STREET IMPROVEMENT GENERAL NOTES CITY OF LOMITA WATER GENERAL NOTES ATTACHMENT 2
1. ALMORAO PARE THE CONTRACT PROTE PRESIDEN
NARBONNE SOUTH WATER MAIN
2 AUTORESEE FACES SHALL CONFORM IN GRADE CLOR AND FIMSH TO REPLACEMENT AND STREET 2 RITEN APROVAL FROM TREEN NEED ARMORE HE RECONSTRUCTION PROJECT
ALL MATERIALS AND METHOCE ARE SUBJECT TO THE APPROVAL OF THE CITY
UND COME TO PER TRACTOR MAUST PREPARE
PROJECT NO. 374
3%. ALESED ORE BITE PARE CONTRACTOR UPON COMPETENT ARRANCO TOM
PROJECT SITE
34 SECOND WIDEL PROTE RECORD DAN TO THE CET BREEDER OF CER SHALL BE STALLEO LESTRANGE THELET INDE OF METERS CROCTECTOR * ALL FLANDE NUTA, BOLTO ANO VARSHERS SHALL BE 3N 9.8, UNLESS OTHERWE SHOAN. *THES AT SPENDE DEBRASI STREET WHE STREET SACCANO PAVEMENT LEGEND
ROMES TEMPORARY COVERSTRET SWEEN SENS VATHA
AC OVERLAY
NARBONNE AVENUE SHERIFF SUBSTATION
3. STATIONINO REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE SEE SHEETS 3-9
40. MBRATORY EQUPMENT SHALL NOT BE USED OVER THE CHEVRON PPEUNE.|
SONTRACTOR TO URE LAYIN AREA AR ROEGEIED BY THE CITY CELONITA PEA CHICATION SECHON 312
CITY LIMITS
UNDERGROUND UTILITIES AND STRUCTURE
SHEET INDEX
LOCATION MAP
NOT TO SCALE
- 388}
ABBREVIATIONS LEGEND
10. TOENTROL ASLURN LEGATE ME AND A AL ETESTINE MEANECH CUST PHAT CONDOSTE PONDRPOLE SONH
SENER OR STORE CRAP SUNILE UTILITIES CONTACTS
19. LOCIES EXCED IS MIES PER HOLESCNTINED WHEN SUSTANED WILD PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SSHH FREDRANT 20 NOSE IN A SEE ESTER THAT PRECHT OF WAY WATOR METER CREATER CLUE BUT NOT MONGO CONCERNEO AMAN E ON HOURS PRISE TO
WATER VALVE
PROP WATER VALVE
NEGONSPECTOR ALL DE PLACED WEIKUT PRER WETTEN APPROVAL OF
SURVEY MON NONT
ROPOO CEVENT OCHCRETE ฿
# PROP COURIND
PROP WATER MAN CAP
DASTNO RIGHT OF WAY
CENTERUNE
City of Lomita Maia Master pos MARBONNE SOUTH WATER MAN REPLACEMENT AND
PUBLIC WORKS DEPARTMENT STREET RECONSTRUCTION PROJECT
DE30O NARENNE AVENUE, LOMITA CA TITLE SHEET
Keenal before you do. 374
more me mine vide 13
100% SUBMITTAL
CONSTRUCTION NOTES:
© PROTECT IN FLACE ITEM AS NOTED)
COLD MILL 4,5" EXISTING AC PAVEMENT SECTION (AG ANDIOR ABAS EXISTS) 3 INSPECT EXPOSED UTILITY TRENCHES AND PATCHES. REPAIR AND REPLACE AS REQUIRED * TAPER AC PAVEMENT THROUGH 6 PARKING LANE TO AT LIP OF GUTTER • CORTURICT A0° ASPHALT CONCRETE BASE AND LEVEL SURFACE (TYPE 8 PG 8410. 7 MANNUM ASGREGATE CARAT TEAL HOT MIX ASPHALT WEARING SURFACE OVERLAY (TYPE B PG 8710. • SEE SHEET 10 FOR TYPICAL TRENCH DETAIL. SEE SHEETS & THROUGH 10 FOR WATER MAN
REPLACEMENT PLANS
LEGEND
TARA SECTION I CONSTRUCTON NETH AG OVER VARNELE DEPTH OF AB IREFER TO 1+94 TO 17+90
NOT TO SCALE
PREPARED BY: CITY OF LOMITA
City of Lomita Prepered Under The Supertion Of : Main Mart pare NARBONNE SOUTH WATER MAIN REPLACEMENT AND 1215 PUBLIC WORKS DEPARTMENT STREET RECONSTRUCTION PROJECT 2430 MARCH EVE, LONTA CA TYPICAL SECTION 374
NO PORCH; CAYS BEFORE YOU DID TEL. 9101525-7110 FAX. (310) 325-4021 100% SUBMITTAL
CONSTRUCTION NOTES:
COLD MILL 4,5° EXISTING AC PAVEMENT SECTION (AC ANDOR AB AS EXISTS) * INSPECT EXPOSED UTILITY TRENCHES AND PATCHES, REPAIR AND REPLACE AS REQUIRED SHINIT • TAPER AC PAVEMENT THROUGH & PARKING LANE TO LIP OF GUTTER MAXIM AGA GATE BASE BASE AND LEVEL SURFACE TYPE B POGATO.
