HomeMy WebLinkAboutR_6085_S'i
CITY OF COSTA lvlESA
VICTORIA ST
0 > _J co
GENERAL NOTES
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5.
ALL WORK DETAI_ED OI, THESE PLA;�S TO BE PERFORfAED UNDER CONTRACT SHALL BE CO�STRUCTED IN ACCORDANCE 'IHH THE "STAND,\RD SPECIFICATIONS 00R PUBLIC WORKS C0f1STRUCTICN", 1009 EDIIIUN AND SUPPLt:Mt:N rs 10 LJATE, �XCU' I AS OTHERWISE STATED IN THE CITY'S STANDARD S"EClf\L PROVISIONS, OR I,� THIS CONTRACT'S SPECIAL PROVISIONS. EXIS;ING UNDERGROUNC U�ILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE r,ESPONSIBLE FDf, VERIFYING THE ACTUAL LOCATION ANDELEVATION }I �HE FIELD PRIDR TO BEGINNlflG CONS rRUCTICN. AU EXPOSED CONCRETE SURFACES SHALL CON.00RM I� GRADE, COLOR, Dlt1ENSION,AND F'NISH TO ADJOINING IMPROVEl1EI, TS . . "ROPOSED "AVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE ANJGRADE OF EXISTll,G IMPROVEMENTS UNLESS NOTED OTHER'l�SE, ANY DISCREPNJCY N THE DRAl/�NCS OR SPECIF CATIONS SHAi_L BE 8ALLED TO THE IMME1JIATE ATTENTION OF THE CITY 0.0 NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TODO SO WILL PLACE RESPONSIBILITY ON THE CotHRACTOR FOR CORRECTION.
PUBLIC WORKS DEPARTMENT
6.CORRELATION OF DRAWINGS /IND SPECIFICATIONS. ANY WORK NOT lflDICA IEJ ON THE DRAWlfJGS BUT CAL_ED FOR IN THE SPECIFICATIONS, OR VCE-VERSA, SHi'.LL BE FURNISHEDAND PERFORl1ED AS THOUGH SPECIFICAL_ Y NDICATED AND CALLEC FOR IN BOTH. ANY WORK NOT lflSTA.LLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES ANDLAWS S.�ALL BE REPLACED AT CONTRAC'OR'S EXPENSE.
CONSTRUCTION NOTES
VICINITY MAP NOT TO SCALE
SYMBOL LEGEND •POWER POLE0 CO SANITARY SEWER CLE1\NOUT® S1\NIT1\RY SEWER Mf.NHOLEtJ' FIRE HYDRANT
BJ WM WA !ER f,IETER BOX & SERVICE oc,1 GA.S METER
----0------- V 1\L VE
E---
-x-x-x-
POWE, POLE ANCHOR
MONUMENT
FENCE
BLOCK WAL_
� TREE
O CJ SHRUBBERY
.,,, =.,,, .LLL A'.il'HALT PAVEMEN I ifr:!;!:;E±\f§ BRICKWAU( l: . .· ·.· I COi, CRETE
l////////A BUILDING
EXISTING CONSTRUCTION
PROPCRTY LIN[
!JEW CONSTRUCTION
---1---CENTERLlflE
----S----SEWER LINE
-----1/1-----WA I rn LINE
---G-- -GAS LINE
--E-----POWER Ll�E
-T--TELEPHONE LINE
-CTV -CA.BLEVISION LINE
-Sc --SPRINKLER SYSTEM
ABBREVIATIONS (!fl ADDITION TO GREENBOOK SECTION:-3.2)
ARV AIR f,ELIEF VALV:.BLK BLOCK BVCS BEGIN VERTICAL CURVE STATION BVCE BEGIN VERTICA.L CURVE ELE\/1\TIONCl CAST IRON CN6 CITY OF NEWPORT BEACH �. CONSTRUCTION STATIONED LINECL CLASS CLR CLEAR CA TV CABLE TV DIVY. TX. DRIVEWAY TOP OF "X"E ELECTRIC (scE) EXIST EXISTING FM FORCE •IAIN FE FLAN GED rn D FL FLOW LINEFLGFLANGE GB GRADE BREAKGE GROVED um G\/GATE VALVE G GAS IP&T IRON PIPE AND TA.GMILS MILLIMETERS MIN MINIMUM MJ �IECHANICAL JOINTNG NATURAL GROUNDNTSNOT TO SCALE N 'II NORTHWESTERLY NO NUMBER PE PLAI� [NOPROP PROPOSED RE I Rt. IAINING R'I/V RESILIENT WEDGE VA_VE SCE SOUT�ERN CALIFORNI/\ EDISONSCH SCHE)ULE SCO CLEANOU I (SEWt.R) SHT SHEET STL STEEL CL CONSTRUCTION STA TIOND LINESQ SQUARE S SEWER STL STEEL T TELEPHO�E TV CABLE TELEVISION IV/ WITH IV WATER R/W RIGHT-OF-WA.Y
BASIS OF BEARINGS:
.
