECT IN PLACE.
@ EXISTING UTILITIES TO BE ABANDONED.
@ INSTALL NEW FRP TO HEIGHT OF 7FT ABOVE MOP SINK AND EXTEND 2 FT HORIZONTALLY
BEYOND SIDES OF MOP SINK.
l1s\ PROVIDE A COMPACTION REPORT BY A LICENSED GEOTECHNICAL ENGINEER FOR 90%
\c:',,/ COMPACTION.
@ ALL WORK TO COMPLY WITH 2007 CALIFORNIA BUILDING CODES.
17 ALL GREASE WASTIE AN ANITARY S H IMUM OF 2% ::Hit'&
@ INSTALL NEW GREASE LINE WALL CLEAN OUT. REFER TO PLUMBING SCHEMATIC FOR SIZES.
APPROVAL RECOMMENDED
TITLE SHEET
R.C.E. NO. 36106 THE GALLEY CAFE
DA1E 829 HARBOR ISLAND DRIVE
~
DA1£ -------DA1£ _______ DESIGNED DRAWNKCEBALLOS CITY OF NEWPORT BEACH s -5245 -S 1-----=-__;:==""I DA1£
25 JAN 2010
CHECKED PUBLIC WORKS DEPARTMENT SHEET 1 OF 4
'
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CONSTRUCTION NOTES
CD INSTALL NEW GREASE WASTE LINES. REFER TO PLUMBING SCHEMATIC FOR SIZES.
I (2J.JlEMOVE AND REPLACE SANITATION SEWER LINES. _ _
1'@ INSTALL NE; SANTARVY sEvwER· CLEAN ·ou-i IN 4TT Box PER CITY OF NEWPORT BEACH /A
STIJ.-40\2-l. R~FER .. TO f:LUM~ING SCHEMATIC FOR SIZES. =
0 INSTALL NEW 36" X 36" MOP SINK PER MANUFACTU,Rffi'__.-S"'-S~PE....__CIFICA TION .
® INSTALL NEW TRAPZILLA TZ-600 GREASE TRAP SYSTEM PER MANUFACTURER'S STANDARDS
AND SPECIFICATIONS.
® INSTALL NEW GREASE INTERCEPTOR VENT. REFER TO PLUMBING SCHEMATIC FOR SIZE.
/7\ INSTALL NEW GREASE LINE CLEAN OUT TO GRADE. REFER TO PLUMBING SCHEMATIC FOR ~ SIZES.
lo\ INSTALL NEW SANITATION LINE WALL CLEAN OUT. REFER TO PLUMBING SCHEMATIC FOR \V SIZES.
® CONTRACTOR TO RELOCATE AND STORE BIKE RACK DURING CONSTRUCTION. BIKE RACK TO
BE RETURNED TO ORIGINAL LOCATION ONCE CONSTRUCTION IS COMPLETE.
@ CONTRACTOR TO REMOVE AND STORE NEWSRACK DURING CONSTRUCTION. NEWSRACK TO
BE RETURNED TO ORIGINAL LOCATION ONCE CONSTRUCTION IS COMPLETE. CONTRACTOR
SHALL INFORM PUBLIC WORKS 7 DAYS PRIOR TO REMOVAL/RELOCATION OF NEWSRACK.
@ ALL SIDEWALK REPAIR SHALL BE PER CITY OF NEWPORT BEACH STD-181-L
@ PROTECT IN PLACE.
@ EXISTING UTILITIES TO BE ABANDONED.
@ INSTALL NEW FRP TO HEIGHT OF 7FT ABOVE MOP SINK AND EXTEND 2 FT HORIZONTALLY
BEYOND SIDES OF MOP SINK.
11<\ PROVIDE A COMPACTION REPORT BY A LICENSED GEOTECHNICAL ENGINEER FOR 90% ~ COMPACTION.
@ ALL WORK TO COMPLY WITH 2007 CALIFORNIA BUILDING CODES.
(17) ALL GREASEJYASTE AN ANITARY S H AVE A IMUM OF 2% )'' noc'-.,..-..._&.
C .,.....,vvv "'v ........ v v~ @ INSTALL NEW GREASE LINE WALL CLEAN OUT. REFER TO PLUMBING SCHEMATIC FOR SIZES.
