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HomeMy WebLinkAboutCC RES 75-2310 11 12 14 15 16 17 18 .- 19 " 20 21 22 23 25 26 27 29 ~0 31 203 RESOLUTION NO. 75 ..... 23 A RESOLUTtO.'., OF T}~_r~ CIt.. COUNCII.. OF THE CITY OF TUSTIN, CALIFORNIA., t-~..~{ENDING THE PUBLIC WORKS IMPROVEMENT STANDAP, DS AS CONTAINED IN THE HAND- .. BOOK FOR ~ ~.'~'~~...~..'.'~.,ING, ZONING AND DEVELOPMENT The City Council of the City of Tustin, Calieornia, does hereby resolve as follows- ... 1. The City Council on May 7, 1973, did adopt by Resolution No. 73-35, development standards and guidelines for Planning, Zoning and Development (Policy 30-4). 2. Appendix "C", Stree-[; Improvement. Standards, the Handbook for Planning, Zoning and Development is hereby amended by the adoption of "Improvement Standards" as contained in ExhJ.bit "A", attached and apart, hereof. · PASSED AND ADOPTED at a reqular mee%inq of the City Council of the City of Tus%in, California, held on the 19th _ day of May, 1975. ATTEST - · 204 STATE OF CALIFORNIA) COUNTY 01~' O}'~ANG}?] ) SS CITY OF TUS:['.I~N ) RUTIt C. POE, City Clerk and ex-officio Clerk of tl]e City Council of tile City of Tus'hin, California, does hereby certify that the wholo nm'nber of tlte members of ~h.e City Council 'of the City of Tustin is fi. ye; that the above and . foregoing Resolution No. 75-23 was duly and regu].arly introduced, read, passed and-~v.d--].-~-~ted at a regular meeting of the City Council held on the 19th day of May · 1975, by the following vote: ...... - ............... AYES. COUNCILMEN SALTARELLI, EDGAR, SHARP, WELSH . _ · NOES · COUNCILMEN NONE · · . · ABSENT - COUNCILMEN S UTCLIFF 205 Re~olu~iui~ No. Exh ib it "A" . 75-23 CITY O}'~ TUSTIN, CALIFORNIA MIN'IMUM DE'SIGN STA~.NDARDS FOR PUBLIC WORKS IMPROVEMENTS CONSTRUCTED WITHIN PUBLIC RIGHTS OF WAY OR IMP ROVEbIENTS TO BE MAINTAINED WITH PUBLIC APPENDIX "C" 206 CITY OF TUSTIN MINIMUM DESIGN STANDARDS FOR PUBLIC WORKS _AN__D_ STREET IMPRO¥~MENTS All imorov~,nene worb ~~,~~ h,~,-,;,~ ~ ~_~ ~ ~ ' ' .....................~ .................... O p~r ormod arlu materials furnished by the developer at his expense unless noted otherwise' and shall be performed and furnis}~ed in the strict accordance with the applicable portions of the latest 'odition of the State of Calif. Business and Transoortation Agency, Dept. of Transportation "STANDARD SPECIFICATIONS" and 'with the City of Tustin "STF~ET IMPROVES~NT ST~DARDS" and with the following supplemental minimum design standard~ INDEX ~UB. ,JECT_ SECTION NO. PAGE Curbs & gutters, cross gutters & spandrels, sidewalks & drive aprons .......... 1. 2 Street sections, design cul-de-sacs .......... wi d tbs, Street si gns, name signing, traffic control signalization .......................... 3. Street · lighting .......................... _._ ..... 4. Parkway tree .planting ....... '- Storm drains and design details ........ 6. Sanitary sewers-' ............................... 7. . o Domestic water system ......................... 8. Survey monumen ts .... 9. '4 8 -1- 207 . SECTION 1. CURBS AND GUTTERS - CROSS AND DRIVE APRONS GUTTERS AND SPANDRELS - SIDEWALKS Ail s tree ts either type Standard No. 103. Th En'gineer. Ail curbs shall have monoii~hic concrete, curbs and gutters A-2 or type D constructed per Street Improvement e type shall be as specified by the City and gutters shall be constructed with a minimum grade of 0.40%. Any deviation from this minimu%.~, grade requirement will require the approval of the City Engineer. Such deviation will be permitted only when engineering back up data is submitted to prove that the minimum 0.40% grade is not possible. On-site grade and import fill costs will n.ot be considered a valid reason for reducing this minimum grade requirement. 1.2 1.3 1.4 Concrete cross gutters and spandrels shall be per Street Improvement Standard No. 107, where City Engineer. All cross gutters shall have a of 1.00%. Any deviation from this minimum grade will require the approval of the will be permitted only when submitted to prove that the Ail streets shall Street Improvement slope of 1/4" per City Engineer. engineering back-up minimum 1.00% grade have concrete si'dewalks Standard No. 104, with foot. constructed required by the minimum grade requirement Such deviation data ~s is not possible constructed per a minimum cross .. Driveway aprons shall be constructed per Street Improvement. Standard No. 108A, 108B, 108C, or 10SD. The standard used shall be as required depending on type of development or' as specified by the City Engineer. SECTION 2. STREET STRUCTURAL SECTIONS - DESIGN WIDTHS CUL-DE-SACS 2.1 Ail streets shall: have a minimum pavement determined by "R" value and traffic 20 year life. Such study shall be Agent at no cost to the developer. · .Streets shall be constructed to the per Street .Improvement Standard No. and Standard No. 102 for local 2.2 section as index study based on a made by the City or its · . widths and as detailed 101 for arterial highways streets. 2.3 Curb radii shall be 35' to curb face when at least one intersecting street is an arterial highway per the City of Tustin adopted Arterial Highway System and 25' to curb face · intersecting local streets. at 2.4. Cul-de-sacs for residential areas shall be designed per Street Improvement Standard No. 105A. T]~e maximum length of residential cul-de-sac streets shall be 500',a$ measured a].ong the center- line of the cul-de-sac street, from the nearest intersecting street centerline to the cul-de-sac radius point. -2- Cul-de-sacs for industrial and co~mercial areas shall be designed per Street Improvement Standard No. 105B. The ma>[imum length of industrial and co~unercial cul-de-sac streets shall be 1000', as measured along the centerline of the cu!- de-sac street, from the nearest intersecting street center'line to the cul-de-sac radius point... . .. SECTION 3. STREET NAME SIGNING - TRAFFIC CONTROL SIGNS S I GNALi ZATION 3.1 Street name signs shall be erected at all intersections, per Street Improvement Standard 'No. 117, at the location designate¢] .... . by the City Engineer. 