HomeMy WebLinkAboutW_5234_S§: ~ <le ADAMS AVE.
ORANGE
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SYMBOL LEGEND
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PO\,IER POLE
MANHOLE
FIRE HYDRANT
METER BOX
VALVE
PO\,IER POLE ANCHOR
MONUMENT
FENCE
BLOCK\,' ALL
TREE
SHRUBBERY
ASPHALT PAVEMENT
BRICK\,IALK
CONCRETE
BUILDING
EXISTING CONSTRUCTION
PROPERTY LINE
NE\,' CONSTRUCTI□N
CENTERLINE
SE\,IER LINE
\/ATER LINE
GAS LINE
POI/ER LINE
TELEPHONE LINE
CABLEVISION LINE
SPRINKLER SYSTEM
STREET LIGHT
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
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ORANGE CO.
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BAY 1,
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CITY
OF
IRVINE
UNIVERS fl
U.C.I.
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ABBREVIATIONS
ACP
B.C.
C.B.
ti.
D.I.P.
E
E.C.
E.C.R.
EXIST.
G
G.B.
INV
M.J.
P.C.C.
PROP.
s
S.C.E.
S.D.
S.F.M.
STA.
ST. LT.
ST. STA.
TELE
V.C.P. w
SITE
ASBESTOS CEMENT PIPE
BEGIN CURVE
CATCH BASIN
CENTERLINE
DUCTILE IRON PIPE
ELECTRIC
END CURVE
END CURB RETURN
EXISTING
GAS
GRADE BREAK
INVERT ELEVATION
MECHANICAL JOINT
POINT OF COMPOUND CURVATURE
PROPOSED
SEWER
SOUTHERN CALIFORNIA EDISON
STORM DRAIN
SEWER FORCE MAIN
WATER LINE STATION
STREET LIGHT
STREET STATION
TELEPHONE
VITRIFIED CLAY PIPE
WATER
UNll'ER~ TY
LOCATION MAP
I\OT TO SCALE
EMERGENCY TELEPHONE
AGENCY DAYTIME
SOUTHERN CALIFORNIA GAS COMPANY 634-3028
SOUTHERN CALIFORNIA EDISON COMPANY 835-5200
PACIFIC TELEPHONE COMPANY 259-4458
CITY OF NEWPORT BEACH (UTILITIES DEPT.) 644-3011
COUNTY SANITATION DISTRICTS OF ORANGE COUNTY 962-2411
COMCAST CABLEVISION 542-6222
COMMUNITY CABLEVISION 720-4040
UNDERGROUND SERVICE ALERT 1-800-422-4133
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NUMBERS
NIGHTTIME
634-3129
800-325-0477
611
644-3717
962-2411
542-3975
720-4040
1-800-422-4133
FIRE SERVICE PLAN
1177 CAMELBACK
APPROVEJ: DATE:
UTiLrtiEs DIRECTOR R.C.E. 38799
\
CONSTRUCTION NOTES
(J) 12•x10• REDUCING TRANSITION COUPLING (12"DIP X 10• ACP ROUGH BARREL)
12• LONG CENTER SLEEVE ANO STAINLESS STEEL HARDWARE
2. 12• CLASS 52 DIP IN 8 MIL POLYETHYLENE ENCASEMENT
CONCRETE THRUST BLOCK PER APPLICABLE PORTIONS OF STD-510-L
12"X12" MJ X FE TEE WITH RETAINER GLANDS
12• FE X MJ BUTTERFLY VAL 1,1; WITH RETAINER GLAND
12• FE X MJ ADAPTER W177-I MJ RETAINER GIAND
12• X 6' FE X FE TEE
12• X 6" FE X FE REDUCER
6" FE X MJ BUTTERFLY VAL VE WITH MJ RETAINER CIANO
6'' CIASS 52 DIP IN 8 MIL POLYETHYLENE ENCASEMENT
6" X 4" X 2-1/2" X 2-1/2" FIRE HYDRANT PER STD-500-L
