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SEE 51/EET C-f FOR
Jf'EMOl<'U. ¢ COA/STRt.c770N
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FOR REDUCED PLANS -ORIGINAL SCALE IS IN INCHES
•
0 1 2 3
ALT. I e: 2.
DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS
12 ORA 001 19.8{21.4 48 157
RE !STEED CIVIL ENGINEE
2-1-89
~ . MCDONALD ,..,
PLANS APPROVAL DATE
ROBERT BEIN, WILLIAM FROST & ASSOCIATES
P .O.BOX 19739 14725 ALTON PARKWAY
IRVINE, CALIFORNIA 92718 (714) 472-3505..,,
"" No. 29464
xp. 3/31/91
lv0Tf6:
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2.
3.
EXISTING UNDERLYING P.C.C. PAVEMENT (12" TO 15" COVER) SHALL BE
REMOVED WITHIN MEDIAN AREAS THAT ARE B' OR GREATER IN
WIDTH.
REMOVALS AND RELOCATIONS FOR STORM DRAIN AND TRAFFIC SIGNAL,
SIGNING, & STRIPING ARE SHOWN ON THE CONSTRUCTION PLANS.
EXACT LIMITS FOR REMOVALS AND RELOCATIONS ARE SHOWN ON THE
LAYOUT PLANS AND CONSTRUCTION DETAILS.
PLAN
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DIST. COUNTY ROUTE POST MILES
TOT AL PROJECT
SHEET
NO.
TOTAL
SHEETS
12 ORA 001 19.8/21.4 50 157
REISTUD CIVIL ENGINEER
PLANS APPROVAL DATE
2-1-8")
ROBERT BEIN, WILLIAM FROST & ASSOCIATES
ii "" No. 29464
p. 3/31/91
P.O.BOX 19739 14725 ALTON PARKWAY
IRVINE, CALIFORNIA 92718 1714) 472-3505
1
2
3
CONSTRUCTION NOTES:
PROTECT IN PLACE. TO BE RELOCATED OR ADJUSTED BY OTHERS.
REMOVE EXISTING AC BERM.
REMOVE EXISTING PCC CURB AND GUTTER/CROSS GUTTER.
REMOVE EXISTING PCC SIDEWALK/DRIVEWAY.
SAWCUT ANO REMOVE EXISTING AC PAVEMENT.
REMOVE EXISTING WOOD FENCE AND BRICK PILASTERS.
REMOVE EXISTING WOOD/CHAIN LINK FENCE.
REMOVE MISCELLANEOUS POLES.
REMOVE EXISTING MEDIAN ISLAND.
REMOVE BLOCK WALL AND FOOT1NG.
RELOCATE FIRE HYDRANT PER CITY OF NEWPORT BEACH STD.-500-L.
3 RELOCATE WATER METER PER CITY OF NEWPORT BEACH ST0.-502-L AND
STD.-503-L 14
1
REMOVE.
RELOCATE. CONSTRUCT CHAIN LINK FENCE ANO GATES {TYPE CL-6) PER CT. STD. F-10.
RELOCATE STREET LIGHT PER C!TY OF NEWPORT BEACH ST0.-2Dl·L,
ST0.·204-L AND ST0.-205-L.
k/OTES•
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2.
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[IISTJNG l.l!(OERLYING ~.c.c. PAVEMENT
~[MOVED IIITHIN MEDIAN AREAS
IIJDTH.
(12" TO 15" COVER) SHALL BE
THAT ARE B' OR GREATER IN
Ul'llV~LS NIil RELOCATIONS FOR STORl1 DRAIN AND TRAFFIC SIGNAL,
SIGNING, I STRIP!~ AA[ SHOWN Off THE CONSTRUCTION PLANS.
[lACT ll"JTS r[>R R[l'llVALS All!J RflOCATIOffS ARE SHOIIN Off TllE
LAYOUT PLANS AND C()l(STRUCTIOII DETAILS.
