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HomeMy WebLinkAboutCC Res 5221 2004-03-22 WHEREAS, , "._ ~RE_SOLUTION NO. s:2c2./ /~ '.', ."".. ~"'\ \ ',. .'... '", /,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 "'.~ /. ( (;"."~ "" . ..~ '~.':t....W :/~ . tt' r tii\ ~ 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 ) ) SS ) 1 l 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. . I I 1 Resolution Number 512/ PRICE: $ 2.00 OfiJ *S'~~= Public Works STANDARD PLANS for STREETS -~'" '.;,:~::~'~'~,'::'-;"':':~-:.~~~; -~;,-'i L. . .;-> ~. , , , ~, t ( .' . ~:H .. ... ;: :~. ''"''.- r"., 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 I I , , , " , Resolution Numher ~~I DEPARTMENT OF PUBLIC WORKS STANDARD PLAN [It <{4j ---------------------- ------ --T-- FULL DEPTH SAWCUT TO A VERTICAL PLANE ALL AROUND l------------l / I I \ / I I \ :><: ...J ~ C Vi ....: VI x UJ -1__ --- ~ 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 <(j J. -~ -- Match Resurface Thickness - 2" Max. I' I L-- I l -- 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 ~~":,!o r;J ,,0 I 'q)~ ~--'- -- 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 .. c ::i c '0 .., 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/ ~ --L :s: T , , . " N : . :s: A see note 4, 7, 10 .. open' space porkwoy I see 3, "5, 6, 9, 11, 12, 13 " . II ~',I' . .... ',; . ... ... Bock of walk . ' . .." ." ,..... ,'1 ~".' ...... ... .of . .. . . '-' " ' n'ot;' 2, ... '10, '. ".. . , . '" ... ,. . .. " . " , .' ., . , , . , . ... .. ..'" .. " Front . .... . . .. ... , . , of wol~. ..:. ~"".. sidewalk . . see note 4, 8, 10 I"') :s: . , . , , . . , ' .. open space , . parkway curb face ,~ . . . -, , '. , . ... .... " . ;. .... , . ...... II .. . .: of' .. II '. . .. . 4 ~ '. ,d' . ! ..., .. , . II' II . ... II " . ~, curb + gutter A"'-- pavement . PL (dimensions vary W W1 ~W2 27. per la~a:3 j [> '" . . .... '. ". . 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 ~'" ~ . ~ ~ '" 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 [ ~T~ ~ [ Repaired slope should be 6: 1 ~,,',~'U " .. FIG. 2 I Repair when slope is grealer than 5;1 ~~ ~ 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 ~ 5 ~ ~ ~ 8. . . . '. . . . .' ~ .. '- ,. 8' MIN . " , . . 8' MIN . .. ....d..". '. . . . ... ~ .......... . !t" '. . . . . . . J.. .' . FULL LENGTH OF ORIGIN).!. PANELS. (12' TYPICAL) PARnAL (TRANSVERSE) A I' ".. ~~~,~~:t 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' ,. , " ~ 1 I' 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 G) 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