SUBSTATION
1110 COMMUM AT REGATE MATURED AL HOT MIX ASPHALT OVERLAYITYPE B PO 6410. 7 EXIST CITY RA- 103003-00
EXIST EG— ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE, SEE GENERAL NOTES *3.
ADJUST WATER VALVE BOX AND COVER TO GRADE
б ADJUST GAS VALVE BOX AND COVER TO GRADE
SE FOR ANEMENT ELECTRICAL (SCE) MANHOLEVAULT FRAME AND COVER TO BE ADJUSTED TO GRADE BY OTHERS
PASTION DETAT: SER SHEMENT PITY CAL TRENCH DETAN. SEE SHEETS & THROUGH TO FOR WATER MANY MATCH LINE STA 09+50
00000 I TAPER AC PAVEMENT THROUGH TRANSITION LENGTH TO 0° AT EXISTING PAVEMENT TIE-IN
NOTE- NARBONNE AVE LEGEND
41/2° COLD MILL, 5 AC LEVEL COURSE (REFER TO CONST NOTES 1, 2. 3. 4) CONSTRUCT 2 AC OVERLAY (REFER TO CONST NOTE 5)
EXIST CITY RA-
SONY, 0,
CONSTRUCT FULL DEPTH AC OVER VARIABLE DEPTH OF AB (REFER TO M430L03.c8n CONSTRUCTION NOTE 10)
OVERLAY PANEER THROATEN TRANST LET PER PAS TOO
TO MEET EXISTING PAVEMENT. SEE PAVEMENT TRANSITION DETAIL HEREON.
GENERAL NOTES:
CONTRACTOR SHALL GRADE AND COMPACT ANY EXPOSED ACCREGATE RASE IF
CONTRACTOR SHALL CONTACT AND NOTIFY LACSD FOR ADJUSTMENT OF MANHOLE FRAME
EXIST CITY W EXIST CITY RA- CONTRACTOR SHALL COORDINATE AND NOTIFY CHEVRON TO CONFIRM THEIR EASEMENT EXIST FC.
EXIST CL. EXIST CL DETAIL
HEREON
DOP DOP
MATCH LINE STA 09+50
00000 PAVEMENTER PUN
DrOP
TO BE TRAINED
NARBONNE AVE
EXIST CL- STA 17+89.76
EXIST FC.
L-.
EXIST CALTRANS RM XIeYING PAVEMENT
7853-006-163
SECTION DETAIL FOR PAVEMENT TRANSITION
CITY OF LOMITA
OF LOMIN City of Lomita NARBONNE SOUTH WATER MAIN REPLACEMENT AND 15 PUBLIC WORKS DEPARTMENT STREET RECONSTRUCTION PROJECT 24300 MURECINE AVENLE, LOMITA CA LAYOUT PLANS
CALIFORANY Marie Mat _Dote: 3/06/2065 NARBONNE AVENUE 374 TEL. (3809305-7180 FAX. (3101321-0024 VARE MAESTON RCE. 38798 STA. 1+93.94 TO STA. 17+89.76 more me mine vide з х 13 →1)
100% SUBMITTAL
SIGNING AND STRIPING GENERAL NOTES (FOR SHEETS 4-5)
-CONSTRUCTION PERMITS SHALL BE ORTAINED FROM THE CITY OF LOMITA PUBLIC MORKS DEPARTMENT PRICE
TO THE START CE ANY WORK INSOECTION CCORDINATION SHALL RE REDUESTEN ATI FAST WORKING DAYS PRIOR TO THE START OF ANY WORK WITHIN PUBLIC RIGHT-OF-NAY.
PROPOSED ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAEFIC CONTROL SHALL CONFOR TO THESE PLANS
AND SPECIFICATIONS, LATEST EDITIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES, LATEST ECITION
SUESTATION
. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT ALL LEFT TYPE NARROWS PROTECT ALL EXISTING SIONS. UNLESS OTHERWSE SHOWN ON THE PLANS, SIONS AND SIGNPOSTS THAT ARE REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY OF LOMITA PUBLIC WORKS YARD.
NO BIE ANE APPRIAT EXIST RW-
EXIST EG- • EXIST WS-1 SION
5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC IN ACCORDANCE WITH THE GREENBOOK SSPNT: 214-5.
•REMOWE ALL EXISTING CONELICTING TRAFEIC STRIPING MARKING ARRONMOR CHANNELIZER AS NOTED.
OW LEFT MALING DAER DAVEMENT MARKERO GYRIDING AND DALEMENT MASKING YODE PENAUER CHALEN MATCH LINE STA 09+50 REMOVALS SHALL BE REPAIRED PER APPROVAL OF THE CITY ENGINEER AT NO COST TO THE CITY.
BEL
7. CONTROL POINTS OR CAT TRACKING" SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION
DE PAVEMENT STRIPING AND LEGENDS, NOTIEY THE CITY AT LEAST TWO DAYS PRIOR FOR APPROVAL OF CAT
SEE TRACKING -
245 ©
6)1.250 STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS (R81(CA) SPECIFICATIONS.
REIA(CA)
NARBONNE AVE 9. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CALIFORNIA MUTCD SECTION 38.11 AND FIGURE 38-102(CA).
O. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD WHO SHAL
DROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAN FILES TO THE CITY ENGINEER
11. CROSSWALK SHALL BE 11 WIDE BETWEEN 12° STRIPES AND SHALL BE CENTERED TO THE HANDICAP RAMP UNLESS OTHERWISE SHOWN.
12. INSTALL NEW TYPE E LOOP DETECTOR AND SPLICE TO EXISTING DC AS SHOWN IN ACCORDANCE WITH CALTRANS SPECIFICATIONS. EXACT LOOPS AND PULL BOX LOCATIONS TO BE VERIFIED AND CONFIRMED BY THE CONTRACTOR. CONTRACTOR SHALL COORDINATE WITH CALTRANS. LOOPS MUST REMAIN ACTIVE DURING
CONSYRUCTION
13. TRAFFIC STRIPING AND PAVEMENT MARKERS SHALL BE INSTALLED PER THE LATEST CALTRANS STANDARD PLANS A20A TO A24F. SEE CONSTRUCTION NOTES FOR DETAIL NUMBER.
CONSTRUCTION NOTES
AND BIKE LANE ARROU
N GREEN BOX (132" X 60")
INSTALL WHITE BIKE LANE
I SYMBOL WITH PERSON * INSTALL TYPE IV (L) ARROW
AND RIKE LANE ARRONS • INSTALL 4" OOUBLE YELLOW, PER DETAIL 22 PER CALTRANS EXIST CL- IN GREEN BOX (132' X 607) G1243
INSTALL THO-WAY OF * INSTALL &* YELLOW TIC-WAY LEFT TURN LANE, PER DETAIL 32 PER
GET TUDE MI ARRANE
INSTALL 8° WHITE CHANNELIZING LINE, PER DETAIL 38 PER CALTRANS INSTALL 4* WHITE PARKING LANE
MATCH LINE STA 09+50 SEE ABOVE RIGHT 12. -4 MATCH LINE STA 18+50 SEE SHEET 5 INSTALL E WHITE BIKE LANE, PER DETAIL 39 PER CALTRANS INSTALL 6" WHITE DASHED BIKE LANE, PER DETAIL 39A PER CALTRANS INSTALL 11 WIDE WHITE CONTINENTAL CROSS WALK WITH 2 STRIPES G • INSTALL EIKE SHARE
R81(CA) B
INSTALL 6° WHITE SOLID LINE. PER DETAIL 278 PER CALTRANS
1.018 кІст дІ NOTALL TYPE MIRI
INSTALL WHITE BIKE LANE O © ARROW WORKS ACTING SIGN AND DELIER TO CITY OF LOMATA PUBLIC NARBONNE AVE RA 13- I3 R3-7
320(CA) @ BIKE SHARE
N GREEN BOX (132 X 60) 50 GREEN STRIPING SANDRO PLAN ARE OR ARONS AS NOTED, PER CALTRANS
N GREEN DOX
(132" X 60) INSTALL SIGN(S) AND POST AS NOTED
SEE NOTE 12-
EXIST EXISTING
CITY OF LOMITA
City of Lomita Prepared Under The Supervition Of Hain
NARBONNE SOUTH WATER MAIN REPLACEMENT AND
PUBLIC WORKS DEPARTMENT STREET RECONSTRUCTION PROJECT
DE30O MARBONNE AVENUE, LOMITA CA SIGNING AND STRIPING PLANS Maria Mando Cere 10000s NARBONNE AVENUE 374
VARE MAESTON RCE. 38798 STA. 1+80.89 TO STA. 18+50.00
more me mine vide Prene: 714005.45C0 4 " 13
100% SUBMITTAL
132-
EL INSTALL TYPE IV (R) ARROW INSTE SAND WITH PERSON CENTERLINE OF BIKE LANE • INSTALL EIKE SHARE ARROW
INSTALL TYPE IV (L) ARROW * STOL BIKE SHARE
EXIST RW- 60
3175 2 INSTALL TYPE IV (L)
25625 NARBONNE AVE EXIST CL-
EXCEPT 3 R28(CA) 1261
O 225
1 7 GREEN
MATCH LINE STA 18+50 SEE SHEET 4 14-12
WHITE EIKE LANE ARROW-
- WHITE "BIKE" SYMBOL
®120 LET A PEN ARRONS
- 120 3 271•
BIKE BOX DETAIL
BUS ONLY NOT TO SCALE
INSTE SYNOT MITH PERSON 245 GREEN STRIPING
N GREEN 80X 137% 80)
GREEN PREFORMEO THERMOPLASTIC
_DETAIL 30A
CONSTRUCTION NOTES
DETAIL 394
• FROM FIRE NORANT PER CALIFORNIA INTO SEA A RES
• INSTALL A DOUBLE YELLOW, PER DETAIL 22 PER CALTRANS
CALTRAN YELOW THOUSAY LEFT TURN LANE, PER DETAL 32 PER
DISTANCE AS SHOWN ON PLANS
3 INSTALL & WHITE CHANNELRING LINE, PER DETAIL 38 PER CALTRANS → INSTALL & WHITE PARKING LANE
• INSTALL E WHITE BIKE LANE, PER DETAIL 39 PER CALTRANS BIKE LANE CONFLICT ZONE DETAIL
A PUBLIC MORES VARNE SAMAND DELVER TO CITY OF LOMITA
BANENERO ARE OR AROUS AS NOTED, PER CALTRANS
