HomeMy WebLinkAboutCC Res 5221 2004-03-22
WHEREAS,
, "._ ~RE_SOLUTION NO. s:2c2./
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/,A'RESOLUl'IOI\LOF THE CITY COUNCIL OF THE
Clm: ~F SEAL BEA~,IiJ;FPROVING STANDARD PLANS FOR
-.-:'j .--J~ SJ~ETFACILITIES,
_ --.~" . I,.-..:! 004 EDITION
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The Pul) - cpartment of the City of Seal Bcach has presented to the City
Council a certain publication which is dcsired by the Public Works Dcpartment to
be used in the pernlitting, dcsign and construction of street facilities within the
City of Seal Beach; and
1
WHEREAS, Said publication is the Standard Plans for Street Facilities, 2004 Edition; and
WHEREAS, Thc City Council desires to approve said publication as the minimum standard to
be followcd for the permitting, dcsign and construction of street facilities within
the City of Seal Bcach and for projects requiring a Public Works Pennit; and to
authorize the Director 8f Public Works/City Engineer to make changes to said
publication as rcquired by new rcgulations, for improvemcnts to the street
infrastructurc, and for the protcction of public hcalth and safcty;
NOW, THEREFORE, THE CITY COUlI!CIL OF THE CITY OF SEAL BEACH DOES
HEREBY RESOLVE, DECLARE, DETERMINE AND ORDER AS FOLLOWS:
SECTION I. AdoDtion. adopts said publication as the minimum standard to be followed
for the permitting, design and construction of strect facilities with the City of Seal Beach.
SECTION 2. Authorization, Authorizes the Director of Public Works/City Engineer to
make changes to said' publication as rcquired by new rcgulations, for improvements to the street
infrastructure, and for the protection of public health and safety.
PASSED, APPROVED AND ADOPTED by the City coun~he A of Seal Beach at a
meeting thereof held on the .2:1 ~ day of - 'A'" , 2004 by the
following vote:
1
ABSENT:
Councihnembers
--h11rr;4-~~
M yor
AYES:
Councihnembe
NOES:
Councilmembers
,
STATE OF CALIFORNIA
COUNTY OF ORANGE
CITY OF SEAL BEACH
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)
1
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I, Joanne M, Yco, City Clerk of the City of Scal Beach, California, do hereby certify that the
foregoing resolution is mt'original copy of Resolution Number ~tl/ on file in the Office of
the Cit Clerk, passed, approved d adopted by the Cin~ City of Seal Beach at a
I eting t ereofhel on the ' day of ,2004.
.
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1
Resolution Number 512/
PRICE: $ 2.00
OfiJ *S'~~=
Public Works
STANDARD PLANS
for
STREETS
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FEBRUARY 2004 EDITION
The following Standard Plans have been adopted by the City of Seal Beach as a guide for
standardization of "Public Works" within the City and have been prepared for the guidance of
engineers, contractors and developers who have an interest in the preparation of plans and
construction of facilities and improvements under the jurisdiction of the City of Seal Beach.
Standard plans are to be used in conjunction with the currently adopted edition of the Standard
. Specifications for Public Works Construction, any adopted supplements or Department
amendments as well as any adopted Design Criteria/Manuals and Master Plans. Conformance
with these standards will reduce design costs and the processing time needed to review and
approve plans. They are not intended to be a substitute for professional engineering knowledge,
experience or judgment. Any deviations from what is contained in the following documents must
be approved in writing by the Director of Public Works/City Engineer. These standards may be
modified from time to time as required. Please visit the Department website at www.sb-
Dublicworks.com to check for new or updated standards.
Douglas A. Danes, P.E", Director of Public Works/City Engineer
Resolution Number ~:L /
044 - 110-4
044 - 114
044-115-1
044 - 116
044 - 132-1
044 -133-1
044 - 133-2
044-134-1
044 -135-1
044 - 135-2
044 - 135-3
044 -140-1
044-150-1
044-160-1
044 - 160-2
044-160-3
044 -182
044 - 1409-1
044 -1409-2
044-1417
Table of Contents
Standard Plans for Streets
I
Plug for Abandoned Driveway (Typical)
Asphalt Concrete Cold Milling Details
Residential Sidewa1k/Parkway Standards
Sidewalk Patching
Excavation. Backf\l} and Repair of Concrete Alleys
Pavement Repair Detail
Pavement Repair for Recently Paved or Sealed Streets
Traffic Control Plans
Traffic Control: Typical Street Closure for Local Street
Sidewalk Closures & Bypass Sidewalks Sheet
Meaning of Symbols on Typical Traffic Control Application Diagrams
Sheet
Sidewalk Encroachments in Main Street Specific Plan Area
Pavement Markers and Traffic Lines
Tree Well Planting Detail
Tree Planting - Parkway Strip
Street Tree Selection by Minimum Parkway Size
Standard Curb Sections Type A
Heights and Lateral Locations of Signs for Typical Installations Sheet
Typical Locations for Signs at Intersections Sheet
Sign Post Installation
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,
,
,
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,
Resolution Numher ~~I
DEPARTMENT OF PUBLIC WORKS STANDARD PLAN
[It
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---------------------- ------
--T--
FULL DEPTH SAWCUT TO A
VERTICAL PLANE ALL AROUND
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Vi
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VI
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--- ~ 4'-0'
~
<(,.J -\""ST. CURB
DRIVEWAY WIDTH 4' 0'
REMOVE EXIST. DRIVEWAY AND
REPLACE WITH STANDARD
CONCRETE CURB, GUTTER & SIDEWALK.
Plan
CON ST. STD.
CURB &: GurrE
o MATCH EX.
CONST. STD. CONe. SIDEWALK
TO MATCH EXISTING
Ie.
1-2"
i
,
,
I
,
,
COLD JOINT OR WEAKENED PLANE JOINT
FILL WITH COMPACTED AGGREGATE BASE
REMOVE EXIST. DRIVEWAY APPROACH
PATCH BACK WITH W./NEW .
/>C MIN. 24" WIDE.
Section A-A
PLUG FOR ABANDONED DRIVEWAY (TYPICAL)
PUBLIC
REVISIONS
NO, OESCRIPTlON
STANDARD PLAN
STD 110-4
SUPERSEDES REFERENCES
Data
STD-182
WORKS
Resolution Number ~;Zl
DEPARTMENT OF PUBLIC WORKS STANDARD PLAN
Asphalt Concrete Cold Milling Details
6' - Residential Streets
12' - Arterial & Secondary Highways
Remove Existing
Pavement by Cold Milling
~"
"'~o ct
~fi
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-~
--
Match Resurface
Thickness - 2" Max.
I'
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C~_--
Existing Curb & Gutter
Pavement
1}2" Min.
See Praject Plans
For Resurface Thickness
DETAIL AT CURB & GlITTER
6' - Residential Streets
12' - Arterial & Secondary Highways
Match Resurface
Thickness unless
otherwise shown
on the Project
Plans
Remove Existing
Pavement by Cold Milling
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--
Grades as Shown
on the Project Plans
or an Grade Sheets I
Existing curb~--.J
r
1}2" Min.
See Project Plans
For Resurface Thickness
DETAIL AT CURB
ASPHALT CONCRETE COLD MILLING DETAILS: Sheet: 1 of 2
STANDARD PLAN
STDl14
PUBLIC REVISIONS
Oat. NO. DESCRIPTION
2"/. -Dl ~~
,~ 1-4-
Dole. ~
~
WORKS
SUPERSEDES
REFERENCES
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C Match Resurface
Thickness- Z' Max.
Remove Existing
Pavement by Cold Milling
'.
24'
Resolution Number
~:21
DEPARTMENT OF PUBLIC WORKS STANDARD PLAN
Asphalt Concrete Cold Milling Details
Existing
Pavement
~/:J6~
c,< ",0 -
~J~l.
1}2" Min.
See Project Plans
for Resurface
Thickness
DETAIL AT PROJECT LIMITS AND SIDE STREETS
ASPHALT CONCRETE COLD MILLING DETAILS: Sheet: 2 of 2
PUBLIC
Dale:
1-1 .ol
WORKS
STANDARD PLAN
STD 114
REVISIONS
NO, DESCRIPTION
SUPERSEOES
REFERENCES
Resolution Number :f':;.:t/
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A
see note 4, 7, 10
..
open'
space
porkwoy
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see
3, "5, 6, 9,
11, 12, 13 "
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... ...
Bock of walk
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of wol~. ..:. ~""..
sidewalk
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see note 4, 8, 10
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.. open
space
, . parkway
curb face
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... II
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~, curb
+
gutter
A"'-- pavement
.
PL
(dimensions vary
W
W1 ~W2
27.
per
la~a:3 j
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pavement
NOTES:
1.
2.
3.
4.
5.
6.
7.
a,
9.
10.
.
SECTION A-A
11.
12.
13.
14.
W=Overall parkway width, Wl =Width of parkway
sidewalk, W3=Width of parkway from curb face
Engineering division. '
Concrete for sidewalk shall be 560-C-3250. Sidewalk surfacing other than standard concrete
requires a nonstandard improvement agreement.
The top 6" sub grade underneath sidewalk shall be compacted to 907. relative density.
Parkway in zanes Wl and W3 shall be a min. 757. softscape plantings or grass. A maximum af
257. hardscape is allowed to include decorative boarders or carriage walks.
Provide adequate sidewalk clasure including "sidewalk closed" signs.
See City standard far sidewalk scaring patterns.