'<.____,..,. ,,.. .A.. -~ -A~ -
--------i--------------------------(E)B"SW --1-,~ -
-
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I I rA-PP-R-OV_A_L-RE-CO_M_M-EN-OE-D--~AP-P-RO-~-L-R-EC-0-MM-E-ND_E_D __ rA-PP_R_OV_A_L-RE-CO_M_M_~_DE-0--~-----------------~
SITE PLAN
SITE PL~N : R.C.E. NO. 36106 THE GALLEY CAFE
SCALE: 1/4" -1'-1 a· I BUILDING o1RECTOR uTiuTIEs DIRECTOR DATE 829 HARBOR ISLAND DRIVE
DATE-------DATE _______ ~D-ES_IGN_E_D ~=!-D-RA_WNC..CKC=EB=A=LL=1DS CITY OF NEWPORT BEACH ~ -52.\..f?-5
CHECKED DATI\0 FEB 2010 (PUBLIC WORKS DEPARTMEf-!T),1 SHEET 2 OF 4
BUILDING LINE /
PROPERTY LINE
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(E) SIDEWALK
FLOOR PLAN
SCALE: 1/4" -1'-0"
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APPROVAL RECOMMENDED APPROVAL RECOMMENDED
BUILDING DIRECTOR UTIUTIES DIRECTOR
CONSTRUCTION NOTES
Q) INSTALL NEW GREASE WASTE LINES. REFER TO PLUMBING SCHEMATIC FOR SIZES.
2 ReMOV!:_ AND REPLACE SANI.IA TI_9N SEWER LINES. _
Q) INSTALL NEW SANTAR.Y SEWER CLEAN ·our IN 4TT BOX PER c1'n-OF NEw'PORT BEACH /A
STQ.-409-L. R~FERA TO l;_LUM~ING SCHE~A TIC FOR SIZES. . A =
(I) INSTALL NEW 36" X 36" MOP SINK PER MANUFACTURER'S SPECIFICATIO
® INSTALL NEW TRAPZILLA TZ-600 GREASE TRAP SYSTEM PER MANUFACTURER'S STANDARDS
AND SPECIFICATIONS.
® INSTALL NEW GREASE INTERCEPTOR VENT. REFER TO PLUMBING SCHEMATIC FOR SIZE.
17\ INSTALL NEW GREASE LINE CLEAN OUT TO GRADE. REFER TO PLUMBING SCHEMATIC FOR
\_:._J SIZES.
lo\ INSTALL NEW SANITATION LINE WALL CLEAN OUT. REFER TO PLUMBING SCHEMATIC FOR
\::,,; SIZES.
® CONTRACTOR TO RELOCATE AND STORE BIKE RACK DURING CONSTRUCTION. BIKE RACK TO
BE RETURNED TO ORIGINAL LOCATION ONCE CONSTRUCTION IS COMPLETE.
@ CONTRACTOR TO REMOVE AND STORE NEWSRACK DURING CONSTRUCTION. NEWSRACK TO
BE RETURNED TO ORIGINAL LOCATION ONCE CONSTRUCTION IS COMPLETE. CONTRACTOR
SHALL INFORM PUBLIC WORKS 7 DAYS PRIOR TO REMOVAL/RELOCATION OF NEWSRACK.
® ALL SIDEWALK REPAIR SHALL BE PER CITY OF NEWPORT BEACH STD-181-L
@ PROTECT IN PLACE.
@ EXISTING UTILITIES TO BE ABANDONED.
@ INSTALL NEW FRP TO HEIGHT OF 7FT ABOVE MOP SINK AND EXTEND 2 FT HORIZONTALLY
BEYOND SIDES OF MOP SINK.
l1s\ PROVIDE A COMPACTION REPORT BY A LICENSED GEOTECHNICAL ENGINEER FOR 90%
\:::J COMPACTION.
@ ALL WORK TO COMPLY WITH 2007 CALIFORNIA BUILDING CODES.
(1z) ALL GREASE WASTE AN ANITARY S HALLHAVE A IMUM OF 2% ;:• ---'-._,,,-...__f1
,,.;;:::::_• V"-V V Y v V V V V V ~ ® INSTALL NEW GREASE LINE WALL CLEAN OUT. REFER TO PLUMBING SCHEMATIC FOR SIZES. ,-A A A A A A A A "\. ./',. ./'... .,/
-..___...., ' -,--...____.,, ---......__..... --------------
APPROVAL RECOMMENDED
FLOOR PLAN
R.C.E. NO. 36106 THE GALLEY CAFE
DATE 829 HARBOR ISLAND DRIVE
DATE ________ DATE ________ DESIGNED DRAWN
KCEBALLOS CITY OF NEWPORT BEACH .S -62-l/S--.S
(PUBLIC WORKS DEPARTMENTJA SHEET 3 OF 4 CHECKED DATE
10 FEB 2010
BUILDING LINE /
PROPERTY LINE
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---(E) SIDEWALK
PLUMBING PLAN
NOT TO SCALE
--~ I
4" GW I
CLEAN OUT
'rn ra•~ FS
y -
4" GW (N) I
I -. 4" WALL CLEAN OUT (N)
-V -... I
4" r:w CLE•" OUT
TO GRADE IN 4 TT BOX (N)
4" r:w (N)
4'" GW (N)
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FS
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r------,,._,_4" SW (N) GW (N)
4" r.w r.LEAN OUT
TO GRADE IN 4 TT BOX (N)
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/4.___ 6" SW (E) /
SCHEMATle_:~·
NOT TO SCALE
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M/S (N) GW
4" GREASE INTERCEPTOR VENT (N)
4" GW CLEAN OUT TO GRADE IN 4TT BOX ~ 4" SW CLEAN OUT TO GRADE IN 4TT BOX (N)
4" SW (N)
SW CLEAN OUT TO GRADE IN 4TT BOX (N) .
