lacpw engineering border-...monica santa l i n c o l n b l v d. d i e g o franklin res. canyon stone...
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NOT TO SCALE
60% PRELIMINARY PLANS DATE: 7/3/2019
UNOFFICIAL AND SUBJECT TO CHANGE
DESIGN SECTION
ASSISTANT DEPUTY DIRECTOR
DATE
DEPUTY DIRECTOR
DATE
DATE
REVISIONS
DATE DESCRIPTION
SUBMITTED BY:
RECOMMENDED BY:
APPROVED BY MARK PESTRELLA, DIRECTOR OF PUBLIC WORKS
PROJECT ENGINEER DATE DWG
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PD SHEET OF
LOS ANGELES COUNTY PUBLIC WORKS
AS BUILT DRAWINGS
DATE
DATE
DATE
APPROVED BY:
APPROVED BY:
APPROVED BY:
CITY OFCITY OF
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LOS ANGELES COUNTY PUBLIC WORKS
CULVER CITY
BEVERLY HILLS
CANYON RES.
MONICASANTA
MONICA
SANTA
LINC
OLN
BL
VD.
DIE
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RES.
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DR. SA
N
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LA
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118
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LOCATION MAP
LOS ANGELES
ST E
HUGHES
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A
MU
LH
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CONTROL DISTRICT BOUNDARYFLOODLOS ANGELES COUNTY
PRIME CONTRACTOR LICENSE REQUIRED: CLASS XX
NOT TO SCALE
PROJECT LOCATION
(24X36 SHEET)
INDEX TO PROJECT PLANS
PROJECT TITLE
DESCRIPTIONSHEET NUMBER
KEY MAP
LANDSCAPE PLANSPLAN LS
STRUCTURAL PLANSPLAN S
MECHANICAL PLANSPLAN M
ROADWAY PLANSPLAN RD
DRAINAGE PLANSPLAN DR
X.
XX
XX
XX
XX.
XX
XX
XX
XX.
XX
XX
XX
X
PROJECT SUBTITLE
7/3/2019
UPDATE ALL ORANGE TEXT
4:49:15 PM
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\\pwlic01\v8i\WorkSpace\Standards\seed\BorderSheets\LACPW_ENGINEERING_BORDER.dgn
FED ID XXXXXXXFED ID XXXXXXXFED ID XXXXXXX
PLAN XX
FED ID XXXXXXX
XX-X-XXX.X
PROJECT TITLEPROJECT SUBTITLE
PROJECT DESCRIPTION
TITLE SHEET
XXXXXXX 1 XX
PROJECT ID NO. RDCXXXXXXX
PROJECT SITE
XXXR.D.
XXX: A1, A2 (IF AVAIL.)T.G.
LOGS OF BORINGS10
LOGS OF BORINGS 9
SINGLE RC BOX, STRUCTURAL SCHEDULE, NOTES AND DETAILS 8
PENROSE LATERAL PLAN AND PROFILE 7
PLAN AND PROFILE - STA XX+XX TO STA XX+XX 6
PLAN AND PROFILE - STA XX+XX TO STA XX+XX 5
PLAN AND PROFILE - STA XX+XX TO STA XX+XX 4
PLAN AND PROFILE - STA XX+XX TO STA XX+XX 3
NOTES AND REFERENCES 2
TITLE SHEET 1
C XXXXX
EM
AN S
'REENIG
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LIVIC
NOT TO SCALE
60% PRELIMINARY PLANS DATE: 7/3/2019AS BUILT DRAWINGSUNOFFICIAL AND SUBJECT TO CHANGE
CA
DD P
ROJE
CT FIL
E N
AM
EC
HE
CK
ER
DE
SIG
NE
RD
RA
FT
ER
FILE:TIME:DATE:
CULVER CITY
BEVERLY HILLS
CANYON RES.
MONICASANTA
MONICA
SANTA
LINC
OLN
BL
VD.
DIE
GO
FRANKLIN
RES.
CANYON
STONELOWER
UPPER
DR.
RES.
HY.
SANTA
MULHOLLAND
RES.
CHATSWORTH
SIMI
COUNTY
RD.
HILLS
HIDDEN
HILLS
HIDDEN
BL
VD.
HANSEN
GOLDEN
BURBANKFW
Y.
DAM
FWY.
FO
OT
HIL
L
SAN FERNANDO
MT.
RD.
RES.
VALLEY
SEPULVEDA
SAN FERNANDO
VENTURA
F. C. BASIN
ENCINO
HO
LL
YW
OO
D
STATE
DR. SA
N
LIVE OAK RES.HUNTINGTON
FOOTHILL
FW
Y.
MAYWOOD
BERNARDINO
SO. PASADENA
ALHAMBRA
SAN MARINO
LAKELEGG
COLORADO
SANTA ANA
BELL
MONTEBELLO
COMMERCE
POMONA
BELL
ROSEMEAD
PASADEN
A
SAN GABRIEL
FW
Y.
FW
Y.
SAN
PARKMONTEREY
WHITTIER
RO
SE
ME
AD
RIV
ER
ARCADIA
SO. EL
TEMPLE CITY
MONTE
BL
VD.
BLVD.
VERNON
FW
Y.
FWY.
BLV
D.
FW
Y.
IEN
DA
RES.
PUDDINGSTONE
ALOSTA AVE.
OR
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GE
BL
VD.
LA PUENTE
INDUSTRY
WALNUT
AZUSA
IRWINDALE
COVINA
FWY.
BLVD.
FW
Y.
FW
Y.
SA
N
FWY.
LA VERNE
POMONA
FWY.
SAN
CLAREMONT
RES.
BLVD.
FOOTHILL
SAWPIT CANYON
RES.
DUARTE
AN
GE
LE
S
CR
ES
T H
Y.
RES.
SANTA ANITA
MT. WILSON
ANGELESAN
GELES
RD.
CAN
YON
SIERRA MADRE
FW
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PASADENAMONROVIA
FWY.
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D.
CA
NY
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SAN GABRIEL
CR
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TA
LR
D.
RESERVOIR
COGSWELL
RESERVOIR
LA
KE
RD.
BRADBURY
GLENDORA
RES.
BIG DALTON
GA
BRIE
L
RES.
SAN DIMAS
CREEK
THOMPSON
BOUQUET CANYON RES.
VALLEY
CA
NY
ON
FR
AN
CIS
QUIT
O
DR.
HENRY M
AYO
FOOT
ANTELO
PE
SIE
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UQ
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SA
N
SA
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CA
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LA
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RD.
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ST.E
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CO
UN
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AN
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ST.E
140T
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T.E
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COUNTY
CO
UN
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COVINA
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ND
GLE
ND
OR
A
71
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NA
405
FW
Y.
ISL
AN
D
605
210
405
110
710
210
210
60
170
134
5
10
5
10
EL
MONTE
105
GATE
SOUTH
LA
KE
WO
OD
DIMAS
5
118
5
14
101
91
GLEN
DA
LE
EN
ES
LOCATION MAP
LOS ANGELES
ST E
HUGHES
VENTUR
A
MU
LH
OL
CUT-O
FF
CYN.
BREA
GARDENS
CUDAHY
BLV
D.