(S INSTALL SINIS) AND POST AS NOTED
EXIST EXISTING
VERO BICO DENS EARNE: CITY OF LOMITA
City of Lomita Prepared Under The Supervitin Of : Main Marton mons NARBONNE SOUTH WATER MAIN REPLACEMENT AND PUBLIC WORKS DEPARTMENT STREET RECONSTRUCTION PROJECT 767075 24300 MARCHE BENE, LOMITA CA SIGNING AND STRIPING PLANS Maria Mando Cere 10000s 374
VARE MAESTON RCE. 38798 STA. T8+50 TO STA. 24+00
NO PORCH; CAIS BEFORE YOU DID TO.. (38033057130 FAX. (16)32640028 5 = 13 a 100% SUBMITTAL
25.00 180- + 180
- 12) EX, 4 PAC ELEC
PROPOSER AN
EX. 1* TEL** EX IE STEEL GAS
PROFILE
NARBONNE AVE
STA 20+00 TO STA 25+00
VERTICAL SCALE: 1'=5
- 150 HORIZONTAL SCALE: 120
1700
21+00 23-00 24+00 25+00
2000 /
7553|
7553-003-903 7553-003-114
-902
MATCH LINE STA. 25+00 SEE SHEET C-2
CONSTRUCT 8" PVC 7553-005-003
553-005-4034 - 071)|
(C900) PIPELINE
PLAN NOTES TO CONTRACTOR:
NARBONNE AVE 1. COAT ALL BURIED METALLIC COMPONENTS PER SSPC SPEC SECTION 210 STA 20+00 TO STA 25+00 • RIPIENROITS SHAI RE SIR STAMIECE STEEI GRADE PM RIPIEN MUTE CHAI RE SIRSYAN ESC STEEI CONSTRUCTION NOTES CRANE 8S
CONSTRUCT & PVC C900 OR C9OS OR 14 PIPE PER CITY OF LOMITA STANDARD PLANS ABANCON EXISTING WATERMAININ PLACE. FILL WITH 1-SACK SLURRY CEMENT MIX. 3. PLACE AGGREGATE BASE PER DETAIL 1. SHEET C-5. AC PAVEMENT PER ROADWAY PLANS.
AND PROJECT SPECIFICATIONS. TRENCHES PER DETAILS 1 & 3, SHEET C.5. CONCRETE NOTES THAN S THEN AND ABANDONG PORTIONS. PLUS WITH
RECONNECT EXISTING FIRE WATER SERVICE TO EXISTING VAULT, CONTRACTOR TO VERIFY
LOCATION AND SE ANATOLY NATE VAINE SIRM CANADEYE CHOAD DIARY AND CONC0031 122 CADAD ANET 5•1 52272309 5. PROTECT AND RESTORE LANDSCAPE MPROVEMENTS IF DISTURBED DURING CONSTRUCTION.
RESTRANEN SOLOMER GIAND PER CITY OE ICUIYA STANDARD PLAN MLIKE
6. MAXIMUM ALLOWED JOINT DEFLECTION FOR PVC PIPE SHALL NOT BE GREATER THAN THREE DEGREES.
CONSTRUCT 1.5 WATER SERVICE TO EXISTING WATER METER WITH NEW METER BOX AND COVER PER V-101 AND W. 103. CONSTRUCT 8* D. BEND (DEFLECTION ANGLE AS SHOWN WITH THRUST BLOCK PER 7. PROTER PLACE AN EVEN PROVENTS DALLALE TEA, DAN PIPES.
CITY OF LOMITA STANDARD PLAN VIL140.
CONSTRUCT 2 WATER SERVICE TO EXISTING WATER METER WITH NEW METER BOX AND COVER FRUIT AND WIM. MONSTRIAY "HAN SIRE TRANSITISN COUPLING GRAPHIC SCALE & ALL BURIED PIPE SHALL HAVE 42° MIN. COVER EXCEPT AS SHOWN ON SHEET C2.
REMOVE EXISTING VALVE BOX, RISER, AND ABANDON VALVE IN PLACE IN CLOSED MATESN 9. FIELD VERIFY EXISTING METER AND SERVICE LINE SIZES PRIOR TO INSTALLING NEW SERVICES.
GLAND FOLLOWER AND THRUST BLOCK PER CITY OF CITA STANDARD PLAN VAT 40. 10. ALL REMOVED HYDRANTS TO BE DELIVERED TO AND UNLOADED AT THE CITY OF LOITA PUBLIC WORKS YARD. 1 inch = 20 f.
VO WORK SHAL DE CONE ON THIS STO CITY OF LOMITA
City of Lomita Prepared Under The Sugevition Cr:
1033 A NARBONNE SOUTH WATER MAIN REPLACEMENT
PUBLIC WORKS DEPARTMENT AND STREET RECONSTRUCTION
AND 4883IXT E8 INC. 8" PVC WATERLINE NARBONNE AVE. 374
* Call before you dia PLAN AND PROFILE STA. 20+00 TO STA. 25+00 18003563110 FAX 201 56 1008
27+00 20+00
RESTRA ALL ATTE
- CLOV /
40-
PROFILE
NARBONNE AVE
STA 25+00 TO STA 30+50
VERTICAL SCALE: 1*=5
HORIZONTAL SCALE: 1'=20
125
1504-
27+00 28+00
CONSTRUCT 8* PVC O
(C900) PIPELINE
552.003244 - 88 • 7553-002-013
30+50
C-3
STA.
