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CITY OF
COSTA t, MESA
11CTORIA
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191H
® INDICATES AREA
SHOWN ON
LOCATION MAP
ST.
GENERAL NOTES
VICINITY MAP
BAKER
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1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS
OTHERWISE STATED IN THE CITY'S STANDARD SPECW. PROVISIONS, OR IN THIS CONTRACT'S
SPECW. PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFlCATIONS
FOR PUBLIC WORKS CONSTRUCTION,' 1997 EDITION AND SUPPLEMENTS TO DATE.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR
SHALL BE RESPONSl8LE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIEI.O,
PRIOR TO BEGINNING OF CONSTRUCTION.
3. STATIONING REFERS TO CENTERLINE OF STREET.
4. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIEl.D
PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES.
5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH
TO ALL ADJOINING CURBS AND WALKS.
6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRI\IEWAY5.
7. SEWER, WATER AND STORM DRAIN LINE OlSTANCES SHOWN IN PROFILE AND IN ESTIMATED
QUANTITIES ARE HORIZONTAL DISTANCES.
8. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS
IN AfNANCE OF PERFORMING ANY WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARTMENT
INSPECTOR SHALL Al.SO BE NOTIFlffi AFTER PtACEMENT OF FORMS AND PRIOR TO PlACEMENT
OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKffi FOR LINE AND
GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION.
9. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE
EFFECTIVELY GUARDffi BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQU1\IAl.£NT
MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL Al.SO BE
GUARDm WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE
EXPECTED.
10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS
DESCRIBED IN No. 9 N30Vf..
11. ALL SEWER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106-L
12. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE.
13. ALL CONCRETE SHALL BE 540-C-3250.
14. THE FIRE DEPARTMENT SHALL BE NOTIFlffi 48 HOURS IN MNANCE OF ALL LANE CLOSURES.
15. VCP SEWER PJPE MAY BE USED IN LIEU OF PVC BY SPECW. PERMISSION PIPE SHALL BE
MANUFACTURffi PER ASTM D-3034 SOR OR ASTM F-789. ALL FTrnNGS SHALL BE
PREFABRICATED FULL-BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED
ROCK FROM 6" BELOW THE PIPE TO 12" flB<M. THE TOP OF PIPE AND SHALL BE
CONSOLIDATED BY JETTING JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL
16. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINm BY THE CITY OF NEWPORT BEACH
SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRIWNG. ALL VIDEO
INSPECTION SHALL BE PERFORMffi BY THE CITY UTILITIES DMSION. THE DEVELOPER SHALL PAY
THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE
FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE SHALL BE
REPAIRffi/REPlACffi AND REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO
ACCEPTANCE.
17. SIX SETS OF SHOP DRAWINGS FOR ALL MATERW.S SHALL BE SUBMITTED TO TH CITY PRIOR TO
CONSTRUCTION . NO WORK SHALL BEGIN UNTIL APPRO'IED SHOP DRAWINGS ARE OBTAINffi.
PFWATE ENGKER'G NOTE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS
PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON
PLAN AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES
OR STRUCTURES. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND
SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK .
I e ~
N. T.S.
U.CJ. PUBLIC WORKS
FASHION
SIDE BUILD
DEPARTMENT
ISLAND
EAST OUT -RETAIL
SANITARY SEWER, DOMESTIC WATER,
AND UNDERGROUND FIRE
IMPROVEMENTS
NOTES FOR UNDERGROUND PIPING
FOR PRIVATE HYDRANTS AND SPRINKLERS
1. PRIOR TO INSTAl.lATION, ALL REQUIRED PERMns SHALL BE OBTAINED FROM THE BUILDING
DEPARTMENT.
2. INSPECTIONS AAE REQUIRED: 1) PRIOR TO POURING THRUST BLOCKS. 2) FOR HYDROSTATIC
TESTING, AND 3) FOR FLUSH. SCHEDULE All. INSPECTIONS 24 HOURS IN IOIINCf.. CALL CITY
OF NEWPORT BEACH AUTOMATED LINE AT 949-644-3255 OR GO ONLINE AT
HTTP:/ /.m,.CIIY.NEWPORT-BEACH.CA.US>.
3. INSTALLATION, INSPECTION, AND TESTING SHALL CONFORM TO THE 2010 EDITION NfPA 13, 2010
EDITION NFPA 22 AND THE CA1..1FORN1A. FIRE CODE 2010 EDITION.
4. DOUBLE CHECK BACK FLOW PREVENTION VALVE ASSEMfl..Y REQUIRED. CONT/CT THE NEWPORT
BEACH PUBLIC WORKS DEPARTMENT AT (949) 644-3311.
5. FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF 6 1NCHES IN DIAMETER. THE LOWEST
OPERATING NUT SHALL BE A MINIMUM OF 18" liJCNf. GRADE AND THE HYDRANT FlANGE SHALL
BE A MINIMUM OF 2" AB<N£. GRADE.
6. FIRE HYDIW'1'S SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES. A KEYm GATE VAi.VE
SHALL BE PROVIDm FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION. VALVES SHALL NOT BE
LOCATED IN PMKING STAI.LS.
7. ALL PIPING SHALL BE APPRO\IED FOR USE IN FIRE SERVICE S'tSTEMS (CIASS 150 MINIMUM).
CIASS 200 PIPE SHALL BE USED WHERE THE PRESSURE MAY EXCEED 150 PSI.
8. All. FERROUS PIPE AND FITTINGS SHALL BE PROl'ECTED WITH A LOOSE 8-MIL POLYETHYLENE
TUBE. THE ENDS OF THE TUBE AND SPLICES MAl:lE FOR "r"S OF OTHER PIPING COMPONENTS
SHALL BE SEALm WITH 2" TAPE, APPROVED FOR UNDERGROUND USE. GALVANIZING DOES NOT
MEET THE REQUIREMENTS OF THIS SECTION. ALL BOLTED JOINTS SHALL BE CLEANED AND
THOROUGHLY COATED WITH ASPHAI..T OR OTHER CORROSION RETARDING MATERIAi. AFTER
ASSEMBLY ANO PRIOR TO POLY-TUBE INSTAl.lATION.
9. A 12" BED OF CLEAN FILL SAND SHALL BE PROVIOED BELOW AND liJCNf. THE PIPE (TOTAL 24j.
10. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL
11. A MINIMUM OF 30" OF COVER, FROM FINISH GRADE TO THE TOP OF THE PIPE, SHALL BE
PROVIDED. WHEN SURFACE UWlS ARE EXPECTED, A MINIMUM OF 36" COVER SHALL BE
PROVIOED.
12. THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHALL BE PROVIDED
WHERE't'ER PIPE CHANGES DIRECTION.
13. THE TRENCH SHALL BE EXCAVATED FOR THRUST BI.OCKS AND INSPECTED PRIOR TO POUR. ALL
CORROSION PROl'ECTION SHALL BE IN Pl.ACE.
14. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUII STATIC PRESSURE,
WHICHEVER IS GREATER) SHALL BE WITNESSED BY AN NBfD INSPECTOR. THE TRENCH SHALL BE
BACK-FILLED BEIWEEN THE JOINTS TO PREVENT IIOVEIIENT OF PIPE.
15. THE SYSTEM SHALL BE THOROUGHI.Y FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD
PIPING. FLOW SHALL BE THROUGH A MINIMUM OF A 4• HOSE OR PIPE UNLESS OTHERWISE
APPROVED BY THE NBFD INSPECTOR. NBFD INSPECTOR SHALL WITNESS THE FLUSH.
16. PRNATE H'l'DIWIIS, SPRINKLER CONTROL VAl.','ES, POST INDICATING VALVES AND FIRE
DEPARl'MENT CONNECTIONS SHALL BE PAIIIIBl OSK' RED.
17. All. CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VAi.YES SHALL BE MONITORED
IF THEY SERVE 100 OR MORE SPRINKLER HEADS.
18. CONTRACTOR SHALL PROVIDE TO FlRE DEPARTMENT A COMPLETED "CONlRACTOR'S MATERIAi. AND
TEST CERTIFICATE FOR Ut«lERGROUND PIPING / ABOVEGROUND PIPING" AT TIME OF FINAL
INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NfPA 13, 2002 EDlllON.
19. PROVIDE SIGN ON FDC IN ACCORDANCE WITH NEWPORT BEACH FIRE DEPARTMENT STANDARD #F-1
(ATTACHED) SHOW SIGN ON PLAN.
20. POST INDICATOR VALVES SHALL BE SET SO THAT THE TOP OF POST WILL BE 36 INCHES M»/£.
FINAL GRADE.
21. THE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS THAN 18 INCHES AND NOT
MORE THAN 4 FEEr AB<N£. THE LEVEl.. OF THE ADJACENT GRADE OR ACCESS LEVEJ..
22. ON SITE HYDRANTS SHALL BE PROVIOED WITH BLUE DOT REfl.ECIM: MARKERS.
23. BACKFI.L SHALL BE WELL TAMPERED IN LAYERS AND WETTED UNDER AND AROUND PIPES TO
PREVENT SETTLEMENT OR LATERAi. MOVEMENT. BACKf1l1 SHALL CONSIST OF Cl.fAN FILL SAND
TO A MINIMUM 12 INCHES BELOW AND TO MINIMUM OF 12 INCHES AB(Nf. THE PIPE.