MO
NIC
A
MANCHESTER BLVD.
BIXBY
ROLLING
HILLS
SLOUGH
HILLS ESTATESESTATES
PALOS VERDESROLLING
N
E A
O C
F I
P AC I
SE
PU
LV
ED
A
LAWNDALE
ARTESIA
GARDENA
BA
Y
HAWTHORNE
INGLEWOOD
DEL R
EY
M
ARIN
A
SEGUNDO
EL
SA
N
TORRANCE
BEACH
REDONDO
PACIFIC
HERMOSA BEACH
HA
RB
OR
LOMITA
SAN
C
MANHATTAN BEACH
TE
RMIN
AL
HILL
FW
Y.COAST
OR
AN
GE
PEDRO BAY
BEACH
LONG
HY.
SAN
PARAMOUNT
BE
AC
H
GA
BRIE
L
LA MIRADA
FWY.
BELLFLOWER
ARTESIA BLVD.
FW
Y.
FIRESTO
NE
DOWNEY
BLVD.
BL
VD.
PICO RIVERA
SPRINGS
SANTA FE
NORWALK
COMPTON
LYNWOOD
ARTESIA
LO
NG
SIGNAL
LAKEWOOD
GARDENS
HAWAIIAN
CERRITOS
SA
NDIEGO
CARSON
HAC
COUNTY
RD.
AVE. P
HY.
HY.
BE
RN
AR
DIN
O
TUJU
NG
A
HIL
L
LIT
TLE
BIG TU
JUN
GA
CO
UN
TY
FWY.
GLE
AS
ON
AVE.
FW
Y.
HOLLYWOOD
HUNTINGTON PARK
GLENDALE
VIR
G
RES.
TO
PA
NG
AC
AN
YO
N
COAST
PACIFIC
MULHOLLAND
RD.
CA
NY
ON
MA
LIB
U
RD.
LA
S
RD.
HY.
DE
C
LAND
KER
KA
NA
N
RD.
HY.
DU
ME
KANAN
CONTROL DISTRICT BOUNDARYFLOODLOS ANGELES COUNTY
REVISIONS
DATE DESCRIPTION
PROJECT ENGINEER DATE DWG PD
*
RE
ENI
GN
E
LA
NOISSEFORP D
E
RE
TSI
GE
R
*
AI
NR
OFILAC FO E
TA
T
S
MARK
SHEET OF
LOS ANGELES COUNTY PUBLIC WORKS
before you dig.
Know what'sbelow.Call
R
SUBMITTED BY:
DATE
GUARDRAIL REPAIR PROJECT
LOS ANGELES COUNTY PUBLIC WORKS
GUARDRAIL REPAIR PROJECT
PROJECT LOCATION
NOT TO SCALE
NOT TO SCALE
(24X36 SHEET)
X.
XX
XX
XX
XX.
XX
XX
XX
XX.
XX
XX
XX
X
7/3/2019 4:49:16 PM
INDICATES DIRECTION OF TRAFFIC
KEY MAP
CONSTRUCTION LEGEND
INDEX
1
2
3
4
5
6
GUARDRAIL NOTES
STANDARD PLANS
TYPICAL SECTION & DETAILSSHEET 2
TITLE, CONSTRUCTION LEGEND, AND NOTESSHEET 1
REMOVE & DISPOSE EXISTING METAL BEAM GUARDRAIL
MIDWEST GUARDRAIL SYSTEM (CALTRANS STD PLAN A77L2)
TRANSITION RAILING (CALTRANS STD PLAN A77U4)
FLARE TERMINAL SYSTEM (TYPE X-TENSION)
AC PAVEMENT (VARIABLE THICKNESS)
IN-LINE TERMINAL SYSTEM (TYPE X-TENSION)
INSERT NOTES2.
INSERT NOTES1.
PLAN
TYPICAL LAYOUTS FOR EMBANKMENTS
MIDWEST GUARDRAIL SYSTEM RSP A77P2
TRANSITION RAILING (TYPE WB-31)
MIDWEST GUARDRAIL SYSTEMA77U4
CONNECTIONS TO ABUTMENTS AND WALLS
MIDWEST GUARDRAIL SYSTEM A77U3
OFFSET DETAILS
TYPICAL LINE POST EMBEDMENT AND HINGE POINT
MIDWEST GUARDRAIL SYSTEM RSP A77N3
STANDARD RAILING SECTION
MIDWEST GUARDRAIL SYSTEM RSP A77L2
STANDARD PLANS (2015 EDITION)
STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
ADD / DELETE AS NEEDED
COMMONLY USED ITEMS
UPDATE ALL ORANGE TEXT
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\\pwlic01\v8i\WorkSpace\Standards\seed\BorderSheets\LACPW_ENGINEERING_BORDER.dgn
FED ID XXXXXXX
1 XX
PLAN XX
FED ID XXXXXXX
XX-X-XXX.X XXXXXXX
PROJECT TITLEPROJECT SUBTITLE
PROJECT ID NO. RDCXXXXXXX
PROJECT SITE
XXXR.D.
XXX: A1, A2 (IF AVAIL.)T.G.
DESIGN DIVISION - DESIGN TEAM X
ROAD MAINTENANCE WORK ORDER NO. XXXXXXXXX
PROJECT TITLE
TITLE, PLAN, DETAILS
C XXXXX
EM
AN S
'REENIG
NE
LIVIC
CA
DD P
ROJE
CT FIL
E N
AM
EC
HE
CK
ER
DE
SIG
NE
RD
RA
FT
ER
FILE:TIME:DATE:
60% PRELIMINARY PLANS DATE: 7/3/2019AS BUILT DRAWINGSUNOFFICIAL AND SUBJECT TO CHANGE
REVISIONS
DATE DESCRIPTION
PROJECT ENGINEER DATE DWG PD
*
RE
ENI
GN
E
LA
NOISSEFORP D
E
RE
TSI
GE
R
*
AI
NR
OFILAC FO E
TA
T
S
MARK
SHEET OF
LOS ANGELES COUNTY PUBLIC WORKS
PB
SURE TO CHECK WITH GMED/MATRIALS REPORT
BUT MAY CHANGE DEPENDING ON PROJECT. MAKE
NOTE: THE PERFORMANCE GRADE 64-10 IS TYPICAL,
EXAMPLE SHOWN BELOW)
(PROJECT DEPENDENT, EDIT AS NEEDED
EXAMPLE SHOWN BELOW)
(PROJECT DEPENDENT, EDIT AS NEEDED
EXAMPLE SHOWN BELOW)
(PROJECT DEPENDENT, EDIT AS NEEDED
REMOVE PIPE PROFILE DETAIL IF NOT APPLICABLE
COMPLETE NOTES AVAIL. IN LINK)
NEEDED. EXAMPLE SHOWN BELOW.
(PROJECT DEPENDENT, EDIT AS
COMPLETE NOTES AVAIL. IN LINK)
NEEDED. EXAMPLE SHOWN BELOW.
(PROJECT DEPENDENT, EDIT AS
COMPLETE NOTES AVAIL. IN LINK)
NEEDED. EXAMPLE SHOWN BELOW.