30400 SHEET
-STA: 20-05.00 Очен
NARBONNE AVE. 3TA 30-33 MATCH LINE SEE
MATCH
7553-005-002
553-006-112 - 157)
NOTES TO CONTRACTOR:
PLAN 1. COAT ALL BURIED METALLIC COMPONENTS PER SSPNC SPEC SECTION 210
NARROWNE AVE
CONSTRUCTION NOTES 2 SUAN ES TE AS I SAILES STEEL GRADE DEM. OURED NUTS SHALL BE 316 AND PROJECT SPECIFICATION, TRENCHES PER DETAILS 153, SHEET CARD PLANS RESTRAND GLAND FOLERS PER GOF LOTTA STANDARD PUT ISO STANDAR PLAN PER PERCE OF MAKE ED 3. PLACE ACOREGATE BASE PER DETAL 1, SHEET CS. AC PAVEMENT PER ROADWAY PLANS.
RECONNECT EXISTING FIRE WATER SERVICE TO EXISTING VAULT. CONTRACTOR TO VERIFY LOCATION AND SIZE. 4. ALL FILL AREAS SHALL BE COMPACTED TO A MINIUM RELATIVE DENSITY OF 95%.
CONSTRUCT 2 WATER SERVICE TO EXTING WATER METER WITH NEW METER BOX AND COVER PER WH102 AND SHEET & CONCRETE SHOCK PAD PER DETAIL2
1.102. 5. PROSTRUCT RESTORE LANDSCAPE PROVEMENTS I DISTURBED OURING SEVA SEARE A ASSEME. CLOSE GATE VALVE.
FURNISH AND INSTALL FIRE HYCRANT ASSEMBLY PER CITY OF LOMITA STANDARD PLAN, 16111. REDOS NETER, FING AND APPURTEMANCES TO REVOE LONITA STANDARDS PLAN •. MAKE DEGREE OINT DEFLEGTION FOR PVC PIPE SHALL NOT BE GREATER THAN ABANDON EXISTING WATERMAN IN PLACE. FILL WITH 1-SACK SLURRY CEMENT ME
BLOCK PER I OF LOT SAIDA PLAN CHAN WITH THRUST
8. ALL BURIEO PIPE SHALL HAVE 12 MIN, COVER EXCEPT AS SHOWN ON SHEET C2. • ITALING ENSE METER AND SERVE LIE GAZES PRDR TO
LO. AUBRIC VORNE VARONTS TO BE DELIVEREO TO AND UNLOADED AT THE CITY OF LOMITA NO WORK SALL BE CONE ON IMS SIC WO1. City of Lomita CITY OF LOMITA
NARBONNE SOUTH WATER MAIN REPLACEMENT
PUBLIC WORKS DEPARTMENT AND STREET RECONSTRUCTION
2300 NURECINE AVENUE, LONITA CA 1404089C1XTES INC. 374
PLAN AND PROFILE STA: 25400 TO SA: 30+50
n mort Me Mine vin. 18003563110 FAX 201 56 1008
CHAT CORNS COTCH
140-00 35-00
- EX 1' GAS*"
(ELEC) GAS
- EX, 1° GAS T* - EX. 1° TEL *" - EX. 1.5° ELEC
PROFILE
NARBONNE AVE
STA 30•50 TO STA 36•00
VERTICAL SCALE: 1=5
HORIZONTAL SCALE: 1"=20'
15EX, 12° CI WATER
1385 1341-
30+50 33+00 35+00 36+00
CONSTRUCT 8" PVC o
PACIFIC COAST HWY.
(C900) PIPELINE
7553-002-019
O8A1551
7553-002-131
+50
53-00
SEE SHEET
NARBONNE AVE.
7553-006-041 7553-006-041 7553-008-189 END CONSTRUCI
1552-008.047
PLAN E 6464445.0795
NARBONNE AVE NOTES TO CONTRACTOR:
CONSTRUCTION NOTES →2 4 1. COAT ALL BURIED METALLIC COMPONENTS PER SSPC SPEC SECTION 210 CONRYRUCT 10 × 6* DL ECCENTRIC REDUCER WITH THRUST ROCK PER CITY OF LOUIE ARADHIA CRAIG COME SPECIFIC CHE PEASE STAHARD PLANS AND STANDARDS PLAN V-140. 2. ESTEEL GRADE SHALL BE 316 STAINLESS STEEL GRADE BEN. BURIED NUTS SHALL BE 316 STANLESS CONSTRUCT 2 WATER SERVCE TO EXISTING WATER METER WITH NEW METER BOX ANO COVER PER W102 AND STANDARDS PLAN V-140. 3. PLACE AGGREGATE BASE PER DETAIL 1. SHEET C-S. AC PAVEMENT PER ROACWAY PLANS.
ABANDON EXISTING WATERMAIN IN PLACE. FILL WITH 1-SACK SLURRY CEMENT MIX.
CONE PLAN DECENTRIC REDUCER VATH THRUST BLOCK PER CITY OF LOMITA 1 inch = 20 ft. . ALL FILL AREAS SHALL BE COMPACTED TO A MINIMUM RELATIVE DENSITY OF 95%.
CUT EXISTING WATER LINE AND REMOVE INTERFERING PORTIONS. PLUG WITH CONCRETE (NO LESS THAN 6" THICK) AND ABANDON. 5. PROTECT AND RESTORE LANDSCAPE IMPROVEMENTS IF CISTURBED DURING CONSTRUCTION.