3.2 3.3 Traffic control, signing shall include intersection stop signs, speed lirait signs, parking restriction signs, miscellaneous traffic control signs and traffic striping. Said signs skall be per state of California and Dep'artment. of Transportation standards and shall be erected within the development where designated by the City Engineer. Traffic striping and painted legends shall be done as and where directed by the City Engineer after completion of all sealcoating. . Traffic signals .will be required to be constructed where deemed necessary by the City Engineer as determined by traffic warrants' or Predicted traffic warrants. If the configuration or traffic created by the new development is such as to require modification of an existing traffic signal, such' modification shall be the responsibility of the developer. STREET LIGHTING 4.1 4.2 Ail. developments will be required to annex to the Tustin Lighting District. Proof of annexation to said District will be required before final approval or occupancy~qf-the.-.~e~elop- ment will be granted. ' ' -": .. . · All developments shall have a'street lighting system installed on "marbelite" poles served by underground conduit.. 'Said street lighting s~stem shall be installed per these minimum design standards and the standards of the Tustin Lighting. District and the Southern Californza Edison Company, and as approved 'by' the City EngineeZ- ..... .. . ~.. .: : .... ....... ~.~: . . ..... · .. ' .... . ...... · ..-:~... .. . . . ..,. The following suggested lighting systems for the various classes of streets are to be used as minimum requirements for adequate street lighting. The City Engineer may, where deemed necessary, increase these requirements. These systems may be varied to fit local conditions to the extent that the minimum average lumens per square foot of street surface thus. derived is not less than the amount attained using the following systems for each street classification- -3- Ca) Local Single Family Residential S~reet- 7,000 lumen mercury vapor lamps, with 22' mounting height on 6' spaced at 200 feet along one side of the street. 209 arms (b) Local Multiple Family Residential Streets and Collector Type St~.~-~-~ ~, ,n.00~ lumen 'me~-c.'~ry with 28' mounting height on 6' arms spaced at along both sides of the street. (The ligt%ts staggered from side to side along the street, spacing between lights is 200 feet.) Residential · vapor lamps 400 feet to be thus the (c) 'Commercial and Industrial Local Str~.ets, Commercial and Industrial Collector Streets and Secondary Arterial Highways- 20,000 lumen mercury vapor lamps with 30' mounting height on 8' arms, spaced at 240' along both sides of the streets. (The lights to be staggered from side to side, thus spacing between, lights is 120 feet.). (a) Major and Primary Arterial Highways shall receive special design consideration to provide a minimum average of lumens per square foot of street surface or average foot candles of 1.5 as defined in the latest edition of the "AmerJ. ca.n Standard Practice for Street. and lli. ghway. Lighting" as adopted by the American Standards Association and as sponsored by %he Illuminating Engineering Society.. (e) Street intersections shall receive special consideration to the extent that at least o. ne light standard: shall be placed at .each street, intersection. HoweVer, at 'inter- " sections where crosswalks are likely to be established, at least two light standards shall be required and placed in such locations as to effectively illuminate the cross- walks. - " ' · (f) Th~ following sideration to be required- situations shall also receive special con- %he extent that additional lighting will Railroad viaducts, tunnels, grade crossings, alleys., bridges, overpasses, 'plazas or traffic circles, underpasses, and highway interchanges. (g) . . . Luminaries and lamps shall be .. .. . SECTION 5. PARKWAY TREE PLANTING approved by the City..Engineer' .. 5.1 The developer shall pay a parkway by City Ordinance. Said fee shall furnishing and planting the trees One year. tree planting fee as prescribed cover the cost of the City and maintaining them for -4- 210 5.,2. The fee per parkway tree shall be based on a minimum tree. spacing of 40 feet on center in industrial, commercial and multiple family developments and at.least one parkway tree " per lot for single family residential developments. SECTION 6. STORM DRAINS AND DESIGN DETAILS 6.1 A storm drainage' system shall be constructed, in each develop- menh to the extent that all property within and adjoining the development shall not be subject to overflow and inundation from storm waters originsting within the development. The use of storm drain systems sha.ll be required- (a) When flooding or street overflow will cause serious damage. (b) When future up-stream development will cause drainage problems. (c) When existing drainage facilities are adjacent to the proposed dey'elopment. .(d) When. %he water level in streets for the design storm is within two inches of top of curb. Storm drains shall 'also 'be.. constructed within or. adjacent to the. deve'lopmen't where'and" as called"'..f°r i'n'~'the. tM'aster Plan of Drainage - E1 Modena- Irvine Area" dated November, 1969. .. . . · 6.3 6.5 All s%o.rm drains shall be designed per the parameters outshined in the 'latest edition of the Orange County Flood Control Dis'trict "Hydrology Manual" and as required by the City Engineer. A hydrology study shall be submitte~d for approval when required by the City Engineer. · · Collection systems shall be designed for a minimum 10 year storm frequency eS:cept in sump conditions where a 25 year storm frequency shall be used. Major drains and channels shall be designed based on a 25 year storm frequency. ... · . 'Inlet' structures shall be constructed per S tree't ImProvement. :.'