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REMOVAL / RELOCATION PLAN
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POST MILES
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19.8/21.4'
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FOR REDUCED PLANS O 1 2 3 -
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ROBERT BEIN, WILLIAM FROST & ASSOCIATE
Exp. 3/31 /91
P .O.BOX 19739 14725 ALTON PARKWAY
IRVINE, CALIFORNIA 9271B 1714) 472-3505
GAS MAIN
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POST MILES DIST. COUNTY ROUTE TOTAL PROJECT
SHEET TOTAL
NO. SHEETS
12 ORA 001 19.8/ 21.4. 53
RE~ CIVIL ENGINEER
PLANS APPROVAL DATE
ROBERT BEIN, WILLIAM FROST & ASSOCIATE
I P .0.BOX 197 39 14725 ALTON PARKWAY
. IRVINE, CALIFORNIA 92718 (7141 472-3505
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29464
xp. 3/31/91
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12 ORA 001
RE~ CIVIL ENGINEER
TOTAL PROJECT NO. SHEETS
19.0121.4 ss· 1s1
~ 0' "' 'I!] J. MCDONALD
::-:-:-:-:-,:--:-==',t'-~-:-cl--:--:-c"-B~~-=-==-------· /i:r 29464 PLANS APPROVAL DATE • I No.-----1------------------....... \• i< Ex . 3/31/91
ROBERT BEIN, WILLIAM FROST & ASSOCIATES ~ ,J> p CIVIL
P.0.BOX 19739 14725 ALTON PARKWAY ~c -<;)~
IRVINE, CALIFORNIA 92718 (714) 472-3505 -:.}!!__!:_~~
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CONSRUCTION NOTES
8" ACP (CLASS 150)
12" ACP (CLASS 150)
6" ACP (CLASS 150)
4" ACP (CLASS 150)
12" DIP (CLASS 52)
8" RT BUTTERl'LY VALVE PER CITY 01' NEWPORT BEACH DWG.
NOS. STD-511-L AND STD-507-L.
12" RT BUTTERFLY VALVE PER CITY OF ~EWPORT BEACH DWG.
NOS. STD-506-L, STD-508-L, AND STD-511-L.
6" !'LG X RT BUTERFLY VALVE PER CITY OF NEWPORT BEACH
DWG. NOS. STD-51 I-LAND STD-507-L.
4" FLG X RT BUTTERFLY VALVE PER CITY OF NEWPORT BEACH
DWG. NOS. STD-511-L AND STD-507-L.
2" AIR AND VACUUM VALVE PER-CITY OF NEWPORT BEACH
DWG. NOS. STD-511-L AND STD-515-L.
6" RT BUTTERFLY VALVE PER CITY OF NEWPORT BEACH DWG.
NOS. STD-Sll-L, STD-506-L, AND STD-508-L.
12" RT 45° ELBOW WITH THRUST BLOCK PER CITY OF NEWPORT
BEACH DWG. NO. STD-510-L.
4" RT 45° ELBOW WITH THRUST BLOCK PER CITY 01' NEWPORT
BEACH DWG. NO, STD-510-1.. -
12" 90" ELBOW WITII MJ ENDS AND RETAINER GlAi'!DS AND
THRUST BLOCK PER CITY OF NEWPORT BEACH DWG. NO. STD-• • -
510-L
8" X 12" RT REDUCER (CONCENTRIC) WITH THRUST BLOCK PER
DETAIL NO. 8 SHT. W-5. •
12"' MJ 45° ELBOW WITH RETAINER GLANDS AND ANCHOR BLOCK
PER CITY OF NEWPORT BEACH DWG. NO._STD-5IO-L AND STD-
506-L.
12" MJ 22-1/2° ELBOW WITH RETAINER GLANDS·AND ANCHOR
BLOCK PER CITY OF NEWPORT BEACH DWG. NO. STD-510-L ANfl
STD-506-L AND AS SHOWN IN DETAIL NO. 6 Sflli. W-5. ~ 'I. Q I2" X 6" RT X FLO TEE WITH THRUST BLOCK PER CITY OF
"> ~ NEWPORT BEACH DWG. NO. STD -510-L.
\. G 12" X 4" RT X FLG TEE WITH THRUST BLOCK PER CITY OF ( · V NEWPORT BEACH DWG . .NO. STD-510-L. •
. \......_@ 8" x 4" REDUCER (CONCENTRIC) WITH THRUST BLOCK PER
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G 12" X 12"' RT TEE Willi THRUST BLOCK PER CITY OF NEWPORT , ~ BEACH DWG. NO. STD-510-L.
12" X 6" RT REDUCER (CONCENTRIC) WITH THRUST llLOCK PER
DETAIL NO. 8 ON SHT. W-5.
1\
, ' / "-' @) 4' RT OFFSET WITH THRUST BLOCK PER CITY 01' NEWPORT
BEACH STD-510-L FOR 45° ELBOW.
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9 I 1/2" WATER SERVICE PER CITY OF NEWPORT BEACII DWG. NO.
STD-503-L.
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2" WATER SERVICE PER CITY OF NEWPORT UEACII OWG. NO.
STD-503-L.
12" RT X FE ADAPTER
12" X 8" FE X FE CONCENTRIC REDUCER WITH THRUST BLOCK
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PER DETAIL NO. 8 ON SHT. NO. W-5.
8" FE X RT ADAPTER
8" RT 45° ELBOW WITH THRUST BLOCK PER CITY OF NEWPORT
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BEACH STD-510-L.
8" FLEXIBLE COUPLING ✓
4" FLEXIBLE COUPLING
12" FLEXIBLE COUPLING
REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN AS
REQUIRED FOR CONSTRUCTION.
SAWCUT, REMOVE AND REPLACE EXISTING CONCRETE IN KIND
AS REQUIRED FOR CONSTRUCflON.