foc 0 Cl. "'w
CORES
8-1
8-28-J
8-4
8-5
-
LOG (MARGUERITE AVE)
7-1/2" AC/5" AB
7-1/2" AC/ 5" AB
8-1/2" AC/ 5-1/2" AB
7-1/2" AC/ U-1/2" AB
7-1/2" AC/ 7" AB-
STREET LICI-.T SIGN THE BEARINGS SHOWtl HEREON ARE BASED ON BEARING BETWEENOCS GPS STATION NO. 6292 AND OCS GPS STATION NO. 6291 BEING
BENCHMARK:
MARGUERITE AVENUE
BM: 3K-55-99
CORING LOCATION
ELEV: 145.204 (NA\/088, 2011 LEVELED)
FOUND 3 3/4" OCS /l.LUtv'INUM BENCHlvlARK DISK STAMPED DISK STAMPED "3K-55-99", SET IN THE NORTHWESTERLY CORNER OF A 4.0 FT. BY 8.0 FT. COi\C. CATCH BASIN. MONUMENT IS LOCATED li"l THE NORTHEASTERLY PORTION OF THE I\JTERSECTION OF MACARTHUR BOULEVARD /lND HARBOR Y!EW DRIVE, 48 FT. EASTEr-1.LY Q,=-THE CENTERJME OF MACI\RTHUR BOULEVARD 1\ND 75 FT. NORTHERLY OF THE CENTERLNE OF HARBOR VIEW DRIVE. MONUMENT IS SET LEVEL WITrl THE SIDEWALK.
HOSPITAL ROAD
BM: MB5-13-70 ELEV: 91.989 (NAVD88, 2005 L!:VELED)
FOUND 3 J/4" ocs Al.UI..IINUM BENCJ--MAR,< DISK srAMPED "tJl35-1J-/O", SET IN THE Nor-nHEAST CORNER OF A 4FT. BY 9FT. CONCRETE CATCH BASL�. MONUMENT IS LCCATED IN THE SOUThWEST CORNER OF THE INTERSECTION OF SUPERIOR AND PLACENTJA AVENUE, 219 FT. W::STERLY OF THE CENTERLINE CF PLACENTIA AND 42 FT. SOUTHERLY OF THE CENERLINE OF SUPERIOR.
