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HomeMy WebLinkAbout62-217RESOLUTION NO. 62-217 ADOPTING STANDARDS FOR STREET IMPROVEMENTS WITHIN THE CITY OF SANTA ANA WHEREAS, certain drawings giving detailed data about certain portions of street improvement structures and a specification sheet of reinforcing steel types, numbers, sizes, lengths, etc., have been compiled, are presently in use within the City, and the City Council has determined that the same should be made the official standards for the City as authorized by Santa Aha Municipal Code Section 7201. NOW, THEREFORE, BE IT RESOLVED: That those certain improvement standards numbered 101 through 114, 201 through 206, 301 through 309, all exclusive, are hereby adopted as the Standard Drawings and the same are hereby declared to be the Minimum Improvement Standards for all street improvements within the City of Santa Ana; that copies of said Standard Drawings and reinforcing steel bar requirements are attached hereto, each page show/ng a"STANDARD NUMBER" as hereinabove referred to,and by reference made a part of this Resolution. BE IT FURTHER RESOLVED: That copies of said standards are on file and shall be maintained for examination by the public in the offices of the Director of Public Works, the Planning Director and the Clerk of the Council, and that said Standard Drawings and reinforcing steel requirements shall be reproduced and made available for sale to the public in pamphlet form by the Department of Public Works. PASSED AND ADOPTED by the City Co%ulcil of the City of Santa Aha at its regular meeting held on the 3rd day of December, 1962. ATTEST: CL~RK OF THE COUNCIL A~PROV~D AS TO FORM: ./~Y ATTORNEY -1- STATE OF CALIFORNIA) COUNTY OF ORANGE ) CITY OF SANTA ANA ) SS I, DORIS M. BROWN, do hereby certify that I am the Clerk of the Council of the City of Santa Aha; that the foregoing Resolution was regularly introduced to said Council at its regular meeting held on the 3rd day of December, 1962, and was at said meeting regularly passed and adopted by the following vote, to-wit: AYES, COUNCILMEN: Hubbard, Schlueter, Gilmore, Brewer, ~11 NOES, ABSENT, COUNCILMEN: None COUNCILMEN: None CLERK OF THE COUNCIL -2- DEPAR%~EN~ 0F PUBLIC 5{O~{S CiTY 0F S~TA .%~{A Room ~01~ City Hall Telephone 547-0511 STAN~.%RD PLANS FOR ST?eEET Ii4PR0~Y~h~INTS - STAND.%RD Curb and Gutter - Concrete Local Street - 36' CuYh to Curb }~aoor Street 64= Curb to ©arb Sidewalk Intersection Cul-de-sac Industrial Street Cross Gutter - Local Street Cross Gutter - Major ~tree'~ Cross Gutter - Notchel - Locam ar }~jor Street Alley and .~lley Section Driveway Approach Block Wall '~raffic Barrier and Guard Rail 10! 102 103 104 iOj 106 107 108 109 1!0 111 112 113 114 T G,Y. PER L.F.'.0638 0.