r 6" ~• l?/1" HL.L. ("FFX.Fll -··-···
1 (p" DBL CHECK DETECTOR BACKFLOW f:;REVENTION ASSEMBLY PER STD-517-L
UTILITY EASEMENT GRANTED TO THE CITY OF NEWPORT BEACH
1
SIAMESE PUMPER CONNECTION (3' CLEAR OF BACKFLOW DEVICE)
CONSTRUCT TRENCH RESURFACING AND PIPE BEDDING PER
CITY OF NEWPORT BEACH STD-105-L AND STD-106-L rfJ; REMOVE AND RECONSTRUCT MEDIAN CURB AND STAMPED
CONCRETE TO THE SATISFACTION OF 77-IE CITY ENGINEER R/W
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60'
3C' 1
20'
I~~ I 2% ~L=~-~=u
UJRR & ClJTTFR
SHEET INDEX
Sl:!EEI PESCRIPDON
1 TITLE SHE,T
2 FIRE SERVICE PLA~
R/W
3C'
20' 7' ... -·-----· -t-o--'--➔~
SIDlWALK_/
PREPARED FOR CAiv/ELBA CK STRFET
DAHN CORPORATION
18552 MACARTHUR BLVD. NO. 495
IRVINE, CA 92715
TEL.: (714) 752-0301
BASIS OF BEARINGS;
THE BEARING OF NORTH FOR CAMELBACK STREET
AS SHOWN ON TRACT. NO. 6680 M.M. 260 BOOK
1-3 WAS USED AS THE BASIS OF BEARINGS.
5 Wrigley, Irvine, CA 927 ta (714)83D-6801
BENCHMARK;
CHISELED 'X' IN SIDEWALK ON WEST
SIDE OF CA1v1ELBACK 21 o•+ NORTH OF
CENTERLINE OF CAMELBACK AND BISON
ELEV 134.73 DATE BY te::RiP1lON
REVISIONS
1.
GENERAL NOTES
THE CONSTRUCTION OF ALL PUBLIC IMPRO\IE~ENTS SH.~_L :8NFORM T8 THE
REQURFMENTS OF THE NEWPORT BEACH CONSTRUCTION STA~DARDS,
STANDARD SP[CIAL FROVISIONS, O[SIGN CRIT[RIA, STANDARD DRAWINGS
AN~ THE "STANCARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION",
1994 EDITIO~ AND SUFPI EMENTS.
2. STATIJNl~G REFERS TO CENTERLINE OF STREET.
3. EXISTING UNDrnGROU~D U IILI ll[S AR[ SHOWN AS PER AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THC:
ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEG NNING
CONS !RUCTION OF THE NEW FACILITIES.
4. CURB DATA REFE'iS TO FACE OF CURB.
5. ALL EXPOSED CCNCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL A),OINING CURBS AND WALKS.
6. ALL U~DE'<G'<JUND WORK SHALL BE COMPLETED PRIOR TO PAVIMG OF STREET
AND DRIVEWAYS.
7. PAVEMENT SECT ONS SHO'IIM ARE MINIMUM AhD SUBJECT TO REVISION ANO
APPROVAL CF T rlE CITY AS REQUIRED BY S81l TESTS -AKE~ AFTER
COMPLETION OF ROUGH GRADING.
8. SEWER, WATER AND STOR~ DRAIN LINE DISTANC,S SHOWN IN PROFILE AND
IN ESTIMATED QlANTITIES ARE HORIZONTAL DISTANCES.
9. THE CONTRACTJR SrlALL REQUEST INSPEC-iON ci;oM ThE PUBLIC WORKS
DEP~.RTMENT 48 10URS IN ADV.~NCE OF PERFORMING ANY WORK AT 6L4-
3311. T1E PUB_IC WORKS DEPARTMENT lhSPECTOR SHAL_ ft.LSD BE
NOTIFIED AFTER PLACEMENT OF 'ORMS AND PRIOR TC PLACEMENT 0' ANY
CONC'<cTE FO'< CJRB & GUTTER SO THAT THE FORMS CAN 3E CHECKED FOR
LINE A~D GRADE AND COMPARABIL TY WITrl EXISTING CO~STRUCTICN.