EMERGENCY TELEPHONE NUMBERS SUU IHERN CALIFORNIA GAS COMPAflY SOU !HERN CALIFORNIA EDISON COMPANY1\T&T TELEPHONE COMPANY CITY OF NEWPORT BEACH (JTILITIES DEPARTMENT)ORANGE COUNTY SANITATION DISTRICT TIME WARNER CA.BLE UND:.RGROUND SERYICE ALERTMCWD
CALL TOLL FREE 1-800-422-4133
BEFORE YOU DIG
DAY (800)-624-8153
(soo)-611-1911 611 (949)-641-3011
(714)-962-2411(714)-542-6222(800)-422-4133 (949)-5/4-1000
NIGHT (800)-624-8153 (B00)-611-rn11 511 (949)-6H-3717
(711 )-614-6222 (800)-422--4133 (949)-631-1200 DMS
PAVEMENT REHABIL.ITATION FOR
MARGUERITE AVENlJE
FROM: 5TH AVENUE TO SAN JOAQUIN HILLS ROAD
HOSPITAL ROAD
FROM SUPERIOR AVENUE TO PLACENTIA AVENUE
CLIFF DRIVE\IRVINE INTER:SECTIOf\J C-7188-1
(\ ()
APPFWVEJ: ,--·,; /b ,•.,./J,;.J ,!'1)i t ! /DATE: 6-:;J,7--!<l DAVID A. WEBB, PUBLIC WORKS DIRECTOR
APPROVED: MARK VUKOJEVIC, DEPUTY P.W. DIRECTOR/ CITY ENGINEER
INDEX MAP NOT TO SCALE
- P.ROJECT AREAW SHEET NUMBER
DATE, G-zs-z.of rf'
CORES LOG (HOSPITAL RD)
B-6 11" AC / 5" AB
B-7 11" AC/ NATIVE
B-8 11" AC/ NATIVE
B-9 12" AC /NATIVE --
,---�
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l IRVINE AVE
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REVIEWED• APPROVAL RECOMMENDED• APPROVAL RECOWAENDED• APPROVAL RECOMMENDED, kr.Jw/ "r1, 1,s SURENDER M. DEi/iA�!RCE 34559 DATE ·--------DESIGNED SD DRAWN
CHECKED DAIE NC
SD 06 21 '18
Mi\lNTENANCE CPrnA IICNS PATRICK ARCINIEG1\,RCE 70740 SE.NIOR CIVIi_ ENGINEER DATE --------
2
3
7
8
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-6
9-10
11
EXCAVA.TE EXISTING "AVEMENT FOR PROPOSED STRUCTURAL SECTON/IMPROVEMENTS.
REMOVE EXISTING PA.VE,IENT ANO CONSTRUCT 6" TI-ICK AC BASE COURSEOVER EXISTING BASE.
COLD MILL 2-1/2 INCH THICK EXISTING A.C PAVE11ENT.
CONSTRUCT 1-1 /2 INCH THICK ARHM OVERLAY.
REMOVE EXISTING CURB & GUTTER A.N) CONSTRUCT TYPE A. PCC 8URB (6" CF)AND GUTTER PER CITY STD. 182-L.
CONSTRUCT PCC SIDEW,\LK PER CITY STD. 180-L.
REMOVE EXISTING CURB ,,AMP, CURB & GUTTER AND RECONSTRJCT PER CITY STDPLAN 181-L, CASE PER PLAN, UN!ESS INDICATED MODIFIED.
REMOVE EXIST. & RECONSTRUCT COflC. CROSS GUTTER PER CITY STD. PLAN 185-LAND MODIFIED PER PLAfl.
ADJJST WA.TER 1/A.LVE BOX & COVER TO GRADE PER CITY STD. 511-L.
IIDJJST SE'IIER/STOR�I DRAIN MANHOLE FRAIIE & COVER TO GRADE PER APPLICABLECITY STC. PLANS.
ADJUST GAS \/AL VE BOX & COVER TO GRADE (BY OTHERS)
CONSTRLCT 2' WIDE FLLL DEPTH AC.
REMOVE AND REPLACE WITH NEW SURVEY MO,�UMEN TS.
RE,10\/E EXISTING CURB & GLTTER AND CONSTRUCT TYPE A PCC CURB (8" CF)AND GUTTER PER CITY STD. 182-L, TOP CF CURB TO MATCH EXIST. TC
CONSrRUCf IYPE A. PCC CURB (8" CF) Afll) GUrrrn PER CIIY SIU. rn2-L.POUR lv!ONOLITHICAL Y WITH CROSS GUTTER
ADJUST EXIST. ELECTRIC VAULT AND VENT TO GRADE (BY ORThERS)
REl10VE EXISTlflG PAVEMENT & CONSPUCT 5" AC OVER EXISTl�G BASE (TWO LIF�S)
CONSTRUCT 1-lflCH THICK AC LEVELLING COURSE
SHEET INDEX
TITLE SHEET
-YPICAL SECTIONS
STREET IMPROVEMENTS 11ARGLERITE AVENUE (F.ROM 5TH AVENUE TO S/IJI JOAQUIN HILLS RD)
STREET IMPROVEMENTS HOSPITAL ROAD (FROM SUPERIOR AVENUE fO PLACEN IIA AVENU�)
STREET IMPROVEMENTS CLIFF DR\IRVINE AVE INTERSECTlmi
MARGUERI fE AVE.\JUE-SfRIPING ANLJ SIGNING PLAN (FROM 5TH AVE,\JUE TO SAN JOAQUlfl HILLS RD) HOSPI-AL ROAJ-STRIPING AND SIGN NG PLAN (FROM SUPERIOR AVENUE TO PLACENTIA AVENLE)
C-7188-1
TITLE SHEET MARGUERITE AVENUE
1-KOM 5fH AVENUE: ! 0 Sf\N JOAQUIN HILLS RLJ HOSPITAL ROAD FROM SUPERIOR AVE TO PLACENTIA AVE CLIFF DR\IRVINE AVE INTERSECTION PAVEMENT REHABILITATION
CITY Of NEWPORT BEACH R-6085-S
PUBLIC IJVORKS DEPARTMENT ScEET 1 OF 11
RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result.