(PROJECT DEPENDENT, EDIT AS
COMPLETE NOTES AVAIL. IN LINK)
NEEDED. EXAMPLE SHOWN BELOW.
(PROJECT DEPENDENT, EDIT AS
(24X36 SHEET)
X.
XX
XX
XX
XX.
XX
XX
XX
XX.
XX
XX
XX
X
7/3/2019 4:49:17 PM
UTILITY
O
THE STORM DRAIN WITHOUT INTERFERENCE WITH UTILITIES.
THAT THE CONNECTOR PIPE CAN BE LAID ON A STRAIGHT GRADE FROM THE CATCH BASIN TO
ON THOSE CONNECTOR PIPES WHERE CHANGE IN GRADE IS NOT INDICATED, IT IS ASSUMED2.
AND ALIGNMENT OF THE CONNECTOR PIPE WILL BE STAKED SO AS TO CLEAR THE UTILITY.
OR . AFTER THE EXACT LOCATION A UTILITY HAS BEEN DETERMINED, THE GRADE
LOCATION AND DEPTH OF UTILITIES, EXCEPT SANITARY SEWER, WHICH ARE MARKED
THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS TO DETERMINE THE EXACT3.
ON DRAWINGS
INDICATED DRAWINGS
INDICATED ON
IN DIAMETER FROM THAT OF EXISTING PIPE, USE CONCRETE COLLAR PER STANDARD PLAN 380-3.
WHERE CONNECTOR PIPE HAS A GRADE CHANGE EXCEEDING 0.10 FEET PER FEET, OR DIFFERS 4.
AC PAVEMENT CLASS AND GRADE LEGEND
VALVE
OTHER TREE
OAK TREE
PALM TREE
STREET LIGHT
R/W LINE
PULL BOX
POLE
MAIN LINE
CONNECTOR PIPE
PIPE
MANHOLE
FIRE HYDRANT
DRIVEWAY
CURB RAMP
AC
CONCRETEPAVEMENT
GUTTER
CURB AND GUTTER
CURB
TOPOGRAPHY
EXISTINGIMPROVEMENTS
PROPOSED
LOCAL DEPRESSIONS AT CATCH BASINS313-3
PROTECTION BAR
CATCH BASIN FACE PLATE ASSEMBLY AND310-3
CURB OPENING CATCH BASIN300-3
CONCRETE PAVEMENT JOINT DETAILS134-2
CROSS AND LONGITUDINAL GUTTERS122-2
CURB AND GUTTER - BARRIER120-2
SPPWC, 20XX EDITION
RAILING SECTION
METAL BEAM GUARD RAILING STANDARD A77A1
CALTRANS STANDARD PLANS, 20XX EDITIONltr. CURVE DATA SHOWN IN TABLE ON PLAN
EDIT AS NEEDED)
(PROJECT DEPEDENT,
ABBREVIATION WORD OR WORDS
STANDARD PLANS
WIDTHW
VERTICALV
UPSTREAMU/S
TYPICALTYP
STANDARDSTD
STATIONSTA
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIONSPPWC
SQUARE FOOTSF
RIGHT OF WAYR/W
MINIMUMMIN
MANHOLEMH
MAXIMUMMAX
LOS ANGELES COUNTY FLOOD CONTROL DISTRICTLACFCD
LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKSLACDPW
LENGTHL
INVERTINV
HORIZONTALH
EXISTINGEXST
ELEVATIONEL
END OF CURVEEC
DIAMETERDIA
CUBIC YARDCY
CONSTRUCT, CONSTRUCTIONCONST
CORRUGATED METAL PIPECMP
CRUSHED MISCELLANEOUS BASECMB
CENTER LINECL
BENCH MARKBM
BEGINING OF CURVEBC
ASPHALT CONCRETEAC
UTILITY
UTILITY
EXISTING GRADE
UNDER THE UTILITY.
WHERE UTILITY CROSSINGS ARE MARKED , THE CONNECTOR PIPE GRADE WILL BREAK
MARKED , THE CONNECTOR PIPE GRADE WILL BREAK OVER THE UTILITY AT LOCATIONS
IS NOTED ON THE PROJECT PLANS. AT LOCATIONS WHICH UTILITY CROSSINGS ARE
EXISTING UTILITY. THE PARTICULAR UTILITY AT WHICH THE CHANGE IN GRADE OCCURS,
THE CHANGE IN GRADE OF THE CONNECTOR PIPE MAY OCCUR EITHER OVER OR UNDER1.
U
U O
P1
P2
P3
P4
BASIN
CATCH
UO
CONDUIT
DRAIN
STORM
TYPICAL CONNECTOR PIPE PROFILE
NOT TO SCALE
CONSTRUCTION NOTES
UTILITIES
REFERENCES
CONSTRUCTION SYMBOLS
NOTES
ABBREVIATIONS
TOPOGRAPHY LEGEND
LOS ANGELES BUREAU OF STREET LIGHTINGSTREET LIGHTS:
EXXON MOBIL OIL CORPORATIONOIL:
SANITATION DISTRICT OF LOS ANGELES COUNTYSEWER:
SPRINT
AT&T
VERIZONTELEPHONE:
AT&T
TIME WARNERCABLE:
SOUTHERN CALIFORNIA GAS COMPANYGAS:
LOS ANGELES DEPARTMENT OF WATER AND POWERPOWER:
METROPOLITAN WATER DISTRICT
LOS ANGELES DEPARTMENT OF WATER AND POWER WATER:
LAB NO XXXXXFINAL MATERIALS TEST REPORT:
PWFB 1917, PG 133-149SURVEY FIELD NOTES:
UPDATE ALL ORANGE TEXT
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FED ID XXXXXXX
1 XX
PLAN XX
FED ID XXXXXXX
XX-X-XXX.X XXXXXXX
PROJECT TITLEPROJECT SUBTITLE
PROJECT DESCRIPTION
NOTES AND REFERENCES
PROJECT ID NO. RDCXXXXXXX
C2-PG 64-10
B-PG 64-10
C2-PG 64-10
B-PG 64-10
D2-PG 64-10
SKIP ROW BETWEEN NOTES2.
USE APPROVED NOTE LIST1.
C XXXXX
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REVISIONS
DATE DESCRIPTION
PROJECT ENGINEER DATE DWG PD
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SHEET OF
LOS ANGELES COUNTY PUBLIC WORKS
PB
CONTINUOUSSHADED IF NOT
V
SURE TO CHECK WITH GMED/MATRIALS REPORT
BUT MAY CHANGE DEPENDING ON PROJECT. MAKE
NOTE: THE PERFORMANCE GRADE 64-10 IS TYPICAL,
X.
XX
XX
XX
XX.
XX
XX
XX
XX.