24. ONLY DUCTILE IRON PIPE SHALL BE USED UNDER BUILDINGS. PIPE UNDER BUii.DiNGS SHAil.
TERMINATE A MAXIMUM Of' 18 INCHES FROM THE EXT£RIOR WAIL AND SIX INCHES IBCNE
F1NISMEll FLOOR. A MINIIIUM OF 2 INCHES Ct.EARANCE (INIERSTITIAL SPICE) SHALL BE
PROVIDED WHERE THE PIPE PASSES THROUGH THE FLOOR WAI.I..
FIRE/SPRINKLER SYSTEM NOTES
1. PRIOR TO INSTAl.lATION, REQUIRED PERlfflS SHALL BE SECURED FROM
THE CITY 8UILlllNG DEPAlmtENT.
2. INSTAl.lATION, INSPECTION ANO TESTING SHALL CONFORM WITH THE 2010 EDlllON
~-J.~i.. 2010 EDITION NfPA 22 AND THE CALIF~ FIRE CODE 2010 EDITION.
IN\;LUIJINl,i ANY AMENDMENTS BY THE CITY OF NEWPORT BEACH FIRE DEPT.
WHERE THE WATER AUTHORllY REQUIRES BACKFLOW PROTECTION THE FOLLOWING
METHODS OR ASSEMBLIES ARE ICCEPTABLE:
A. AN AB<N£. GROUND ASSEMBLY APPROVED BY THE WATER AUTHORITY,
PAINTED WHITE, AND WITH THE VAi.YES LOCKffi IN THE OPEN
POSlllON, VALVES CONTROLLING MORE THAN 100 SPRINKLER H£ADS SHALL
BE MONITORED TO AN APPROVED LOCATION.
3• mc>A ~~~~ (~ ~oloo'{l?WF~tE
FIRE DEPARTMENT ACCESS ROAD. THE f'DC SHALL BE PROPERLY SUPPORTED
AND SHALL BE PROltCIED tROl,I MECHANICAL INJURY. THE SIZE OF PIPING
AND THE NUM8ER OF INLETS SHALL BE APPROVED BY THE FIRE DEPT.
FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED WHITE.
4. PER NEWPORT BEACH FIRE DEPARTMENT STANDARD NO. F-1, REQUIREMENTS
FOR IDENTIFlCATION SIGNS AT FIRE DEPARTMENT CONNECTIONS, ARE AS FOLLOWS:
A. SIGNS SHALL BE CONSIRUCTED OF A OURABLE MA~ PREFERABLY METAL
B. SIGNS SHALL BE A MINIMUM OF FOUR INCHES HIGH BY EIGHT INCHES WIDE.
C. LETTERING ON THE SIGN SHALL BE AT L£AST ONE INCH IN HEIGHT ON A
CL.£ARlY CONTRASl1NG BACKGROUND.
D. SIGNS AAE TO BE PERIIANENTLY MOUNTED ON THE BUILDING ADJACENT TO THE
F .O.C. OR ON THE F.D.C. AND MUSI' BE VISIBLE FROM THE ADJACENT ROADWAY.
E. All. SIGNS IIUST STATE THE ADDRESS OF THE BUILDING BEING SERVED ANO
IDENTIFY THE lYPE OF SYSTEM SER\IING THE BUILDING. SEE FIRE DEPT.
STD. NO. F-1 FOR SIGH DETAILS.
5. E.VERY SPRINKLER SYSTEM SHALL HAVE A SEPARATE CONNECTION FROM THE
PRIVATE FIRE MAIN.
6. PRIVATE FIRE HYDRANTS ~ BE AN APPROVED WET BARREL SlYlE WITH
A MINIMUM OF ONE 2-1 n~ ANO ONE 4" OUTLET. ALL OUTl.ETS SHALL 8E
~~ ifflHO:-~,:-~~~~k~ ~
DEPARTMENT ACCESS ROADS. THE l.OWEST" <lPERATING NUT SHALL BE
LOCATED A M~Uli OF 18" AB(Nf. GRADE AND HYDRANT Fl.ANGE(S) A
MINIMUM OF 2 AB<N£. GRADE. FIRE HYDRANTS SHALL BE LOCAT£D A
MINIMUM 40' FROM ALL STRUCTURES. A KEYED GATE VAi.VE SHALL BE
PR0\1ll£D FOR EACH HYDIWO' IN AN ACCESSIBLE LOCATION (VALVES SHALL
NOT BE LOCATED IN PARKING STIUS).
FIRE DEPARTMENT NOTES
1. A 12" BED OF CLEAN FlL SAND SHALL BE PROVIDED BELOW ANO N!J:Nf. THE
PIPE (TOTAi. 24j
2. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL
3. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECIED PRIOR TO
POUR. ALL CORROSION PROTECTION SHALL BE IN Pl.ACE.
4. ALL CONlROL VALVES SHAil. BE LOCKED IN THE OPEN POSlllON. VALVES SHALL
BE MONITORED IF THEY SEIM: 100 OR MORE SPRINKLER HEADS.
5.CONTRACTOR SHALL PROVIDE TO FIRE DEPARTMENT A COMPLETED "CONTRACTOR'S
MATERIAi. AND TEST CERTIFICATE FOR UNDERGROUND PIPING" AT TIME OF FINAL
INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 13, 1999 EDITION.
SEWER NOTE
1.ATERAI.S THAT ARE <2X SHALL BE STAKED AND CERTIFIED BY A SURVEYOR.
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON
INFORW.TION SUBMITTED, IN PART, BY OTHERS. WHll£ THIS
INFORW.TION IS BELIEVED TO BE RaWIL£, THE ENGINEER IS NOT
RESPONS18LE FOR l1S ACCURACY, NOR FOR ERROR OR OMISSIONS
WHICH W.Y HAVE BEEN INCORPORATED IN THIS DOCUMENT.
7 ALL PIPE SHAil. BE APPROVED FOR USE IN "FIRE SERVICE S'ISTEMS",
• CIASS 200 MINIMUM. ALL FERROUS METAL PIPE SHALL BE LINffi.
M.~'nt.AN,tl"Jtr ~ i~~ er~~~J,IIL
TAPE APPROVED FOR UNDERGROUND USE. ALL BOLTED JOINT ACCESSORIES
SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER
CORROSION RErAROING MATERIAL AFTER ASSEMBLY AND PRIOR TO POLY-TUBE
INSTAl.lATION.
8 A MINIMUM OF 36" OF COVER FROM FINISHm GRADE TO TOP OF PIPE SHALL • BE PROVIDED AB<N£. PIPE.
9 THRUST BI.OCKS OR OTHER APPROVED METHOD OF THRUST RESTRAINT SHALL • BE PROVIDED WHEREVER PIPE CHANGES DIRECTION.
SEE CITY OF N.B. STD-510-L-A FOR DETAILS.
10. CONTRACTOR SHALL PROVIDE TO FIRE DEPAR!MENT COMPLETE "CONTRACTOR's"
MATERIAi. AND TEST CERTIFICATE FOR UNDERGROUND PIPING" AT THE TIME OF
FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NfPA 13, 1999
EDITION
11. ALL FIRE RELATED COMPONENlS, FDC, PIV, BACKFLOW DEVICES SHALL BE
PAINTED OSHA SAfEIY RED
Elf! P INSPECTION NQJE$ ANO REOU!REMENJS
1 A FINAi. INSPECTION IS REQUIRED. SCHEDULE ALL INSPECTIONS ANO TESTS
• FORTY-EIGHT (48) HOURS IN NNANCE BY PHONING (949) 644-3255
2. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED
PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. CARE
SHALL BE TAKEN WHEN FORMING AND POURING THRUST BLOCKS THAT
FITTINGS AND JOINTS ARE NOT BURIED IN CONCRETE.
3. A HYDROSTATIC TEST 0W0 HUNDRED PSI PRESSURE FOR TWO HOURS OR FlflY
PSI OVER THE MINIMUM STATIC PRESSURE WHEN IT IS OVER ONE HUNDRED AND
FlflY PSI) SHALL BE WITNESSm BY AN INSPECTOR BEFORE BACKFILL AND SOIL
COMPACTfoN. THE TRENCH SHALL BE IIACKFII.LED BElWEEN JOINTS BEFORE
TESTING TO PREVENT MOVEMENT OF PIPE.
4 THE SYSTEM SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE
• TO EXISTING SYSTEM STUB OUTS. FLOW RATE SHALL BE A MINIMUM OF 10
FT /SEC THROUGH NOT LESS THAN 4 INCH PIPE OR HOSE. APPROVED EQUIPMENT
SIWi BE PROVIDm BY THE CONTRACTOR TO ENSURE SAFEIY. THE FLUSH
SHALL BE WITNESSffi BY AN INSPECTOR.
5 ALL CONTROL VALVES SHALL BE PROVIDED WITH PERMANENT SIGNS THAT
• Cl.EARLY INDICATE THE BUILDING, SYSTEM AND FUNCTION THE VALVE SERVES.