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CON S ULTANTS, INC. r.~---
NGIN EER S c r. v 1. L E .. -,.2840 p -,,14_74o-sMo F. 711-140-es+2 12377 :e.1·is S\. I r Gorden Grol'e c~. J .
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SURENDER M. DEW,'IN RCE 34559 EXP. 9/.l1f,7ig
FROM 5TH AVENUE TO SAN JOAQUIN HILLS RD
FROM : 5TH AVENUE TO SAN JOAQUIN HILLS ROAD
PAVEMENT REHABILITATION FOR
C-7188-1
C-7188-1
FROM SUPERIOR AVENUE TO PLACENTIA AVENUE
MARGUERITE AVENUE
HOSPITAL ROAD
FROM SUPERIOR AVE TO PLACENTIA AVE
CLIFF DRIVE\IRVINE INTERSECTION
PROJECT
LOCATIONS
1
R-6085-S
11PUBLIC WORKS DEPARTMENT
C-7188-1
PUBLIC WORKS DEPARTMENT 11
R-6085-S
2
C-7188-1
From 5th Street to Sta. 20+00.00
PUBLIC WORKS DEPARTMENT 11
R-6085-S
3
4
R-6085-S
11PUBLIC WORKS DEPARTMENT
From Sta. 20+00.00 to Sta. 30+00.00
C-7188-1
C-7188-1
From Sta. 30+00.00 to Sta. 40+00.00
PUBLIC WORKS DEPARTMENT 11
R-6085-S
5
6
R-6085-S
11PUBLIC WORKS DEPARTMENT
From Sta. 40+00.00 to San Joaquin Hills Rd
C-7188-1
7
R-6085-S
10PUBLIC WORKS DEPARTMENT
From Superior Avenue to Placential Avenue
C-7188-1
C-7188-1
PUBLIC WORKS DEPARTMENT 11
R-6085-S
8
C-7188-1
From 5th Street to Sta. 30+00
PUBLIC WORKS DEPARTMENT 11
R-6085-S
9
10
R-6085-S
11PUBLIC WORKS DEPARTMENT
From Sta. 30+00 to SAN JOAQUIN HILLS RD
C-7188-1
11
R-6085-S
11PUBLIC WORKS DEPARTMENT
From Superior Avenue to Placential Avenue
C-7188-1
W
W
W
W
W
W
W
W
W
W
W
84'
EXIST R/W
EXIST R/W
C/L
EXIST CURB
EXIST CURB
42'
42'
EXIST 8" ACP
EXIST 18" CCP
EXIST 18" CCP
EXIST 8" ACP
EXIST 2" COPPER
EXIST 6" ACP
EXIST 10" VCP
SEWER
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
PRESSURE REDUCTION
VALVE STRUCTURE
(PROTECT IN PLACE)
EXIST STREET LIGHT & PULLBOX
(PROTECT IN PLACE)
EXIST IRRIGATION VALVE & LINE
(PROTECT IN PLACE)
EXIST WATER VALVE MH
IN PAVEMENT; REMOVE VAULT
AND INSTALL NEW 18" CCP
AND WATER VALVE PER
DETAILS HEREON
EXIST WATER VALVE MH
IN SIDEWALK; REMOVE VAULT
AND INSTALL NEW 18" CCP
AND WATER VALVE PER
DETAILS HEREON
9'
1
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
WATER IMPROVEMENT PLANS
VALVE REPLACEMENT ON MARGUERITE AVE
NORTHWEST OF SAUSALITO DR
1
MARGUERITE AVE VAULT REMOVAL
MAR
G
U
E
R
I
T
E
A
V
E
CONSTRUCTION NOTES
NOTES TO CONTRACTOR
DEMOLITION NOTES
TYPICAL SECTION
"t
"
HANDHOLE DETAIL
BUTT-STRAP JOINT
NOTES FOR BUTT-STRAP JOINT:
S
A
U
S
A
L
I
T
O
D
R
EXISTING CONDITION PROPOSED CONDITION
EXISTING CONDITION PROPOSED CONDITION
VAULT IN PAVEMENT
VAULT IN SIDEWALK
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\ \ SCALE: 1" = 20'
0
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REMOVE AND DISPOSE OF VALVE STRUCTURE UP TO 6 INCHES BELOW PIPE
INVERT. DRILL HOLES IN BOTTOM OF EXISTING VAULT FLOOR AND ABANDON
IN PLACE.