- Standards No. 110, 111, 112 and 113 with inlet openings sized to collect all of the storm water from the contributing area. · A "Nuisance Water" drainage system shall be constructed in all developments, where applicable, and required by the City .Engineer, and shall connect to the storm drain system. The nuisance water system shall be designed to collect low flows only and not peak storm flows. Required pipe size for nuisance water systems shall be 12" diameter. Nuisance water inlets shall be type OS per Street Improvement Standard ~{o. 110. -5- .211 Nuisance water systems will be required to be constructed in conjunction with storm drain systems to meet the following design criteria- Storm and nuisance waters will not be allowed to be. channeled in street gutters for any accumulative distance in e~cess of 1000' on streets wihh a grade of 2.00% or less, A nuisance water drain system will not be required where street grades exceed 2,00%, 6,6 There shall be constructed a standard junction manhole at all intersections of storm drain lines and nuisance water' drain lines, 6,7 There shall also be conshructed a standard access manhole at all major changes in grade or alignment of the pipe and. at intervals of not more than 300' for 36"' diameter pipe and below. Larger pipes may have manholes located at intervals greater than 300' with approval of the City Engineer, 6,8 6,9 Corrugated metal pipe will not be permitted except for temporary drainage structures and in special cases if approved by the City Engineer. Cast-in-place co'ncrete pipe will be permitted in sizes 30" diameter and larger upon approval of the City Engineer regarding horizontal location in street right-of-way?.and adequate depth of cover, .!'.... ' 6,1~ Reinforced concrete pipe or asbestos cement pipe shall be of the class or D load necessary to support the load i~np.osed on the. line. . 6,11 The minimum pipe size for peak fl°w storm drain systems including catch basin leads shall be 18" diameter. 6,12 Water delivered %o a storm, drain may not be redeposited on a city street, 6.13 Open channel drainage will not be permitted except in special cases as approved by the City Engineer, Such open channels '. - · .. will .require such lining, fencing,and/or other improvements as may be deemed necessary in considering the proximity of .adjoining improvements or natural channel conditions and conformation to the Master Plan of Drainage facilities, SECTI ON 7. SANITARY SEWERS 7,1 ,Sanitary sewer mains and house laterals shall be of extra heavy vitrified clay pipe with mechanical compression type ""Speed Seal," "~ainline" joints such as "Wedgelock, or approved equal, -6- 212 7.2 7.4' 7.5 Minimum size of sewer mains shall be 8" diameter. Minimum size of house laterals shall be 4" for single family residential and 6" for co~mnercial, industrial and multi-family residential. Minimum grades for sewer mains snail be as follows- (a) 8" dia. -- 0.40% (f) 21" dia. -- 0.10% (b) 10" dia. -- 0.28% (g) 24" dia. -- 0.08% (c-) 12" dia. -- 0.22% (h) 30" dia. -- 0.06% (d) 15" dia. ---0.16% (i) 36" dia. -- 0.05% (e) 18" dia. -- 0.12% (j) 42" dia. -- 0.036% Minimum slopes for house laterals shall be 2.00% except where permitted otherwise by %he City Engineer. Flows for calculating sewer main d~sign sizes shall be based upon the following- Single family residendial, ...... .003 CFS per acre. 4 lots or less per acre (b) Single family residential, more than 4 ...... .004 CFS per acre. lots per acre · (C) Multi-family residential --- .005 CFS per acre. . (d) .Com~nercial~, professional --- . . .00.5 .CFS per .acre. .. (e) · Elementary school 100 pupiis. (wi thou t . 9ymnas i urn) .0046 CFS per High school.--- .009 CFS per 100 pupils. (g) Hospital --- .0015 CFS per bed. ' (h)' Light ·industrial --- .016 CFS per acre. (i) Heavy industrial --- .021 CFS per acre. o Deviations from the above minimum design flows may be permitted subject to 'the .approval of the City Engineer. if a detailed studY' analyzing the area being .developed indicates.. ultimate flows or. her than those indicated. 'Design-sizes for sewer mains shall be based on an "n" of .013. and as follows- facto- (a) For flows up to 3 cubic feet per second, the'pipe diameter shall be based upon 200 per cent of the calculated runoff with a minimum pipe diameter of 8". (b) For flows from 3 cubic feet per second to 6 cubic feet per second, the pipe diameter shall be based upon 150 per cent of the calculated runoff with a minimum design for 6 CFS. --7-- ' 213 (c) For flows over 6 CFS, pipe diameters shall be based upon 125 per cent of the calculated runoff %,;ith a minimum design for 9 CFS. For large developments or when required, design calculations shall, be submitted for approval of the City Engineer. 7.6 The following head losses shall be 'dsed: · (a) Match soffits @ pipe junctions. (b) Angle points in sewer main 0.10'. 7.7 (c) S%raight through manholes 0.00'. Manholes shall'be spaced, and located as follows- · (a) Maximmm of 350' on center for 8" & 10" diameter mains. (b) Maximum of 500' on center for 12" to 18" diameter mains. (c) Maximum of 650' on center for 21" diameter & over' mains. o (d) Ah all changes of grade. (e) At all changes of direction. (f)' At alI changes of pipe size. (g) At junctions of sewers. · ' (h) At termination of sewer mains. 7.8 7.9 7.10 The use-Of curved alignment sewers will not be permitted except in unusual circumstances where approved by the City Engineer. House laterals will. be required for each individual lot or parcel in a development. Connection of two or more-lots or parcels to one lateral will not be permitted. Sanitary sewer construction .details. shall conform to:Street. Improvement Standards No.' 118, 119, 120, 1.21, 122 and 12.3. SECTION 8. DOMESTIC WATER SYSTEM 8.1 The domestic water system shall be constructed per the design standards, construction details and requirements of the Tus.tin · Water Works or Irvine Ranch Water District, depending on the. location of the developn~ent. -8- 214 Water mains shall be installed to provide domestic water service and f~re protection to all lots or' parcels within the development. Water main sizes and valve locations shall be .subject to the approval of the City Engineer and Tustin Fire Department. 8.3 Fire hydrants shall be installed on all water mains ~t approx- imately 400' intervals or as required, by the Tustin Fire Department and in sufficient number to meet the standards of the National Board of Fire Underwriters. All t~ydrants shall have hose connections as required by the Tustin Fire Department. 