XX
XX
XX
X
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EXAMPLE SHOWN BELOW)
(PROJECT DEPENDENT, EDIT AS NEEDED
EXAMPLE SHOWN BELOW)
(PROJECT DEPENDENT, EDIT AS NEEDED
EXAMPLE SHOWN BELOW)
(PROJECT DEPENDENT, EDIT AS NEEDED
VAULT
VALVE
OTHER TREE
OAK TREE
PALM TREE
STREET LIGHT
FLASHING
TRAFFIC
SIGNAL CONTROL BOX
SIGNAL
SIDEWALK
R/W LINE
PULL BOX
POLE
MANHOLE
GUY WIRE
FIRE HYDRANT
DRIVEWAY
GUY POLE
FENCE
CURB RAMP
BUILDING
AC
CONCRETEPAVEMENT
GUTTER
CURB AND GUTTER
CURB
PORTLAND CEMENT CONCRETE CURB AND GUTTER
PORTLAND CEMENT CONCRETE SIDEWALK, 4" THICK
CURB RAMP, CASE ___, UNLESS OTHERWISE SHOWN
DRIVEWAY, TYPE ___, Y=VARIES UNLESS OTHERWISE SHOWN
ASPHALT CONCRETE PAVEMENT, ON BASE MATERIAL
COLD MILL ASPHALT CONCRETE PAVEMENT
ASPHALT CONCRETE PAVEMENT, VARIABLE THICKNESS
DOUBLE ADJUST MANHOLE
INDICATES WORK PER CONSTRUCTION LEGEND
5" CMB
4" CMB
A x B
ltr.
2" P4
CURVE DATA SHOWN IN TABLE ON PLAN
B = LENGTH PERDICULAR TO CURB
A = LENGTH PARALLEL TO CURBABOVE LINE:
DETAIL; OR TREE PLANTING CASE
VARIABLES; CURB RAMP CASE, TYPE, SECTION AND
OF SURFACE MATERIAL IN INCHES, STANDARD PLAN
INDICATES THE TYPE OF STANDARD OR THICKNESSABOVE LINE:
P1
P2
P3
P4
SKIP ROW BETWEEN NOTES2.
USE APPROVED NOTE LIST TO LEFT1.
MATERIAL IN INCHES OR TREE WELL CASE
REFERENCE TO DETAIL OR THICKNESS OR BASE BELOW LINE:
LAB NO XXXXXFINAL MATERIALS TEST REPORT:
PWFB 1917, PG 133-149SURVEY FIELD NOTES:
LOS ANGELES BUREAU OF STREET LIGHTINGSTREET LIGHTS:
EXXON MOBIL OIL CORPORATIONOIL:
SANITATION DISTRICT OF LOS ANGELES COUNTYSEWER:
SPRINT
AT&T
VERIZONTELEPHONE:
AT&T
TIME WARNERCABLE:
SOUTHERN CALIFORNIA GAS COMPANYGAS:
LOS ANGELES DEPARTMENT OF WATER AND POWERPOWER:
METROPOLITAN WATER DISTRICT
LOS ANGELES DEPARTMENT OF WATER AND POWER WATER:
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8
7
6
5
4
2
3
1
COMPLETE NOTES AVAIL. IN LINK)
NEEDED. EXAMPLE SHOWN BELOW.
(PROJECT DEPENDENT, EDIT AS
COMPLETE NOTES AVAIL. IN LINK)
NEEDED. EXAMPLE SHOWN BELOW.
(PROJECT DEPENDENT, EDIT AS
COMPLETE NOTES AVAIL. IN LINK)
NEEDED. EXAMPLE SHOWN BELOW.
(PROJECT DEPENDENT, EDIT AS
COMPLETE NOTES AVAIL. IN LINK)
NEEDED. EXAMPLE SHOWN BELOW.
(PROJECT DEPENDENT, EDIT AS
COMPLETE NOTES AVAIL. IN LINK)
NEEDED. EXAMPLE SHOWN BELOW.
(PROJECT DEPENDENT, EDIT AS
LOCAL DEPRESSIONS AT CATCH BASINS313-3
PROTECTION BAR
CATCH BASIN FACE PLATE ASSEMBLY AND310-3
CURB OPENING CATCH BASIN300-3
CONCRETE PAVEMENT JOINT DETAILS134-2
CROSS AND LONGITUDINAL GUTTERS122-2
CURB AND GUTTER - BARRIER120-2
SPPWC, 20XX EDITION
RSP A88A CURB RAMP DETAILS (DATED XX-XX-XX)
RAILING SECTION
METAL BEAM GUARD RAILING STANDARD A77A1
CALTRANS STANDARD PLANS, 20XX EDITION
C2-PG 64-10
B-PG 64-10
C2-PG 64-10 D2-PG 64-10
B-PG 64-10
(24X36 SHEET)
AC PAVEMENT CLASS AND GRADE LEGEND
ABBREVIATIONS
ABBREVIATION WORD OR WORDS
TOPOGRAPHY
EXISTINGIMPROVEMENTS
PROPOSED
WIDTHW
VERTICALV
TYPICALTYP
RIGHT OF WAYR/W
STANDARDSTD
STATIONSTA
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIONSPPWC
SQUARE FOOTSF
MINIMUMMIN
MAXIMUMMAX
LOS ANGELES COUNTY PUBLIC WORKSLACPW
LENGTHL
HORIZONTALH
FLOW LINEFL
EXISTINGEXST
ELEVATIONEL
END OF CURB RETURNECR
END OF CURVEEC
DIAMETERDIA
CUBIC YARDCY
CONSTRUCT, CONSTRUCTIONCONST
CORRUGATED METAL PIPECMP
CRUSHED MISCELLANEOUS BASECMB
CENTER LINECL
BENCH MARKBM
BEGINING OF CURB RETURNBCR
BEGINING OF CURVEBC
ASPHALT CONCRETEAC
CONSTRUCTION LEGEND CONSTRUCTION NOTES
CONSTRUCTION SYMBOLS
REFERENCES
UTILITIES
STANDARD PLANSTOPOGRAPHY LEGEND
UPDATE ALL ORANGE TEXT
FED ID XXXXXXX
1 XX
PLAN XX
FED ID XXXXXXX
XX-X-XXX.X XXXXXXX
PROJECT TITLEPROJECT SUBTITLE
PROJECT DESCRIPTION
NOTES AND REFERENCES
PROJECT ID NO. RDCXXXXXXX
#
#
Concrete Sidewalk')
for 'Portland Cement
construction legend # used
(This should be the
specs should all match)
names on plans, estimate,
construction since the
various items of
list as a guide to name the
(use the Standard Items
C XXXXX
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REVISIONS
DATE DESCRIPTION
PROJECT ENGINEER DATE DWG PD
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SHEET OF
LOS ANGELES COUNTY PUBLIC WORKS
(24X36 SHEET)
X.
XX
XX
XX
XX.
XX
XX
XX
XX.
XX
XX
XX
X
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FED ID XXXXXXX
1 XX
PLAN XX
FED ID XXXXXXX
XX-X-XXX.X XXXXXXX
PROJECT TITLEPROJECT SUBTITLE
PROJECT DESCRIPTION
SHEET DESCRIPTION
PROJECT ID NO. RDCXXXXXXX
C XXXXX
EM
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SCALE:
FILE:TIME:DATE:
60% PRELIMINARY PLANS DATE: 7/3/2019AS BUILT DRAWINGSUNOFFICIAL AND SUBJECT TO CHANGE
REVISIONS
DATE DESCRIPTION
PROJECT ENGINEER DATE DWG PD
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SHEET OF
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(24X36 SHEET)
X.