Encroachment into Wl parkway zone with a wall/fence requires a nanstandard encroachment.
A minimum clear distance of 18" must be maintained from back of walk ta praposed wall. If W1
is less than 18" no encroachments a're allowed.
See City standard fQr installation of roat barriers at existing tree locations.
Match existing sidewalk width.
Construction of new improvements for new development in W-zone (parkway right-of-way) shall
require correcting all deficiencies to current standards including but not limited ta removing illegal
encroachments, concrete parkway, and replacement of inadequate curb gutter sidewalk as required
by City Engineer.
Graffiti on newly placed concrete will require replacement from scare line to score line.
Sidewalk sholl have a fine braom finish.
Minimum thickness for sidewalk is 4".
For all pedestrian walkway areas including sidewalks, cross slope shall not exceed 27..
from praperty line to back of
to front of wal~. Verify actual
walk, W2= Width of
dimensions with
I
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NO,
REVISIONS
DESCRIPTIONS
STANDARD PLAN
STD - 115-1 I
SUPERSEDES REFERENCES
RESIDENTIAL SIDEWALK/ PARKWAY STANDARDS
Rt\O~ '_
DEPUlY NGlNEER-RCE 61527
APPR DATE:
PUBLIC
WORKS
SHEET 1 OF 1
FIG. 1
I
Grind if displacement is less than Yo: If
greater than Yo" apply appropriate
materials
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Repaired slope should be 6: 1
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FIG. 2
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Repair when slope is grealer
than 5;1
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FIG. 3
Cracks )1," in width
should be filled ...........
o
Holes graater than
y.." in diameter and in depth ShDUld be filled
Resolution Number 0-;.2 I
FIG.4
Repair when slope is 5: 1
FIG.S
..,. "
Repaired slope ShDUld be 6,1
Worn out patch should
be repaired
Patches with holes, displacements
or cracks should be evaluated for
removal and replacement
SIDEWALK PATCHING
I
WORKS
PUBLIC
NO.
REVISIONS
DESCRIPTIONS
STANDARD PLAN
116
SUPERCEDES REFERENCES
044-t60
SHEET 1 OF 1
Resolution Number ~~I
ALLEY PANEL REPAIR
A
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8. . . .
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8' MIN
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. 8' MIN .
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.
.
.
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FULL LENGTH OF
ORIGIN).!. PANELS.
(12' TYPICAL)
PARnAL
(TRANSVERSE)
A
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SECTION A A T= MINIMUM S' OR EXISTING
- WHICHEVER IS GREATER
N.T.S.
1. Any cut into on existing concrete
alley shall require full panel replacement.
Partial Transverse replacement is allowed
at the discretion af the City Engineer.
2. Saw-cut prior to removal of concrete.
3. Backfill and Compact in 6" lifts.
4. Trench backfill shall be densified to a
minimum 90% relative compaction. When
concrete is placed directly on subgrode
material. the top 6" of subgrade material
shall be compacted to a relative compaction
of 95%. The contractor shall over excavate
for poor soil and import 3/4" crushed
aggregate base as directed by the City
Engineer.
NOTES:
8. When opplicable, stamp locotion of
sewer lateral connection with "S..
9. Graffiti on newly placed concrete will
require replacement from scoreline to
scoreline.
10. During excavation and subgrode
preparation, the contractor shall take
all necessary steps to ensure protection
of all improvements, whether public or
private, including utilities and their'
services, from any damage that could
occur due to contractor's operation.
5. Concrete sholl be closs 560-C-3250.
6. Finish concrete to match existing.
7. If concrete up to 4' adjacent to the
repoir is in poor condition and will be
undermined or damaged by the repair.
replace additional concrete olley at the
direction of the City Engineer. The panel
size of the entire repair can be increased
as long os the adjacent panel will not be
less than 8'.
11. Temporary pavement replacement
shall be placed at contractor's expense.
It shall be placed level with the existing
pavement on compacted trench backfill
and be 0 minimum of 2" thick.
12, Concrete shall be replaced within 2
weeks a nd only after settlement has
taken place and the fill surface has
sufficiently dried.
13. Provide adeq uate alley closure signage
including rood closed signs during cons-
truction.
REVIEWED
00.. _ 02/26/01
DEPUlY CITY ENGINEER RCE 57202
APPRO'IEIl
PUBLIC
G)
NO.
1
REVISIONS
DESCRIPTIONS
Change Format
STANDARD PLAN
132-1
SUPERSEDES REFERENCES
EXCAVATION, BACKFILL AND REPAIR OF CONCRETE ALLEYS
WORKS
SHEET \ or 1
....\..... _\.........&'^............_~eon"l .,,'" . _ OllIe',,_ "..,_... .ro'
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1
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1
;
EXIST. AC
EXIST. BASE
BEDDING PER
STD. PLAN OR
GEOTECHNICAL REPORT
APPROVED BY THE
CITY ENGINEER
NOTES:
o
o
Resolution Number .5:l.z J
(3)
CD
'B'
2'
" MIN.
2'
, ,
'.
.4
AGGREGATE r;:-,4 4
BASE," I.::.J
1 0."
1.______
~."
"
"
,
COLD PlANE AND REPlACE A.C.. SAWCUT PRIOR TO EXCAVATION IN NEAT, STRAIGHT LINES MINIMUM DF 1 -1/2 INCHES
DEEP.
REVISIONS ORAWN
NO. Err OATE APPROVED IN
CHECKED
BZ
DATE
SEPT. 99
ND SCALE
C:\CI1'YST05\STD1",,-1.0'Ml 00-27-'9
REMOVE AND REPlACE A.C_ TO EDGE DF GUTTER (OR TO CURB FACE IF NO GUTTER EXISTS) WHERE 'B' IS LESS THAN DR
EOUAL TO S'. (REMOVE ALL REMAININC PAVEMENT SECTIONS LESS THAN J' WIDE). ENGINEER MAY REOUIRE ADDITIONAL
PAVEMENT REMOVAL WHEN UNDERMININC OCCURS.
o
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o
@
CD
@
o
@
@
@
USE TYPE C2 -AR4DDD FOR AC REPlACEMENT. USE TYPE B-AR4000 AHRM FOR AC RUBBER REPlACEMENT (SEE CI1Y
SPECS. SECTION 600).
COMPACT TO 99 RElATIVE COMPACTIDN. CONTRACTOR TO PAY FOR COMPACTIDN TESTS IF REQUIRED BY CITY ENGINEER.
NO LONGITUDINAL JOINTS ARE ALLOWED IN WHEEL PATH.
RESTORE ANY TRAFRC STRIPING (MINIMUM 1WO COATS FUR PAINT).
STEEL PlATE AU. OPEN EXCAVATIONS AT THE END OF E:ACH WORKOAY.
REMOVE EXCAVATED MATERIAL FRDM THE JOB SITE AT CLOSE OF EACH DAY_
MINIMUM 72 HOUR POSTING OF TOW-AWAY NOTICES.
TEMPORARY PAVEMENT REPlACEMENT SHALL BE PlACED AT THE CDNTRACTOR'S EXPENSE. IT SHALL BE PlACED LEVEL
WITH THE EXISTING PAVEMENT ON COMPACTED TRENCH BACKFILL AND SHAll. BE A MINIMUM OF 2" THICK.
PERMANENT PAVEMENT RESURFACING SHAlL BE DQNE WITHIN 1WO WEEKS AFTER BACKFILLING OF TRENCHES HAS BEEN
COMPLETED. AND ONLY AfTER SETTLEMENT HAS TAKEN PlACE AND THE FILL SURFACE HAS SUFRCIENTL Y DRIED.
CONTACT SURFACES OF EXISTING PAVEMENT. MANHOLE FRAMES AND SHAFTS AND CONCRETE SURFACES SHALL BE GIllEN
A TACK COAT BEFORE PERMANENT ASPHALT TRENCH RESURFACING IS PlACED.
SEAL BEACH ENGINEER
PAVEM NT
STANDARD DRAWING
----
Resolution Number ~~I
BACKGROUND:
DEPARTMENT OF PUBLIC WORKS STANDARD PLAN
Pavement Repair for Recently Paved or Sealed Streets
The following conditions are designed to preserve the integrity of new streets and forestall deterioration by preventing storm 1
water intrusion and differential settlement that is often associated with street patching. It is not the intention of this section to
prohibit necessary improvements to the infrastructure, Certain emergencies may occur that necessitate the open cutting of
new street pavement. If an installation or repair is critically needed and no other alternatives exist, the City Engineer may
approve an open cut within new pavements under the following criteria:
STREETS PAVED/OVERLAID WITHIN
5 YEARS
Minumum Depth:
~ Final resurfa~ing shall include the grinding of eXisting
surrounding pavement and repaving at a minimum
depth of 1 %".
Trenches perpendicular to traffic lanes:
~ Grind 10' on either side of the trench line for
residential streets and
~ Grind 50' for arterial streets on either side of the
trench line and for the full width of any traffic lane(s)
that has been cut.
Trenches parallel to the traffic lanes:
~ Grind the entire width of the traffic lane(s) for the full
length of the trench, but not less than 100'.
Trenches other than perpendicular or parallel to traffic
lanes:
~ The City Engineer shall establish appropriate limits of
paving.
Transverse paving joints:
~ Place perpendicular to the direction of travel and
longitudinal paving joints shall not be permitted in
vehicle wheel paths.
All work shall meet all applicable standards including STD_
133-1.