6 ALL FIRE SPRINKLER SYSTEM CONTROL VALVES (INCLUDING DETECTOR CHECK
' ASSEMBLY VAi.YES), SHALL BE SUPERVISED BY A CENTRAL Al.ARM SYSTEM
APPROVED BY TH( CITY OF NEWPORT BEACH FIRE DEPT.
6. THE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS THAN 18
INCHES AND NOT MORE THAN 4 FEET N30Vf. THE LEVEl.. OF THE ADJACENT
GRADE OR ACCESS LEVEL
7. ON SITE HYDRANTS SHALL B£ PROVIDED WITH BLUE DOT REFLECTM: MARKER$.
8. BACKFILL SHALL BE WELL TAMPERED IN I.AYERS AND WETTED UNDER AND
AROUND PIPES TO PRE\'ENT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL
SHALL CONSIST OF CLEAN FILL SAND TO A MINIMUM 12 INCHES BELOW AND TO
A MINIMUM OF 12 INCHES ABfM. THE PIPE.
9. ONLY DUCTILE IRON PIPE SHAI.L BE USED UNDER BUILDINGS. PIPE UNDER
BIJll.D1NGS SHALL TERMINATE A MAXIMUM OF 18 INCHES FROM THE EXTERIOR
WALL AND SIX INCHES ABfM. FINISHED FLOOR. A MINIMUM OF 2 INCHES
CLEARANCE(INTERSTITIAI. SPi'CE) SHALL BE PROVIDED WHERE THE PIPE PASSES
THROUGH THE FLOOR WAI.L
• 0
't:!
□
POWER POLE
MNlHOLE
FlRE HYDRANT
LOCATION MAP
SYMBOL LEGEND
+ TREE
C O SHRUBBERY
.m. .,,,,, .,,,,, ....._ ASPHALT PAVEMENT
BRICKWALK
CONCRETE
i
N.T.S.
--.Ji.-· -CENTERLINE
----s----SEWER LINE
-----\/------WATER LINE
___ G_ _ _ GAS LINE
-E--POWER LINE
METER BOX ;:;:;:;:;:;:;';!; = POLE ANCHOR f,.:_:::.·.' _.·,._.:1
MONUMENT ~l'.V/a,.d
BUILDING -TEL-TELEPHONE LINE
-x-x-x-FENCE
BLOCKWAU.
EXISllNG CONSTRUCTION -TV-CABLEVISION LINE
PROPERTY LINE -SP--SPRINKLER SYSTEM
NEW CONSTRUCTION :0: STREET LIGHT
SHEET
TITLE SHEET
SHEET INDEX
INOEX MAP, CONSTRUCTION NOTES AND QUANTITIES
DOMESTIC WATER Pl.AN
SANITARY SEWER Pl.AN
DETAILS
SHORING DETAILS
llQ.
1
2
3
4
5
6
EMERGENCY TELEPHONE NUMBERS
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
SBC / AT&T
CITY OF NEWPORT BEACH (SEWER & WATER)
TIME WARNER
NUMBERS
(800) 427-2000
(800) 611-1911
(800) 750-2355
(949) 644-3011
(888) 892-2253
BENCHMARK: BASIS OF BEARINGS
O.C.B.M.: JK-55-99
(NAVO 88 / 1995
M)JUSJMENT)
ELEVATION = 145.204'
THE BEARINGS SHOWN HEREON ARE BASffi ON THE
GRID BEARING "N 31 '32'29" w• BETWEEN O.C.S.
HORIZONTAL CONTROL STATIONS "GPS NO. 6268"
AND "GPS NO. 6279" PER RECORDS ON FILE IN THE
OFFICE OF THE ORANGE COUNTY SURVEYOR.
SITE AREA= 1.2 ACRES ./
NOTE:
IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED
BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTER, STREET
PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS SHALL BE REQUIRffi BY THE CITY AT
THE TIME OF PRIVATE CONSTRUCTION COMPLETION. SAID DETERMINATION AND THE
EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC
WORKS INSPECTOR.
ALL CITY TREES SHALL BE PROTECTED IN Pl.ACE. SHOULD ANY TRENCHING BE REQUIRED
WITHIN SIX (6) FEEi' OF AN EXISTING CITY TREE, PLEASE CONTACT JOHN CONWAY, CITY
URBAN FORESTER AT (949)644-3083.
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIGALERT IDENTIFlCATION
NUMBER BE ISSUED BEFORE A -PERMIT TO
EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT
TOLL FREE 1-800-422-4131 TWO WORKING
llf.YS BEFORE YOU DIG.
DIAL TOLL FREE
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU rw
IJNDERGROIIND S£IMCE ALERT OF SOUfHERN CALIF'ORNli\
Ge ADDRESS 121-141 NEWPORT CENTER DRIVE, NEWPORT BEACH, CA 926£0
[ PERMIT NO. X2012-1429
M
..-4
0 N
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5
~ ~~
0
~WE~~1m;iL~ FASHION ISLAND ESBO -RETAIL ~
/ THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND STANIEC CONSULTING INC • I C er::
ft----t----+-------------------+----+---1 ACCURJCf. 19TECHNOlOGYDRIVE • RVINE OMPANY SANITARY SEWER, WATER AND UNDERGROUND FIRE ~
_ APPROVED IRVINE, CA 92618 g· 1864 '-'
's 1/22/201 RECORD DRAWING ---==c:-c=-=c=-===------~t mce 0::
PUBUC WORKS ENGINEER MTE ~ • 949.923.6000 ) mm CITY OF NEWPORT BEACH PLAN CHECK NO. 1113-2012 0
'-' 1 0/12/201 REVISED SHEET 2 AND 4. It • •11 I.
l~M~O~ ...... ~D,~M~ff;;.. _______ ...;R.~rn..;.;.;~~~~w.~~;.... _________ ~A~A~~~-.i.:;;o,~M~ff...1,_~_PROVE __ 0::::::UT1UT11:ES~lENG1NEER~~~::::::::::~_....;()\~~;....._ ______ .a...;M~rr~c~HE~~~™~1E~~~E~N--R~.c •. E •.• s6~9-~~(E~xP.-~~~/3~0~;,~s~>-....1. _______________ _... ___ Pu_s_L_1c_w_o_R_K_s_o_e_P_A_~_M_E_N_r __ .L...~S~H~E~E~T...;;;;;;1;;...0.;;..;.F.;;;;;6;;.;;;~~
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1NET½
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34".' L_1!-~~-i
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---,___,.,,,. =--= -=-------
--
NO.
,--
10 -11 -12 1--p -
DEMOLITION NOTES AND QUANTITIES
DESCRIPTION
DEMOLITION NOTES
UT, REIIOYE AND DISPOSE Of EXIS1ING A.C. OR PCC PA'fn!ENT.
AND DISPOSE Of P'.'C PIPE AND ALL APPUR'IENAHCES.
AND DISPOSE OF EXIS1ING DOC, FOC, PIV OR FH.
I u; I IN Pl.ACE.
' ' ' •" ' ' ' ' ' ' ' ' ' ' ~
I
/:
I
I
I
QUANTITY UNIT
455 LF.
162 LF.
1 EA.
-
CONSTRUCTION NOTES AND QUANTITIES
NO. DESCRIPTION
,,.... SANITARY SEWER CONSTRUCTION NOTES
( 301-INSTALL ff P'.'C SDR-35 PIPE W/ BEDDING PER C.N.B. STD-106-L
>-< 1311-CONSTRUCT STAHOARD SEWER w.NHOl.E PER C.N.B. STD-401-L
>-< I 32 ,-CONSTRUCT SEtER Cl..£.ANOUT PER APPl.lCABI.E PORTION Of C.N.B. STD-406-L & DETAIL G/5.
>-< ( 33 ,-. BACKFILL 1RENCH AND REPAIR PAVEMENT PER C.N.B. STD-105-L -A AND 105-L -B.
>-< 134 ,-. INSTALL 4• P'.'C SDR-35 PIPE WITH BEDDING PER C.N.B. STD-106-L >-< (351-INSTALL 1500 GN... GR£ASE INlERCEPTOR #JP1500ECE-G PER JENSEN PRECAST SPECS. & DETAIL C/5.
>< ( 36 ,-. INSTALL JENSEN SfiMPI.£ SOI( PER DETAIL B/5.
>-< ( 371-INSTALL 4• P'.'C SDR-35 VENT PIPE Willi BEDDING PER C.N.B. STD-106-L
>-< ( 381-INSTALL 22.5' SDR-35 BEND.
>-< ( 39 ,-. CUT-IN ff FIAT WYE W/ IIISSION REPAIR COUPLINGS.
>-< 140 J-INSTALL 45' SDR-35 BENO.
>-< ~J-CUT-IN ff WYE W / MISSION REPAIR COUPLINGS.
DOMESTIC WATER & FIRE CONSTRUCTION NOTES
QUANTITY
247
1
10
86
46
1
1
35
1
1
1
1
UNIT
LF.
EA.
EA.
LF.
LF.
EA.
EA.
LF.
EA.
L.F.
EA.