XX
XX
XX
XX.
XX
XX
XX
XX.
XX
XX
XX
X
7/3/2019 4:49:18 PM
HOR. 1"= XX'
VERT. 1"= X'
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FED ID XXXXXXX
1 XX
PLAN XX
FED ID XXXXXXX
XX-X-XXX.X XXXXXXX
PROJECT TITLEPROJECT SUBTITLE
PROJECT DESCRIPTION
SHEET DESCRIPTION
PROJECT ID NO. RDCXXXXXXX
C XXXXX
EM
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UNOFFICIAL AND SUBJECT TO CHANGE
REVISIONS
DATE DESCRIPTION
PROJECT ENGINEER DATE DWG PD
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SHEET OF
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XX
XX.
XX
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XX
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L
Longitudinal bars
Invert
ment is required.
distribution reinforce-
of top slab when
except bottom face
shall be #4±18"c.c.,
All longitudinal bars
Note:
Bars1F & F
H
2 1/2"
Y
W/2
TYPICAL RC BOX SECTION
NOT TO SCALE
TOP OF WALL BASE OF WALL
LONGITUDINAL JOINT
TRANSVERSE JOINT
NOT TO SCALE
CONSTRUCTION JOINT DETAILS
diameters20 Bar
4" to 1
2"
2T
2T
/22T
3T
1T
2T
STRUCTURAL NOTES
STRUCTURE OPENINGS.
PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION
4. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE
EDITION, SECTION 7.2.
REQUIREMENT FOR REINFORCED CONCRETE", LATEST
AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE
3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE
OTHERWISE SHOWN.
TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS
PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY)
HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND
2. CONCRETE DIMENSIONS SHALL BE MEASURED
TO CENTER OF BAR, UNLESS OTHERWISE SHOWN.
1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE
BE LAPPED 30 BAR DIAMETERS AT SPLICES.
DIAMETERS AT SPLICES. TRANSVERSE BARS SHALL
9. LONGITUDINAL BARS SHALL BE LAPPED 20 BAR
SPLICES SHALL BE STAGGERED.
LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS.
MORE THAN TWO SPLICES WILL BE PERMITTED IN ANY
DRAWING WITHOUT APPROVAL OF THE ENGINEER. NO
WILL BE PERMITTED OTHER THAN SHOWN ON THE
8. NO SPLICES IN TRANSVERSE BARS REINFORCEMENT
ROUNDED OR BEVELED.
7. EXPOSED SURFACES OF CONCRETE MEMBERS SHALL BE
STRUCTURAL DETAILS.
SURFACES UNLESS OTHERWISE SHOWN ON THE
ONE AND ONE-HALF INCHES FROM THE CONCRETE
6. THE TRANSVERSE REINFORCING BARS SHALL TERMINATE
OR RADIAL TO THE CENTERLINE OF CONSTRUCTION.
TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL
STAGGERING OF JOINTS WILL BE PERMITTED.
SLABS SHALL BE IN THE SAME PLANE. NO
5. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND
CONTRACTOR'S OPTION.
LOWER LONGITUDINAL CONSTRUCTION JOINT, AT
14. D BARS MAY BE SPLICED 20 BAR DIAMETERS AT THE
FROM THE TRANSVERSE CONSTRUCTION JOINT.
C2, D, F, G, AND H BARS SHALL BE PLACED THREE INCHES
CURTAIN OF REINFORCEMENT COMPOSED OF B, C,
13. AT THE BEGINNING AND ENDING OF ALL POURS, A
MEASURED BETWEEN THE VERTICAL LEGS OF BARS.
OF STRAIGHT BARS AND L-BARS IN WALLS SHALL BE
AT THE CENTERLINE OF CONSTRUCTION. THE SPACING
BARS IN TOP AND BOTTOM SLABS SHALL BE MEASURED
RADIALLY. THE SPACING OF STRAIGHT TRANSVERSE
CURVED SECTIONS TRANSVERSE BARS SHALL BE PLACED
12. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN
50 FEET NOR BE LESS THAN 10 FEET.
POUR, BUT THE SPACING THEREOF SHALL NOT EXCEED
AND WALLS), SHALL BE PLACED AT THE END OF EACH
TRANSVERSE CONSTRUCTION JOINTS (IN BOTH SLABS
11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,
EXTEND THROUGH ALL CONSTRUCTION JOINTS.
10. LONGITUDINAL BARS SHALL BE CONTINUOUS AND
REINFORCEMENT AT THE CENTERLINE OF THE WALL.
17. IF WALL THICKNESS IS SIX INCHES, PLACE
INCLUDE ANY OPTIONAL SPLICES.
INCH FILLET AND STEEL QUANTITIES DO NOT
16. CONCRETE QUANTITIES ARE BASED ON A SIX-BY-SIX
LAPS SHALL BE BASED ON THE SMALLER BARS.
30 DIAMETER LAP BETWEEN THE TWO BARS. THE
BE VARIED CORRESPONDINGLY SO AS TO MAINTAIN A
THE VERTICAL LENGTH OF THE C AND C2 BARS SHALL
THE HEIGHT OF THE STARTER WALL IS VARIED,
CALCULATED FOR A FOUR-INCH STARTER WALL. IF
VERTICAL LENGTH OF C AND C2 HAS BEEN
15. IN ALL SECTIONS LAP C AND C2 BARS. THE
BOX SECTION
Design Cover
Width
Height
Top Slab Thickness
Side Wall Thickness
Bottom Slab Thickness
Concrete Cover ( 3") Min.
W
H
B
Bars
Bar No. & Spacing
Length
Bar No. & Spacing
LengthBars
C
Bars
Bar No. & Spacing
Hor. Length
Vert. Length
Bar No. & Spacing
Hor. Length
BarsVert. Length
Bar No. & Spacing
Hor. LengthBars
Vert. Length
Bar No. & Spacing
Hor. Length
Vert. Length
Bar No. & Spacing
Length
Bars
Bars
D
Bar No. & SpacingF
Bars Length
Bar No. & Spacing
Bars Length
Bar No. & Spacing
LengthBars
G
H
Bars Length
Bar No. & Spacing
NUMBER OF LONGITUDINAL REINFORCEMENT # 4 BARS
includes distributionreinforcement
Bottom Slab
Side Walls
TOTAL
QUANTITIES
Concrete Cu. Yds./Lin. Ft.
Steel Lbs./Lin. Ft.
Top Slab ( )
Y
1T
2T
3T
1C
2C
3C
1B
1F
R C BOX LOCATION SCHEDULE
Station
FromSect.
Box
To Sect.