COASTA, WITH RESTRAINED FOLLOWER GLAND PER CITY OF &. MAXIMUM ALLOWED JCINT DEFLECTION FOR PVC PIPE SHALL NOT BE GREATER THAN THREE DEGREES.
tra graunsen dammit. • REPLACE EXISTING FIRE PROTECTION VAULT PER CITY OF LOMITA STANDARDS PLAN Wº203. METER, PIPING, AND APPURTENANCES TO REMAIN. 7. PREAD ANGROVEMENTS NOT SACE POLE UTTER, ORAN
OF LOTTA STARD UNNECTION ANGLE A SHOWN, WITH THRUST BLOCK PER CHY CONSTRUCT 10° GATE VALVE (FLG) PER CITY OF LOMITA STANDARD PLAN V150.
CONSTRUCT DUCTILE IRONID LI FLOXELO CROSS SIZE PER PLANT. 8. ALL BURIED PIPE SHALL HAVE 42 MIN. COVER EXCEPT AS SHOWN ON SHEET C2.
CONSTRUCT "MAIN SIZE" TRANSITION COUPLING,
• ISTAN ENSEMETER AND SERVICE UNE SEES PRIOR TO
REMOVE EXISTING VALVE BOX, RISER, AND ABANDON VALVE IN PLACE IN CLOSED POSTION 10. ALL REMOVED HYDRANTS TO BE DELIVERED TO AND UNLOADED AT THE CITY OF LOUITA PUBLIC WORKS YARD.
NO WORK SALL BE CONE ON INS SIC CITY OF LOMITA
WO1 City of Lomita
NARBONNE SOUTH WATER MAIN REPLACEMENT
PUBLIC WORKS DEPARTMENT AND STREET RECONSTRUCTION
2300 NURECINE AVENUE, LONITA CA AND 4883IXT E8 INC. 8" PYC WATERLINE NARBONNE AVE. 374 CALIFOREN A ONESE PLAN AND PROFILE STA. 30+50 TO STA. 35+90+ C-3 n mort Me Mine vin. 18003563110 FAX 201 56 1008
CHAT CORNS COTCH
CLOSED DURING ALL TESTING
GATE VAL VE
MAIN AND REDUCE WATER.
ZONE 2 1. ALL MECHANICAL JCENT FITTINGS SHALL BE RESTRAINED WITH MEGALUGS.
2. ACTUAL PIPE LENGTH SHALL BE DETERMINED BY LOCATION OF NEXT EXISTING JOINT. 088810 0185 98 80888 088888 088 H688 H
- GATE VALVE
(38-17) 4. INSTALL CITY APPROVED 316 STAINLESS STEEL NUTS AND BOLTS.
I RACKENI CHAII RE CAN REI AYNE COMPATIN DER DETAC 123 SHEET CR - EXOT WATER MAN
ONE 2
6. AIR RELEASE VALVES ARE INSTALLED AT HIGH POINTS OR ANYWHERE AIR CAN BE TRAPPED EXISTING CONDITION EXISTING CONDITION THUS REDUCING THE CARRYING CAPACITY OF PIPELINE.
8. NO WEDGE-ACTION RESTRAINT GLANDS ARE TO BE USED ON EXISTING WATER MAINS.
WHERE NECESSARY, ONLY USE UNRESTRAINEO FOLLOWER GLANDS ON EXISTING PIPES. 3 12° COUPLING -
12 D1.P-
"FLG)
12° GATE VALVE
FI GyM.n 6° GATE VALVE (FLGIM) 10° COUPLING
17A8- TEE FL 8° D.l.P 10 DIA
STA 35÷024
STAR AN AND • D.. 45° BEND 10° CROSS (FLG) (CONCRETE BLOCKING NOT SHOWN FOR CLARITY 12° D.LP 10° X 6* REDUCER (FLG)
5 D.I.P
12° COUPLING
VERTICAL 45° BEND NOT EONE 2G 6° CAP (1928) WATER MAN
SHOWN FOR CLARITY. SEE
IO° GATE VALVE
- 8° PVC 12X 10° REDUCER
*DID
5 COUPLING
TA 3RARA13
PROPOSED CONNECTION
ORADOSER CONNEATION
CONNECTION TO EXISTING CONNECTION TO EXISTING
1213900122488000038000221C000070. WATERLINE (STA. 20+00) - WATERLINE (STA. 35+92) SCALE: 3/8 = 1-0° C-3
NETTO 81 CENT EVANS AND ARROGH 70 CITY OF LOMITA
City of Lomita Prepared Under The Sugevition Cr:
PUBLIC WORKS DEPARTMENT MARBOWND STRET RECONSTRUCEONCEMENT 2300 MURECAME NEE LONITA CA CONNECTION DETAILS 374
TEL. 310) 325-7110 FAX 380) 805-1228 DO ON
TO BORCH, CARS SCORE YOU DIG BOTESE NO SERGERS
LEVEL COURSE IT A OVERLAT TAC • RAVENET MATCHES ERSHED SURFACEENSURE NEW
IC THICKNESS
VAR ABLE AC
LEGEND
EFF ASPHALT CONCRETE (AC)
LATCH EXIST AB FINE EXESTING ASPHALT CONCRETE
ER ACCREGATE BASE (AB)
PIPE LOCATOR WIRE FOR NONMETALLIC EXISTING AGGREGATE BASE
IPE INSTALLATIONS
PER SPECISICATIOM
' NEACH SIDE OF PIPE BELI SAND BEDDING
SAND BEDDING PER APWA STD. THE EXISTING SOIL
• SEE PAVEMENT TRANSITION DETAIL ON SHEET 3
NOTES:
-ALL CONSTRUCTION INCLUDING RACKEEL AND PAUNG SHALL RE PER LATEST ADMA STANDARDS
2. CONTRACTOR SHALL EITHER BACKFILL OPEN TRENCHES AT THE END OF EACH WORKING DAY OR SHALL INSTALL AND MANTAN RECESSEO PLATES PER PROJECT SPECIFICATIONS, NO OPEN TRENCHES ALLOWED DURING NONWORKING HOURS.