10. THE WALLS ,\ND FACE OF ALL EXCAVl,TIOhS GREATER THAN (5) FC:ET I~
DEPTH SHALc BE EFFECTVEL Y GJARDED BY A SHORING SYSTEM; SLOPING
OF THE GROJND OR OTIER EQUIVALE~T MEANS. TRENCHES OR EXCAVATIONS
LESS THAN FIVE (5) FEET IN D':PTH SHALL ALSO BE GJARDED WHEN
,XAMlhATION INDICATFD THAT HAZARDCUS GROl;NO MOV0 11ENT MAY BE
EXPEc·rn.
11. THE CONTRACTJR(S) SHALL DBTAI~ A PERMIT TD PERFORM EXCAVATIOM OR
TRENCH WORK AS DESCRl3ED IN NO. '. 0 ABOVE FROW CAL-OSHA.
12. ALL STORM DRA,N, SEWER AND WATER PIPES Sf-ALL B: BEDDED IN ACCORD
WITH CITY OF NEWPORT BEACH STD-106-L.
13. DUCTIL, IRON PIPE SHALL BE CLASS 52 ANO S,ALL HAVE AN 8 MIL LOOSE
POLYETHYLENE ENCASE~ENT AS FER SECTION 207-9.6.2 OF THE STANDARD
SPECIFICATIONS .
14. I HRUS i 8LDCKS Sr ALL BE INSTALLED ON ALL WA llR MAIN f I 1 liNGS IN
ACCOlJ WITH CITY OF l'"WPORT BF ACH STJ-510-l.
15. WATER MAINS SHALL HAYE A MINIWUM OF 30" 0° COVER FROM SUBGRADE.
16. ALL CONCRETE SHALL EE 560-C-3250.
17. SIOPE ANCHORS SHAL. BE PROVIJCD ON All I INES IN ACCORD WITH CITY
OF NEWPORT BEACH STD-314-L.
18. A CP WITH A D-LOAD CF ONE AND ONE HALF GREATER THAN REQLIRED
FCR R.C.P. MAY BE JS,D FOR ST8RM DRAINS.
19. THE CONTRACTOR SHAL' NOTIFY THE FIRE DPARTME~T 48 HOURS IN
ADVANCE OF SHUTTING OFF A~Y 'IRE HYDRANTS AT 644-3106.
20 THE FIRE DEPARTMENT SHALL BE NOTIFl 0 D 48 HCURS IN ADVANCE OF ALL
LANE CLOSURES.
21. A FIRE PROTEC-ION SYSTEM -HAT IS ACCEPTABL, TO -HE FIRE DC:PA'1TMl:NT
SHALL BE !NS,ALLED BY THE DEVELOPER AND TESED BY THE FIRE DEPARTMENT
PRICR -o STORAG: OF ANY COMBUST3'_E 11/,TERIALS OR START OF ANY
STRUCTlJRAL FR~.MING
22. ALL FLANGED :>iPE JOINTS SHALL BE J:JINED UTILIZING TPC: 316
STAINLESS STEEL NU-S, WASHERS AN) H,X HEAD BOLTS. GASKETS SHALL
BE c· JLL -r A.ClD, CLO I H Rl!Nr ORCI-.D :JUNA-N RU33,R
23. FL,X AND TRANSITON COU 0 .INGS USED TO JOIN PIPE IN WATCR MAIN
CO~ST'<UC"IOf; SHALL HAVE AL. THREADED PARTS A~D JOl~l~G HARDWA'"
FAB'l,CATED FROII TYPE 316 STAINLESS STEEL.
24. l'IP[ 1ARNESS ASSEMBLIES, VA.VE AND FIITIMG RlSIRA!N!S AND
SH,ICKLE-CLAMP A.SSEMELIES Sr ALL BE JOINED UTIL ZiNG TYPE 316
s,AINLESS STEEL ALL TrREAC ROC, NUTS, BOLTS Al,C WASHERS. CLAl!PS,
SHA.CKLES A~D OTHER HARDWARE MY 3, CARBO~ STEEL OR DLCT!L: IRON
WfERE APPROPRIATE, BJT 1iusT BE COATE) LIBERALLY WIT7 CORROSION
PROTECT VE MASTIC C:JMPOUND.