STREETS SEALED WITHIN 3 YEARS
(Slurry Seal, Rubberized Chip)
Time frame:
~ Apply seal to patched area no sooner than 30 days
or later than 90 days after the completion of the
pavement repair.
Trenches perpendicular to traffic lanes:
~ Seal 1 0' on either side of the trench line for
residential streets and
~ Seal 50' for arterial streets on either side of the
trench line and for the full width of any traffic lane(s)
that has been cut. ' .
Trenches parallel to the traffic lanes:
~ Seal the entire width of the traffic lane(s) for the full
length of the trench, but not less than 100'.
Transverse paving joints:
~ Place perpendicular to the direction of travel and
longitudinal paving joints shall not be pennitted in
vehicle wheel paths.
All work shall meet all applicable standards.
1
PAVEMENT REPAIR FOR RECENTLY PAVED OR SEALED STREETS
REVISIONS
NO OESCRIPTION
PUBLIC
~ ;G'
~ - ~
. .
Dais: I <i/~ .
Ao_bvlll,_oIPu~lc_ ~120"l..
WORKS
ORAWN'
CHECKEO'
STANDARD PLAN
STD 133.2
SUPERSEOES REFERENCES
STO 133.1
1
(RAFFIC CONTROL GENERAL NOTES:
1. All work shall be done in accordance with the Work
Area Traffic Control Handbook (WATCH), latest
edition, and the Caltrans Manual, Section 5, 1992
edition, and the City of Seal Beach Standard Plans. In
case of. discrepancy, this provision lakes precedence
over WATCH, which takes precedence over the
Callrans Manual, Section 5. WATCH is published by
Building News, Inc. _
2. The 85~ percentile speed shall be used to determine
detour taper lengths and sign/delineator spacipg. This
information will be supplied by the City TraffIC
Engineering Section upon request.
3. Construction operations shall be conducted in such a
manner as to cause as lillle inconvenience as possible
to abutting property owners and commuters.
4. The Contractor shall have all signs, delineators,
barricades, etc, properly installed prior to commencing
construction and shall not attempt to switch to a
subsequent phase during working hours. All traffic
detours shall be approved by the City Traffic
Engineering Section.
5. The Contractor shall maintain, on a 24-hour basis, all
1 signs, delineators, barricades, etc., to ensure proper
flow and traffic safety.
6. The Contractor shall utilize flaggers during work hours,
as deemed necessary by the City.
7. Flashing Arrow Boards shall be used on all primary
and secondary arterial streets, or where deemed
necessary by the City Traffic Engineer. The Flashing
Arrow Board shall be stationary and kept in place at all
times. In or near residential areas, the Flashing Arrow
Board shall be solar-powered.
8. The City Traffic Engineering Section and the Inspector
reserve the right to observe the traffic control plans in
use and require the Contractor to make any necessary
changes as field conditions warrant.
9, Speed Limit Signs:
A. 'Road Work Speed Limit 25' (C17)(25)) signs
shall be posted approximately every 300 feet
throughout the construction zone and after
each intersection, starting at the 'Road
Construction Ahead' (C18) signs. 'End 25
TRAFFIC CONTROL PLANS
PUBLIC
REVISIONS
NO, OESCRIPTION
~~f1bQ
llriC of Pu~~ WoIU
WORKS
ORAWN,
CHECKEO:
Resolution Number ~,:), I
DEPARTMENT OF PUBLIC WORKS STANDARD PLAN
Traffic Control Plans (Page 2 of2)
Speed Limit' (C17)(Back)) signs shall be
posted at the ends of the construction zone,
B. If the posted speed limit is greater than 35
MPH, 'Reduce Speed Ahead' (R2-5) signs
shall be posted with the C18 signs, and the
first C17(25) signs shall be posted with the
'RIlU lane Closed Ahead' (C20) signs,
C. Any existing speed limit signs or other
conflicting signs in the construction zone shall
be covered during construction with black
heavy-duty plastic bags, which are secured
with tape to the signpost below the sign. In
no case shall tape be applied to any sign.
10. Warning Signs:
A. All advance warning sign installation shall be
equipped with flags for daytime closures,
B. All signs shall be reflectorized and of slandard
size.
11. It is the responsibility of the contractor performing work
on a public street to install and maintain the traffic
control devices as shown herein, as well as any such
additionaltraffi~ control devices as may be required to
ensure the safe movement of traffic and pedestrians
through or around the work area and provide maximum
protection and safety to construction workers.
12. All temporary traffic control devices shall be removed
following completion of each construction stage and
the permanent traffic control devices, including but not
limited to pavement markers, pavement striping and
traffic signs shall be restored by the contractor upon
completion of project.
13. Contractor shall replace/repair all damaged striping
with temporary striping or raised pavement markers at
the end of each working day.
14. Contractor shall maintain pedestrian access at all
times. '
15. All traffic control devices shall be kept in their proper
position at all times, and shall be repair, replaced, or
cleaned as necessary to preserve their appearance
and continuity.
16. All delineators shall be equipped with nighttime
reflective bands.
17, Contractor shall cover or remove all conflicting signs.
STANDARD PLAN
STD 134-1
SUPERSEDES REFERENCES
Resolution Numb~r ~~J
.
DEPARTMENT OF PUBLIC WORKS STANDARD PLAN
Traffic Control Plans (Page I of2)
A traffic control plan (Plan) is required whenever work is to be
performed within the pubic right-of-way and is deemed
necessary by the City of Seal Beach (City) Traffic Engineer.
Work cannot start until the traffic control plan has been
approved by the City Traffic Engineer.
The Plan shall be prepared under the supervision of, signed and
sealed by a Califomia-registered Civil Engineer practicing
Traffic Engineering. The Plan, which shall be designed in 1"=
40'or 1'= 50'scale and printed on a 24"x 36'sheet(s) of mylar,
shall include the following:
t.
1, The name, address and telephone number of the
responsible engineering firm.
2. The estimated number of working days to
complete the work.
3. The 'Construction General Notes: and the Traffic
Control General Notes".
4. The City 01 Seal Beach block.
5. A legend 01 the various traffic control devices, i.e,
Type II and Type III barricades, delineators,
flashing arrow boards, and high-level waming
devices.
6. A legend 01 the various signs used on Plan. The
legend is only necessary on the first sheet of the
Plan.
7, Existing striping and pavement markings, street
center line(s) with stations, curb lines, relevant
existing signs, existing curb markings, driveways
in critical locations, and type 01 intersection
control, I.e. signals or stop signs.
8. Existing and proposed lane widths, construction
zone widths, and other dimensions.
9. The means 01 traffic control by signing, striping
and delineation.
10. The tapers 01 any detour striping, i.e. 100:1, and
also identify the length, and beginning and end 01
each taper,
11. The locations where parking is to be removed
during construction.
CONSTRUCTION GERNERAL NOTES:
1. Street closures or lane closures shall be confined to
the hours between 9 a.m. and 3 p.m., Monday through
TRAFFIC CONTROL PLANS STANDARD PLAN
STD 134-1
PUBLIC REVISIONS SUPERSEDES REFERENCES
~ G NO, DESCRIPTION
~/ ~~; 0"'
ADproved by OIrec Public Works
ORAWN, CHECKEO: WORKS
1
,
,
,
,
,
Resolutiun Number ~~I
DEPARTMENT OF PUBLIC WORKS STANDARD PLAN
Typical Street Closure for Local Street
- I t l t ma FT
r.""
FPolll'll\' NO PMIONO" .....1
-- t, :~.~: -
..~~ I~m
- C2~ ~C2 -
. . II .. .
""J j""'Po,:"," "" ...."... Nt~
:IDa FT t t l t
t=:
CONSm!Jl:T1DN SIGNS,
~
!
~
IWlRIc:I'lIE
(FIlR D.CN.l'\nON DNL Y)
SIc:N
C2 , RClo'D CLOSED
<:18 : I!O'\D CLD5ED Nt6'/)
-
WaRK MEA
-
-
TRRFFlC DIREX:I1CN
TRAFFIC CONTOL: Typical Street Closure for Local Street: Sheet: 1 of 1
STANDARD PLAN
STD 135-1
PUBLIC
REVISIONS
SUPERSEDES
REFERENCES
Date
NO OESCRIPTION
WORKS
Resolution Number ~:2,1
~( ~1 1'7 I
~. i I ct
.~ ;~ , ,
.~~ ' : ~
~ ,'" .
~ I I :1
' ,
'..r. ..
, ;frr. ~
..'"..
~, -,
e.
SIDEWALK DETOUR
Sidewalk Closures & Bypass Sidewalks Sheet: 1 of 2
~~;
;...'
..,'.
.;':",
...; &:~
~
~
t~;i!
~~
~
t'llt..~
~..
~:
',';:':
,..:-t
f~
SIDEWALK DIVERSION
REFERENCES
STANDARD PLAN
STD 135.2
PUBLIC
REVISIONS
NO, DESCRIPTION
SUPERSEDES
Dale'
WORKS
Resolution Number &~ I
Sidewalk Closures and Bypass Sidewalks
Standard:
1. Where sidewalks exist, proviswns shall be made for disabled pedestrians.
Guidance:
2. Where high speeds are anticipated, a ~emporary traffic barrier and, if necessary, a
crash cushion; should be used to separate the temporary sidewalks from motor
vehicle traffic.
Option:
3. Street lighting may be considered.
4. Only the temporary traffic control devices related to pedestrians are shown. Other devices,
such as lane closure signing or ROAD NARROWS signs, may be used to control motor
vehicle traffic.