8.4 In ihdustrial, commercial and certain high density residential areas, fire protection lines and fire hydrants will be re- quired on-site as required by the Tustin Fire Depa~-tment and of the size and number required to. meet the standards of the National Board of Fire Underwriters. 8.5 Ail house.water services shall be shown on the street improvement plans. 8.6' The minimum size of water mains shall be 6" for residential areas and 8" for commercial and industrial areas. · . · SECTION 9. . 9.1 9.2 Ail street intersections, center lines, beginning of curves, end of curves, tract boundaries and all intersection points, where they fall into a street right of way, shall be marked, with an approved type of survey marker manufactured for such purpose, after installation of the required seal coat. . Such survey markers so installed shall be referenced to leaded and tagged drill holes placed in the curb or sidewalk.. Such reference distances or ties shall be turned into the office of the City Engineer. Said ties shall be neatly drafted on 8% X 11 sheets. · -9- 215 STREET CITY OF TUSTIN IMPROVEMENT STANDARDS - · 101 102 103 104 105 105 106 107. 108 108 108 108 109 110 111 112 113 114 115 ..1116 117 118 119 120 '121 122 123 124 124 125 125 A B m~ N~,m mm -. e~m - m~m mmm ~m Table of Contents Typical S Typical S Concrete Sidewalk Standard Standard Standard Concrete Driveway Driveway Driveway Driveway Standard Catch Catch Catch Apron Apron Apron Apron Alley Basin - Basin - Basin - · · ection Arterial Highway ection Local Street Curb and Curb and Gutter Details Residential Cul-de-sac Con%-Aercia' or Industrial Knuckle Cross-Gutter & Depressed & Depressed .& Depressed & Depressed and Alley Apron Inlet Type OS Inlet Typ~a OL De tails and Notes Cul-de--s.ac Curb (residential) Curb (com~ercial) Curb (residential) Curb . (con%~ercial) Local Del~ression Dead End & Widened Metal Beam Guard Railing Guide & Clearance Markers Street Name Sign 48" Precast Concrete Manhole Standard Manhole Details. Manhole Frame and Cover Sewer Chimney Pipe Standard Cleanout S.tandard Sewer Late.£a'l Wheelchair Ramp Wheelchair Ramp Type "D" Curb Cuts for Roof Type A-2 Curb Cuts for Roo~ Section Signing or on-site Drains or on-site Drains 216 R/W · R/vi I · " / SLOPE- .......... · ' 2% ~ ' · ;. · .... ..... ,,.-,..,, . ,, . . . , .... 7:%- :: ; ~L_.-=_:-~-' ~ ' , ~ ~_L_~._, · · . · - . . .. .... ,' ,... .' , . . , .... . , . . .... . ,, t ,~ CUR, 8. GUTTER CURB. ~ GUTTE. · MAJOR I-'ilGHWAY ( 12 O' R/W) CURB Fj GUTTER CURB 8, GUTTER .,, PRIMARY HIGHWAY (I00' R/W} ' £ . 2tj . NOTES' Ii/W . i-',,~i ~ 4 01 """""-" --~ .............. 3Z' ~ ................. > J -~ --- 8' . . ':": ..... ' . ".',."' . ' ' . .... '. ' -. ! "'.. ~' ,, I~. · ' ' .:;....,'.'.'" ~ .... 2 °/° --~ ' J $ LOPE-I/4/F T.! J · ' .'.... SECONDARY HIGHWAy(80' R/W). I. SECTtCNf' ARE TO BE SY,',.~I'/,E'FRICAL ABOUT ,~. 2, THICKr,~ESS OF I.MPROVEMENTS TO Be: F:ETERMtNED BY THE CITY EI','GI,".IEER. ' 5."G:t..'SAI' IND"SEALCCAT SHALL BE APPt. IEP WITlilr! 41.~ I-tF.~$. OF CO,*/,F'LETIOI,~ OF FINISHED PAVEMENT SUtsFACE. AT THE APPLICATION HATE. OF 0.10 GALL¢,NS ii:b: SQUARE. YARD. 4. TtiE FIN~SItED CO;t.F'ACTED S~J~'iFACE OF THE AGGF~EGATE BASE SitALt. HAVE MC-?O PENETRATION PRIME CC;,T A~'FLIED f'RIOR l'O START OF ASF'HALT [.AVIt¢G OPE RAT IG:-i$,. AT THE AI'PLICATION I~AI'E OF 0.1,5 GALLOI'IS PER SQUARE YAi-~D. 217 Pt( NOYES: L THICKNESS OF IMPROVEMENTS TO BE DETERMINED BY THE CITY ENGINEER,. ~'.¢GILSABh'FD"SEALCOAF S/,',~LL BE APPLIED I.'/tTHIN ,~8 HreS. OF COMPLETION 'OF EtNI~tt~D P~VEMENT SUREACE ~T TIlE ~PPL/CATIOA' ~'AT~ O~ ~.!0 ~L&ONR PER SQUA RE YA RD. 3. THE FINiSHED CO~,fPACYED SUFAC,? OF TIlE AGGREGATE BASE SHALL HAVE M¢-70 PENETRATION Pl?h:,tE COAT APFLi,fD PRIOR To START OF ASPHAL;' PAVIN6 0PEFeATIONS, AT I'i'/E APPLICKTIOl,: RATE OF OF 0.15 GALLONS PER SQUARE ran& . ., .... . 218 - I :~"';::'~".~ ..... ~1-~ "~'-i ' ~. '_--- F.,O C / IV G · ~._ _~ C.E PER'L.E : 0.0G38 ............ L r PER O.Y. = 15.7 TYPE A-2 .. TYPE ,9-1 -. ' ¢.Y. PER L.E ..: 0.01075 . L.E PER CZ Y.-- 93.0 8"LONG, 4'MAX. SPACI?I~ · · .,_:: .- :..'~ .- ,...: _;_..bT-?r--~ ~ ::'.--'. "-':' .-:_, ~ :,:':: ,': -"--: ~,' ~ L C. K PER L.E: 0.0430 TY?E A L.r. PER C. r :?.3. EG TYPE. · TYPE D ¢.K PER L.E ,"EFt C.F.'. :ZO.I I/4 "EXt%~NSION JOINTS SHALL BE PLAC,,E£ A T 4 O' INTERVALS I~ND A T ENDS OF ALL CUR8 RETURITS, AND AT TOP OF "Z' OF ALL DRIVE,lAYS. NO. '219 3'X ':5' TREEVtELLS AT 40' O.C. GUTTER ' ~IDEWA[?i .... r0 N'~' FULl_-Y/IDT" iN COM?."ERcIAL ZONES AND ON ART'ERI,~L HIGHWAYS WITI-t A BLOCK WALL ALO,,~G' T~{~ PROPERTY LINE. SIDENFALK' TO BE INSTALLED AT DEVELOFZRS OPTION IN INDUSTRIAL ZONES AND TO FULL WIDTH. I I · QUICKJOINTS AT EACIt TREEWELL z ~,~4."EXPANS ION JOINT, ;;.-' QUICKJOINTS AT 10'~: Obi CENTER' 4:" THICK RC.C. B RADIUS 35' TO FACE OF CURB' WHEN AT LEAST ONE INTERS'-CTiNG STREET IS ,AN ARTERIAL HiGN'-.-:,."AY. CURB RADIUS 25' ON LOCAL Si'REETS. THICK EXPANSION JOINT QUICi<JOINTS AT [O'-+ - ON CENTER~ LANDSCAPE STRIP '~:U~'B"& GUTTER CURB ~5 GUTTER SCORELINE AT 2ONON CENTER TO MATCH EVERY OTHER SIDEWALK QUICI(JOINT. ! -s~, D E'V-,;A'LK -wioTH 1 TO ~E 4.0' IN ! RESIDE~TIAL ZONE....s.. ............ J ~-CiTY T-U'STii~i~ :i:i,',"PRo-¥,E~i,.iF~N~ :ST~-NDA~ SID E%~ALK, CURB, AND INTERoECTION DETA;~S APPROVED ~~.~Y ENG,,iaER DATE ST~. NO 220 I /' .............................. CURS ~RO~. L. R/W ,4 B C D ~ --7-- L ...... r ~7 "Z. .... 56' 20' lB !0 71.55 31°13 56" I00 54.51 2Z95 ~0 49.0G ~5.1G ,.. ................... ,, _. .............. . . ..... ......... . _ CURVE Z ...... ._ ..... CURB PROR L ..._ ......... .. ~ .... : -~ ....... -~ . ...... '~G' Za ' la /o' 7/.~~''','. '"Z~z°Zz'sz' ~' ~ /So_e/..... ~".'. . ·: · .., ·.~ . . .. · .... : ~ _ ......... _ . , , . ..............~_ ~=~- 60' 30' 20 I I0' ~8.15 ' 259°!1'02'' 38' ] 158.63' 48' 200.58' ...... .... IN THE CASE ~,'VHERE A CUL-DE-SI~C BACKS INTO AN .AR?,"RIAL HIGHWAY AND DRAINS TG;V~RD IT~ A COVERED DRAIN SH~LL BE PROVIDED THROUGH A DRAhVAGE EASE;4ENT A MINIMUM OF 2'tVIOER THAN TIlE DRAIN ~S SHO~ ABOVE. PLANS SHALL INCLUDE ALL INFORMATION PERTINENT TO THE DRAIN; EXACT LOCATION, SIZE, REINFORCEMENT, EA.~E~,IEflT, FLOW LINES, CURB-FACE OPENINGS, ~OCAL DEPRESfilONS~ CAPAOITIES~ ET~. zz ..~,o,Gs' - ........ ,'~'/'< S TA NDA RD RES/DEN TIA L CUL-DE- S,~ C 221 /o CURB L~NE R/L P/L VARIABLE 4.4' MIN. VARIABLE 6' MIN, "),,IRE' OF t"£"i/IS10/¢'"e I, VI TM L S STD. ~¥"0. 222 CU. RVE DATA Curb ~odius - .50' ' ,~ r~diu~- 50'--PS ,,5 ~t~ C~own i~ne .... / \ o \ CURVE DATA Property Line R3,, WL+ I0. · Curb Line . R;5 = WL.~ I0~-- PL. . CURVE DATA Property Line RI= 2 5' (Min..) b.l= Variable' Curb Line R~ = 25'-~ PL(Min.) bi = Variable Cenler Line WL R~,' 25'-~T &i:.Vorioble i ~,' I1 -'- c. ----. ---- o--- ---B.C. ~'.,'_,' =_______,. w L ~!_.._..__~_w ~.-_.____~ --~-~"~ ...... I Z P L · CURVE DATA- Curb radius = 50' PLradi us' -- '50'-- PL "' "" '. I, ."' 'U~ Z. ::5. 4. 5. 6. . normal section-from Inner curb to center line. . ..... · .. per foot. '~.'~-' From crown line 1o ouler curb, the moxirnum slope is I" ' ' II t~ It I~ . · Sub*..crtpts S and' L denote smaller and larger streets ,' .,peclively. Super¢levation percentages shown ore straight from CL 1o crown line. Elevaiions are required where ctrcled o. When slreel$ have tilt- type section, the crown line will not necessarily terminate on ~ al L point of curb. , fZ£ VIS IO/VS /AI/T/ALS CITY OF TUST//V 'IMPROVEMENT ST,4NDA D ~ PPRO V · . 223' - ~~_~. u.: ~ EXP.' ' ' ~ ~4 ~'; ~ ."' '~ ' , ... ~ JOINT ~ . ,; ::l AD. VAR.L 25 M'N. '~ I~,. % -~/i /. , ~1 M = I %~,. -~'~~S.T~EET ~¢¢~ ~~~~ACE I ' 4 o, ..., ,, ~, Fr.;OM RIDGE i O/ EX~~ ! / __ ,, I~ ~FmW[IN-E i-' ~4' ~HIGH POINT RIDGE )INT I LLIMJTS OF 6 I~ ¢ ¢ LINE ' I AGG. BASE ' I CONoTRU~TION JOINT~ ~ ' ! I _ I WITF! ~¢ EXP. JOIN'i'S ~ ,I ! ~~B_B..]~.,~DIUS+GUTTER~ 4?4 SMOOTH eARS ] ~~CURB RADIUS+GUTT'ER~ ~TIO:,'i'i-6'/T~YE'd-S-~-dTf:iG 4 LO,~G-~ ,' O.~. [ ~]Z?R'~'~'"ii'~-?~-~dfi};¢ · STREET B"FROM BOTTO'M , ~ STREET ' A ~~ . ' PLAN . . 4-4 S N: 00TH,,B_AR S__.////-~3'~,, . . 4' LONG 24"0.C. ~ I '~ · .. SEOTION A-A , ' , NOTES CONSTRUCTION PLAN VIP'W I, ON ENLARGED INTERSECTION DETAIL CALL OUT TOP OF CURB AND FLOWLINE ELEVATIONS AT POINTS A~B~C~H AND J. ....... 2. CALL OUT FLO¥1LINE ELEVATIONS AT POINTS D,£:F A?]D G. ' 3, CALL OUT TOP OF CURB AND TOP OF RIDGE LINE ELEVATION AT POINT I, - 4. FLOWLtNE TO DE STRAIGHT BETWEEN A ANDJ. (PLAN VIEW) ' 5, TOP OF CURB TO BEON S'FI?AIOHT GRADE BET¥tEEH POINTS A AND C AND H AND J, 6. MINIMUM CURB RETURN,SPANDREL8 CROSS GUTTER FLOWLINE GRADES TO BE 0,40%. STAKES TO BE SET TO FLOVILINE GRADE AT POINTS A,B,C,D,E,F,G, lt AND J. 8. STAKE TO BE SET TO RIDGE LINE GRADE AT POINT Z. 9. STAKES 'FO BE REMOVED JUST PRIOR TO FINAL CEMENT FINISHING. )ATE OF REVISION · i.;~)~:.!,:~ CURB FACE ': ..... · ,...,.::.~.:-.'.-'-.';.'...:;~,'.:?? : r'/CL RB G GUTTE' .~,,,., , ..-:;; '.'..' ~' .,. :.~.:,'x; .--.-,-.- . ./_~T~, ,~.,...:...T~.---,----------- - ~*'~-.-', 2' .' ·., .- n.,,... ~.,I,,r.'¢- '~.i;';';. ,. ¥ ~ ~-.':.;; :~;:;': :: -.,'. ( ":'"':": ................ .-~. ~"' ;"-'" ":"" ~'--'-- .-. ;,.,,________~:.~,-~:;-. .... ~.,,,~.,---- ---- ---s'~?..: ~'?:..'~.:~.~;~;.~? ~----~:--::.-:;.:.:-;..:, · ':." · '"'~' ':.:'.' .'-'; "::i.'O" ' ~°'' ~'"';~,~','.~:"- t,... .¢~ ..: .:: : :.,,.._ ... :.,:.:...,: .,..,, '...":'4,t,: / ..~ ,,- s,.'~-- :.:'.-.. v'~._. ~':..&':,',',l _..z'. .-..,, e;...., ~',...Z~..-'-' ,, ,, . . , . __.,- w: lo M~.- ~ o M ~X. _ . / -' X O ~ -~ r~ ~VF_ O,,"~ "X'"' 2:.O: FOR 6" ~ SAME. PROPERTY qOTE~. SAY;CUT EXISTING CURB & "X';' 8,,CURB FACE '-----"--"GUTTER AND REPLACE WITH 3. O FOR CURB FACE NEW DEPRESSED CURB 8~ PLAN GUTTER WHEN INSTALLING .- . . NEVI DRIVEV,'AYS WHERE CURB IS EXISTING, . ~'v" _...-~SIDEV;'ALK · ,,×,, ~, .... --,- ........... -~ ' .... '~. ~-:?.'-";:":.'~">":-'=-'?'~;';~'~"'":~:;';"' "~! '2:~,~"~,,'. -'-,-~.....:;...,-,.......,. ,-.;.-;.,?':.:.,.;..;,. ........... :~...-..?_.,,,;. ~,,.. .,,., .~.,, ~,,- .,:.;~.-:,%.;~.;'~,.'..r:.. "."'.;~ ....... '"' · ":-.: ' ." :' '.;'-."~ '...- ;.;::-:- ;-:: :". CURB FA~ ~;;-,~t'-.':.:-.,.'-.-.;?.~..::'-'...::;'~ ..... ..~...'~-~.'~;~ .... ~.¢':~.~.~- ' ...... "--~~'"':"'?:" ......... -'~"~ A~4_.. ' . EL E VAT l OL, x!_ .... r/w · .. . --~ ,-~--2" · ST~._-RE,E,T. ~ ~ TOTAL pARKWAY ~!D.~TH , --~L " WIDTH ' ' ..... ' ' "" "'"":"~'::?~';;:" "~'"" ' '~-~'" PER FT OR 2 00% .... · · ~'- RAMP SLOPE VARIABLE- SEE TABLE AT RIGHT SECTIO A-A DRIVEWAY ~5~_._.~_~_ DEPRESsE, D . GU.R? ..... RE_S!DENTIAL TYPE F'-',~RKWAYS HAVING !O OR MOR,_ TO'FAt. PAf;KVIAY WIDTH ......... . ....... '! .... '-- ,_'- ;' ...... -2~'' ~,-=] O :::..._-_ _-: :- -:: :.- ~ .... .----~.-._~-- . ~/,.'~' " ,,,.'-,,,:z~. ,..,:~£J'FY E APPROVED 4/'~~--~,'-~-/'-'~'~' '"'' ' NGINEERt DATE .~'/'~/~"/7;:.- "' '-' ..... .__ ,_ .- ~ : _-:~ - -__~._ ~- ~ .... ~--__:__~- ~1~~-~ - :__-._ . , 225 ~ A'~-] " "" 1/4" EXPANSION JOINT ............. ~ .................................. -,--..-. ~ '_______....__.__~__ ..-:--- . _ ------ _ _ ~ .......... ~/W LIN~ "' i::-: {5!: TH,C~KI I ~ 6"THICK R C.C '~ ~ ~4 THICK -.;!,,.:"' · ( P.C.~. ~----~ ....... -'"' -- ' ' ' - P, C. C. '.~::~'~".~ / ~,!~- I ! ~. QUICK JOINT :..":.:~:.':::.':'...'.'.-':~..,-:-.- t · .,<:'::,.'::,":':".:. ',':.,,:I:.-:.:, :':::.-. , · ? .::::'- ' ::. : :-':'. : :- ...... :_.:'."-'...".~r:;,,Y"~ .... ! ................. -.'":'.~..'.>".'....':-'.:° · ....... ' -.".l,,:.': ;'; ;'5 ! F_ "'.': > .' " .'. :'..' ~o!j"'T- .:'(, WHEN INSTALLING ~;:' ~,'~" '.D :< iV E V,;AYS WHERE (,U2:B ~'3 EXISTING. R/W Il l'~ ~ ' '{ E: ,TOTAL PARKWAY WIDTH 1 .~, .~ :. ....... ~ ................. ~ '~'~:~".!~. ........ ~~.,__~_~_~ ......... :-~1 F~'' F%OR2.00%'. ~.'~L~ ~ RAMp SLOPE VARIABLE SEE TABLE AT RIGHT DRIVE WAY' I APRON :: ~ll: D E PREs,' ~ E D :::--'~~~ COMMERCIAL TYPE [",",R:(WAYS HAVING 8 OR MORE ............ ~..,..~~~ CITY KNG:NSS I ~6 ~1 ~ Gl / '?.~'v:;::F:~ (:~).~~ 6" THICK P.C.C. ~~ . ]'~:~:::-~ .... %5' .' -:.n ~.'. z' ~ "~,'"- ,' N- ',' ~ :: :'~ :" , '~: ~ ...... ".",>~..~;, 7 '; }-:~;~',.>3'' .-?.': 2'.I, ~OTE; s~wcur ~x~s~$ cu~~ "X ~ ~ o' FO~ S"CUR~ :~~GUTTER AND REPLACE WITH ~"X'C ~'0' FOR ~' CURB A~f-'''' I/4 EXPANSION JOINT GUTTER V;HEN INSTALLING D q A R~ ' NEVI DRIVEWAYS WHERE CURB IS EXISTING. ~ ........ _._,,~-,~ RI V/ LINE · :;'-'.' ' ~:-;' ,;-'._';,~:~A.'::%'"'" ¢r '.: C'..: '", ;..:. ~:~ v ~,';' / ----. 4' THtCK ~~, ~..,~,~. P. c. c. · ':'.r,.'....'-../.)..:~:;.?,.~..;':':: :. ;7'.F.:.r~'.'._'/.3.