LF.
fii. b-~ ff_ {' """ ,., .. ,,, l'.MJI Pl B. c::m in~ ' ~ I <
Ltl t-NONE ..... --.... _ _ _ _ _ _ -.... _ _ _ :__ ---J
~~ ~ ,,_ -~-----~~~
&x • ~ -----------------~
l;!!l-WALL T 9(1 m. BEND~ 1:1LOCK m c.a STD"5'fo-L-T -----:r EA
175>-INSTALL BLIND FlANGE AT TEE. 1 EA.
>-< ( 76 )-NOT USED. >-< I~~=~: GATE VALVf. Willi THRUST BLOCK PER C.N.B. STD 510-L-C & 511-L
>-<
79 )-NOT USED >-< 180)-INSTALL If FEBCO #876 DOUBLE CHECK DETECTOR ASSEMBLY PER C.N.B. STD 517-L AND DETAIL E/5. >-< ( 811-INSTALL ffx2-1/'t' 4-WAY FIRE DEPARTMENT CONNECTION PER C.N.B. FIRE DEPT. AND DETAIL E/5. >-< ( 82 l-CONNECT TO BUILDING FIRE SPRINKLER SYSTEM PER DETAIL F /5. >-< (83)-INSTALL 'r WATER SERVICE PER C.N.B. STD 503-L. 516-L & 518-L >-<
(~)-INSTALL 'r REDUCEO PRESSURE PRINCIPLE BACKFLOW DEVICE PER C.N.B. STD 520-L-A.
( !!:i )-INSTALL 'r SCH 40 ~ SERVICE FROM METER TO POC, UNLESS NOTED OTHERWISE ON PtANS.
186)-BACKFILL TRENCH AND REPAIR PAVEMENT PER C.N.B. STD 105-L-A AND 105-L-B. >-< ~ INSTALL 'r FEBCO MODEL PRV-2 PRESSURE REDUCING VALVf. IN METER BOX (EISLE #655 1/2).
1
1
1
1
4
4
3
388
4
EA.
EA.
EA.
EA.
EA.
EA.
EA.
LF.
EA.
NOTE TO CONTRACTOR QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE OF WORK.
~~;...:...;;:;_;;...=~.;;;..;;.;;;..;....c~ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT QUANTlllES INVOLVED.
NIK[ GODDESS
f.lOTORS
G
i~] ~.i..i-11
PROPOSED 8" F RE LINE -~ ,.,
PAnPOSED DW
=~=-o=~"-··--L-~~_j__LJI
* I I
I
M , PROPOSED 6" ss acys ~----------------
LEGEND
W DOMESTIC WATER 0 SANITARY SEWER
GRAPHIC SCALE
•
t----+---+---------------------+---1------1 DEVELOPER: PREPARED BY:
EXISTING
MACY'S
BASEMENT
I
I I
I I
I I
I I
GATE SHOWNlj_----j
BEYOND PROPOSE
DRIVEWAY
PROPOSED
RETAIL
BUILDING
I I 1
I ,.....,..--'--r----£..---l.----~L---.--+-h-,,,~l.11,,+!:,..,..,..----~ ~ ,(/", / >
I I/GATE GATE~! ,1/',r0 I FOOTINGS • "'.-~ Y• I J FOOTINGS 0'.'f/,,
i ~ _] ~'~ ~ !E :_ 1-+~"';'t
I ~I~ FOOTING AT
I ~ :-il CORNER Of :ii BUILDING SHOWN : ~! -BEYOND
en--:
I "'~ I
I
I
5.93' .00' .00' 4.63'
18.56'
SECTION DETAIL
SCALE; 1"=5'
A-A
3
M .....
~
~::f
ffi ::E:
RECORD DRAWING PERMITNO.X2012-1429 ~
EAST SIDE BUILD OUT RETAIL
z
(!)
~
T-..-.J'------l201 __ .. I ____ ___.,.. SWfflC CONSUi.TiNG INC. INDEX MAP, CONSTRUCTION NOTES AND §:
IIIIC:IIC'.] 1 1 I • IRVINE COMPANY 19 TECHNOLOGYDRM ~ < IN FEET > ~-.;:J, 1Rv:::2{~618 __,,. t--_________ Q....;;_U_A_N_I_I_I_IE..--S _________ __.o
1 Inch -40' ft. 1/22/201 RECORD DRAWING. Since 1864 0
~ 1 0/12/201 UPDATED QUANTITIES AND CONSTRUCTION NOTES. CITY OF NEWPORT BEACH PLAN CHECK NO. 1113-2012 a::
; _______________________ ._N_o_ . ...__DA_T_E.._ _____ ....;R_~ __ 1s_1o_N_s ___________ A_P_P_. __ D~~~E...,jl,,_ ______________ ,_ _____ ...,_~~~~lli;.,;;;THIESSEN;;;;;;;;;,.. ___ ~R.C~£~5~~~7~(~~~!.;:.;;;~:.... .... ___ ru_s_u_cwo_R_~_~_~_R_™_E_m ___ :;s:H:E;ET:::~2~~::o:F:::6::~~
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;
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/
0 0
FOUNTAIN VAULT
BY OTHERS
OW SUPPLY LINE
FROM BLDG. BY
OTHERS.
8 liQIES. §
a. 1 @ POTHOLE CONNECTION LOCATION OR CROSSING 2 WEEKS PRIClR TO CONSTRUCTION. PR0\1DE f • ENGINEER WITH ACMJ FlLE INDICATING HORIZONTAL LOCATION OF TOP &: BOTTOM OF PIPE, PIPE SIZE
oo AND MATERIAL
N i 2. CONTRACTOR TO AS--BUIL T PROPOSED SEU, STORM DRAIN &: DOMESTIC WATER PRIOR TO BURIAL
~ AND PROVIDE ENGINEER WITH HORIZONTAL &: VERTICAL LOCATION IN AN AUTOCMJ FORMAT. 'f n g
.; ,-..
"' " -
3. IF ANY UTILITIES ARE UNCOVERED DURING CONSTRUCTION THE CONTRACTOR SHALL AS-BUILT THE
HORIZONTAL, VERTICAL, MATERIAL ANO SIZE OF THE UTILITIES AND PROVIDE THE ENGINEER 111TH THIS
INFORMATION IN AN AUTOCAO FORMAT.
~ 4. IF ANY UNKNOytj LATERALS ARE UNCOVERED DURING CONSTRUCTION, THE ENGINEER SHALL BE f N011F1ED. THE CONTRACTOR SHALL AS-BUILT THE LATERAL UPSTREAM TO THE END POINT AND
~ PROVIDE THE ENGINEER WITH HORIZONTAL,·VERTICAL, PIPE SIZE AND MATERIAL IN AN ACMJ FORMAT.
<'. >
0 5. ALL EXISTING DOMESTIC WATER METERS ANO FlRE CONNECTIONS SHALL BE KEPT OPERATIONAL UNTIL
;;; FlNAL CONNECTIONS ARE MADE. THE CONT'lACTOR SHALL COORDINATE ALL SHUT OOytjS AND FlNAL I CONNECTIONS 111TH MALL MANAGEMENT, a TY OF NEWPORT BEACH AND THE FlRE DEPARTMENT.
0 0
Li
0
MACY'S GRAPHIC SCALE
10 • ..
~ I
( IN Fllll'l' )
1 IDcb • 10 rt.
FF=198.70
..
I
0
0
'
11+89.34
LINE FW-1
PROPOS£D ~
SEE SHEET 4
197.8 FS
.. (191.1) BOT JOINT TRENCH
190.1 TOP Ii PVC
'j
,,7
)
t---+----+--------------------------r------t------i DEVELOPER:
1 /22/1 ECORD DRAWING.
• IRVINE COMPANY
Since 1864
9/28/12 RE\IISED FIRE LINE.
DATE REVISIONS APP. DATE
•• -· ..•• ---··-....... I
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I
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PREPARED BY:
i i
STANIEC CONSULTING INC.
19 TECHNOI.OGY DRlVE
IRVINE, CA 9261 8 _ :J{:'"= R££ -~~~
I
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I I /
/
DETAIL "A'
PIPE AND VALVE REMOVAL
SCALE: 1"-10'
OW-1
81
82
83
84
85
86
I
I
'
I
I
I
/
4 TOT • 86 85 10 SERVK;ES.....,,-...,..-
I
I
DEMOLITION NOTES
10 SAWCUT, REMOVE AND DISPOSE OF EXISTING A.C. OR PCC PAVEMENT.
INSTALL BLIND FLANGE AT TEE.
NOT USED.
EMOVE AND DISPOSE OF PVC PIPE AND ALL APPURTENANCES.
t-REMO'VE AND DISPOSE OF EXISTING OOC, FDC, PIV OR FH.
1-Pl~CT IN PLACE.
INSTALL ff' GATE VALVE WITH THRUST BLOCK PER C.N.B. STD 510-L-C &: 511-L
NOT USED
NOT USED
INSTALL ff' FEBCO #876 DOUBLE CHECK DETECTOR ASSEMBLY PER C.N.B. STD 517-L AND OET~ E/5.
INSTALL ftx2-1/'l' 4-WAY FlRE DEPARTMENT CONNECTION Pr:R r::.~. , ,RE DEPT. AND DETAIL E/5.