5. For nighttime closures, Type A Flashing warning lights may be used on barricades that
support signs and close sidewalks.
6. Type C Steady-Bum warning lights may be used on channelizing devices separating the
temporary sidewalks from motor vehicle traffic flow.
7. Signs, such as KEEP RIGHT (LEFT), may be placed along a temporary sidewalk to guide or
direct pedestrians.
Sidewalk Closures & Bypass Sidewalks Sheet: 2 of 2
STANDARD PLAN
STD 135-2
PUBLIC
REVISIONS
SUPERSEDES
REFERENCES
Dale
NO, OESCRIPTION
Resolution Number U.2./
III
000
.
...
L.-
.
.
1
.
.
"'"
..
I
f---O--/
E9
r
~
"""'"
~
H
8
~
BEll
Arrow panel
Arrow panel support or trailer
Channelizing deVice
Direction of traffic
Direction of temporary traffic detour
Flagger
.,
High-level warning device (Flag tree)
Luminaire
Pavement markings that should be
removed for a long-term project
Sign (Shown facing left)
TempDrary barner
Temporary barrier with warning lights
Surveyor
Traffic or Pedestrian signal
Truck-mounted attenuator
Type III Barricade
Crash Cushion
Changeable message sign or support trailer
Warning lights
Work space
Work vehicle
Meaning of Symbols on Typical Traffic Control Application Diagrams Sheet: 1 of 1
PUBLIC
Dale'
WORKS
REVISIONS
NO, OESCRIPTION
STANDARD PLAN
STD 135.3
SUPERSEDES
REFERENCES
Resolution Number
.f22/
DEPARTMENT OF PUBLIC WORKS STANDARD PLAN
Sidewalk Encroachments In Main Street Specific Plan Area
~he following standards are applicable for sidewalk encroachments in the public right of way in the area designated in the
ain Street Specific Plan. ,
eneral Reauirements:
Any type of sidewalk encroachment, including but not limited to, street furniture, structural or architectural elements of
adjacent improvements, balconies, stairways, and overhangs, bike racks, tables, public telephones, kiosks, vending
machines, awnings, banners, private lighting systems, walls, or other type of outdoor encroachments placed on sidewalk
within the public right of way shall comply with the following general requirements:
. A minimum distance of not less than a five-foot wide pedestrian travel aisle shall be maintained within the public
right of way at all times. Areas with heavy pedestrian traffic may be required to maintain a minimum of eiaht feet
clear width on the sidewalk as determined by the City Engineer;
. A minimum distance of not less than a twet-foot wide pedestrian aisle shall be maintained on each side of where the
parking stall line Intersects the curb line to allow for adequate egress and ingress of pedestrians from their vehicles
to the sidewalk area;
. To ensure the required pedestrian travel aisle, all encroachments shall be set back a minimum of three feet from
any fixed sidewalk obstruction, including but not ,limited to, tree wells, street trees, parking meters, water hydranls,
light poles, utility equipment boxes, newspaper racks and bus benches,
. Encroachments shall not be located within ten-feet of a cross walk.
I.
All sidewalk encroachments shall comply with all applicable provisions of the Uniform Building Code, including but
not Iimiled to, maintaining proper building egress and ingress at all times, and providing appropriate handicap
access; This includes for doorways that open in a four-foot clear distance from the doorway for the widlh of lhe door
plus one-fool from the strike side of the door jamb and for doorways that open out a five-foot clear distance from the
doorway for the width of the door plus two-feel from the strike side of the door jamb.
Any encroachments, which are cantilevered or hung above the sidewalk, shall have a minimum of eiahl-foot
clearance from the ground to the lowest element of the encroachment to provide for adequate height clearance for
pedestrians.
Any encroachments within thirtv five feet from the intersection of street property lines shall not be in excess of two
and one-half feet high to provide for adequate vision clearance for vehicles.
Any encroachments within four feet from the intersection of an alley with any street right of way, or at the
intersection of any alley with any other alley, shall nDt be in excess of three feet high to provide for adequate vision
clearance for vehicles.
. Encroachment shall be located at least one and a half feet from the curb face. In areas where vehicles do not park
or otherwise extend over sidewalk, this set back may be reduced at the discretion of the City Engineer.
. Encr~achments may not be chained or otherwise anchored to any tree, street light, parking meter or other property.
Any application shall be denied if the City Engineer shall find that the maintenance of the encroachment would tend to
obstruct passage along any public way or create a hazard or would otherwise be detrimental to the public safely, welfare or
convenience. '
.
.
.
SIDEWALK ENCROACHMENTS IN MAIN STREET SPECIFIC PLAN AREA (Sheet 1 of 1)
Dale, Y'1!'iI.3
RCE
PUBLIC
REVISIONS
NO OESCRIPTION
STANDARD PLAN
STD 140-1
SUPERSEOES REFERENCES
ORAWN'
CHECKEO'
WORKS
-
Resolution Number () :l:JJ
DEPARTMENT OF PUBLIC WORKS STANDARD PLAN
Sidewalk Encroachments in Main Street Specific Plan Area
Benches:
When applying the above-mentioned general requirements to benches, a two-feet allowance shall be made for the space
required for a person sitting on the bench.
Benches to be installed in an area where there is a theme or bench style shall conform to that theme or style
No bench shall be more than fortv-two inches high nor more than two feel. six inches wide, nor more than seven feet long,
overall.
Each bench must have displayed thereon, in a conspicuous place, the name of the permittee and the permit number.
It shall be the duly of the permittee to maintain each bench at all times in a safe condition and at its proper and lawful
location, and to inspect each bench periodically.
Each bench must be placed parallel to the curb.
Bicvcle Racks:
Bicycle racks shall be located to allow bicycles to extend five feet from the center of the rack and comply with the above requirements.
1
SIDEWALK ENCROACHMENTS IN MAIN STREET SPECIFIC PLAN AREA (Sheel2 of 2)
REVISIONS
NO, DESCRIPTION
STANDARD PLAN
STD 140-1
SUPERSEDES REFERENCES
I
u .u._" PUBLIC
ate, 7 '~""...
~~E~"'RCE ~
~ Ds!sq;g~V
AD..- by Dncklr of Pulllc WoIks RCE
DRAWN' CHECKEO' WORKS
"
::
~
,
Use Detail 2 unless otherwise shown on the project plans.
CENTERLlNES
(2 LANE HIGHWAYS)
DETAIL 1
-E=::r-"
-
F .
=
1r---1-,.-ooI
= t,
DETAIl. 2
-k-M~~"'i
-
DETAIl. 2
,. i;
-L-.....__..,.
c =
-
~
DET~ 4 .
- ti-1o&-o - ..:., 0 0 .~
- .-I.......
DETAIl. .
-L::..J
-
..
1==5
DETAIL'
"'6---~I-i
-
DETAIL 7
-I--I_____:T-.,., I
(J 0000 0
- -1-
LEGEM>
MARKERS
MARKER
OET AILS
o
_r_
.~
'In..-
(].
.'
--
o nPl A WNte .....,.....01'"
m TYPE AT ,.... ~.n.ctI,.
[B TYPI!C~_"'nllClll'.
ID nPlD,........,'.._...'...tho.
{I TTPI! G OMa..,cr.. ...noeU"
EI nPl" an.-.., ,..... llen..u..
"PE A I TYPE AT
-------IlL _ , JII. I
~~.rr C::::S'.1lII'
=j~ ~~
LINES
C=::J 4- 'MI'le
C:::i:J 4" ,.now
.. arr"llOII of na...
..-
TYPIC I TYPED ml II I TV,.H
N01'ES'~~Ar.-aI
~F_'IIIO__.JnctI
2 ... NMd Hat III........
Pavement Markers and Traffic Lines (Sheet: 1 of 6)
PUBLIC
Resolution Number ,3';,,t,1
DEPARTMENT OF PUBLIC WORKS STANDARD PLANS
LANELlNES
(MULTILANE HIGHWAYS)
DETAIL .
-E=r-'~"-E!:l
-
DETAIL II
-}I'h~'~-~""'i
-
DETAIL 10
- }"-t-I'~:_I__-1
00 000 II
- ....
DETAIL 11
E==J
-
.
~
DETAIL 12
-'- 11 r------l
'I----;--'r:! I
~ ~
-
DETArL 13
-J----.+-- I-,---,,-J
(J 0000 [J
- .........""-
DETAIL 14
~ ,~, :1
- ,-:~"--r-
~ 0000 II 0000 II 0000
_ -l11-
DETAIL 14
STANDARD PLAN
STD 150-1
REVISIONS
SUPERSEOES
REFERENCES
NO OESCRIPTION
WORKS
~
~
"
Resolution Number E.z/
Use Detail 16 and 22 unless otherwise shown on the project plans,
NO PASSINC ZONES .. ONE DIRECTION
_~T'~I"---r--T'~I"'-T""f'--I .s"
IlllIlII &;II _L
DE TAIL 15 -- T
-
~ 0.'
- "/t"-r-"~"'2''''
B IllSIIIlI a
~L]"
....7.~
IIiIiIl3I
* DETAil. 16
..-
.....~~ ~.,.... l'
,~
DE TAIL 17
8 8 8 '[zOo
...-..2..-.....- 24'. ~
'"
~ ~1.......~.~1--2.tIJ.~ 1]00
Ii ... a ..0 iii
8 .. .. .... .. 8 .. .. . e .. aT
- .....1-
__11" I
IlIiIIIflIIlll
]&'
~_e"
DE TAIL 18
,
..~....uA..T
-
DE TAIL 19
_ ~11.~12.~11---t J"
III IIIIi1IlmlIIlI IlIl
. "'I
zo.----.flzoo
a
-~Z.tIJ
8
I
, 0& --I
- 1---1I..-+-I2.~...I]..