REMOVE AND DISPOSE OF EXISTING MANHOLE FRAME, COVER, AND VENT PIPES.
REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING
BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER AND FLANGES.
CONCRETE PIPE SUPPORTS MAY BE ABANDONED IN PLACE.
REMOVE FOUR VENT STACKS
INSTALL 18" CCP AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH
DWG NO. STD-106-L.
® INSTALL 18" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH
DWG NO. STD-510-L AND STD-511-L.
INSTALL BUTT-STRAP PER DETAILffi.
REMOVE EXISTING AC PAVEMENT AND CONSTRUCT PATCH
4' X 4' AC PAVEMENT (TYPE Ill C3-PG 64-10), 6" THICK.
1. BUTT-STRAPS TO BE FURNISHED (AS HALF-CYLINDERS) AND SHIPPED LOOSE
FOR FIELD JOINING. (BACKING PLATE SHALL BE 1 /4" THICK BY 1'' WIDE).
BUTT-STRAPS MUST HAVE NOZZLES TO REMORTAR.
2. 14-INCH MAXIMUM LENGTH OF BUTT-STRAP FOR FIELD CLOSING SECTION.
3. FOR PIPING 16-INCH IN DIAMETER THROUGH 24-INCH IN DIAMETER, TWO
HANDHOLES ARE REQUIRED PER EACH BUTT-STRAP JOINT; THE HANDHOLES
SHALL BE LOCATED 120' APART. FOR PIPING 30-INCH IN DIAMETER, FOUR
HANDHOLES ARE REQUIRED PER EACH BUTT-STRAP JOINT; THE HANDHOLES
SHALL BE LOCATED so· APART.
4. PIPING WELDS SHALL BE OUTSIDE WELDS.
5. WELD PLUG TO COUPLING AND CEMENT MORTAR LINE OR COAT EXPOSED
INTERIOR METAL SURFACES WITH 11 MILS (MIN) EPOXY COATING IN FIELD.
6. ALL WELD ROD TO BE 6010, 6012 OR APPROVED EQUAL.
7. FIELD APPLICATION OF LIQUID ADHESIVE AND INNER AND OUTER TAPE
LAYERS SHALL CONFORM TO AWWA C214 SECTION 4. FIELD TESTING
SHALL CONFORM TO AWWA C214 SECTION 5. CITY APPROVES OF
WATER WRAP-WAB BY COVALENCE.
8. PREPARE EXPOSED STEEL FOR FIELD TAPE COATING PER SPECIFICATION
207-10.4.7.2.9.3
9. CONTRACTOR TO FOLLOW PROPER PROCEDURE FOR TACK WELDING WIRE TO CCP
2"x4"x13 Ga. W.W.M.