Box
From
Station
To
HS 20-44 unless otherwise noted
Earth load per Marston's formula: w= pcf
Ku=Ku'=0.150
Bd=Outside width of box plus 3 feet
Side earth psf per foot of depth
Internal water pressure: 62.4 psf per foot of depth
Weight of concrete: 150 pcf
f'c=4000 psi at 28 days
fc =1800 psi
fs =24,000 psi
n =8
Shear and bond stresses per A.C.I. 318-63
STRUCTURAL DESIGN CRITERIAL.A.C.F.C.D. STRUCTURAL DESIGN MANUAL
DATED APRIL 1982
LIVE LOAD
DEAD LOAD
ALLOWABLE STRESSES
const. jointOptional
D Bar
Distribution reinforcement
Sym. about C
G Bar
Bars1B & B
C Bar
Const. joint
Bars3 & C2C
Bar1C
H Bar
1/3
4" to 6"
T 2/3
SINGLE R C BOX
FED ID XXXXXXX
STRUCTURAL SCHEDULE, NOTES AND DETAILS
PROJECT TITLE
1 XX
PROJECT SUBTITLE
PLAN XX
PROJECT DESCRIPTION
FED ID XXXXXXX
XX-X-XXX.X
PROJECT ID NO. RDCXXXXXXX
XXXXXXX
2"
2"
2"
Sym. about C
2" 2
"
1"
2"
2"
2"
C XXXXX
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REVISIONS
DATE DESCRIPTION
PROJECT ENGINEER DATE DWG PD
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XX
XX.
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X
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1
L
TYPICAL RC BOX SECTION
NOT TO SCALE
LONGITUDINAL JOINT
CONSTRUCTION JOINT DETAILS
NOT TO SCALE
BOX SECTION
Design Cover
Width
Height
op Slab Thickness
Side Wall Thickness
Bottom Slab Thickness
Y
H
W
Concrete Cover ( 3") Min.
1T
2T
3T
B
Bars
Bar No. & Spacing
Length
B
Bars
Bar No. & Spacing
Length
Bar No. & Spacing
Hor. Length
Vert. LengthBars
C
Bars
Bar No. & Spacing
Hor. Length
Vert. Length
Bars
BarsVert. Length
Hor. Length
Bar No. & Spacing
Vert. Length
Hor. Length
Bar No. & Spacing
Bar No. & Spacing
Length
Bar No. & SpacingF
Bars
D
Bars
Bars
G
Bars
Bars
H
Bars Length
Bar No. & Spacing
Length
Bar No. & Spacing
Length
Bar No. & Spacing
Length
Bar No. & Spacing
Length
Bars Length
Bar No. & Spacing
NUMBER OF LONGITUDINAL REINFORCEMENT # 4 BARS
Ext. Walls
Int. Walls
1C
TOTAL
Inv. Slab
Top Slab (includes distribution reinforcement)
QUANTITIES
Concrete Cu. Yds./Lin. Ft.
Steel Lbs./Lin. Ft.
R C BOX LOCATION SCHEDULE
StationBox
Sect. From To
Box
Sect. From
Station
To
HS 20-44 unless otherwise noted
Earth load per Marston's formula: w= pcf
Ku=Ku'=0.150
Bd=Outside width of box plus 3 feet
Side earth psf per foot of depth
Internal water pressure: 62.4 psf per foot of depth
Weight of concrete: 150 pcf
fc'=4000 psi at 28 days
fc =1800 psi
fs =24,000 psi
n =8
Shear and bond stresses per A.C.I. 318-63
LIVE LOAD
DEAD LOAD
ALLOWABLE STRESSES
DATED APRIL 1982
L.A.C.F.C.D. STRUCTURAL DESIGN MANUAL
STRUCTURAL DESIGN CRITERIA
STRUCTURAL NOTES
unless otherwise shown. 1. Dimensions from face of concrete to steel are to center of bar,
of conduit on the plan except as otherwise shown. the profile, and parallel to or at right angles (or radially) to centerline 2. Concrete dimensions shall be measured horizontally or vertically on
latest edition, sections 7.1 and 7.2. institute's "building code requirement for reinforced concrete", 3. All bar bends and hooks shall conform to the american concrete
of manhole or junction structure openings. 4. Transverse construction joints shall not be placed within 30 inches
joints shall be normal or radial to the centerline of construction. plane. no staggering of joints will be permitted. Transverse construction 5. Transverse construction joints in walls and slabs shall be in the same
from the concrete surfaces unless otherwise shown on the structural details. 6. The transverse reinforcing bars shall terminate one and one-half inches
7. Exposed edges of concrete members shall be rounded or beveled.
Splices shall be staggered. splices will be permitted in any longitudinal bar between transverse joints. shown on the drawing without approval of the engineer. no more than two 8. No splices in transverse bars reinforcement will be permitted other than
bars shall be lapped 30 bar diameters at splices.9. Longitudinal bars shall be lapped 20 bar diameters at splices. Transverse
construction joints.10. Longitudinal bars shall be continuous and extend through all
but the spacing thereof shall not exceed 50 feet nor be less than 10 feet. joints (in both slabs and walls), shall be placed at the end of each pour, 11. Unless otherwise shown on the drawings, transverse construction
legs of bars. on the typical sections, with the spacing measured between the vertical barrel boxes. straight bars and l-bars in walls shall be spaced as shown be at the centerline of the barrel on the outside of the curve for double slabs shall be spaced as shown on the typical sections: spacing shall bars shall be placed radially. Straight transverse bars in top and bottom 12. Unless otherwise shown on the details, in curved sections transverse
inches from the transverse construction joint. composed of b, c, c2, d, cw, f, g, and h bars shall be placed three 13. At the beginning and ending of all pours, a curtain of reinforcement
longitudinal construction joint, at contractor's option.14. D bars and cw bars may be spliced 20 bar diameters at the lower
The laps shall be based on the smaller bars. correspondingly so as to maintain a 30 diameter lap between the two bars. is varied, the vertical length of the c and c2 bars shall be varied been calculated for a four-inch starter wall. if the height of the starter wall 15. In all sections lap c and c2 bars. the vertical length of c and c2 bars has
quantities do not include any optional splices.16. Concrete quantities are based on a six-by-six inch fillet and the steel