CONNECT TO BUILDING F1RE SPRINKLER SYSTEM PER DETAIL F /5.
INSTALL 'l' WATER SERVICE PER C.N.B. STD 503-1., 516-L & 518-L
INSTALL 'l' REDUCED PRESSURE PRINCIPLE BACKFlOW DEVICE PER C.N.B. STD 520-L-A.
INSTALL 'l' SCH 40 PVC SERI/ICE FROM METER TO POC, UNLESS NOTED OTHERWISE ON PLANS.
BACKFlLL TRENCH AND REPAIR PAVEMENT PER C.N.B. STD 105-L-A AND 105-L-B.
INSTALL 'l' FEBCO MODEL PRV-2 PRESSURE REDUCING VALVE IN METER BOX (ElSLE #655 1 /2).
~ ~
c:::
:½l ~
RECORD DRAWING PERMIT NO. X2012-1429 §
EAST SIDE BUILD OUT RETAIL
DOMESTIC WATER AND
FIRE SERVICE
c.,
i!:i
!
Cl 1-------------------,----------------1
Pl.AN CHECK NO. 1113-2012 ~ CITY OF NEWPORT BEACH
PUBUC WORKS DEPARTMENT 1-S_H_E __ E __ T____,3,,---0-F-6-,,----1 ~
0 w §
"-
~ ~
0,
N 0 • ~ ~
f
I -+-~ --~ I ~ . " "jgJ:r.~:~~~-;-~i~--_ --_I_I ---~-~<:c:c:;: __ ~:;;~:_~;·:= ---
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---·· --·-··· ----.• ~,: ~--·· _ t~tt;l1~~~➔1/4!l~~~SD~~~-i~-f+c-:::::--:::::-----~-----:;-r::::_ _ _::.~~-------.:.:..::::::::.::~=:::-•. ·:-::,-~---~--=;===-=--=---=-=--=-=---=-··=·····=--=-=--=--=--=--=--=--=--=======~~-~---=····=·-=···=···=··=····=···=-=--=-=~~=---~--~----.... G 1 • \
(,_,, / ···-::I(,\~I! • =,-'~"'),' '-=-------b.. ----------=~2 ·==,:_::_.:_:::·::..__~==-\~~;]ij~~~~--==···:=····:::····=·:=··::...:~c:··-1~@=~)~~1j.~"'=~§;;~;; -.... -~ \i--1 ~ ~~ ---·_
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41 1:0°2:~r~; ; r.":-;c;-1-;h LAT •A-3~----,., \ (_; \ 1 \ ,
JOIN EXIST. 6" R 41 \ \ I \ \
' i 30 \ \ 't
I I : -o/ I' \ \
• if'? r-i 1\ \ I 31
SANITARY SEWER CONSTRUCTION NOTES
INSTALL ff' PVC SOR-35 PIPE W/ BEDDING PER C.N.B. ST0-106-L
CONSTRUCT STANDARD SEWER MANHOLE PER C.N.B. STD-401-L
, ( II l
Ii /
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: I
00
11 /
ii
11
11
I I ' 11
11
I
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ENTS ER
!SE p
JOIN EXIST
i4.12 1NY
/ /
/
/
/
/
/
11
11
11
.Jj
194.75 TOP 8" SD
195.23 BOT 4 SS
EXIST s• PVC
PERMIT NO.
X2012-0427
11
1-1' :r. "A-2"
JOIN f 6" SEWER '----"''""
(193.3 ) I s• VCP CUT
FLAT
LAT. "A-
N39"51'00"E 30
S=0.0200
195.15 BOT s• SD
194.40 TOP 6 + .19 LAT. "A-2
9 . 1 INV
37 .14 LAT. "i!.1-A-k
LAT "A-2"
N05'09'00"W 30
S=0.0200
LAT "A-2"
30 N50'09 OO"W
S=0.0200
1 +56.07 LAT 'A-2"
194.46 INV. I l ' ' ' ' ! '
' .. . I I
1 l t
I'.'. ' : " ____ ;;, ,;
ll'ENTPIPE
N0-4"54 59
15.27 Lf.
S=0.071
1 . . 4• END CN'
SEE Pl.U1181NG PLAN
FOR CONTINUATION
I> ,.,-A
EXIST. MACY'S BUILDING
0
0
"
2+94.27 LINE "A"
19.0INV.
SEE PllJMBING PLANS
fOR CONTINUATION
0
FF==198.70
192.11 INV.
SEE PLUMBING PLANS
FOR CONTINUATION
i.AT. •~1
0
0
4+12,73 LAT, "A-1" 32 191.19 INV.
198.62 RIM • •
N05'09'00"W 30
S=0.0240
\,'ENT PIPE
1 INV.
O[J /I>
SEE PUJM8ING PLAN
I 1==;t:::==;1 FOR CONTINUATION
A
..__1--1--1 r-++---+-lL -~
I>
"
' I
l...-•"·~•--#~•-,---
191.59 INV.
198.53 RIii •
195.3 BOT JT 1RENCH
191.9 TOP 4 SS --,,-ii-·~,. ,-"-~
;t> \, 1 \,f> ,, •• 11/1;/T/i r}::l--i??7l . ,, 1 j l/ ,/1; IL, ~ .. ~l,., .i...Li .. , 1-L~,.r:: L _,_ __ 1 ,_,, 1....,...,,
FOR
SHORING DETAILS SEE SHEET 6
196.73 RIM
RIM ELEVATIONS ME TO i. RIM
WIU. NEED m BE FLUSH WITH
s:ir; SLOl'ING SIOEWM.K.
S-0.0400
\. SAMPLE BOX
191.14 IN\/. 4• PIIC
198.73 RIM
UNE "A"
"
,j
,l
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ED ~~TERfl
[ :,c:'./ I
t>
PROPOSED ORY UTIL
I> JOINT lllENtH
T
SEE PRECISE I QRAOING ~
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l
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I I
I I
I I
I I
I I
I I
I I
I I
I I
o I I
:I I 1
! I I
1:5 I I
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I ' '
\ \
\
PROP. 10' \
EASEMENT \ \'
\
\
\
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\
CONSTRUCT SEWER Cl.EANOUT PER APPLICABI.E PORTION Of C.N.B. SfD,-406-L & DETAIL G/5.
BACKFlLL TRENCH AND REPAIR PAVEMENT PER C.N.B. ST0-105-L-A ANO 105-L -8.
INSTALL I( PVC SDR-35 PIPE WITH BEDDING PER C.N.B. STD-106-L
INSTALL 1500 GAL GREASE INTERCEPTOR fJP1500ECE-G PER JENSEN PRECAST SPECS. & DETAIL C/5.
INSTALL JENSEN SMIPLE BOX PER DETAIL B/5.
INSTALL 4• PVC SOR-35 VENT PIPE WITH BEDDING PER C.N.B. ST0-106-L
INSTALL 22.5' SDR-35 BEND.
CUT-IN ff' FLAT WYE W/ MISSION REPAIR COUPLINGS.
INSTALL 45" SOR-35 BENO.
CUT-IN ff' WYE W/ MISSION REPAIR COUPLINGS.
DEMOLITION NOTES E UT, REMOVE ANO DISPOSE OF EXISTING A.C. OR PCC PAVEMENT.
CM. ANO DISPOSE Of PVC PIPE ANO ALL APPURTENANCES.
CT IN PLACE.
,MQIES.
/ 1. @ POTHOLE CONNECTION LOCA 110N OR CROSSING 2 'A£EKS PRIOR TO CONSTRUCTION. PROVIDE ENGINEER 'MTH
~' *----'---~;..-' ACNJ FlLE INDICATING HORIZONTAL LOCATION Of TOP & BOTTOM Of PIPE, PIPE SIZE AND MATERIAL
/ 2. CONlRACTOR TO AS-BUILT PROPOSED SEWER, STORM DRAIN & DOMESllC WATER PRIOR m BURIAL ANO PROI/IOE
ENGINEER 'MTH HORIZONTAL & VERTICAL LOCA llON IN AN AUTOCNJ FORMAT.
~----;--...,.._;! 3. If ANY UTILITIES ARE UNCOVERED DURING CONSlRUCTION TiiE CONTRACTOR SHALL 11S-BUILT TI-tE HORIZONTAL.
VERTICAL, MATERIAL ANO SIZE Of THE UTILITIES ANO PROI/IOE THE ENGINEER 'MTH TiilS INfORMA TION IN AN
AUTOCNJ fORMII T.
:..+,1-----;--~\ 4. If ANY UNKNO\\N LATERALS ARE UNCOvUlED DURING CONSlRUCTION, THE ENGINEER SHALL BE NOTIFlED. THE
CONTRACTOR SHALL AS-BUil T THE LATERAL UPSTREi\11 m THE END POINT ANO PROI/IOE THE ENGINEER 'MTI-t
HORIZONTAL, VERTICAL, PIPE SIZE ANO MATERIAL IN AN ACNJ FORMAT. ~:
0..' ~I
~I
-1
1:5
I I;
V '
I
\ I
2:
'b -
5. ALL EXISTING DOMESTIC WATER METERS ANO FIRE CONNECTIONS SHALL BE KEPT OPERATIONAL UNTIL FlNAL
CONNECTIONS ARE MIIOE. lHE CONTRIICTOR SHALL COOROINA TE fill SHUT 00\\NS ANO FINAL CONNECTIONS 'MTH
MALL MANAGEMENT, aTY Of NEWPORT BEACH ANO THE FIRE OEPIIRTMENT.