C ..00.. III
DETAIL 20 a . .. . III II a 1111 .. 0 II 8T
- .....'-
NO PASSINC ZONES - TWO
DIRECTIONS
L]"
,
-
DE TAIL 21
-.
~""" ......T
-
_ ____Z.tIJ'
III
I
tl
Z.'-rZ"
lIIi
* DETAn.. 22
......
"
..." :IJ"
:I
.
DEUL
_II Ii 11I12"
~.tIJ' I 2.---, ]"
23 III . . 8 . II III 1111 8 8 1111I1
III..... III... e elllT
-
DEPARTMENT OF PUBLIC WORKS STANDARD PLANS
IlARKERS
o TYPEA__.....I._~
. TYPEA"'hIOIr"~
[I TYPE C .......- IWiIcIw
LINES
c::::::J .- ...
__ .. v...,
LEGEND
II 'nPE D T......,,...........
CI T'\'PEGO"....,c-~
. 'nPE " 0.-..,. ,... ........
- anc... III T.....
.......
* DENOTES DETAIL TO BE USED UNLESS OTHERWISE SHOWN ON THE PROJECT PLANS
Pavement Markers and Traffic Lines (Sheet: 2 of 6)
PUBLIC
NO, DESCRIPTION
WORKS
REVISIONS
STANDARD PLAN
STD 150.1
SUPERSEDES
REFERENCES
Use Detail25A and 26 unless otherwise shown on the project plans,
LEFT EDGEUNES
(Divided Highways)
DETAJL 24 ...............~ ,:..: ....... 'A "-- -->>Z''Il-i
_ 'EdgllalDvllllll'-r-t
....."""',.. ................... -~>:::~ ......-*
(I 'Edgltoflr1NelH->>'l:I~
-- I 4~ I
DETAIL 25
"U ".~ "" ,,_ ~'-.l
DETAIL 25A -'rt
II II 111-'1
- 1---24.--1.-24--1 \EdgllDl"...-.cl""
DETAIL 21
I'Edgeol"IMIfId:~
48' I
..
-I
..... r u.......~....... S'~"'...J
DETAIL 27 'Il .........., .. -. . "... , :L
DI "'E'.ol"~""lI==t'
-I 48 I
RIGHT EDGEUNES
DETAIL 27A \
......~IIIIr---::rv lAC)
DETAIL 27~
'+
.....Edgeal~..-y(PCC)
LEGEND
MARKERS
o TYPEAWhQNon....... ra
o T\"f'E"'yy.....Nan~.... [I
DI 1\'1'1: C A.d'c:IIB' RlIl1KM1 (I
I'YfIE DTlIIIO-W8J' Yebw ArilIBc:IIve
TYPe 00. WIlY CIlIw R.l1KfIve
TYPE H er. WIlY YIIIow AlIIIIc.....
UNES
~ oil' WhIe
Ir:Z:!1 4 V""
-Dr1IcllllnolTnMIl
...-
Pavement Markers and Traffic Lines (Sheet: 3 of 6)
PUBLIC
Dale
NO, OESCRIPTION
,
WORKS
Resolution Number ~:ZJ
DEPARTMENT OF PUBLIC WORKS STANDARD PLANS
.,...... ~. .
MEDIAN ISLANDS
-
DETAIL 28 I;;-~ ...-
~: '" , ....
......
-
_I 48'
"
,~ - .
DETAIL 29 I~: ...:....n
. ''''
.... ,'"
-
"
, .' '--I
."" F.,
.. . _1
.. .. - ,-I
I
"-'
:!.
,
. ."""T
J
,,'~
_ ~-ot4'~"'--r-24'--,
OOOOOOOOOOOO-j.
rDOOOQOCQoooom,
DETAIL 30 2' IIIIMI1Un .
tiloooooaoooooc..j
COOOQocooooec""t
REVISIONS
STANDARD PLAN
STD 150-1
SUPERSEDES
REFERENCES
Resolution Number .1':22./
DEPARTMENT OF PUBLIC WORKS STANDARD PLANS
Use Detail 32 unless otherwise shown on the project plans.
DETAIL 31
-
TWO-WAY LEFT TURN LANES
, ..c
t::::::J c:::=:I c::::IIJ.
r-12'-T--3lI'~12'"""t'"--311'------, IO-tlli
c:::::'J r::.;;:;:::J c::::::JIT
.<~ ..~ ~
DEl AIL 32
_ ~2"_24--!;!-2"-*t-"-Z"'--+---24'_2.'-004
IJ 0 C CJ (J C DI'
" . .~ :!..c-
D = = c ,-,---, ~.
~1B'~12-+--3e--l-12-+--38'---l-12'-+--181 10 12'!-
cr::::J 0 c::::J t::ZJ []..:i:I
; . ":'"'[',
_0 I] ? 0 2. 0 1""1
DETAIL 33
- &ic~00[50'0~oo~oO~~06go~~:;eo6oo:;'OQ(..sJ
m 0000 <=lOOO C 0000 "I
~.t- j--111'--"j-12-t--IB'-+-11I--t-12'-r--ll---, 1C-11I'!
QOOO (] 0000 0000 'iJ~,
COOOOOCOOOOQCOOOOOQOQeOO~OOOOOCOOCOOC~1
- I " I
INTERSECTION TREATMENTS
DETAIL 34
I r:r-100 Mlrlllllum ~
_ I 1'2'-+-18'--t-18-+-12'-I-1I1'
r.L . [] t=::::j
.I["l
~r- II [J II n
a-....-a...--4-0-z..-I--Z.. --l
DETAIL 34A
r'
7i
_T.\,
'-- 100' MInImUITI-'l
24'-1-- 24'--1-24 --I I'
n D 0 0
'i''''
~'8-i.-IZ-f-18...!?--tll---4-~ """!"
too Minimum J
~36 ----'-~
100' MlnlmUm-'1
""...U
1-12'+--38'--i-12'~ '1"
~ 100' "'''''''"''''----11
24---+-24--"1
ID IJ Ii1 I'
.........."'., > ......... ,..""".. ..\p!.J
~8V..f?.j.eY,~n,ED 0 GJ l.,
DETAIL 35 I
- 'L ......BI100t-6....+7.+8Yo t- I
.r.!:~I, .~'''' GJ ".~ . II ~ A~ J
_Ill .. ~2~nl~, 2.'~ 1'1
~~I\~~~.~ ~ --~':~....Ii ~
-. 1-\\ 100' Mmnlum I
100' MlnllnUm----\:.1
,., -. .. .~
JiJ?1.-17'_"EOiJ E:;;]"'t.,
Pavement Markers and Traffic Lines (Sheet: 4 of 6)
PUBLIC
REVISIONS
Dale:
NO, OESCRIPTION
J- J-.V
Dale,
3-1 V
WORKS
"'awn
Checked'
NoIeel
STANDARD PLAN
STD 150-1
SUPERSEDES
REFERENCES
,
,
,
~
Resolution Number r.z:2./
DEPARTMENT OF PUBLIC WORKS STANDARD PLANS
DETAIL 38~&.1t Hemp Neutre' AI.. (Gore) Tr..lmenl
r---24----,
+:
,'L.
.----i".____f! r
----.,'
"
"
J" :
b-- \ ~_'M
edgiIa~w.,.~
r Elfge or TnIvOd Wart,.......,
~.-/
.. DNII 27A,1!II
I'WhIlIlIne
t,
"
DETAIL 38A-~lr.~. Rlmp Neutnll Art. cOor~) Tr..lmenl
-
E!lge0l1"r..-.dw.,........1
Slttt0etlll21A,B
J .'...~ "
;::.r--::H -r:'!-------"-----'
~ ~. _ 'l
S- on.! 2SA
... .....
I'T"",AMIrtI_OpIaMI)
'--e.tg. 01 Tr-*l w.r IAImpj
,
Lon,d1oP....hou!db.conl..u."
=~:I:':::: :.~~....71~.::,1~ . 1811 Ihn
DETAIL 3T-LlIne Drop 81 Ex" Rlmps
;- ~..T.'~rr~~
,_0 1 0 0 1 cI 0 1 0 0 1 0 0 1 0 'h---"l "
8Yob1eLnl ~'II"""""==::::.
- "
DETAIL 37A I ... I ~"'"
- r-30~1"r:T'.":'~--rrrt:-",l
BB 1 B8 BB 1 BS B8 1 B ~ BB 1 8B BB 1 8B .1;\'88BII\\81
-
Pavement Markers and Traffic Lines (Sheet: 5 of 6)
STANDARD PLAN
STD 150-1
PUBLIC
REVISIONS
SUPERSEOES
REFERENCES
NO OESCRIPTION
A
Onown
WORKS
Resolution Number .1:2 :J.j
DEPARTMENT OF PUBLIC WORKS STANDARD PLANS
Use Detail 38, 39, 39A unless otherwise shown on the project plans.
DETAIL 38.Chsnnsllzlng Un.
..MQ......
I '-----. ~
, . - I
1--.. T ..-X!
ThoIdI bailie - ..