17. If wall thickness is six inches, place reinforcement at the centerline of the wall.
10 feet an alternate section shall be used as indicated below: the outside width of the conduit plus 3 feet for a distance in excess of When the cover is greater than 10 feet and the trench width is greater than When the cover is equal to 10 feet or less the trench width is unrestricted. on a width of trench equal to the outside width of the conduit plus 3 feet. 18. The design of box sections identified by a numerical value only is based
suffix "b" shall be used. a. When the depth of cover is less than 18 feet, sections with the
b. When the depth of cover is greater than 18 feet and:
plus 6 feet, sections with the suffix "a" shall be used. 1. The trench width is less than the outside width of the conduit
6 feet, sections with the suffix "b" shall be used. 2. The trench width is greater than the outside width of conduit plus
2C
3C
1F
1G
1H
DOUBLE R C BOX
2"2"
1T
H3
T
1"
2"
2"
2"
2"Y
2-1/2"
8"W2T
B Bar
FED ID XXXXXXX
STRUCTURAL SCHEDULE, NOTES AND DETAILS
PROJECT TITLE
1 XX
PROJECT SUBTITLE
PLAN XX
PROJECT DESCRIPTION
FED ID XXXXXXX
XX-X-XXX.X
PROJECT ID NO. RDCXXXXXXX
XXXXXXX
diameters20 Bar
1/3
2"
2"
TOP OF WALL BASE OF WALL
4" to 1
2"
2T
2T
/22T
4" to 6"
T 2/3
2" 2
"
Bar1C
const. jointOptional
D Bar
equally spacedLongitudinal bars
B Bar Bar1G
#4±18"
Bar1B
Sym. about C
const. jointroughenedOptional
equally spacedLongitudinal bars
C Bar
#4±18"CW Bar
equally spacedLongitudinal bars
Bar3C
Const. joint
Bar2C
F Bar
#4±18"
Bar1H
Bar1F
H Bar
#4±18"
4"
To 1
2"
const. jointRoughened
Invert
C XXXXX
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1-1/2"
8"
2"
2"
6"
1-1/2"
Const. joint
2"
2-1/2"
Y
Sym. about CL
equally spaced#4 Longitudinal bars
TYPICAL CHANNEL SECTIONNOT TO SCALE
1 5/8"
Bar1B Bar4B
Bar5B
Bar2B
Bar3B
Bar6B
2"
2T
W/21T
Bar7B
Bar8B
Bar9B
H3
T
2" for
W 20'
1" for
W = 2
0'
WALL BASE
LONGITUDINAL CONSTRUCTION
JOINT DETAIL
NOT TO SCALE
FOR CHANNEL WALLS FOR INVERT SLAB FOR WALLS AND SLABS JOINING
OPEN AND COVERED SECTIONS
NOT TO SCALE
TRANSVERSE CONSTRUCTION JOINT DETAILS
2"
2"
2"
2"
t
t/3
STRUCTURAL NOTES
unless otherwise shown.1. Dimensions from face of concrete to steel are to center of bar,
centerline of conduit on the plan except as otherwise shown. on the profile, and parallel to or at right angles (or radially) to 2. Concrete dimensions shall be measured horizontally or vertically
latest edition. institute's "building code requirements for reinforced concrete", 3. All bar bends and hooks shall conform to the american concrete
of inlets.4. Transverse construction joints shall not be placed within 30 inches
construction. construction joints shall be normal or radial to the centerline of same plane, no staggering of joints will be permitted. Transverse 5. Transverse construction joints in walls and slabs shall be in the
structural details. inches from the concrete surfaces unless otherwise shown on the 6. The transverse reinforcing bars shall terminate one and one-half
7. Exposed edges of concrete members shall be rounded or beveled.
Transverse bars shall be lapped 30 bar diameters at splices.9. Longitudinal bars shall be lapped 20 bar diameters at splices.
construction joints.10. Longitudinal bars shall terminate two inches from transverse
except as otherwise shown on drawings. less than 10 feet, measured along the centerline of construction, 11. Transverse joints shall be spaced not to exceed 50 feet nor be
open channel sections with closed conduit sections.12. Transverse joints shall be placed at the junction of rectangular
with standard plan 600-0 except as otherwise shown on the drawings.13. All rectangular open channel walls shall be fenced in accordance
spacing. typical sections. Bars shall be placed radially from the maximum maximum spacing of bars shall not exceed that shown on the 14. Unless otherwise shown on the drawings, in curved sections, the
construction joints. reinforcement bars shall be placed three inches from the transverse 15. At the beginning and ending of all pours, a complete curtain of
between transverse joints. Splices shall be staggered. more than two splices will be permitted in any longitudinal bar than shown on the drawing without approval of the engineer. no 8. No splices in tranverse bars reinforcement will be permitted other
CHANNEL SECTION
Width
Height
Wall Thickness
Slab Thickness
Slab Thickness
Concrete Cover
Bars
Bar No. & Spacing
Hor. Length
Vert. Length
Bar No. & Spacing
Hor. Length
Vert. Length
Bar No. & Spacing
Hor. Length
Vert. Length
Bar No. & Spacing
Hor. Length
Vert. Length
Bar No. & Spacing
Hor. Length
Vert. Length
Bar No. & Spacing
Hor. Length
Vert. Length
Bar No. & Spacing
Hor. Length
Bar No. & Spacing
Hor. Length
Bar No. & Spacing
Hor. LengthBars
Bars
Bars
Bars
Bars
Bars
Bars
Bars
Slab
W
H
Y
TOTAL
QUANTITIES
Concrete Cu. Yds./Lin. Ft.
Steel Lbs./Lin. Ft.
RC CHANNEL LOCATION SCHEDULE
Station Station
From ToSect.ToFromSect.
NUMBER OF LONGITUDINAL REINFORCEMENT # 4 BARS
f'c= 4000 psi
fc = 1800 psi
fs = 24,000 psi
n = 8
foundation modulus k = 165 p.c.i.
STRUCTURAL DESIGN CRITERIA
L.A.C.F.C.D. STRUCTURAL DESIGN MANUAL
DATED APRIL 1982
LOADS
ALLOWABLE STRESSES
1T
2T
3T
1B
2B
3B
4B
5B
6B
7B
8B
9B
Walls
External 62.5 p.s.f. E.F.P.
Internal 40.0 p.s.f. E.F.P.
Shear and bond stresses per A.C.I. 318-63
Chan. Chan.
-
-
-
-
-
-
-
-
-
-
-
-
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ . -
-
-
-
-
-
-
-
-
-
-
- + .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
+ .
1
FED ID XXXXXXX
R C RECTANGULAR CHANNELSTRUCTURAL SCHEDULE, NOTES AND DETAILS
PROJECT TITLE
1 XX
PROJECT SUBTITLE
PLAN XX
PROJECT DESCRIPTION
FED ID XXXXXXX
XX-X-XXX.X
PROJECT ID NO. RDCXXXXXXX
XXXXXXX
2"
2" asphaltic painta thick coat ofPaint surface with
asphaltic filler3/8" Pre-molded
open channel sectionsWall or slab of
asphaltic filler3/8" Pre-molded
covered sectionsWall or slab of
4"-12" Starter
wall
equally spaced#4 Longitudinal bars
equally spaced#4 Longitudinal bars
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60% PRELIMINARY PLANS DATE: 7/3/2019AS BUILT DRAWINGSUNOFFICIAL AND SUBJECT TO CHANGE
REVISIONS
DATE DESCRIPTION
PROJECT ENGINEER DATE DWG PD
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SHEET OF
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(24X36 SHEET)
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0 5 1510
2"
12"
6"
4"
DETAIL "OX"
SCALE 3/4" = 1'-0"
safety collar
Outlet tower
each vertical bar
18-#4A.S. one at
12"
1/2"
23 1/2"
18"
3"
9"
1 1/2"
1-#4 Ring A.S.
1 1/2"
DETAIL "OZ"SCALE 2" = 1'-0"
construction joint
Optional roughened
4 1/2"
5 5/8"
1 5/8"
SECTION OA-OA
SHOWING SECTIONAL PLAN OF TOWER
NOT TO SCALE
18-#5A.S.
works
Outlet
12'-0"
6'-0"
6'-0"
6'-0"
18'-6"
5'-0"7'-6"
See Detail "OX"
Safety collar Orifice
2'-0"x2'-0"
2" Chamfer
DETAIL "0Y"
OB OB
Sta.