3. ALL FRENCHEN PERMINN THE PAVEMENT ZONE SHALL BE IN ACCORDANCE WITH NOTES ON THIS SHEET AND ANY EACH PENT TRENCH DETAIL.
T-05 C 112077
4. INSTALL BLUE WARNING TAPE READING WATER LINE BELOW 12" ABOVE AND CENTERED OVER PIPE.
TYPICAL TRENCH DETAIL. (NOT TOSCALE) • State represe to ted by the recreachmet permit, andior as directed by the
5. TYPICAL TRENCH SECTION IS APPLICABLE TO CITY OF LOMITA RIGHT-OF-MAY, FOR CALTRANS RIGHT-OF-AKY SEE DETAIL 3. THIS SHEET. • A tracer wire must be placed on top of the condit unless specified not to. • Cheese Been the tree val a encement work lest lecter is wen
TYPICAL TRENCH DETAIL IN CITY OF LOMITA RIGHT-OF-WAY
NOT TO SOME
VAR • When the treach width is less than 2' the backfil for subzrade must consist of either ting 1.9 * serry cranet or Coatrelled Low-Streogth Matorial (CT.SM) • When treech width is greater than 2" compacter aggregate base may be used for Structure but fill must conform to Suction 19.102C of the Sondard Soolfeatlon • For treach located under unimproned surface, fructure backfill can use the original sil. Soil must be compacted by sechanical meins, Ponding, jetting or Rooding are tod lowed. Starvy cemeat backfill is optional at the dhieretion of the Coltrans District - AC PAVEMENT SECTION
Sturry cement backfill must conform to Section 19-3.02E of the Standard Specifications.
Aggregate base shall conform to Section 26 of the Standard Specifications.
AC PAVEMENT BASE IRENCH IN 5016
3'MN (9.1 COURSE TRENCH IN RAVINENT (POC OR ASPHALT)
1742
SPHAIT REMEGRCEMENT
SEE NOTE 21
CONCRETE - TOP AND SOON EACH • Heted occute lette Sees prese tailth existing parent dept, unke SLAB
• 1:2 SLOPE (TYP.) • Hot mis asphalt mast conform to Section 39 of the Standard Specifications. • A tack cont of asphaltic emulsion conforming toSection 39-201C (3) (f) shall be appled. • Were thereton of heat areprentagatter, aditional cold planing may be regured • Pavemcet markings ancior striping nored or damaged during construction must te rowed as directed be the State's reorientatin.
• Canst as mart as the Treating and fring ral Both protestons ar be foued SHOCK PAD TO BE INSTALLED WHERE 30° MIN. COVER CANNOT BE MAINTAINED. STA 28+47 TO STA 26+90 AS SHOWN ON SHEET C.2. ONCITUCINE, TRENCH IN PAVEMENT (OCC OR ASPHALTI on the State of Callfornia, Departmest of Transortation's website.
WHERE MIN. 6 BASE COURSE CANNOT BE MAINTAINED. INSTALL ASPHALT REINFORCEMENT, TENSAR GLASGRID OR APPROVED|
EQUAL, UNDER ASPHALT COURSE
ice page 2 for addisonal notes.