\ 1:5 \
1 o• VCP SEWER
1 .
197.00 RIM
I
I
/ \
I
\ '1m'1'0!57r-D~-, ..
/';l-----1"' I 'i-½1iil9'!'i2.1'<6 a;;BOaa"-\;T.~~~~ //
1 88.7 TOP 6 I
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/ DEVELOPER: PREPARED BY: g t----+----+------------------~-----1---;-----i I.!) .,
~ z
t O IRVINE COMPANY [Si~!="'NC. SANITARY SEWER I
~ sta!!btJld_949923.6000 _,,,,, 1-----------------,---------------1 ! 1/22/201 RECORD DRAIWNG. Since l864 / CITY OF NEWPORT BEACH PLAN CHECK NO. 1113-2012 ~
1 1 01121201 NJllED ss LATERAL ANO v!NT. ,, u../1s 1--s_H_E_ET--4--0-F---=-6---1 ~
"L ______________________ wN~O:;,_ . ..L.~DA~T.!;;E.J.. ______ ~REV~IS~IO~N~S~-------~WA~P~P.;. . .J.:D~AT~E....J1... ______________ .,_ _____ ...,,:MITC;,:;:HELL=,,;1HIESSEN;::;;:;:;:;,.. ___ ,:;;;R.C:;;;;.E.;.;56;;;;;96:;;7~(;;;;;EXP;.;.·.;,6/:.;;30~/,;,;;15):,_.i... ___ Pu_BU_c_wo_RKS __ DE_P_AR™_E_NT ___ .L.,,;;.,...;;;;.;;;,......,;;;;;;;;;;iiiiiiii...;;... ....... --1a::
0 w I= g
D,_
" • n
0 e:: 0 • ~
Q ~ • n
7•. l
TEE
90" BEND
GENERAL NOTES:
\:,--L
4S0 BEND
22H 0 BEND
11G 0 BEND
CROSS
TYPICAL
THRUST BLOCK
1. Forw main ,,....... teat thdl be p.-formed ln DCCCll"d with oonoret. cur1nt ,...,hm.-ita. Coneme lhall be
!180-C-321l0.
2. Thnlet blockll lhatl bear avafnat undllturbed .ol, boc:kftl compacted to 10M: ralatlve compoctlan. or c1als 100 E 100 .. ..,.,.
3. a.am,; ant011 L • H are computed for tat preNUNla of 225 PSI h malna laid In a coheafOfttNa IOI (o-0) wtth lntamal
anQI• of frlctkln of '57", a unit __.t of 110 PQ-, G'ld at leOSt JS• of conr,
4. Bear1nt .,.. L • H ahaH be approvacl by tha ,mglnNr ..,__ malna: (A) baar .lnat ...__ aol than .,_._ atto.,
(B) haW -than YJ" of ..,_, (C) wll bo tHted at man, thGl 225 PSI o, (D) ore not •~ by a flt1lne o, ---5. L ii approxfmotely equal to H for .-naa.-thnJtt bloclca. L 111 c,water than H for lcrgar thrulll tllocka. H lhall not ....t
--~ -S'ID-1111-L for -ord --
THRUST BLOCK BEARING AREAL X HIN SQUARE FEET
Jlitlllltl&Slu Dell4B,ul T• ,.,. Crtm 90•&,u1
4• L7 2.4 2.4
6" 3.7 S.3 S.3
8" 6.7 9.4 9.4
12" ts.o 21 .2 21.2
16" 26.6 37.6 37.6
18" 33.7 47.6 47.6
24• 59.9 84.6 84.6
30" 93.6 132.2 132.2
CITY OF NEWPORT BEACH
PUBLIC WORKS Dl!PAllTMENT
THRUST BLOCKS
4S°B""4
1.3
2.9
5.1
11.5
20.4
2S.8
45.8
71.l
APPROVED:
RCE NO. 315106
•M .•
21Il"/u,ul 116"8"""
0.7 0.3
l.S 0.7
2.6 1.3
S.8 2.9
10,4 S.2
13.1 6.6
23.3 11.7
36.5 18.3
PUBUC WOltltS DlRECT'OR
DRAWING NO.
THRUST BLOCKS
DETAILS PER CITY OF NEWPORT BEACH STD-510-L-A
NOT TO SCALE
PEllESlRIAN ARrA; ZURN ZN-1400-T-~
PAYER AREAS: CONSTRUCT 6"
THICK CONCRETE COUAR
BELOW PAVER SECTION AND
BASE
ALIGN CLEANOUT COVER
WITH PAVER PATTERN
FOR PAVER PAm:RN SEE
LANDSCAPE PLANS
2'-0" 4" PVC LENGTH />S REQUIRED
TO EXTEND TO F'S
tr::J;;;:J~::r~tj:J(::JJ~;;f::.r.,y-MIN. REQUIRED 3/4" ROCK -, "' SUPPORT llACKf1U. AAfA
.------4" PVC 48 BEND
CAP
SECTION
N.T.S.
--. ---------l
ZURN CLEANOUT
NOT TO SCALE G)
FINISH GRADE
P.V.C. TO
STAINLESS STEEL-~
ADAPTER
TO DETECTOR
CHECK ASSEMBLY
tr P.V.C.
tr STAINLESS STEEL ARE LINE
4' MIN.
: SEE SPRINKL£R Pl.ANS i r FOR CONTINUATION V r PROPOSED TEMPORAR't'
: tr STAINLESS STEEL BUND Fl.ANGE
I
I
: ,-FIIIISHIED FLOOR
I •J_
0:-,-""-._WRAP 0.1. RISER WITH 2.fl' THICK
SEMI-RIGID PLASTIC FOAM WRAP
TO N.lJ1# Fl.EXlBIU1Y. POUR SI.AB
AGAINST WRAP TO MAINTAIN t'
Cl.£AR OPENING AROUND 0.1. PIPE.
lHICKENED SI.AB PER
STRUCTURAL Pl.ANS
~-ff STAINLESS STEEL
WIELDED FIRE LINE
THRUST BLOCK
SEE DETAIL A SH. 2
ELEVATION A
UNDERGROUND FIRE LINE AT BUILDING F
NOTTO SCAI..E 5
WAJER (PUBUC) , UNDERGROUND FIRE: (PRIVATE:)
----ff DOUBLE CHECK DETECTOR ASSEMBI Y
FEBCO MODEL 876
(U.S.C. APPRMD)
If x 2,r FOUR-WAY FIRE DEPT. CONNECTION
POTTER-ROEMER MODEL 5781-B
OR APPRMD EQUIVALENT
ROTA'l£0 TO FACE DRIVE AISlE
FDC SHAI..L BE A LISTED ASSEMBLY FOR FIRE USE
FG PER PLAN
FL<M
""'-31' ,.....~·If WAFER CHECK VM.Vf.
,...L~)::::X,...,f----SIGN SHAU. ROO:
SPRINKLER S'ISTEM
121-141 NEWPORT CENTER DRIVE
SEE PIAN VIEW FOR ADDRESS
MEl'M. SIGN WITH 1• HIGH
LrnERING ON A CLEARLY
CONTRASTING BACKGROUND;
PERMANENTLY MOUNTED
ffxrfXff V£.RTlCAL TEE
lHRIJST BLOCK PER CIIY Of' NEWPORI' l3EICH Sll)-510-L-A
THRUST BLOCK PER CIIY Of' NEWPORT BOOI STD-510-L-A
NOTE: CONIRACTOR TO PROVIDE CONDUIT AND CABLING FROM MONITORING STATIONING AT MAI.I. TO NEW DETECTOR CHECK.
FEBCO MODEL 876V DOUBLE CHECK ASSEMBLY E
NOT TO SCAI..E 5
24" CAST IRON FRAME & COi/ER
WITH GASKET (TO STANDARD)
198. 73 RIM,,.,..,.",._
SEE DETAIL B/5
FOR SAMPLE BOX
198.68 RIM
VENT PIPE G.I. f1
193.02 INV
TO PVC SEWER -
6" 1/ERT. WYE
191.02 INV
4• PVC
;,. ""·»::«///
SIDE VIEW 4• INLET & OUllET PIPE
ANO FITTINGS ST AN DARO
10·-tr I I
r--7,7
0 L __ _JL_J
TOP VIEW
■ UQUIO CAPAOTY: SEE PLAN
■ TANK DESIGNED Cf: H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS WATER TABLE 8ELOW TANK)
EARTH COi/ER O TANK NOT TO EXCEED 6 FT.
■ SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS.
THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL
BE COMPACTED TO 90,C MAXIMUM DRY DENSITY, OR TO REQUIREMENTS Of THE PROJECT
GEOTECHNICAL ENGINEER.