DETAIL 3BA-Channellzlng LIne
".,.--- 8" While lll'l8
I
RECESS DETAIL FOR
REFlECTIVE PAVEMENT MARKER
,,,.,.,.
...--- II" While Line
-
-
IICl__..
.!ft.II:"",P._1lII1
_a...e...
DETAil 3g-Blke Lane line
i--:~
DETAIL 3BA-Blke Lane
Inter..ctlon Line
~'"
OIE-w,n TRAFfIC
I...."
I Ie' 1...llIr..cllOn
~""'8'-171- ~ ~ CJ
8" While Line
LANE LINE EXTENSIONS
THROUGH INTERSECTIONS
DETAIL 40
12.~.b
-
,"....
~ 0 0
""WhlleLInI'
L,.--L...L,--l--r.. '.I! "'
- - ~
DETAIL 40A
...,..,-
060'-000
Type A Nan-A."ecllve
'LAN
TWO-WA' TRAFFIC
"_II
_""IC'hVI!....~rMAIIIIDI
FOlI'R!CEIlnM'ALLA1JllJI
RlIIIiIiI OM ..t/"'-"........ 'M -LI""'"'............,.
-- ....sr== .....!liT=
- =--=-..::.. ~r~ !~~
.._............~~ -Lt:::=::::f
_u_.
MARKERS
o TYPE'" MIte Non~ [J TYPe Dt-... VeJDw ~
o TYPe AT V_ Non ..11-=... [J TVPe (I~".y ae. A1111lrdw8
[J "'PEe................ (J TVPEHOnII....,YtlowAII~
LINES - OnCllon 01 Tr_vll'
c=::J .._ V't'hIII No Se."
c:::n 4_ ,.-
LEGEND
Pavement Markers and .Traffic Lines (Sheet: 6 of 6)
STANDARD PLAN
STD 150-1
REVISIONS
SUPERSEDES
REFERENCES
NO, DESCRIPTION
Resolution Number ~a/
1
.ir, :;:;:;:SIDEWA~
'D(D, ...()JQ 6' / j//
i$10"Y1~~ ~g24" hlg~"roct berrier
I ~~ (' r'\_Op/oce 2,,) d~ep
, ~l~''-..l ~~Y\c--=.~~ fe 'JR.~
- '::5.'-.1. <:7-,;,.G\,: .,
An 0,--;-.,..j:::i.:2 ft};"'{Yr--~,,~ ..... / /
"~-:UYY1' \;t:I~1::Y;,~~'CY:'-' ",:,'0 / /
, -i.n::'O -l./O ~ IJ"" ;....0 Tree stoke
, :~C)J~"gc9~~ J;',)~A (typ~,) -
lc<:i?f:'PO,~ \,;,(6 L/ /.
'~.)1t i Cl::f. r -j-...J
Trim stokes to~c',"'" a6V
height Just ~O :~: GO Center football between
obove ties. ci' ('~" bock of curb ond front
;', i: :.t' of Sidewalk
Flexible or plastiC :/ '.. Bo::k of sidewalk
tree ties. fosten
to stokes one
above the other
ot 1/2 to 3/4
the height of the
tree
PLAN VIEW
,LANTER STRIP
location of sell berm
(typICOI)
4'-6" (tyo)
It
r-,
!
lJ'-O"
: ,---..--,
I
1......,1
rg
Roo"tboll :
1
PLANTER STRiP
specified
F'o-::e
of curb
36"
A
42~
Ploce 3" of mulch
with wood chips
in planter pit
over sail bock fill
4" droin cop (typ)
place 1" above mulch level
. dlo tree stokes, treated with copper napthonole.
"ogramaltc only, rolale 90 degrees per Pion View.
pipe ends with perforated end plugs or grotes.
o perforated plostlc fleXIble oerotion/droin
the bottom with filter fobroc wrop,
,
:'=:.:::
) i~~~~
NOTES
1 Contact Underground
642-24-4.4 at least 48 urs prior ta beginning
excavotion work to locate eXlsling utrlitles
2 Build 5011 berm mIn. 4 n hi ond.r from tree
trunk In planter strip Provl e loom topsoil neeoed
10 form berm ond fill holes
J. Soil, concrete and other maten s spilled on
street. sidewalk, and plan ling are: sholl be
cleaned up immediately by Contra r.
4 If tree olontmg IS deloy~d after tree wells ore
const.ructed, holes Will be filled in wit soil until
trees ore ovalloble.
PCC Curb ond Gulter
Top of tree
rootboll needs
10 be 1 Inch
obove the
lonoscope grode
24'; hIgh PlJC tree '
rcot barrier. place 25"
eep from top of curb
instoll tree stokes
e min. 12" into
undisturbed sOil Limits of excoyotion
i Bocktlll with 0 mixture of mixed original sed
I and cppr:Jved loem topsoil around rootball end
woter ot tIme of plonting, Jet wIth woter to
set.t1e end remove air spaces
Tree Well Planting Detail
REVISIONS
NO OESCRIPTION
SUPERSEOES
ORAWN:
CHECKEO:
)
I
1
~
~
~
~
Resolution Number ~~ I
~
SIDEWALK /.0/
24" hIgh root barner.
place 25" deep ~
/d
Foce 1
of curb
4" OrCin
Pipe
A
24 a'~
S'mm. to
bock of sidewalk
rtexible or plastiC
tree ties. fasten
to slakes one
above the other
ot 1/2 ta 3/4 the
height of the tree
J:,::::-- i--;--- --'-:--:--'--1
r- ---;--, ~rl-y"l
f I r;..-" I. I
~ ~~I l.l
:----- _. ~i1. I 'i
, ..... '. I
I : I
I ,Roatboll' I
I'. '1
~. center In' I
I ':, box; . I
I . . ~-a~"': !
I~ " '.~ ',~ 'I
~.JIi '1
I r . . I I I
1 I I I I
I . -'-____j L__. I
L:_ ~ - - " ,::.1
L__ ____ -0-. _____.J
~SIDEWALK@#.-. ---'- . "-',$
PLAN VIEW
41'
36"
Tnm stokes
height Just
above lIes.
4" drain
cap (typ.)
ploce 1"
above
mulch level
specified
Ploce 3 II of mulch
wIth Yfood chips
in planter pit over
5011 backfill
Actual dimenSIons may vary depending upon sIze of
grote used Verify dimenSions before sowcuttmg.
tree stakes treated with copper nethanole.
to be 4 Inches
fabriC
plugs or grates
1
PCC Curb and Gutter
PVC tree root barrier, place 25" deep
of curb
~
~
I
~
~
~
Install tree
stakes a
mln 12" into
undisturbed sod
!J"llf.'---lli ,II
1, Contact Undergraund Alert (USA) @ (800)
642-2444 at least 48 ours pnor to beginnIng
excavatIon work to loco{ d eXisting utilities.
LimIts of excavation
Bockftll With a mixture of original SOil, and
approved loom topsoil around rootball and
water at time of plantIng Jet With water
to settle soil and remove air spaces
2 Soil, cancrete and other terials spilled on
street. Sidewalk, and planting reo sholl be
cleaned up immediately by Co ractor
.3. If tree planting 15 delayed after
constructed. holes Will be filled on
grote and barricade Will be placed 0
plantIng crea until trees are avollable
~
Do not disturb
soil under rootball
SECTION A-A
Tree Planting - Parkway Strip
PUBLIC
~3Wo\Q
WORKS
REVISIONS
NO DESCRIPTION
SUPERSEDES
DRAWN'
CHECKEO
~
,
,
,
,
'.
:.
Resolution Number ;{;-1.1
Sheetl of 5
1-;~eBOTA MINIMUM
COMMON HABIT HT' SPREAD' DENSITY AREA SEA GROWTH PARKWAY COMMENTS
I ID# NAME NAME WIND* RATE WIDTH
(IN).
iMINIMUM
1 Archontophoeni E 30-40 20-0ct 0 1& ? M min 2411
Cunnlnghamiana 2
Tolerates seacoast
Arecastrum 50 20 0 1& Y M/F min 24" exposure, fruit litter,
2 Romanzoffianum 2 frond breakage In high
winds
t, Showy Flowers
Summer may need
Lagerstroem.a 1& sprout control L. Indica
3 Indica Muskagee Crape Myrtle 20 20 M 2 N S/M mln 24" & L. Faurlel have been
used successfully In
I areas with coastal
, influence
I 4 Natchez Crape Myrtle D M 1& N S/M min 24" I
2 I
I 5Tuscarora Crape Myrtle D 20 M 1& N S/M mln 24"
I 2
IMINIMUM PARKWAY SIZE 3D" I
6 Chlonanthus Chinese 1& Showy white nowers I
D 20 20 N S/M min30" March-May, select male
Retusis Fringe Tree 2 tree if available limited
availabIlity
Drought tolerant,
7 Eucalyptus Red Cap Gum E 25 20-25 M M min 30". needs gDod drainage,
Erythrocorys will ta ke moderate
salinity
I
""", ","", · k
B Eucalyptus Coral Gum E 20 20 M F mln 30" corrective pruning coral
Torquata or yellow/white nowers
Oct- Jun
9 Plttosporum 1& Maroon Fragrant I
Plttosporum E 25 20 De Y min30" nowers late spring, I
Crasslfollum 2 limited availability I "p
10 Pittosporum Willow E 25 15-30 De 1& N S min 30" Drought tolerant when ! I't
Phlllyraeoides Pittosporum 2 established, distinct ~
willow like appearance I
Showy Lav. Pink ~
nowers late
11 Tabebula Pink Trumpet D/E 35 25 0 1& N M/F winter/spring, may ~
Avellanedae Tree 2 I
need pruning, thinnlng'l ~
tc., when young
~
Street Tree Selection by Minimum Parkway Size
PUBLIC REVISIONS SUPERSEDES
@~I'PlQ NO, OESCRIPTION
of PublIC Wortcs
DRAWN, CHECKED, WORKS
Resolution Number ~~I
Sheet 2 of 5
...-.------ --------.------ --- -_.