3. CONCRETE MIX DESIGN TO MEET STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SEOC-3250.
WATER MAIN SHOCK PAD INSTALLATION TYPICAL TRENCH DETAIL IN CALTRANS RIGHT-OF-WAY
NOT TO SCALE NOT TO SCALE
DO WORK SHALL BE GONE ON THIS STO City of Lomita CITY OF LOMITA
OF LON NARBONNE SOUTH WATER MAIN REPLACEMENT
1200 PUBLIC WORKS DEPARTMENT AND STREET RECONSTRUCTION
AND 4883IXT E8 INC. DETAILS 374
Ka Call bere you dia CALIFORN A ONESE C-5
n mort Me Mine vin. 18003563110 FAX 201 56 1008
CHAT CORNS COTCH 12
TRAFFIC CONTROL PLAN (TCP) GENERAL NOTES TRAFFIC CONTROL LEGEND SIGN LEGEND CONSTRUCTION NOTES FLOCER
REPLACE TYPE E LOOP DETECTOR PER CALTRANS STD PLAN ESS (SEE SHEET 13) 3032
LANEISHOULDER CLOGURE SEA PENTAL RE EATER CONSTRUCTION BEE SHE IN ON MAST ZONE
FLASHING ARROWN SELFAST
FAS TRALER MOUNTED AARONICARO
PORTABLE FLASHING BEACON
CATARLE RADAR SPEED SEEDBACK SION SYRTEM 25
SISNALIZED INTERSECTION
TOP CONTROULED INTERSECTIEN
SION MESSAGE
NO FRANE ILL DE ENFORCE
MATCH LINE STA 20+20
SEE SHEET 12
ST
CYPRESS LUCILLE AVE 14)
any or
1. 400VAx CATRAVE T
PACIFIC COAST HWY
(10) + (10) - (ROUTE 1) - (10) + - (10')
(10) - 10'- + (10')
(10) + (10) + DATED SPEEN HIT 35 4рн3. (10) = + (10)
(10) 34 • (102
(10) → (10) → LE TANIC LOO → (10)
(10) -
(12) → (12) -
30r Typ: Hamo
ILLE* (10) -WORK AREA
CYPRESS A V
LUC NARBONNE AVE
NOTES: MITA RAI ONITA RA
CLOSURE HOURS: MON-FRI 9:00 AM TO 3:00 PM MATCH LINE STA 16+50 SEE SHEET 12
CITY OF LOMITA
City of Lomita Prepared Under The Supervision Of : Rais
NARBONNE AVENUE SOUTH WATER MAIN REPLACEMENT AND
PUBLIC WORKS DEPARTMENT STREET RECONSTRUCTION PROJECT
EMIERE, LONITA CA TRAFFIC CONTROL PLAN
VARE MAESTON RCE. 38798 FOR LANE CLOSURE ON PACIFIC COAST HIGHWAY 374 12101062110 BAX. 091012222024
NOTES: SIGN LEGEND
TRAFFIC CONTROL PLAN (TCP) GENERAL NOTES
END LOMITA RON parano
WORK
25 MATCH LINE STA 20+20 SEE SHEET 11
+'
REDUCED SPEED LIMIT 25 MPH)
NARBONNE AVE
2112 O
256TH STREET Dana
TRAFFIC CONTROL LEGEND
EX. SIDEWALK -
VEER RADARSADE METHSIS
EX. CSO
TYPE I BARRICADE WITH SION WITH FLASHERS
002 O R212Or
NESHOLLDER CLOSURE
PORT REETA TORONESURFACE (20) -
PORTABLE CHANGEABLE MESSAGE SIGN 10-00(10) → 11:00
+ (POSTED SPEED LIMIT 35 MPH) MATCH LINE STA 16+50 SEE SHEET 11 (20),+ REUCED SPEED LIMIT 251
FAS SUPPORT OT TRAILER
ORTABLE FLASHING BEACON
2*
PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEM
ex cao -
FLASHING NARBONNE AVE
TOO CONTRALFOINTEREFCTICN
ION (FAST
CMS
RAME SNESSE
WALL BE ENFORCED
CONSTRUCTION NOTES
CLOSURE HOURS: MON-FRI 9:00 AM TO 3:00 PM
Prepared Under The Superitice of : CITY OF LOMITA
City of Lomita Mada 1/4/81 NARBONNE AVENUE SOUTH WATER MAIN REPLACEMENT AND
PUBLIC WORKS DEPARTMENT STREET RECONSTRUCTION PROJECT
TRAFFIC CONTROL PLAN
Marie Mant to runes FOR LANE CLOSURE ON PACIFIC COAST HIGHWAY 374 TEL. (3809305-7180 FAX. (3101321-0024 ROUTE
NO YORKINE CATS REFORE YOU DIC
TRAFFIC CONTROL PLAN (TCP) GENERAL NOTES CONSTRUCTION NOTES: TRAFFIC SIGNAL NOTES
INSTALL BARRICACEISION AS SHOIR
REMOVEREPLACE WITH TYPE F LOCP DETECTOR PER CALTRANS STD FLANESAB
SEN ACE TYDE EI OCO NETESTOR DED CALYRANG STO DI AN CONT EXISTING PHASE DIAGRAM SENSTAL. ERAS BES ATER CONETRUCTN RSTAL RM HONCHMMSTARM 8=03100P5
ARI REASTAL IE ATER TRUSTAL PESICA SECACHIMAST
CHATES O E E SPALL ALMAYS PRECEDE 3 & 7
DOIE NON TO EXESTENO CONDUCTORS
TEMPORARY PHASE SEQUENCE PROPOSED TRAFFIC LOOP DETAIL
(NO SCALE)
...
87-p4.1
(71) (,Z1) 4,04) (z1) (,z1)
7375-025-028
7272.008.022
/ ex. cs0
CALTRANS
PACIFIC COAST HWY (ROUTE 1)
(10°)
(10°) (10)
(10)
+[=02
(10)
Знато a<1t7 (10)
(10) [ DETML HERON (10)
(10) a<tt-
(10)
• (12)
Ex, CsG
EX. RDEWAX
• EX. HOEVIALK
- EX CAG
NARBONNE AVE (.81)
CLOSURE HOURS: MON-FRI 9:00 AM TO 3:00 PM
NOTES:
CITY OF LOMITA
WO1 City of Lomita Maie Manta mone NARBONNE AVENUE SOUTH WATER MAIN REPLACEMENT AND 811. PUBLIC WORKS DEPARTMENT STREET RECONSTRUCTION PROJECT
TEMPORARY TRAFFIC SIGNAL PLAN
Kecem all befere you cis Mai: Matr Sto /Xes FOR LANE CLOSURE ON PACIFIC COAST HIGHWAY 374 n.OMSCTsO SAY.C115 0024 ROUTE 1
mort te mine vn ne 13 y 13