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(N)
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QUANTITY
1
1
3
1
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QUANTITY
1
2
1
CURB FACE \ _
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GREASE WASTE
DESCRIPTION
POT SINK
PRE-RINSE
FLOOR SINKS (FS)
MOP SINK (M/S)
TOTAL
SANITARY WASTE
DESCRIPTION
DISHWASHER (D /W)
TOILET
LAV
TOTAL
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D/W TO SANITARY WASTE
-
FS
V
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FIXTURE UNITS
3
2
6
3
14
FIXTURE UNITS
2
8
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Trapzilla~ Grease Trap System
17·600 Specifications
FEATURES;
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TECHNICAL DATA
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~...-plumbing [nsl<llr<ltroq
Eacl, T'3el-1l:a un•l,:; oh1;,;>eo "1th a VMIOd nowCo.-,trol o»dule. Thto nced•10 b> 11sia<ed ~ lh8 '"" "''"I ol lhO Trap,.,b ~M o,nr.octed io a CD'.le.:,;,p..,.,..,..J a,, '"'"~e. ThoJm:>CO. I"" "'°'''"l«nds 1.»101:0:ion of3 • (T5 mm) T"'c,.,'/ay Clem,,,,,. o~ t,,to tho (riot a-.:l QLJ'[,et of
rra;,z, kl• Mod"I TZ-1G.laM~-(100 ,rm) Twc,.'11\lyClconoLlson both,~., laEe1 ~na C~~ol of
Tr.a;,zo la' Models TZ-400 •CJ<I TZ-G!XI ,n accor1:ai=>"'lh ~, ap,;c,1,!o ra,,.,. 1o,;ul~oon< ar<l
r:oce, A Vem c,o ,..,.0'11~1 ~l:,ir~ ,; ai.oto be ,e.sta~~ fl •cco..iance .,,,n au "l'Pl,:,~e
la·=. rngula1oio ar<l GO<loo.
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-· ---________ ------~~~~·.ccc.·c· -~--_____ ••• J
NOlQ: orawlng for ~te~nce cnly. Equipment mu$t be Installed ln comp II-
.
ance with all appllcabte law_, re.g1.1latio.n,a and codes, lncludln. g plumbi_"' cod1>s. ln~talLltion ,;hould b11 parformeQ by a qualmed plumb or.
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2 GREASE TRAP SPECIFICATIONS
12
NOT TO SCALE
PROPERTY LINE
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J\. Tr;i;..B3 uM m3y ""' l;,o ,nSI~-,•~ in 1,'><I ;rcund o_,...:,de ~ 1,0 l•~<tl'-For 01$1:loi:es "'~"""'
1h<> fsc,1,ry dr;,m9• p,p,ng ,s d~ep ,n tbe aroc't:l .. ,,.._ ~CA Ei'.e,sz,n Colar A<.<e1\l:lty may be
.oslall~~ l3 ~•ll" I"" T!api,03 ,olel w lh !he d,~,oa~e t•~•'g. Th,o ECA way be lnmm,,d ,o the
1,.,1~ IQf,t. Trero""" lc,rn ~• ,ni• .,,,..,men\,on each EC>i!o o>O m tr,m,·,n~. lh:,m.,co,le><:. ,,~ ,..,o,mm~rxts eTt>e:!d•"'.J tho ,n~ro1.JOd Tr,pz-11, '""' conco6!~ t~ pco.id~ ,c:d,t,«"11 stcuo-
l,;•ol>1re~gll> a,o lo<il "'t ~u<>V•""I' e~e::t.,. r~, Buc,yanqC.,<;o!aCcn, & •u~sc:,i,od ='"'~"' loll ~uatm:.-01 l.'loa:;esee1~kilowic;i oa;e. use pall c1rc,;t,,, ECA.-160 re<1"><l Mc-;!ol Tl.-1~0 ~•d ECA--100•500 loo-Mcx!e's TZ-<10011 TZ-COO.