~ L.F, PER G.Y." 15.?L.F. TYPE A-2 '~SURFACIN G C.Y. PER LF. ' 0.02930 L.F. PER C,.Y, 34.15 TYPE B-I NO'lES s 1/4' expansion Joints shall be placed at 20' intervals and at ends of ali curb returns. Dowels may be deleted and curb unrein{orced. when extruded concrete is bonded to pewment surface with aF,roved adhesive. C.Y. PER L.F = 0.01075 L.F. PER C.Y., 93.0 -----8 '/2---~ TYPE B-3 % ~ DOWEL ,8" LONG, 4' MAX. SPACING LONGITUDINAL eAR ££VISIONS NATURE OF CITY OF SANTA ANA IMPROVEMENT CONCR, ETE CURB AND GUTTER ' 020' ~,,,, ~ T 30' 18' A-2 2~' ASPHALT WITH ASPHALTIC EMULSION CONCRETE SEAL COAT. 6"AGGREGATE SASE I. TRANSVERSE SHALL NOT EXCEED 0.2' 2. WHERE TRANSVERSE IS USED THE CROWN HEIGHT SHALL SE 0.47' ABOVE THE GUTTER FLOW LINE ON THE HIGH SIDE. SOIL STERIL~NT SHALL BE PLACED UNDER ALL ASPHALT AREAS WHEN CUT AT STREET CEN'FERLINE IS I' OR LESS. DATE' OF ,~, EVI$1ONS NATURE OF' CITY OF SANTA ANA IMPROVEMENT STANDARD TYPICAL SECTION LOCAL STREET STD. NO. , i: ,,, 40°-4~f IR/W NOTES: 1. Thickness of improvement to be determined by soil test with a minimum of 3" A.C. over 6",A.B. 2. Asphaltic emulsion seal coat over A.C. 3. P~rkway shall be solid sidewalk for parkways less than 10'. Soil sterilant shall be placed under all asphalt areas when cut at street center line is l' or less. DATF OF REV/$/ON,$ NA~'URE OF [CITY OF SANTA 4NA /MPROVEM~NT STANDARDI$~o' 64'CURB TOCURB MAJORSTREET, NOTES: 1. W=4' on local streets. W=5' on major streets. W=ih~ll parkway width in commercial zones and where parkway is less than 10'. Thickness = 4"; 6!' at driveways. 5. 1/~" expansion Joints shall be placed at 20' intervals and at ends of all curb 6. Expansion Joints for sidewalks shall 'be placed to coincide with joints of the curb. 7. Sidewalk shall be scored in squares having side dimensions not greater than 5' or less than 3'. 8. Construct tree wells 6" from back of curbk'x4' every 50 ft., as directed by the Engineer. DATE OF R, EV/S/ONSNATURE OF CITY OF SANTA ANA, IMPROVEMENT STANDARDIsro' NO. SIDEWALK DETAILS I JOINTS GRADE STRAIGHT GRADE GRO GRD GRD GRD GRD / ,/ ;7 /25' RADIUS AT ~ INTERSECTION OF TWO LOCA STREETS. 35'RADIUS ATALL OTHER iNTERSECTIONS. GRD GRD PLAN ~~ ~ 2~ MIN. o = 6.25'MIN .__]_ 6.25' MIN. _ I_ 625' MIN. _1_ 625' MIN. o ~ /HIGHER THAN EDGE OF ~"~"'~'~ I/~ IN 3 ~ "'- ~ ' .' '~ *' 'o ~:~ ~;~.-~.. - ..... ,....., ?,:,.,,~,~ .,.. . ~* ~ ......... g~;;v-..~:'~..~, .~,, , ..~, ,~.~ ~,~., I :;'..'.:;'." ......... 3/U VALLe[ bU//L~ ~EU/IUN ~, 12 , _ I ~0~S: 0-elev~ton ~o be show~. 2. gx~slo~ ~ot~s s~ ~ g.C.~. 3. .~11 e~nsion ~terial shall be 1/~" thick. 4. Intersection detail ~awings shall be ~ a scale of 20' to the inch. R£VIS, IONS N~TUR, E OF INTERSEOTION , DETAIL CURS I I~wLINE LINEq u~ ~COVERED ~ IORAIN / CURVE / / / / I CURVE :~ I IMN, .,,' ,,s,.,Xr, ,,, .....f cURB ~* CURVE I . ~60° 30' 18' 12' 71.55' A 31' 13" 56" CURVE I CURS , PROP. LINE R L T R L T ,00 I ~4.