~ "-:;v'..': - ~; :.:...'--.t ~ , .-CURB FACE ' /~,¢C6RB E[ GUTTER T~:_;t,¢_'._:~- /_ ....... · :.~_Zz.._;z .... -i'"T--T.~-"':=T"..~7~"T~'~~ "~": J ~./ ~;..;';', :',";.. ,'.'.:j; :. · ..~ i' ...,, ..x,. ,..~m 22' MIN. TO, TOP "X"OF DRIVE ON SAME PROPERTY R/W · · STREET , TOTAL PARKWAY WID)~t'~-~l]'~--2'' '. WIDTHi _ ~~ ~'/;' PeR FT. OR 200% T... .... .' .... ." ... ..... .. ' ·~ RAMP SLOPE VARIABLE- ' ... SEE TABLE AT RIGtt'T" TOTAL. PARKWAY WIDTH ~'~ I I~UI I ~% I~~ i .... : lu_~..i 8"I 10% a% 11% 'FP BLE. 0''?' RAMP · .,,. ~ FOR TOTAL PARKWAY WIDTHS LESS THAN 7" USE STD. NO. · . '~ .. "108D FOR'RE$tD[NI'IAL...'.. ' ' .. .. .. ATE oF ,~F..v,s,oN ,,'-.,,T,r~LS CITY OF TuS-~iN-=iiLi'I~;R©VEM-Eb]:F STANDA-RD ...... STD..... ................. · .................. - ................................................................................... - ............... --=-,--:= ___r~u. ............................................... DRIVEWAY APRON 8..~ DEPRESSED CURB ...... : ................... _ ........... . .......... ' __A_:PP___R0_~E=~__~ ........ _.-V,=~'!_Z'.-,,.,"Z: _Crf/Y ZH?'_,r_, :',R DATE _.-..'.Z. -='.//~--' ....... .. "'-'---=- - ' ' "- .... "~- .... Il I ' ,,-,',,,.,., 'rn ~--~ "X" "\V: 35 MAX.--COMMERCIAL .... ~._ X~~.20 MIN. _F~ T~OP_~.. I U IVIII'~' /'.J ' '" ' - ...... ~-- ~' '" · ' ~ ..... "--'-----~-{-= ......... T ......... _-E-E:'7 -- - t , ,4' ,- "~--- ~ ] W"= lO'tV, IN. 20 MAX.,7 RESIDENTIAL_____. ~ NX OF DRIVe. ON ~: SAWCUT 'EXISTING CURB & "X": 3.0' FOR 6'CURB FACE SAME PROPERTY GUTTER AND REPLACE WITH "X"=4.0' FOR 8" CURB FACE NEVI DEPRESSED CURB 81 NEW DR~EV,'AYS WHERE ....... CURB IS EXIS~iNG. ,, ,, . ~, ,,. ' ' . "X" ' ~SIDE. WALK .... / ~OF cuba . ~, ;..,.. ,¢ *'~.-:¢'.' .-..... ~'--,-, -' * ' -- :-:~E=:~---:;'.~,. ~;;:.-.-u,: .~,,-..~.':x-~" · ~~-~***~ ~;~ ~-..'-. .... '.~~ ...; .... · ......"- - ,~:.,, .~ .~v.~..s ,., ~, ..~..- ._~--. ~: .-.-<...-:. u;~ :..;. X .~ .:,~.]~< .. :.~..- ...... · " ........ ~ ....... ~.'....-a-.',~;u'~.'.'~-: .... '~'~L .... *:~ ....... u-'}¢u' , d.; .... '"}~-~.'. '¢. .... ]';, ....*' ';:4--'vz*.' ,;**;*'~u ..... .... · ,&?.-/.-..-, ,-:;., ~~:.--;:7..:--)u5 ~*~.';?.:~;.~Dv";.-: ~ 1" LIP . : · ' ' ' ' '' .~TREET , TOT ._ }I ' ' . [TOTAL PARKWAY'WIDTIt{ AL PARKWAY WIDTH PA R~VAY , ~ _~ a-~~~/IDTIt WITH B ~ '/2' PER ]'ABLE OF SEE. 1-ABLE AT RIGHT . :~: _.~ II,'ITIAt.$CITY OF TUS'FIN I~',,~iP~'~:OX/EMENT S'TANDARD ,,T,.,. | RE\'i..g~ON .................................. ~ ............... - ........... NO. ...................... " c,'~ DE RESSED CU'--'[3 I D '~ i"~ nlVEWAY APRO,'J o p ......,,.,..,...,: i ~..$>.~..,,,~.(,, .,~.~" 7CITY EI','GINEER DATE ea ~ ~: O,3 229 Froma And Cover To De  Alhambra Foundry A-15~I (Go!vonized V,'ith Locking Set Screws) Or Approved Equol. · Sleps- See Std. P~~o.,,~ ~_:~ C ~ . , Grou! 'l-l" / Ways In Walls ~ Top. -,-ITl--=' .-~'- o"--~ T P-- SECTION E-E NOTES I. os ,= Curb Opening S. moti. - 2. For De(oils ~ Notes, see' SId, Plan II2 5. For Local Depressions, see Std. Plan 113 Curb Opening. Shall Conform To Curb Alignment. Cur b ~ lj3ar s PLAN On Openlngs(Typ.) 230 ! ~ '~'\ - .' '- I (Golvonized Wilh L~,cki, o. Set Screws)l I . T . %',.'%; ~: , o~ A~Ov~,m~ e,~o, ' f .'~;I ~t ~ ~!// · I Scoring Line I Ah ~.[:::: : .... ~ I ~ ~ ~I ""' .......... r ....... ~--'~~ ....... .=~: ......... ~=~: ................... ~l.~ ~ G ~~ '~- 0' ~.~ (:; . '4"~. ~o,~ ~n~~ ~o~io, Bo~ls,~No~S S,a.P~o,~*~Z.I SECTION D-D (T)'p') J ~ ~ ' Curb Supporf ' ' ~ D/A~i ' (See Curb Supporl Deloils And "t _ See Sld. Pio,~N~ I1~ 't ~ ~=; ...... ' ............. E'(Typ) .......... ~d 6 ~ ..~ .... · .. ' ' - (~p.) ! ! _ ' ' ' J J-' !~I ~~i:~~.&~ ' / I::i~l !+,:,o~ -I.:~:] .'!:?i ~1:~:~;1'~ i /Izt:l ' -- , 1.1~i ~-o"i..~.-~~".~ I ~- ~T~ -' .... ,'".- -'."'':;'~"'-:'" J -~ -~ - ~ It:1 ,~, ~.~'~~~.~JJ ~-~ --A ~ ~,o., I~ I ! -- ..... . ......... .... . , -~ :' ,._ , .~ J-it z,~o, ~, a ~.~ ~.~~~~-~ i ALT SECTION A_A~-I ~ ~ ' SECTION B-B s~s,a.P,0, ~ '~ ~ Z" Cleor (Typ.) ' ~ =~,~~ ..... ~_~ ............. ' ....... ~ ..... ~ No. IIZ For ~ --- .--;d ~%~-.'-6'.;~-'-.: - '.'-:' ~ ', . ', '.'-.t~--J ;.~:~.'-," · · J:~:l · ~ . .~ . . ' ~",~ I:~1: ,· I ~.',~.! , ,, I:l~ "~ ~ e ~' / . .l:",tii !~'i~ 1~ Top (Typ.) ' ' ~~.'!_~_ I:~ -17-1~ ..... .t" , ~ ...... ~ , . .,;',.- .- . ~ : · "~. -~._~ .... ' ~ '' . ~ ~ .. .~. . ' ~: .... ~I"~" ~' ":"- ' ~'~--~, - , . I=B · I:~:T~ x~',Bors ~ 12" O.C. ~ It[]~'~':, ~~'i.~'' ". e, . . ~=~-~ o~u ' 'i~ i '' '1 / / ALT. SECTION A-A~2 , . - ..... .'....' ' ......_.,;_. _..~ . . . · . .". ;' ', ...... .'...':"..":..' _ ..,' .'.......:...:...... '. ?" "~~ :-: k:t~- ~' ;~.,~;' ~~--' ~~~. · S :."~ . · 1.[:{'J . . . [:li.! ' ['~'j 1. OL- Curb Opening, Large . l~ ' Z. ~or De,oi, s 5 No,es, see St.J P, on v ,.~:.~-~-. ,~~~ .~. ~_: 7:~~-~~_ .~~ ..... ~ ........... ~ ........ ' : ...... -':--%~-~~.< ~' .-~ ~'~~ ...... ~ dcpenoont on ol~gninent & d~, II~ ....... ,.__.: ....... r:...~ ...... ~~: · ..~ ..... ,.~., ,~~_p.. .~ Storm Drain pi'pc. W~.?.'- D,~ f£ ~F ~--~ '--'-----'------ · Protection Bar ' Suppoet Bolt,., to be · ~_e~ Ears,{\ //' Alhambra Foundry ~'A'I574 . ' .:,-. :.-:; ..... TYPE A-2 o'r D 's,~p ,o~ ~ho,~b~o CURB .,' Fv~ I~ ~ . (Galvanized) Or Approved Equal ~_::~__.: ....... ~ Curb Protec,ion Eot Io be ~---- ..... ebro FounOr~ ~A-}9I! ~ ~ (Galvanized) O~ Equal. FACE PLATE DETAIL STEP I. DETAIL. GENERAL NOTES For"l"wall thickness see Table on Inlet Plan Nc. ilO or Ilia Height oJ curb opening, wilt vary with the type of curb and the depth of the ! col depression.(S"e Local Depression, Std. F'Jon Reinforcing steel shall bee4 bors ~ i~'±O.C, both ways placed 11/2: clear to inside of box unless otherwise shown. ~ 4. Steps- None required vihere"H" Is 3'-G" or le~s. Install one step IG"obovc floor whcn"lJ"is more than 5'-G" and less 5'-0". Where "H"!s more than 5'- 0", steps shall be evenly spaced ~ IG'intervcls from IG"obove floor to within 12"of the top of the box 'P!oce '. . steps in wail without pipe opening. J 5. When curb openings' ore 7 high or more, place o dio. prolection  bar horlzontolly across the entire I~ngth of the o~.en[ng and bend . bock 4" into the inlet wot[ on each side. J :' 6. Curb'ope~ings longer than 5' shall hove one protection bar ~upport bolt each 5' increment or fraction thereof, evenly ~9o.cod. : . .'  , . . J 7. Pipe(s) con be' placed in .any wall. J 8. Curb section shall match adjacent curb. · 9. Except for inlets used os j~nclion boxes, basin tloors stroll hove J 0 ~;tt,imdm slope of I~ 3 '-~m alt direclions ~owo~d cutlet pipe and ~t~oll hov~ o waj od 1ro.~el finish. J I0. Galvanizing: All exposed metal shall bo galvanized after fabrication. _ .............. , , .,.. .~ Y OF TU,~TIN I;,IpROFEAIEflF STANDARD ~E~ 15,..A. I'IIT/~L5 ............... ~;L .... - ....... D E T~ /L S _ ..~.. _ ..... _ . _ , ,, 232 · ~.. CU~B PROTECTIO '[1 · ~1 (SEE STD. PLAN" I,'~-~) ' . · .. ~ ..... ' '.: '-. 7~ .'~ n .: '-,~ ...... ;~ ....... . .. - '.- ~ ' · .o.' - ' L:'.:': .'4.,_? ..... ;~',".'..-;.-'..'~":-.-.-..,.- ,,'. · ~.~ ".'. ~:;' '::"..~:- ..~'-'.;~"~ ~ crn n~IpB ~ GUTTER ...... ], ~. ;.~.':~'. '..~.: .. ~,....:; ~::.', ..'.-'.~-.: .....;'~~ ~. ~,, ST~ CURB 8 GUTTER SECTION ~-~ PLAN NOTES: I. LOC, aL DEPRESSION SHALL . . £. "L"-' LENGTH OF OPENING SHOWN O,.V THE PI. AN, SEC T I 0 tV 233 .......... '' ] ] ...... ] ]'~] .... ..... ' ' "~""'-'"'-~ STANDARD REFLECTOR No W21R Gmlv, M¢Iol Channel U-I~O$~ ~ , (High Carbon) W21R ~ Located behind Barricade 05 Sho~n, , , -'""'-""---,%/,.,ur.,~, in sketch below. -c~ //¢..J, b~.hind Barricade- Type L, spacing ~J ¢-x . Length hall i Iliples of 12' 6" ' ~'i0 C. h --'----------"---, ~ end. See std. plan ,t-'41C TREATMENT 'FOR W DENING SECTION R/W ' TREATMENT FOR DEAD END. '1~.?o G$ ........................... / .z.,,.~.~. o - ~ ~ ,~7. -- '-- j _ _ ~___./ ~ / l~vl G i . . . . . 234 SYblI-~IE TRICA,L AIIOUT ~. TERMINAL SECTION .............. ,~ ~ --: ......... ~'~' SPLICE BOLT & NUT POST BOLT' SIMILAR EXCEPT LF..NGTH 'SECTION THROUGH RAIL ELEMEN_T_ NOTE' ALL DILI~N$,OI,~'~U13J[cT TO ~&NUi.'ACTURI/'4G I OL~.RANCES II"t O"& 4'-I~" WOOD POST --N · ' 5~l DIA.DOLT~ ~; 2~;SLOT . · RAIL _ARRANGEMENT_AT POSTS_ ;I '~t SLOT TED I'~OLE S SPLICE CITY' 0~' Tu ~-T'-//v" / M pt?° I/E/d-~iv. T-' ,-,° 7:A-~:D-~ ;? t)---=--~-- I-~'-~ ................. '- _ . _t M E' TA L BE4~! G U 4 i~ D t~ t11L i lV G I .... 235 N Ill I~1 , I1-1 II, ',1, '. .. ,! GUIDE MARKER CLEARANCE MARKER · .TYPE D .. -..' .'TYPE L · Reflector Frame Refleclor~ Top of Curb Holes ~ -I 4" 4~ x S4 S Timber Pavement : ~ " ! Yellow Reflectors ,.~ . · 5" Yellow Reflec Post . I I I ' I ~ ~ 12 d NotI~ .--..., I I I .i . r-i ' ' -->-->'~ T ~ Anchor TIMBER HORIZONTAL ! I I tl t iI I ,l~ I I METAL Holes REFLECTOR UNIT W61R 236 · ~'?.", 15"cadmium or £inc plated  .A; carriage boll, 0.0002 in. min. B:Ornomen~et lop and cenler .......... ~ thick or co~t anodized ~,~ml~umCO lltng OllOy  A55676. '' , NOTE~ E~o6t Ioco~ion of s;gn~, to be located on Tree1 - i~ improvement Plans, or Road Dept. Sit,et Improvement .'  Plans. Posts 1o be placed ~o991e 1o prevenl 8 bock of curb face unless roto,,on'or cosl %therwise specified. .One,piece. II . - 'i ' ~' ' ' , . -- C= Cost anodized aluminum cast- , . C Z'~rZin'°°Hqy A356T6 pos1 cop- ', V2" with Insla 1hat ~'-' i~ embedded DESIGN- . Each four-way unit ~,holl con~;i~,t of two. double face SignS. otsembly. Each sign shall be mode from one p~ece alumi- num exlru~ion. BRACKET ASSEMBLY- ohe post cop, ornament or, d center rod assembly shall be mode m m O u n I On Z[/2"i.D. 9olvon;:¢d F'tpe. l'ne center rod shall min. /lead of hal shall ~m top al ornament. Bolt exlend through signs and fallen with nut in~td~ of po~t cop. Posl cop Shall be cost anodized o~uminum, d~eply ~rooved lo ~curel~ hold sion from twisting, on~ shall b~ ~eCur~d the pipe wilh 5-~'[{" Atl~n h~od scl screws. Saddles be anodized olumtnum o11ol 5052H5~, O.O75 ~ncl~e~ SIZE- · Length of $i~n may'be 2'4"or 30" Maximum widlh 6'~ de, · .~/4"'.end thickness, 0.090 in. · MA'{' ER I~L-'. " Sion shall be'onodJ'zed aluminum extrusion of 6OGST-4 'plioy material with overage cooling thickness of 0.0008 · Inches and or?eh finish tomolch lei lerir~0 bockg, rounc~. . · . · FINISH- ' SiOn'tacos shall be of Scotchlite refleclive sheet[nO. · The transparent screen process color shell be os racom- moneyed by the reflective sheeting manufacturer. Applica- tion of the reflective sheeting Ia methods os approved by the rellectiYe r, heeting manufacturer. ".i' '. stainless steel set screws.. LETTERING- ~;' Street names shall be 4"high.2E49ch name shall be individu- i~ oily laid out to fit eilher the or 30"spoce. The letters · ~ shall be of the rounded lype slyle confcrming with lhe [, In concrel, in thc ground, minimum slondord olphobel for highway signs designed by the U.S. ( ~ 6iom~ler of excavated hole 8"~' Public Roods Administration. . qnd 7'-6" remains a~ove ground. . ::-. ~Ploce 3" mound fili,e~c'epl ' Aluminum Olloy for oil component, shall conform · ston~or~ tolerances os published bY lhe Aluminum I-'' .,, j?lll:~i .... [~,,' ' ' Association. .. ~"{ 1. ]. ' ' I ' - ' .t: . .'X,. /.......... ' . _ . . ~ . ~Center rib . ..... 237 48" ,ri." x2 ECCENTRIC CONE MANHOLE' PIPE ! 4S"}.ti5" MANIHOLE PIPE TYPICAL SECTION 48"!.D. Eccentric Cone Mc.nholo NO TES' FOR ;rIANHOLE- BASE SEE' STANDARD PLAN NO. 119. FOR MANHOLE FRAME 8 COVER SEE STANDARD PLI?N IVO. 120. FOR GENERAL NOTES SEE STANDARD PLAN NO. 119. ... : . .. o .. t-'? .,...,,. :;..: ..... · .;.::','.::.,; 2.4"~ 6.." GRADE RING , '-..,~--; ' 'i .' ~l.'; :;: .~N.-~!i. '-~ ~4"X8" GRADE RING 238 "fhe crown, elevation of ali pipes shall be ll~e some os lbo crowTi elevoz~on of lbo Jar g e s ln~c~un:e~s al herwis~ i led- ., . , Monhde shaft opening to be placed on downslreum side of manhole. Ill II 48" Woter rich! joints (typicoi) Bell end Top of povemen! or existing grad When broken e~d of p,pe is ¢,~dhln monho~'e, j~eoK bock JiuSl~ w~l h ipt;,de of manhole wall o~:d pto";er broken ed.'..,,es smoolh~ ~hen unbroken end of p,pe ~s ,ninon'"' hole, lee, ye sc, uore end o~d Jill t'~llels at upper'secl~on to dra~n. 2 - t2" L. ong V C .P. joint s 'at inlets and oulle! R: 2 x Dio. , Cement mortar ~-~" Collar sections slope · · ~',~ .....'.R="I ... .. ' % """" ~' ~ ' 4." ' ' ; '~ · ' R= ' · ~ ~"' · ~1 * ' '. * · ' 0 e, - · · J ~ I · · · .. · · · · Bose poured against undisturbed soil CONE DE.TAIL Cone shall be eccenfric to. the down streorn side of the manhole. l/2"Grou~ between · Backfill manhole I~ above bevel j~)inls the lop of wye with F cleon sond. · · · o. ,),' - ~. 