i MINIMUM I
!TreeBO NICAL COMMON HABIT HT' SPREAD' DENSITY AREA SEA GROWTH PARKWAY COMMENTS
I 10# NAM NAME WIND* RATE WIDTH
I (IN)
I 12 Tabebula Yellow DIE 1& As above but showy I
, 20 20 0 N M/F min.3D" I
I Chrysotrich Trumpet Tree 2 yellow flowers
'MINIMUM P RKWAY SIZE 36" I
1& Deep yellow fragrant I
E 20 6-8 0 N S min36" I
2 flowers May-July I
17 Pyrus Calleryana 1& Anstocrat cult.var is
0 30 40 MID Y M min 36"1 seacoast tolerant,
(Aristocrat) 2 blight resistant
16 Prunus Persica D 20 .20 MID 1& N M min 36" Cult,var used at
2 C.S.U.L.B. I
15 Pinus Japanese 20 0 1& Y S min36"1 To 20' In time, more i
Thumberiana Black Pine 2 bushllke can be pruned I
& shaped ,
I SignifICant pest are i
14 Eriobotrya Bronze firebllght, powdery I
Loquat E 25 0 2 Y M/F min 36" mildew & scale, creamy
I Delfexa fragrant flowers Dec- I
I Mar I
I Mildew & aphids are I
I significant pest
I 13 Chltalpa Chitalpa D M 2 N F mln36'1 problems drought
Tashkentensis tolerant, resistant to
, winds
I
MINIMUM PARKWAY SIZE 54"
Drake brea, & true I
green cultlvars. Needs
frequent thinning, !
37 Ulmas Parulfolia Chinese Elm DIE 45 40 0 F min 54" training when young,
every 3-4 yrs
thereafter - worth It
possible ok @ coast
6 Spathodea African Tulip 1& min 54" Showy red/orange I
E 30 20 De flowers nearly year ~
3 Campanulata Tree 2 round likes acid sDII I
i African 1& min 54" Male trees only (femalei'
I 35 Rhus Lancea Sumac E 30 30 M/De 2 N? trees messy litter) I~
I 34 Q.ue~~s SOUTHERN E 40 50 De 1& Y M mln 54" Smaller seeds ~
V'rgm,ana LIVE OAK 2
I 33 Quercus Ilex Holly Oak E 40 40 De 1& Y M Conspicuous seed
2 litter, not rec. ~
I Lacy leaf form
I Chinese 1& w/beautlful, fall color
I 32 Pistachla Chlnesls Plstache 0 30 40 0 2 N S/M of scarlet, orange, '~
I I~
I sometimes yellow I
I Use males, replaces I ~
I 1 Phoenix Date Palm E 30 30 0 1& Y ? mln 54" anary Island date ~
L~an_ariensls 2 1m-expensive min.
ta runk (spikes) _
Street Tree Selection by Minimum Parkway Size
PUBLIC REVISIONS
i:J(2lz 0 NO, DESCRIPTION
Date:3/t5/d1.
. ,
Approved by DIrector of Pubic Works
DRAWN CHECKEO WORKS
Resolution Number 5J.:l1
Sheet 3 of 5
-------
I MINIMUM i
IITreeBOTA ICAL COMMON HABIT HT' SPREAD' DENSITY AREA SEA GROWTH PARKWAY COMMENTS
I ID# NAME NAME WIND* RATE WIDTH
i (IN)
I 30 Metroslde New Zealand E 30 30 De 1& Y S/M min.54" Showy red flowers late
! Excelsus Xmas Tree 2 spring/summer
, 29 Melaleuca Paperbark & 1& Yellowish white flowers
I Qulnquenervia ajeput Tree E 30 20 0 2 y M/F' min 54" summer/fall
I 2B Macadamia cadamla E 25/30 15/20 1& mln 54" Nuts drop litter
Integrafolla Nu M 2 N. M
27G I' P 'II Austr an E 35 20 M 1& Y M min 54"
e Jera arvl ora Willow 2
26 Eucalyptus 40 'Z5 M 2 N M/F min 54"
Polyanthemos
Nochol's Needs good drainage,
25 Eucalyptus 1& excessive water causes!
Willow Leafed E 25 M N F min 54" chlorosis, juvenile treesl
Nicholl Peppermint 2
subject tD windthrow
24 Eucalyptus Spotted Gum E 0 2 N M/F min 54" i
Maculata
Showy orange, pink, I
23 Eucalyptus Red f1o"!erlng E 40 M 1& Y M/F mln 5411 red flowers summer, I
FiClfolla gum 2 conspicuous seed )
, capsules
I Nana v_arlety-only, I
22 Eucalyptus Sugar Gum 1& ,
E 20 25 N M/F min 54" skyline like Japanese I
I Cladocalyx (Nana) 2 print I
Possibly ok w/seacoast ,
21 Calocedrus Incense E 60 20 min 5411 exposure, sts chart I
De ? M I
Cedar states seascoast I
, exposure tolerant
Pink, purple, white
flower late
20 Bauhinla Purple D/E 25 25 M 2 M mtn 54" winter/spring,
Vartegata Orchidtree ~-~~.." k
showy red flowers late
I spring, seed pod litter ,
I Peppermint
I Tree & 35+ 1& Small White IllS
I 1 g Agonis FlexuDsa Australian E 35 D 2 Y min 5411 Flowers/June ,
Willow Myrtle ,~
IMINIMUM PARKWAY SIZE 84" I.
Best w/regular 1"11
42 Pinus Canart~nsis ~,~~ary Island E 60 20 M 1& Y M Irrigation, skyline tree ~
2 fDr boulevards & broad i ~
avenues ~
41 liqUid Amber Amertcan 1& Spreading with age I 'Q
D 60 35 M N M/F mln 84" urface roots may ,
Styrac.f1ua Sweet Gum 2 use problems w/o ~
ba iers
40 Jacaranda Jacaranda D/E 40 30 0 2 N M mln84" Sho blue flowers I'!..J
Street Tree Selection by Minimum Parkway Size
PUBLIC REVISIONS
G NO, OESCRIPTlON
~- 0~",:311)/rfr ' .
A..._ by IlIreclDr of Pu~.-.
DRAWN CHECKED, WORKS
Resolution Number ~':;J
1---- -------.
I
ITree B ANICAL
ID# NA
38 Eucalyptus
Sideroxylon
Park & Nodes
COMMON
NAME
Malden Hair 0
Tree
HABIT HT'
Sheet 4 of5
1
I
June, consp'cuous seed I
capsules - worth It i
Fall color - many i
cultlvars & varieties I
use male trees only ,
Showy pink flowers '
fall/late spring, select
specimens for I
uniformity, highly
variable In size & shape!
I
I
I
I
I
!
MINIMUM
SPREAO'OENSITYAREASEA GROWTH PARKWAY
WINO* RATE WIDTH
(IN)
60+ 20-40 0
1 & N
2
50 20
60 Trlstania Conferta ~;~:ane Box
59 Tipuana Tlpu
58 Sequoia
Sempervlrens
Tipu Tree
Redwood
CDast Live
57 Querus Agrlfolla Oak
56 Podocarpus
Graclllor
55 Pinus Pinea
African Fern E
Pine
Italian Stone E
Pine
O/E
E
60
E
40 45
50 40
40-80 ?
54 Pinus Halepensls Aleppo Pine E
30-60
53 Koelreutarla
Bipmnata
Chinese
Flame Tree
o
40
52 Eucalyptus Rudis Flooded Gum E
51 Eucalyptus
Leucoxylon
50 Eucalyptus
Cladocalyx
White Iron
Bark
Sugar Gum
60
E
50
M
1 & N
2
E
75-
100
.,
35
1 & Y
2
o
o
1&
2 y?
1 & Y
2
1 & N
2
M/D
De
De
40
M
1 & N
2
40
M
1 & y
2
1& N
2
25
o
30
1 & Y
2
o
Street Tree Selection by Minimum Parkway Size
PUBLIC
A{)2 _W~G
ADIIlOV1ld by IliI8cIor 01 Pu~. Worlcs
WORKS
ORAWN:
CHECKEO:
REVISIONS
NO, DESCRIPTION
y
S
F
M/F
M/F
F
M/F
S/M
M
M
F
M/F
M/F
min 8411
min84"
Park lit
Nodes
Park lit
Nodes
Park lit
Nodes
Park lit
Nodes
Park lit
Nodes
Park lit
Nodes
Park lit
Nodes
Park lit
Nodes
COMMENTS
Handsome, smooth
reddish brown bark,
perfect main street
node tree
Profuse yellow flowers
June/July, persistent
pods Fall/Winter
I
I
I
Scraggly when young, I
but comes on w/age
park/greenbelt tree
Select male trees if I
avaIlable, may need
staking thinning when -,
young - pOSSibly larger,
parkway I
,
,
Can be bothered by It
mites : I
Conspicuous, colorful, I ~
persistent capsules latel "l!
summer/fall may I I
develop surface roots ,'t)
Tolerant most soli &
exposure conditions ~
Puffy clouds of leaves I-.i
separated by open ~
spaces ~
Skyline tree, wide
boulevards, avenue seel a
IINana" 54" parkway I"
variety ---.-J~
SUPERSEDES
Resoluticn Number m /
lhe Master Tree List provides guidelines for property 0 ers and City Staff in selection of replacement or
ew street trees and would ensure conformity throughout ighborhoods. This list has been compiled by the
City's Tree Advisory Board.