25. BOL-0D CONNECTORS FA3RICAT'D rno1i TY0 E 316 ST.41N'ESS STEEL SHALL
HAVE -,REA)ED PARTS COAT[D LIGCRALLY WITII AN APPROVED AN--SEZE
COll 0 :JJ~).
26. ALL EOLTE) ANJ THREACED FASTrnERs SHALL EE MANUFfa.CTLRrn IN THE
Ul,ITE) STAT:S :JF ~MERIC,1 AND SHfa.LL CON'0'<\1 TD THE MINIMUI/
REQUIREMENTS FOR STRENGTH, MATERIAL CONS-RUCTION AND DIME1,S1011 AS
cSTABUSHED BY TrE ASTM AND THE A~S SPECIFICAllONS. ALL
FASENERS SHALL BE ACCOIIPAMl:D EY WRlr-:N CERWICMION F.,OM TH,
MANJ,ACTUR[R STAT!~G COM~_IA~C[ WITII TII[ faPPROPRlfa.T[
SPEC' CA TiONS.
FIRE SERVICE PLAN
1177 CAMELBACK STREET
LOT 6 TRACT NO. 6680
MINI-U-STORAGE
CITY OF NEWPORT BEACH W-SZ:34--&
UTILITIES DEPARTMENT SHEET 1 OF 2
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1\1'.MF K,\.JnB\S4570\UTJLITY D1,/G LATE: AUG 07, 1994 T,ME: 3:33 r'M
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MAGNETIC
EX!Sll --------
ISLAND
LENGTH
AS REQUIR
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10'
5 Wrigley, Irvine, CA 92718
EX/SI/NG CDRB
D GUTTER
(714)830-6801
_\""!1,1,~,z:,_,.,_,.,,,,,.,Cc:,•.,.,_.,:.fix.,,,_.:::un,o,;~"'~lo'""' ..C..,=, ____ DA TE "I-!--, ':I
VlfKE:NT W. SCARPATI RCE NO. 3352::J
,Y DESCi11flTIDt-.
REVISl8NS
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CONSTRUCTION NOTES
(}) 12·x10· REDUCING TRANSITION COUPLING (12"DIP X ,a· ACP ROUGH BARREL)
12' LONG CENTER SLEEVE AND STAINLESS STEEL HARDWARE
12" CLASS 52 DIP IN 8 MIL POLYETHYLENE ENCASEMENT
CONCRETE THRUST BLOCK PER APPLICABLE PORTIONS OF STD-510-l
12• X 12" MJ X FE TEE WITH RETAINER GLANDS
12• FE X MJ BUTTERFLY VAL VE WITH RETAINER GIAND
12• FE X MJ ADAPTER WITH MJ RETAINER GLAND
12• X 6" FE X FE TEE
12• X 5• FE X FE REDUCER
6" FE X MJ BUTTERFLY VALVE WITH MJ RETAINER GLAND
0 6" CLASS 52 DIP IN 8 MIL POL YETHYlENE ENCASEMENT
1 6" X 4' X ?-1(2' X 2-V2" FIRE 20RANT PER STD-500-L s·: ~-0 011""' eu. (Fe-X F£
(u" DBL CHECK DETECTOR BACKFLOW 1/EVENTION ASSEMBLY PER STD-517-L
UTILITY EASEMENT GRANTED TO THE CITY OF NEWPORT BEACH
SIAMESE PUMPER CONNECTION (3' CLEAR OF BACKFLOW DEVICE)
CONSTRUCT TRENCH RESURFACING AND PIPE BEDDING PER
CITY OF NEWPORT BEACH STD-105-L AND STD-106-L
l[Z) REMOVE AND RECONSTRUCT MEDIAN ISLAND CURB AND STAMPED
CONCRETE IN KINO TO THE SATISFACTION OF THE CITY ENGINEER
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DATE ,of,.lq:!: ~A//-t:/-SW~
A'P'D DFSIGNFD DRAW'./ CITY OF NEWPORT BEACH a/-5234-S
' CHE:KEJ JA:[ UTILITIES DEPART,IENT SHffT 2 OF 2
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