3 LAYERS OF TAPE WRAP
REQUIRED ONLY ONE LAYER
IS SHOWN FOR CLARITY
SEE NOTE 7
ADDITIONAL REINFORCEMENT
(TYP)
2" MIN
4" MAX
(TYP)
3 LAYERS OF TAPE WRAP
AND CEMENT MORTAR
COATING PLACED IN FIELD
2
AC PAVEMENT
:r.:p•tbffifi~r,
12"
7"
6'-8" MIN
C 0
)
SEE DEMOLITION NOTE 1
2
CONG SIDEWALK
12"
6" BEYOND OUTSIDE OF
EXISTING VAULT WALL
(TYPICAL BOTH SIDES)
(;
3 1
L -L...JL.J----,--------,~~=m=
NTS CONG
SIDEWALK
-----6' -----
6" BEYOND OUTSIDE OF
EXISTING VAULT WALL
(TYPICAL BOTH SIDES)
6'-8" MIN
CHIP MORTAR LINING AS
REQUIRED FOR INSIDE WELD (TYP)
2"x4"x13 Ga. W.W.M.
()
)
SEE DEMOLITION NOTE 1
NTS
4" EXTIRA HEAVY HALF
COUPLING (THREADED OR
FLANGED) 1-1/2" Ml
3 LAYERS OF TAPE WRAP
REQUIRED ONLY ONE LAYER
IS SHOWN FOR CLARITY
SEE NOTE 7
ADDITIONAL REINFORCEMENT
(TYP)
3 1
C
2
2
•••••••••••• _.,.~·-·--a-"-'_ .. _ .. •~·-·-·~·•~·_._ .. ~•-·_ .. _ .. _·•~ .. _·_ .. ~.•~·_ .. _ .. ~•_ .. _ .. _.•"'-+·_ .. _ .. ~·•~·-·~~
PLACE ADDITIONAL BEDDING TO BOTTOM OF ABANDONED VAULT FLOOR AND
COMPACT TO 95% RELATIVE COMPACTION.
INSTALL 2" AIRVAC PER CITY OF NEWPORT BEACH DWG NO. SID-515-L.
REPLACE EXISTING 8" VALVE PER CITY OF NEWPORT BEACH
DWG NO. STD-510-L AND STD-511-L.
RECONSTRUCT PORTION OF EXISTING PCC SIDEWALK PER CITY OF NEWPORT
BEACH DWG NO. STD-180-L.
1. ALL MEASUREMENTS SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY.
2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN
QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN
FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN.
3. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB & GUTTER, SIDEWALK
OR LANDSCAPE DAMAGED DURING CONSTRUCTION.
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t.
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. .... ._._._._._._._._
NEW PIPE
BACK MORTAR COATING 2"
TO FACILITATE FIELD TAPING MIN
OVER WELDED JOINT
"t''= MINIMUM PLATE
THICKNESS
(SHOWN IN PROFILE)
NOT TO SCALE
2" MIN
CEMENT MORTAR
PLACED IN FIELD
GAP VARIES
6" MIN/10" MAX
N.T.S.
ED
2" MIN
.. .. .. .. .
' .................................... _._. .... _. ........ ..
STEEL CYLINDER
EXISTING PIPE
OUTSIDE WELD
('3----,,,---{E60XX
"t" MIN
NO. DATE
cil "°' "'" """" "'"" w TO FACILITATE FIELD TAPING MIN
o_ OVER WELDED JOINT o_
2·
NEW PIPE
2"x4"x13 Ga. W. W.M.
SEE NOTE 5
DESCRIPTION OF REVISIONS APPROVED
N.T.S.
APPROVAL RECOMMENDED:
PATRICK ARCINIEGA
RCE 70740
SENIOR Clv1L ENGINEER
DESIGNED: DRAWN:
AB AB
CHECKED: DATE: PA 7/31/18
AC PAVEMENT
3
-----+-+-+--_)_
_L;
LANDSCAPE
3
\
-f---+-+ -_L c:
WRAP HANDHOLE PER PIPE MANUFACTURER'S
RECOMMENDATION
3 LAYERS OF TAPE WRAP AND CEMENT
MORTAR COATING PLACED IN FIELD
SEE NOTE 7
OUTSIDE WELD
(B---~---<E60XX
"t" MIN
~-2"x4"x13 Ga. W.W.M.
CEMENT MORTAR
PLACED IN FIELD
STEEL CYLINDER
EXISTING PIPE
CEMENT-MORTAR LINING
SHEET OF
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