6" · ! Double hub Sind. drop ~. ,~.'.~.~.-"'-" ~, manhole tee · ~ .~.?.,, ~'7~. I i/Z ............. -~-$, raigh't pipe .- 21%.~.~~.~.~.~. ___.]._. ' ':' ~-~/2"G~'ou nd. 90 o bend ~. '.'~ t .. . las~. "A'" '"' "':' D ...... concrete': "UOINT ETAIE '. STANDARD 48" MANHOLE AND DROP MANHOLE CONNECTION NOTE; Drop manhole required when directed by City Engi. aefr ............ _ ......... . ...... 7~,~~o/S- .... /~,~'~.~/-~ .... .'j ..... ~~~;-"0/: T~[gT~N iMPROV~-~EA/..~ -_~9TA.NDA,?D ........... s -"9'" L ...... .... . ........ ~~..- ~: ~ ...... .)T.--t~ · ............ ._._ '" · : ~' . ,~ , ,~- . 239 Manhole fremg. 22:6 lbs. Manhole cover- 224. lbo. NOTE: MANHOLE FRAME &COVER A SHALL BE ALHAMBRA FOUNDRY CO. NO.A-I 2_70 OR APPROVED EQUAL. LETTERING ON COVER SHALL SAY"SEwER" FOR SANITARY SEWERS AND "DRAIN" FOR STORM DRAIN. 'er A Top View ._. p(~N .... 6~F~' COVER ..... ' ........ - ........... /,~-~-~-~-~' ................ I ~ c/"'r~:~ op "~u~. ~ /~ /~P~O V~~/~', r xr~~,~, ~.~ --, ~.,~,. ~T~ OF //,'/T/4!..~ [ .................. _ .............................................................. _ _ ! ......... (~- : .~ -. ......... _ -_. . , ~ ,. i i ' ' · · · .... ~ i "'~* " ........ -, , . ~ . ,~. . . . . . . 240 _L ' ! · ' ·; ........ . ,'._< . [, /Joints fo :)e constructed In ~,, ,, : . ~ , ~-' accordance with lhe ~mprove- ~ ~ [, ~ * ' -~ m. ent plans end ,peciflcotion~ , ,.~..~.,.,, ~ ~ ..~ ! ;, / '~~ , · /. ---~Cemonl concrete ~l'i ;, ,/~l.~Ptpe,,~ ~ " ! I ', ~' ' ' Sewer , ' . a _~. ~1_ · ~ { ~ , I ~' Main L ...... ~ ;.'" ~ 4 Pipe Var. - ...' ~- . .'~ %..' ., -' ,...SECTION A-A ... ELEVATION ' . . ... . '.: · .. . . . - GENERAL NOTES" ":'. ' I. The distance "N" is shown on lh~ improvement plans.. The Station Is shown on the ,mprove- , ment plans. When the Sewer Chimney Pipe is Used with a sewer connection the Stolion will be ll~e some os lhe.st°li°n of the Sewer connection, unions shown otherwise. 7~...'.~':....-?..~_ ..... When ~he"'Sewer Chimnoy Pipe is used wi~h o se~er .connoc,ion on both si0es of ~he sewer m~in,"look~nq-u'~ ..~rode,. ~he sewer conneclion.on the r~h, .sige.,-.of-.!he sewer " moin shoal be c0nnecle~ wilh ~h~ "Y" bronch bT. o ~ ei0h~h bend and ~he se~er "." connocIion on lbo lef~ shall bo connoc~od wi~h ~he upper end of ~ho chimaey b~ .. ~ ~" qu~r~ar bend, unions o~herw}so specified. 3. When ~he Sewer ¢~imney ~ipe is u~ed wi~h o ,ewor connoe~ion on oho ~ide tho Sewer Chimney P~pe shall be conslructod ~s strewn hereon, but wit,~ the 'Y . focin~ lbo side w~th tho so,er connection. The lop of the chimnoy sholl be closed w~h ~ cap mo0e for ~ho~ purpose. The remoin~no ~p~co in ~h~ soeke~ ~hali ¢~ · with wo~ ,~nd ~nd ~ho sond covorod wi~h ~ ~hin coalin~ of nea~ cemen~ mortar. 241 Line Sewer c=ment Concrete Col~ G<'ound LIna ~ ___ Cement Conc~'ele I Letter= !o be high- R'oi~ed 7 / /I ,~~..~~. I · . ~1I. ~-~'i1 .. PLAN I1 ! /':.:E..':: I~ SKETCH SHOWING TO4> OF' CLEAhI-OUT AND CAST . IRON COVER USED IN 242 ' · /.Elevation of top of curb. When used .. //' in ollcy~ th,s elevolion shell be token O~ the lop of pavement at the edge . O~ pO.vement. ~ . ' Slreet ~urfoce~ =-: :. ~ ........................................ - ................ ' ~6" Min. w,thout ¢OnC. enco~e menl ' ~Oi~ton~e E. I ~___~ .. -~ Length L ~~ ' ' . {/cop . ~ :~ ' . Sewer Main ::~~ ' voriobl .... I Standard "Y'' Branch ELEVATION' of s~wer main tO° Unless shown otherwise on plan~. Property · Line II D tl · Sewer Main .. .. Pipe Variable Size 6~''''''''' Standard 45° Bend tl II Standard .Y Branch C~ of Pipe PLAN , ,z~-~.Station os ~hown . "'on Plon~ · .. . . . · .,'....' ...'.'!i.'.:i '....:.. I .... 'The. length ,"L" is shown on the improvement plans .. . . of the'":~;?Sewer connection · .. stotion of the point of intersection of 1he centerline end the property line is shown on the irnprovement plans. a cap made with wet The pipe The Inlet end of the sewer connection pipe shell be closed by thai purpose. The remaining space in the socket shell be filled send covered with (3 thin coating of n6o! cement mortar. IIEI . The distance 'is to be 4'6 unless olherw~se specified . for SIDEWALK 6'-0" RAMP FOR 6" CURB FA'CE ..::'.3 - %', .'. ~'1 ~..' 8'..-0" RAMP F OR O" CURB FACE ':",'.-:'.', 4"THICK p.C.C. APRON TO BE POURED MONOLITHIC WITH SIDEWALK CURB FACE 243 · . 6',-O',~RAk'~P FOR E,'B~, CURB FAcE ... 8-0' RAMP FOR' CURB FACE 5 LIP STAK'DARD DEWALK CURB FACE 4'"THICK P.C.C APRON TO BE. POIJ;tED MONOLITHIC WITH SIDEWALK" · . · . · , . INITIALS . -~_._. .: .:. :.,._~ ~---_--:~-__ - ,..,.... ~ ....... r--,. ,,-'-"," ,'"'""~ ~,~r,,^rmr~ STD. CITY O,-- T __, ...... ,._ .... -=i:.~:_ .............. : ...... .... ........ '_:~:; ..... ---- NO. ---~. _. : .~: _ ..- ~_-__ ._._-~: _.-_:T. : -: :'-: - ~'--'-- ......... . WHEELCHAIR RAMP ................... --=:- ..... --~:~- ....... -=--- ....... ' ........ .'- '~ ~ - --, . _"'"/'::-:-__7.-7.--._;,:- - ,,,,-'"2 -/'~..' "~/,,' ,;~':,;{TY ENGINE,FP. iD,~TE /'/~ / 2',.;, . .._ ~.PPHuvt:. u ¢,_~.~~;" -- "_"-;",-'-'--..- . .......- -' . ,- -: ......... .o 244 " 2" SCHEDULE BACK OF CURB ~ ! L,~/ 40 pro ............. _: . .... ~ ...... ; _ --- =_ ~r-'~ ~'- :--""--'""~=~-:: - ~-~- - ~ ' ~ ~' MIN~' · ..= ...... . ....... -~~ . .. ~. :- ~ EXISTING EXPANSION JOINT ALTERNATE'SA%~/CUT fiND REMOV~ f,%INIMUM OF 5 LIN. FT. OF CURD GUTTER AS DIKE~ED [~Y T~{E ENGINEER IN THE FIELD. POUR CONCRETE CURB ~ GUTTER WITH 3~ DIA. SCHEDULE 40 PVC CAST IN AT SAME DIt;,ENSION SHOWN AT RIGHT. PLAN 125 A (FOR TYPE D CURB WIT}t G"CURB FACE) EPOXY GROUT ARour.~D PVC PIPE. ELEVATION SCHEDULE 40 PVC BACK OF CuRB · · II ..... ~5' MIN. ,,~ EXISTING EXPANSION JOINT-J . LIP OF GUTTER ALTERNATE' SAWCUT AND REt'OVE MII'~II.~U,M OF 5 LIN. FT. OF CUR~ ~ . . · . · 'GUTTER AS DIRECTED .BY 'THE. ENGINEER lt~ THE.FIELD. POUR NEVI CONCRETE CURB~ GUTTER WITH 4" DIA'SClIEDULE'40 PVC'CAST IN :.'"""" '"':'"' AT SAME DIMENSION St'IOW.",I AT RIGttT. PLAN 125 B {FOR TYPE ^-2 CURB WITH B" CURB FACE.) , ?'_ (: c..O . E~'oxv o~ou'r ,,~:ou~,o pvc PIPE. ELEVATION CU~ CUTS FOF{ ROOF OR ON SITE DRAINS .