~, 127.,s 18, 147.,',, l .4.so 242' 27' 52" CURVE 2 ~In the case where a CU~-DE-SAC backs into an arterlai street and drains toward a covered drain shall be provided thru a drainage easement a minimum of 2' wider than the drain as shown above. Plans shall include all information pertinent tO the drain; exact location~ size~ reinforcement~ easement, flow lines~ curb-face openings~ local depressions~ capacities~ etc. OF' ££1/I$10NS N.4~.URE OF' ';ITY OF S,4NTA ANA IMPROVEMENT STANDARD STANDARD CUL- DE'SAC ,,4PP.~OV£O : c/r); EN~/NEER~ D~TE stD. NO. 0 J = I0' = = 2' PROP LINE RAD. CURB RET. RAD. APPLICATION LOCAL ST. INTERSECTING AN I~' 25° INDUSTRIAL ST. ARTERIAL ST. 25' ~5' INTERSECTING AN INDUSTRIAL ST. NOTES: 1. Maximum transver;e shall not excee~ 0.2'. 2. Where transverse is used t~m crown height shall be 0.46' above the gutter flow line on the'high si~e. DATE OF R~V/$1,ONS NATURE OF' CITY OF'SANTA ANA IMPROVEMENT STANDARD, INDUSTRIAl. STREET ,,,,,,,~o,,~-o: ,/.,,,.~ ~,.,.,.,~,,-,, ~'N~,N~-~',%,,'~' ,o/¢ ~ STZ CON(;. R/W XPAN$10N ,JOINTS ~'4~ i .. ITYP.) -- 2- 1" ~ SMOOT~ BJ~R$ GREASEO 16" LONG, 3," FROM BOTTOM. $~'CTION t~0~: l. W,=g' NATUREOF OF sANTA ,A/VA. /MPROVEMEN, T STANDARD CROSS-GUTTER , LOOAL STREET VARIABLE VARI~ R/W 8" THICK NSION JOINTS ~TYR ) 2- I" ~) SMOOTH BARS GREASED 16" LONG, 3"FROM S~ECTION A-A NOTE: 1. w--6, VARIABLE VARIABLE R/W I I B Aj B ..~. "'."'~" .... .':.~ ~ l,~-'"'"* ' i"' ,~J~:~::.':: .';,";, :. ,.': - , . .., ~,:...: -'.1'~-"~' ~ ' ¢: T~ ...t.r . , ~ ' ~ lO' :.¢".'.. '~" ' ":" --Zl, :'T SECTION ti2." W = 4" across local street = 6' across major street SECTION I3-B ' '"' --Irxp&N~ION JOINT CTYR) DAT.~.. OF REVISIONS..,, N,~I'URE OF I C~,.TY OF .SANTA ANA IMPROVEMENT ~TANDARDIsro MAJOR uOR i LOCALI STREETS 6" RC.C* SIDEWALK 4" EC.C. 2"A.C. ~f 2"A.C. ~ 0 * ~ JOINT EVERY ~/2"^.c. ~!. I '?. 6"RC.C. SIDEWALK ., 4" RC.C. ?s:., ~ DEPRESSED I_. ~f;~ .-':;h--, ~ ,'~ .~. ~ . I" Z Z 0 Z DATE' OF REVISIONS N,41.UR£ OF CITY OF SANTA ANA IMPROVEMENT STANDARDIs~.o. ALLEYANDALLEY APRON I~°' NEEDED$ ~ I~. NEEDED"" / · SEE NOTE NO. 5 BTWN. DEPRESSIONS ON THE sAME PROPERTY , L_ 40' MAX. ~ GUTTER / ~ BOTTOM OF CURB ~% MAX. CASE NO. I GUTTER REMAINING IN PLACE. CASE NO. ~ SECTION,S DATE OF REVISIONS N~TURE OF' NOTES 1. Case 1 normally applies. 2. Use Case 2 when ramp slopes would exceed 10~ in Case l. 3. Use Case 3 when sidewaIk sIope woui~ exceed 6% in Case 2., ~ongitud~nal slope of warped a~ea adjacent to d~iveway shall not vary mo~e than 6% from the longitudinaI g~ade line of the sidewalk. 4. ×=3'-0' fo~ 8' to 12' C.F., and X ~2, ~o: 7" C.F. or less. ~or curb heights ove~ 12', use 3~1 slope for X. 5. Sidewalk and ramp thickness 'I" at driveway shall be6' fo~ Residential and Commercial drives. 