■ FOR COMPL£TE DESIGN ANO PRODUCT INFORMATION CONTACT
JENSEN PRECAST.
GREASE INTERCEPTOR
SCALE; 1"•5'
.EISEN PRECAST -MODa .F1500ECE-G
C
5
RE
5.21'
SCALE; 1· =5'
SIDE VIEW
r:JJTAWAY
\-,-~.,,.....,..,.,..,.,~
1' PIPE lENGlli
INSIDE WAU.
J . -{_/
•
12"
" --.:, :~ I ... ,,, . ...~
• ('.:' ~'""'lll~A.--1
i (,~COMPAClED All
OR UNDIS11JRBED
EARlH
TOP VIEW
----, co=
__ _J
RISERS
RfMO\IEI)
1' PIPE LENGlli
BOX WEIGHT: 1250 LBS.
IN
INSIDE WALi.
SAMPI..E BOX
BOX DESIGN LOAD: H-20 TRAFFIC
24" CAST IRON FRAME
& COVER WTH GASKET
(GASTIGHT)
AS REQUIRED
(AT EXTRA COST)
~
2432-63 RISER-3"
2432-06 RISER--&"
2432-12 RISER-12'
32" .,.
PIPE CONNECTOR
SEE DETAIL
8£1.0W
SHOWN ,• • •. WITH PIPE
DETAIL
PIPE CONNECTOR (Z-LOK)
PIPE CONNECTOR
CAST INTEGRALLY
(N'IER IISTAl.l.A-)
IN WALL WILL ACCEPT
PIPE 0 .. 0. (INCHES)
MIN. MAX.
4.25 6.25
SAMPLE BOX MUST BE PLACED ON
SUITABLE BASE Of COMPACTED SOIL
OR UNDISTURBED EARTH IN TRAFFIC
CONDITION. FOR COMPLETE DESIGN
AND PRODUCT INFORMATION,
CONTACT JENSEN PRECAST. SEE Z-LOK PIPE CONNECTOR PAGE
FOR ADDITIONAL INFORMATION
SAMPLE BOX
NOT TO SCALE
.BISEN PRECAST -MODa 2432-Z ED
198.73 FS
GREASE
INTERCEPTOR
SEE DETAIL C/5
A1
5
198.73 FS
10.50'
SCALE; 1• •5'
198.73 FS
A2
5
M ...
~
~::f
0::
::I:! ~
RD DRAWIN PERMIT NO. X2012-1429 ~
§ l------4----+--------------------0EVELOPER: PREPAREOBY: EAST SIDE BUILD OUT RETAIL I.!)
:;; z
~ -
,.;; STANTIC CONSUlTING INC. DETAILS ;:
~ • I C 19 TECHNOlOGY DRIVE <( ! RVINE OMPANY Saac :x~Ni2i~618 _,. ~
, Since 1864 rJJ.,,J c
;L-_____________________ .a..;N~0~ ...... 1~~~j~~~1
-RECORD __ DRAWl __ ~_-__ ~R~~~IS~IO~N~S;;.... _______ ...1,~A~PP~.~D~A~TE;;;..,._ ____________________ ...,i~~-ITCHEl--~-™-E-SSEN_,.'1.[,fl ____ -_R.c_£_5696;,,;,,;,,;,;l_'l_~_~'-t~~~/1_~ ____ c_ITY_P_u~_u_~_!_E_R:_~_P_!_~_~_NEA_T_c_H_...1.,_;_~_~_~_ECK __ N_~_·_11
_
1
~_-~_
01
_
2
__ 6__.~
GENERAL NOTES:
1. GE01WtN1CAL !Mf'ORMA 110H:
PER GEOlECHMCAI. R£PORT PREPARED BY NMG GEOlECHNICAL.
INC. PROJECT NUMBER 08034-02. OSHA TYPE •c-SOIL 2. SOIL T'l1'E:
SANDSTONE AND SILlSlllNE
3. WA 1ER TABLE LOCA llON:
AT OR BELOW 8aTTOM OF EXCAVATION
4. THIS PLAN IS PROVIDED FOR WORKER PROTECTION ONLY TO ALLOW
TEMPORARY ACCESS DORING CONSTRUCTION. CONlRACTOR SHAU.
VERIFY lHAT THE SHORIHC PROIIIDES SUFFIOENT WORK SPACE ANO
CLEAAANCES PRIOR TO OROERIIIG MA TERIAlS OR COMMENCING WORK.
5. ALL WORK SHALL 8E COMPLETED IN CONf'ORMANCE Wl1H lHE
CONlRACT DOCUMENTS.
6. lHE SHORlNG IS ASSUMED TO BE IN Pl.ACE lHREE MON1HS OR LESS.
ALL WORK IS ASSUMED TO BE COMPL£1ED OIJRING THE DRY SEASON
AND DURING RAIN EVENTS, SLOPES SHALL BE PROTEC1ED WllH
PLASTIC SHEET OR OlHER APPROIIEO MEANS TO PREVENT EROSION
ANO SLOUGHING.
7. 1HIS PLAN WAS GENERATED BASED ON GUIDEUNES PR0'111)£1) IN THE
CALIFORNIA lRENCHING AND SHORING MANUAL
8. EGR£SS, WHICH MAY INCLUDE LADDERS, RAMPS. STAIRWAY$. OR
O1HER APPROVED MEANS, SHALL BE IN PROVIOEO IN ACCORDANCE
Willi O.S.H,A, REOUIREMENTS FOR CONSTRUCTION,
9. EXCAVATION SHALL BE DUG NEAT AND TIGHT TO lliE WALLS OF THE
SHORING SYSTEM. F1l,L VOIDS BETWEEN 1HE SHORING ANO EXCAVATION
UHE 111TH SOIL OR BEDDIHG MA IERIAL
10. CONlRACTOR SHALL LOCATE ALL UNOERGROUNO UTILITIES WITHIN 1HE
WORlC --' PRIOR TO EXCAVATION. 'IHE UNDERGROUNO SER'ACE AlERT
SHALL BE CONTACTED BY DIAIJNG 811 AT LEAST TWO WORKDAYS
PRIOR TO EXCAVATING. UTILITIES W1HIN THE WORK AREA SHALL 8E
ADE QUA 1EI. Y PROTECTED TO PRE'IENT DAMAGE. . •
11. HANDRAIi.$. GUARDRAIL$. AND/OR BARRIERS SHALL BE PRO\/lllED IN
ACCORDANCE \\l'IH O,S.H.A, REQUIREMENTS FOR CONSlRUCTION.
EDGE OF EXISTING
BUILDING TYP.
(P) GREASE
1k IERCEPTOR
12, PROTECTION FROU HAZARDDUS ATMOSPHDIES SHAU.. BE PROWlED.
13, WORKERS SHALL REIIAIN WITHIN lliE l'ROTEC1ED AREA AT AU. TIMES.
14. WORKERS AND 1HE PU8UC SHAU. 8E PROTECTED FROM All POTENTIAi.
ONSITE HA2AAl>S INQ.UDING ACCUMULATING WA lER, LOOS1! OR FALUNG
DEBRIS. AND UNSTAIII..E ADJACENT S'IRUCllJll(S.
15. TH£ CONlRACTOR SHALL BE SOl.£LY RESPONSIBl.E FOR Al.l
EXCAVATION ME11-KJDS AND f't'IOCB)IJR£S AND SHAU. PROY1DE AU.
MEASURES • .,..CESS4f!Y TO PROTECT LIFE AND PROPER IT WRING
CONS'IRUCTIDN.
16. A COMPETENT PERSON SHALL PR0111DE INSPECTIONS DAILY, AFlER RAIN
STORMS, AND AS REQUIREI> FOR HAZAftOOUS CONDITIONS. INSI ECTIONS
SHALL 8E PROVIDED BEFORE WORKERS EN'lER THE !'R()'IEClE) AREA
AND AS NEEDED 'IHR()UQ40UT 1liE WORK PERIOD. THE COMPElENT
PERSON SHALL 0£CIC FOR POTENTIAi. CAVE;_INS, INDICAllONS OF
FAILURE OF THE l'ROTEC'IM: SYSTEM, AND HAZAAllOUS ATIIIOSPIILR.:S.
IF lHE COMPETENT PERSON F1NOS OR SUSPECTS A HAZARDOUS
SfTlJA TION, WOflKERS SHAU. 8E REMO\/ED FROM lHE f'ROttClED AREA
AND OUR OF1'1CE SHOUI.O BE NOTIFIED IMM£D1A 1EL Y. NO WORKERS
SHAU. RETURN TO 1H£ PkOlEClED AREA UNTIL REMEDIAL IIEASURES
lHAT HAVE BEEN APPROVED BY BJ<. WElUNGTON ENGINEERING
(B.K.W.E) Ol'FICE ARE IN PLACE TO INSURE '!HER SAFUY,
17, DESIGN SURCHARGE DOES NOT INCWllE: RAIUIOAO LOADING. IF
RAILROAD IS Cl.OSER 1l1AN HI' + 2 TIMES THE DEPTH OF EXCAVATION
FROM lliE RAILROAD ELEVA110N PLEASE NOTIFY BJ<.w.E. FOR POSSIIII.E REDESIGN, •
18. NOTIFY B.K. W.E. FOR APPROVAL OR l'OSSt8I E REDESIGN IF UTHJ'IIES OF
30" IN DIAMETER OR LARGER ARE FOUNO Wl'llilN "8" OF THE SHORING
WHICH ARE NOT SHOWN ON 11iE SHORffll DRAWINGS.