1. Street Trees Recommended for Southern California
2. Possible Street Trees for Coastal Southern California
3. Sunset Western Garden Book
4. Taylor's Guide to Trees
5, STS Chart
~
?
~
I
"'l
~
~
Information used to establish this list includes but was not limited
Any proposed changes to this list must be brought to the Tree Advisory Board for a r ommendation and
subsequent approval by the City Forrester and Director of Public Works/City Engineer.
PUBLIC
g;;;z ~
0sJ>/t)/1J1 W
ADDro'I8d by Olreclor of Public Works
WORKS
REVISIONS
NO, DESCRIPTION
~
Street Tree Selection by Minimum Parkway Size
ORAWN
CHECKED'
Resolution Number ~I
6"
...
u
3:12
BATTER
NEW A.C. PAVEMENT
MIN. 24" WIDE
PATCHBACK
(NOT REQUIRED IF
JOINING EXISTING
PCC PAVEMENT)
-...
~
.
.
-.
.
A
A -.
-r
~
.
SLOPE 8.3%
.
CD
.
.
t,
LEVEL
TYPE A P.C.C CURB AND GUTTER
(CURB FACE SHALL BE 6" OR B" UNLESS OTHERWISE NOTED)
N.T.S
NOTES:
1. ALL CONCRETE SURFACES WITHIN 4" OF ALL GUTTER FLOW LINES SHALL BE
GIVEN A STEEL TROWEL FINISH. (APPLIES TO TYPE "A" CURB). .
2. PRE FORMED 3/8" THICK EXPANSION FILLER SHALL BE INSTALLED IN ALL TYPES
OF CURB AT THE B.C. AND E.C. OF RETURNS, AT INTERVALS OF 60' BETWEEN
RETURNS AND AT THE ENDS OF DRIVEWAYS. SIMILAR EXPANSION JOINTS SHALL
BE INSTALLED IN ALL GUTTERS ADJOINING CURB. WEAKENED PLANE JOINTS
SHALL BE FORMED AT INTERVALS OF 20' BETWEEN RETURNS.
3. CONCRETE SHALL BE 560-C-3250.
4. AC SHALL BE SAWN-CUT A MINIMUM OF 24" BEYOND THE CONCRETE GUTTER.
SUBBASE SHALL BE COMPACTED TO RELATIVE DENSITY OF 95%.
5. CURB FACE SHALL BE 6" OR 8" UNLESS PREVIOUSLY APPROVED BY CITY ENGINEER
IN WRITING.'
6. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS SHALL BE ROUNDED WITH A
1/2" RADIUS.
7. PROTECT EXISTING SPRINKLER SYSTEMS, ELECTRICAL CONDUIT, WATER METERS,
SERVICE LATERALS, AND ALL OTHER UNDERGROUND UTILITIES ADJACENT TO CURB &
GUTTER AND CURB REPLACEMENT.
8. BACKFILL EXCAVATED AREA WITH CLEAN EARTH FROM EXCAVATION.
9. RESEED TO MATCH EXISTING LAWNS IN EXCAVATED AREAS.
RE.V1EWED
00... _ 02/26/01
DEPUTY CITY ENGINEER-RCE 57202
APPROVED
PUBLIC
Q NO.
.. i 1
."
REVISIONS
DESCRIPTIONS
Chonge Format
STANDARD PLAN
182 1
SUPERSEDES REFERENCES
STANDARD CURB SECTIONS TYPE A
02 26 01
IR KS- 106
DRAIo'N BY' K,y, HECKED BY'
WORKS
SHEET 1 Of 1
r.\.1V nnt"C' \ vnDAY\ c:1'AUnAgnc\ CTT1_ t II., nwn: !:lev. 1'1"_ t '1._1'11
,
,
,
,
~
.'
'.
:.
Resolution Number ~at/
I "
m -
Not less than :8 c!!!.
1---1.Bm =!e
I (Sn) ~ In
- - -- ~.. .----- -.. .... . ...
ROADSIDE SIGN
RURAL DISTRICT
"
. .
,
mj =
j i!!!.
---~ ~ ~
ROADSIDE SIGN
RURAL DISTRICT
Nolless than
18m(8ft)
,
,
SHOULDER
ROADSIDE SIGN
BUSINESS OR
RESIDENCE DISTRICT
Nol SPEED
less UM"
than 50
D8m
(2ft)
"
WARNING SIGN
WITH ADVISORY
SPEED PLAQUE
RURAL DISTRICT ~
Nolless than
r~:; '''-~~
m f'"
jlii:!..
, . --.------~~~-
c
J!!:2
-...
m -
; E
'5-
ZN
I
, -'
J
0"
5-
...
je c 1
- - 0
~il1~
.. ,',
WARNING SIGN
ON ISLAND
IN THE LINE OF TRAFFIC
- ..... \',
OVERHEAD
MOUNTING
;2
5~
.
.-
" E
0"1
zu>
Not less than
18m
1-(6ft)
,', - .... \',
6 ft SHOULDER
Heights and Lateral Locations of Signs for TypicallnstallatiDns Sheet: 1 of 1
STANDARD PLAN
STD 1409-1
PUBLIC
REVISIONS
NO DESCRIPTION
SUPERSEDES
REFERENCES
Resolution Number ~.zl
ACUTE ANGLE INTERSECTION
"
MINOR CROSSROAD
DIVISIONAL ISLAND
Typical Locations for Signs at Intersections Sheet: 1 of 1
PUBLIC
WORKS
.-,
.
v
CHANNELIZED INTERSECTION
MARKED OR
UNMARKED
CROSSWALK
SIDEWALK .
o
URBAN INTERSECTION
MAX_
15 m (50ft)
WIDE THROAT INTERSECTION
STANDARD PLAN
STD 1409-2
REVISIONS
SUPERSEDES
REFERENCES
NO DESCRIPTIOH
,
,
,
~
~
,
,
Rivet location
(see Note &)
.... '"
0.Q
c.... Street side
.Q 0 of pas
t'i=
CD....
J=: ~
COo
SECTION A-A.,
~
TypIcal Instal lotion
through concrete
Anchor sleeve
2\1.1 ' square
Anchor post
2' square
SIGN POST INSTALLATION: Sht;!et; 1 of 2
Date:
'z.tN
e
Dale'
"'wn
o
---
o
o
o
o
o
o
- ..D- _
o
o
o
o
Sign post
I~" square
Resolution Number ';:;4,1
DEPARTMENT OF PUBLIC WORKS STANDARD PLAN
Sign Posllnslaliatian: Sid 1417
.750'
III
~
~[
'-.J
Universal head
drive rivet
~
RlYEL_DE T A I L
A
1
.
'"
o
+
.
'"
.
'"
.}..,
Typical Installation
through dirt
.
'"
I
N
Anchor sleeve + anchor post
= Anchor csserrbly
I
!
I
j
,
TYPICAL SECTION
PUBLIC
WORKS
REVISIONS
NO, OESCRIPTION
STANDARD PLAN
STD: 1417
SUPERSEDES
REFERENCES
Resolution Number
~.t.:ll
.
DEPARTMENT OF PUBLIC WORKS STANDARD PLAN
Sign Posllnslallation: Sid 1417
NOTFS
I. Square perforated steel tube posts with break-away base, "lelespar",
shall be used for all traffic control and informational signs within
road right-of-way. wtth the exception of street name signs per Standard
Plan 14137.
2. The nurrber of posts required for sign installation shall be determined
by the area of the sign qr combination of signs to be installed. A
single post shall be used where both the length and width are less than
48", with the exception of a 48" x 48" stop sign. Double posts shall
be used where either the length or the width exceeds 48".
3. The anchor asserrbly shall consist of a 2" square by 2'-6" Anchor Post
and a 2Y4 " square by 1'-6" Anchor Sleeve.
4. The Anchor Asserrbly, consisting of the Anchor Post and Anchor Sleeve,
shall be driver slrrultoneously until only I" to 2' remains above ground
level. The tops of both pieces shall be flush.
5. All dirt shall be removed from the inside top 8" of the Anchor Asserrbly
to allow for Installation of the sign post.
6. Install the 1*" square Sign Post 6" to 8" into the Anchor Asserrbly
and secure in place with two %6" Universal Head Drive Rivets as shown.
The rivets shall be instolled on the side opposite traffic flow and the
side away from traffic as shown in order to achieve the maxlrrum
break-away effect,
7. Installation according to these requirements is essential to mointain
the break-away characteristics of the post system Under NO
circumstances shall the A0chor Assembly be secured in concrete footings.
"0'. ," ....:
. ., .' I
_ :,>\,~':::~.:; " ,'-
SIGN POST INSTALLATION: Sheet: 2 of 2
STANDARD PLAN
STD: 1417
PUBLIC REVISIONS
Dale' NO. DESCRIPTION
G
2-/ZoD - ~
. .
Dale ~
NoIed. WORKS
SUPERSEOES
REFERENCES