See Detail "OZ"
construction joint
Optional roughened
safety collars
center except at
#4 Ring @ 2'-6"
Flow
5'-0" I.D
0"
6"
12"
2 3/8"
20°
DETAIL "OY"SCALE 2"=1'-0"
Reinf. not shown
2"
2"
4"
5"
2 1/2"2 1/2"
6"
2'-6"
Radius
SECTION OB-OBNOT TO SCALE
safety collars
center except at
#4 Rings @ 2'-6"
5'-0" Dia.6" 6"
3"
9'-9"
2'-6" 2'-6"4-#5@16"
Hook one end
6'-9"18" 18"
3"
9'-9"
18"
6'-9"
18"
2'-6"
4-#
5@
16"
2'-6"
Hook o
ne e
nd
5'-0"
2'-11"
3"
2'-6"4-#5@16"2'-6"
Hook one end
SECTION OK-OKNOT TO SCALE
2'-6"
4-#
5@
16"
2'-6"
Hook o
ne e
nd
about C
Symmetrical
L
42" I.D
3"
3"
cut-off collar
#5 @ center of
SECTION OD-ODNOT TO SCALE
12'-0"
6'-9"
#5Bars
2" Chamfer
#6@12"42" I.D#8@12" Bars
4-#7
Bars
4-#7Orifice
X 2'-0"2'-0"
C Outlet worksL
6'-3" Dia.
#6 Bar
Lifting lug#4 A.S.
face)
A.S.(Each
4-#4x2'-6"
#4 A.S.
#6 Bar
Lifting lug
OHOH
(Top & bottom)#4±6"
3"
4"
4"
3"
Typ.
#4 A.S.
22"
Dia.
2" Typ.
PLAN OG-OGSHOWING OUTLET TOWER COVER
SCALE 1/2" = 1'-0"
18-#5 A.S.
Tower OA-OA
Sectional Plan of
bars as shown on
to tie #5 vertical
18-#5 Bars, spaced
19"
El.1443.5
collars
except at safety
@ 2'-6" centers
Rows of 18 openings
openings at base
18-12" High24"
6"
24"
6"
12"
12"
3"
15"
Orificex2'-0"
2'-0"
2"
2"
OF OF
#8@12"
#8@12"
#6Bars
24" Dia.
#6Bars
6'-9"
6'-9"
#6@12"
42" I.D
SECTION OE-OENOT TO SCALE
NOT TO SCALE
SECTION OJ-OJ
6'-9"
7-#7@10"
42" I.D
about
Symmetrical
Make top of cover flush with top of encasement
drilledthrough the ribs of the cover bottom.
cover in auniform pattern. No holes are to be
Plan 630-1. Drill 50 -5/8" Dia. holes through
Manhole frame and cover as per Std.
6" 6"
#8@12"
6'-9"
18"
4-#
7@
12"
18"
12"
4-#
7@
16"
12"
14"22"22"14"
3'-0"
11"
3"
3"#7A.S.
4'-0"
4"
4"
#6@12"
3"
11"
L4x3 1/2x3/8x1'-10"Lock washer
DETAIL "P"SCALE 2" = 1'-0"
L3x3x3/8x1'-6"
weld bolt head to angle
bolt & hex nut.Tack
3#4"x13#4" Long
angle frame (Type.)
anchors, weld to
1/2" Ø x 5" Stud
1 1/8" Ø Hole in angle
15/16" Ø Hole in angle
3 1/2"
3'-6"
2 1/2"
7/8"
SECTION OM-OMSCALE 3/8" = 1'-0"
6'-9"
12"
2'-3"
3'-6"7/8"
7/8"
DETAIL "P"
24"
Dia.
SECTION OF-OFSCALE 3/8" = 1'-0"
clear of manhole
steel in field 2"
Cut reinforcing
6'-9"
#7±10"6" 6"
3"
and cover not shown
Manhole frame
#8@12"
#8@12"
x3'-2"
4#6Bars
4"
Typ.
the total area of longitudinal bars shown hereon.
provide a total steel area equal to 1.275 times
of longitudinal bars must be increased to
place of hard grade steel, the size or number
steel only. If medium grade steel is used in
pipe encasement are designed for hard grade
2. The longitudinal #7 bars shown in the outlet
concrete encasement is being placed.
1. The 42" RCP shall be securely anchored while
Note:
SECTION OC-OCNOT TO SCALE
SECTION OH-OHSCALE 1/2"=1'-0"
12'-6"
11-#4@12"18" 6"
12'-0"
6'-0"
6'-0"
12-#
4@
12"
6"
6"
20"
12"
#7 Bars
#6@12"
#8@12"
Outlet works
42"
Dia. Outlet tower
Sta.
Sta.
concrete surface
312-1. Set flush with
cover per Std. Plan
Manhole frame and
#6 Bar
Lifting lug
17"
22" 8"8"
openingClean
#4 A.S.
two rows (Both ways)All bars #4@6", except as shown
Note:
11#2"6"6
1#2"
11#2"
6"
11#2"
SECTION OL-OLSCALE 3/8" = 1'-0"
OM
OM
22"
18"
12"
2"
5" 5"
2"
grating
Outlet tower
Stud anchors
1#2"Øx5"
3'-6"
12'-0"
x1'-6"
L3x3x3/8
3#4" BoltsTyp.
#2"± 4" cc
Bar2 3/4X1/2X3-31struts between bars
3x3/8"X31#2" Long
L4X3 1/2X3/8X1'-10"
OK
OK OJ OE
OJ OE
OD
OD
OC
OL
OC
OL
OA OA
OG OGEl.
Sta.
6"
18"
C Outlet towerL
DETAIL "OX" Safety collar
placed with cement gun (Gunite).
reinf. conc. or of reinf. conc.
may be either constructed of
Outlet tower above El.
Note:
El.
foundation
at side of
2:1 Fill slope
4'-6" 5'-0"
shown
Grating not
2'-3"
S=.15El.
12'-6"6'-0"
18'-6"
Outlet tower
Sta.
Sta.
24"
SECTION THROUGH OUTLET STRUCTURE
NOT TO SCALE
#7@22"
lengths, Class 1500 D
groove, 8'-0"
tongue and
concrete pipe,
42" Reinforced
24"
of cut off collar
#5@ center
#7@10"
#6@12"
#8@12"
31'-3"
joint. See Detail "OZ"
Optional roughened construction
manhole
to allow for
steel in field
Cut reinforcing
to outlet tower
Grade to drain 6"
9'-0"
El.
5'-0" Dia.
6"
6"
12"12"
fill
Compacted pocket
3'-0" Dia. aggregate
Compacted fill
El.1437.25
4'<
4'4'< <S=.03003
El.
El.
Sta.
18"
2'-6"
6"
#5@16"Cut off collar of const.
accessible due to the type
Omit bottom key if not
#6@12"
#8@12"
back fill
Compacted
Encasement
#7@22"
#7@10" #4@12"
Grade to drain
El.
FS
24"
Dia.
12"
OUTLET WORKS
FED ID XXXXXXX
STRUCTURAL DETAILS
PROJECT TITLE
1 XX
PROJECT SUBTITLE
PLAN XX
PROJECT DESCRIPTION
FED ID XXXXXXX
XX-X-XXX.X
PROJECT ID NO. RDCXXXXXXX
XXXXXXX
A.S.#4 Ring
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