19. NOTIFY B.K. W.E. FOR APPROVAL OR POSSlau: REDESIGN IF S'ffiUC'IURES
ARE CLOSER '111AN 1.15 TIMES THE DEPTH OF EXCAVATION FROM THE
SHORING l\lotlCH ARE NOT -ON THE SHORING DRAIIIINGS.
20, SPOII.S SHAU. 8E Pl.ACED SO lliAT RAINWATER AND OlHER RUN-oFF
W.t.TER IS CHANNEl.£D AWAY ·FROM 1HE EXCAVAllON. SPOILS SHALL
BE Pl.ACED SO lHAT lHEY CANNOT RUN, SUDE. OR f'AU.. BACK INTO
THE EXCAVATION.
16' LONG QUll<-SHOR
SHEl.D OR EO. TYP.
1 • STEEL Pl.A TE
TYP. .t. T EACH END
~ SHAU. CONFORM TO lHE FOi LOWIIIG:
-WIDE F1.ANCE, HP, AND STRUC1URAL 'IEE SHAPES SHALL CONl'ORM TO
AS'IM A38, No7'1,, OR A992 (QRAOE 50l.
-eHANNELS AND ANGLES SHALL CONFORM TD ASlM A.118,
-SlRIJCTURAI. Pl.A TE SHAlL CONFORM TD AS1M "38, U.N.O.
-HOU.OW S'IRUC1\JIIAI. SEC110NS (H$S) SHALL CONFORM TO AS1M
AISOO, ClllADE 8 ( 411 KSI).
-PIPE SHALL CONFORM TO ASlM A53, GRAD£ 8 (42 KSI).
2. 'IIEUllNG SHALL BE IN ACCORDANCE WllH CURRENT AWS WELDING CODE USING. E70 SERIES El.EGTROD£S.
~ NOTES· tms TAIIUI.AlED DATA SHALL BE KEPT ON Sl1E WITH A
COPY ATTACHED TO THE!£ PI.AIIS.
2. MANUf'ACTURER'S SPEClflCA 1IONS FOR USE SHALL BE ADHER£I) TD.
3. Al. TERNA lE SHIELD SIZES Wl'lli EQUIVALENT SOil Pll£SSUR£
CAPACITY (PSF RATING) MAY 8E SU8S11TU'IED Wl'IH WRITIEH
APPIIOYAL FROM B.K. w.E.
4. FOR STACKED SH1£1J)S, STACKING PINS SHAU. BE INSTAU.£0.
5. PICKING AND SETTING SHIEi.OS SH,_U. UllUZE MANl.lf'ACTURER
SPEClf'IED L.OCA 1'IONS.
6. THE SHIEl.l) SHORING SHOUt.O EXTEIII> AT LEAST 18" (0.4ll m)
ABO'<£ THE SUIIROUNDING AREA If' THERE IS SLOPING 'IOWARll
EXCAVA'IION.
7, lHE 1• STm. PI.AlE SHALL NOT REST ON lHE Sl1IElD SlRUTS. 1HE
STEEL Pl.A lE MUST BE SUPPOftlEI) WITH WEU>, CHAIN, OR
O'IHEIIWISE MElHOD If' NOT IN CONTACT Willi SUBGRAOE.
EDGE Of'
ElCISTING
IIUIUllNG
(0 DETAIL 1 ----Scale: 1/4 ... 1'-0"
STEP 1: EXCAVATE HOLE PER
ORAWIN<lS (PER GENERAL
NOlE 9) TO DEPTH SHOWl'I
STEP 2: INSTALi.. SHlElD AND
Stm Pl.A lES PER ORAWINOS.
START WllH lHE I!( TALL
SHIElD
~!::::""
SPOa.PllE • X,. 5'--0"
EXCAVATOR X=<1•.qo
3'CYLOADl!!ft X•4'-0-
HS:!0-MlRAFAC ·x ■5'.qo
K•RAIL X=l!'--0"
DUMP TRUCK X•&'--0"
CONCRETE TRUCK" X•8'.qo
5CYLCW>l!R X=5',q'
CRANE-X=TBD
• SPOIL PILE OF l!(-(f' TALL W/ 1:1 SLOPE
ON SIii( f'ACING EXCAVA110N
.. THIS APPUES ONLY WHEN CONCRE'1E
1klJCK IS LOADED AND TAO AXI.E IS
OFF 'IIIE GROUND (Llf"IEl) UP)
... CALL BJ<. WEWNGT0N ENGINE:ERING FOR CRANE
Off SE I OISTANCES
0
0
l!/-0" MAX.
SEE OFFSET
TABLE TYP
1• S1EEL Pl.ATE AT
EA. END TYi".
QUIK-SHOR
SHIELD PANEL
OR EQ. TYP,
8" SCH 80 PIPE STRUT TYP.
EXCAVATION UN£
(SEE NOlE 11)
:=,NG; BEDDING PER SPEC.
{;:\A ---=-=SE=CTI~ON;.,;..,:;_., __ _
~ scale: 1/4"=1'--0"
1Uf111 •A.·
CD ....
•
•
'S
(E) llUIUl!NG.
MACY'S
FF. 182.25
...
2'-6"
MIN.
SHnD SHORING
SYSTEM
•
I
(P) GREASE
INTERCEPTOR
••
.•
0 --=SIT ____ E _PLA_. _N __ _
ScaJe: 1/16"=1'-0"
a" SC+i 80 PIPE
STRUT TYP.
0
0 lil'x16' QUlk-SHOR OR 0 EQUAi. SHIELD WllH
MINIMUM 565 PSF
REQUIRED
0 0
:/
Y, I
::-, "'' 0·•·. ~·;• ---------
0 0 8'•16' QUIK-SHOR OR
EQUAL SHIEI.D WllH
MINMUM 725 PSF
}f
t
REQUIRED
BEDDING PER SPEC.
®l---'S;;.;;E;;..;C;;..;lc..;;;l...;;;O..;;..N;;..._Scale_:_11_4 __ ~1-.-0-
•
SEE OFFSET
TAIII.£ TYP
1• STEEL PLA1E AT
EA. END TYP.
EXCAVATION LINE
(SEE NOTE 9)
.,
f1
~
c-: I'.
<:<'.
~
21 cc:
C}
<,..)
Lil Ck:
~
IJ
STEP 3: CONTINUE
EXCAVATION -fO DESIGN
DEP'lli. INSTALL ADDl1IONAI.
SHIELD ANO STEEL PLATES
PER DRAWltlGS. STEP 4: PLACE BEDDING PER
SPECIACA TIONS ANO GREASE
INTERCEPnlR PER
SPECIACATION AND
MANUFAC'IURES
STEP 5: BACKALL AROUND
CREASE IN'IERCEPnlR.
REMOVE SHIELD SHORING AS
YOU BACKFII.L
PERMIT NO. X2012·1429 ~
RECDMMENDA 110NS.
O~SH~O=Rl..=;,_NG_PR_OC_E_DU.;_RE ___ _
Salle: J./g' .. 1'-0" -1:a11 an ... , ... ._
SHORING ENGINEER !---+---+--------------------..,...--...----, OEVaOPER: PREPARE
GEOTECHNICAL FIRM:
NMG GEOTECHNICAL, INC.
17991 FITCH
IRVINE, CA 92614
PHONE: (949) 472-2442
GEOTECHNICAL INVESTIGAT!Or-.: AND REVIEW DATED JUNE 18 2012
PROJECT NO. 08034-05
SHAHROOZ "808" KARIMI
SSOCIA TE ENGINEER, RCE 54250 (EXP. 12/31 /13)
f ~
I
N
.-! ~
I:;
B .. K. WELLINGTON • ITANTICCONSWINGINC. SHORING DETAILS ~~ I C 19 TECHNOLOGY DRIVE
Engineering RVINE OMPANY 11MNE,CA 9261s
e.777 CLEVELAND AVE, STE 1oe • SANTA~. CA 95403 • Since 1864 Staldlec 949•923•6000 ,,.. i;
PH:(707) 595-5423 • f'X:(707) 595--5723 02 08/09/12 RESPONSE TO COMMENTS ON 8ND REVIEW ON 08/06/12 CITY OF NEWPORT BEACH Pl.AN CHECK NO. 1113-2012 ~
L __ _L ____________ .J._JA~l::l~"1&!lll2-~N~~~-.J.08/~DA~o~~l-2LRES-PO-NS_E_TO_C_OMM_EN..;~~E~~~l~~~i~~~SRE:..·-VIE_W_ON_07_/l-7/-12 ____ wA~P;;,t;P;.,, . ..L';;D:,:A~TE~L..---------------"------.J.--------------...1.---PU-BU_c_WORKS __ ~_M_TM_EN_r __ ..1,,.....,;-=s;:H:e~-=cE;,.=r~---_-::;6~---_-• .,;o:F::::6::~