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• 1f1M ECAU1e0>>0n CollJ< '"""""'"d. Tho-ma::o.lro.:.. p·<Wldo,; "'"""vslo alLad'itM C<><ar to !he Tiapz·lla cr,,t n,.., ,;a...,.. "'-'•l be bca1etl hooror.Lalt lhrwa't Lile •r"o-of \hi, Colar and Tr.a~!I• U<'S. If tOo Co"'ar e not tr,om~, The'tr.a:;o. Ice. ~rovlOoo l>o'to lo m,""1 !ho EC/I lo th~
foap~1'la unt Jt,e 00~• rnu<I be p"1C<l<I """""'1thmul)h 1'>o Co!ac~-..:j Tror..a!I., w,u1.
~.,;,)0, ...... ;.;, ~< ..... ~-• ~ ... T, ........ ,,,.., .. , • Oo,<,.-, ,.,,,, , .. ,-.: , ...... ,.., OW 0,,.
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APPROVAL RECOMMENDED APPROVAL RECOMMENDED
BUILDING DIRECTOR UTIUTIES DIRECTOR
(
CONSTRUCTION NOTES
CD INSTALL NEW GREASE WASTE LINES. REFER TO PLUMBING SCHEMATIC FOR SIZES.
-9?-RFMOVE ~ND ~EP:AC.: S~ITA_TIO~ SE~ER IJNES. . -. . • -. . .
Q) INSTALL NEW SANTARY SEWER CLEAN OUT IN 4TT BOX PER CITY OF NEWPORT BEACH /A
STD-406-L. R~FER,_ TO PLUMBING_ S~HE~ATICAFOR SIZES. . = 0 INSTALL NEW 36" X 36" MOP SINK PER MANUFACTUR S SPECIFICATION .
Q) INSTALL NEW TRAPZILLA TZ-600 GREASE TRAP SYSTEM PER MANUFACTURER'S STANDARDS
AND SPECIFICATIONS.
® INSTALL NEW GREASE INTERCEPTOR VENT. REFER TO PLUMBING SCHEMATIC FOR SIZE.
r-i\ INSTALL NEW GREASE LINE CLEAN OUT TO GRADE. REFER TO PLUMBING SCHEMATIC FOR \.!..) SIZES.
/o\ INSTALL NEW SANITATION LINE WALL CLEAN OUT. REFER TO PLUMBING SCHEMATIC FOR \V SIZES.
® CONTRACTOR TO RELOCATE AND STORE BIKE RACK DURING CONSTRUCTION. BIKE RACK TO
BE RETURNED TO ORIGINAL LOCATION ONCE CONSTRUCTION IS COMPLETE.
@ CONTRACTOR TO REMOVE AND STORE NEWSRACK DURING CONSTRUCTION. NEWSRACK TO
BE RETURNED TO ORIGINAL LOCA TlON ONCE CONSTRUCTION IS COMPLETE. CONTRACTOR
SHALL INFORM PUBLIC WORKS 7 DAYS PRIOR TO REMOVAL/RELOCATION OF NEWSRACK.
@ ALL SIDEWALK REPAIR SHALL BE PER CITY OF NEWPORT BEACH STD-181-L
@ PROTECT IN PLACE.
@ EXISTING UTILITIES TO BE ABANDONED.
@ INSTALL NEW FRP TO HEIGHT OF 7FT ABOVE MOP SINK AND EXTEND 2 FT HORIZONTALLY
BEYOND SIDES OF MOP SINK.
/1s\ PROVIDE A COMPACTION REPORT BY A LICENSED GEOTECHNICAL ENGINEER FOR 90% ~ COMPACTION.
@ ALL WORK TO COMPLY WITH 2007 CALIFORNIA BUILDING CODES.
{17) ALL GREASE _WASTE AN ANITARY S H AVE AJ,JJNIMUM OF 2% r, Anr '-,,,.....___Lh ~ vv V V V V V .,. V V V V ~ @ INSTALL NEW GREASE LINE WALL CLEAN OUT. REFER TO PLUMBING SCHEMATIC FOR SIZES. '---...___,-"AA A A A~ -
(J JOHN JV s PLUMBING
DATE p./i I :).Q\D
PLUMBING/SCHEMATIC PLAN
THE GALLEY CAFE
829 HARBOR ISLAND DRIVE
DATE ________ DATE _________ 1 DESIGNED DRAWN
f----~+--..:;Kc::;CE=:Bc.cA=LL=O=iS CITY OF NEWPORT BEACH S -'52-lJ5-S
(PUBLIC WORKS VDEPARTMENT),I\ SHEET 4 OF 4 CHECKED DATE
10 FEB 2010