DISCONNECT EXISTING WATER SERVICE LAIERAL AND
RECONNECT EXISTING WATER SERVICE.
RELOCATE WET BARREL FIRE HYDRANT PER MOil. CITY -01'
NEWPORT BEACH DWG. NO. STD-500-L.
8" FLEXIBLE COUPLING. /
REMOVE EXISTING METER AND METER BOX AND BACKFILL
WITH NATIVE SOIL.
PLUG REMAINING OPENINGS IN EXISTING LATERAL AND
ABANDON IN PLACE.
REMOVE EXISTING 4" ACP AS REQUIRED FOR NEW CONNECTION.
PLUG REMAINING 4" ACP TO BE ABANDONED AND MAKE
CONNECrION TO EXISTING 4" ACP.
SALVAGE AND INSTALL4" WATER METER AND BOX PER CITY OF
NEWPORT BEACH DWG. NO. STD-514-L
CONSTRUCT STEEL CASING AS SHOWN IN DETAIL NO. 10 SIIT.
W-6.
12" AC RB X DIP TRANSITION COUPLING.
8" AC RB FLEXIBLE COUPLING.
12" X 8" RT X RT TEE WITH THRUST BLOCK PER CITY OF
NEWPORT BEACH STD-510-L
12" X 8" FE X RT TEE WITH THRUST BLOCK PER CITY OF
NEWPORT BEACH STD-510-L
12" RT X FE BUlTERFLY VALVE PER CITY OF NEWPORT BEACH
STD-506-L, STD-508-L AND STD-511-L.
8" FE X RT BUTTERFLY VALVE WITH THRUST BLOCK PER CITY
OF NEWPORT BEACH STD-507-L AND STD-511-L.
12" X 12" FE X FE BUTI"ElffLY VALVE WITH THRUST BLOCK PER
CITY OF NEWPORT BEACH STD-507-L AND STO-511-L
12" X 12" FE X FE IBE WITH THRUST BLOCK PER CITY OF
NEWPORT BEACH STD-507-L AND STD-510-L
INSTALL 3" POLYETHYLENE GAS LINE.
CONSTRUCT CONDENSATE TRAP PER DETAIL NO. 1l SI-IT. W-6.
CONSTRUCT4" PERFORATED PVC AS SHOWN ON DETAIL NO. 12
SHT. 6.
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GENERAL NOTES
1 GAS MAIN SHALL HAVE A MINIMUM OF 42' OF COVER
2 STATIONING OF GAS MAIN IS BASED ON THE CONST. CENTERLINE OF PACIFIC
COAST HIGHWAY
3 ALL ELEVATIONS SHOWN ON THESE PLANS ARE IN FEET ABOVE USC & GS MEAN
SEA LEVEL (MSL)
4 ALL BUilIED STEEL & IRON GAS PIPING SHALL BE ENCASED WITH LOOSE WRAPPED
8 MIL. POLYETHELENE. ALL METALLIC RISERS SHALL BE WRAPPED WITH
APPROVED PIPE WRAP TAPE
WATER AND GAS MAIN PLANS
W-5
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I ALL <l:!.TEEL CAg/NG PIPE u'OINTS .S/-14Ll
BE WELO~O FULL Cll?CU/WFERcAICE.
2 C..LISl/4/G ~NO .S~Ac.., Pc./CO TVPF640
OR APP'D F(?UAL... ( TVP ~,LICH END)
3 <'.1/~ 24" 0.CJ. S7Z=eL P/PE
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IFORM DC-OE-92-PF (REV. 1/86) 8639443
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TR'ANSIT10N Pl&OF
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3.,-PE GAS UA/§"' ~B
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CONCR't?TE /WETei'R' BOX,
BROC'KS NO .37
ANO I" ,1/IPP'LE
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OETAIL NO. t I
N.T.S
G4B l/N,f'" COAl.t?G"AISATION TPAP
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES
0 1 2 3
ALT. I a:: 2.
DIST. COUNTY ROUTE POST MILES SHEET TOT AL
TOTAL PROJECT NO. SHEETS
12 ORA 19.8/.2-1.4 56 157
: CIVIL ENGINEER
c/OIA/ EY/.ST 3"' 6.4S UAIE
PROPL..OCLJTION' 0. 7 IA///.
CO✓vOENSATIOrV T~AP
PACIF/C
COA57
HIGHWAY
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8 MIL ?Ot YcTHYLE/VE SIIEET \
ON .5/0EW.dtK 4/VO C{IR/3 5t/8G?40£j
4 11 1"'£RF0R.4TE:-"O .POLVFTIIYLE;I/E 6'A5 /?/ff
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.SeCTION G -G
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13.AL.80.A
COVE,5
WATER AND GAS MAIN PLANS
W-6
CL) 12-209 EA 023761
J.N 23~27
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