6j Difference in slope of the d~tveway ramp and the~slope of a line between the gutter and a point on the roadway 5 feet from the gutter line shall not exceed 15%. Reduce d~iveway ~amp slope, not gutter slope,' weze ~equired. N = 40' maximum. See Section 7216 of Santa Aha MuniciPal Code for o~dinance fo~ d~iveways. CITY OF SANTA ANA IMPROVEitiENT STANDARDIsrD' DR,VEWAY APPROACH °< -- VISTA BLOCK PERMITTED ON TOP COURSE PILASTI[R WALL -- 2"X 8"X~6" b 2-~'4REINF, BARS GROUT SOLID~ ~ A SEGTION A-A NOTES: 1. 2. 3. T. 8. 9. 10. 11. RI[INK BAR DIA. This drawing does not indicate the number of blocks per section. ~ Block wall is to be constructed prior to sidewalk construction. Concrete sidewalk to be placed up to wall. All bars to be deformed AS~ designation Al5 and A305. No surcharge has been provided for in the design of this wall.. Concrete block to meet AS~4 designation C90-52. Grout to be I to 3 maximum 1/10 part lime. Grouting required in all cells with steel. Bottom row vertical Joints left unmortared for drainage, All concrete to be Class "A" per State Division of Highways Standard Specifications. Heavy dutywall mesh 3/16" diameter at the second and fourth course from top. CITY OF, SANTA ANA /MPROVEMENT STANDARD BLOCK WALL DATE OF REVISIONS NATURE OF' STD. NO, WASHER ARRANGEMENT AT POST SECTION TERMINAL SECTIO~ X I I/;SLOTTED HOLES NOTES~ SPECIFICATIONS shall equal or exceed those of Armco, ethlehem, and/or American (U.S.S.)~ 12 gage minimum. POSTS shall be 8' x 8" x 5-0', treated Douglas Fir o~ redwoo~ as per State Division of Highways Standard Specifications. GALVANISED FINISH shall be required on all metal parts, including rails; terminal sections, bolts, washers, nuts, etc. DAT£OF REVISlONS NArURE OF CITY OF SANTA ANA IMPROVEMENT STANDARDI~' I NO. TRAFFIC BARRIER AND GUARD RAIL , I ' DEPAR'I~ENT OF PUBLIC WORKS CITY OF SkIT~A ANA Room 201, ,City Hall Telephone 547-0511 STANDARD PLANS FOR SANITARY SEWERS - INDEX STANDARD ' M~nhol~ - Concrete ~ccentric Con~ - Non-Reinforced Lamphole Encasement Lateral Connection Lateral Relocation Excavatioq, Bedding and Resurfacing NUMBER 201 202 2O3 204 2O5 2O6 MANHOLE COVER ~ FRAME SHALL BE ALHAMBRA NO. A-1270~ APEX NO. X-lOB OR EQUAL~ WITH HOLES AS SHOWN BELOW, REINFORCED PRECAST MANHOLES CON-- FORMING TO SECT. ?O-1.02H OF THE STATE STANDARD SPECIFICATIONS WILL BE PERMITTED. ELEVATION OF COVER BY THE ENGINEER. ,~' ~*' ' I TO BE DETERMINED COLLAR ALL CONCRETE SHALL BE CLASS PER STATE STANDARD SPECKS. WHERE MANHOLE HAS THREE INLETS ~ ONE OUTLET~ PLACE FRAME I~ COVER MIDWAY BETWEEN TWO INLETS. WHERE MANHOLE HAS ONE OR TWO INLETS ~ ONE OUTLETt PLACE COVER AWAY FROM PIPES. THE NECK SHALL BE I Z# HIGH IN PAVEMENT AND 24" HIGH OUTSIDE PAVEMENT. THE TOP SURFACE OF THE SHELVES SHALL SLOPE DOWNWARD TOWARD ' THE CENTER OF THE MANHOLE AT THE RATE OF I" PER FOOT, ~- CONC. ~ ~.:~{e~: ~, ~ ~=~ SHELF ~ ,~ ~..]J~.~.: I"~'~.. '~ ~ ~ '*'~ ~' ~"" '"" ~ ~",'~,1~~,.0. ~I THE LOWEST MANHOLE STEP SHALL BE THAN 24" ABOVE..THE SHELF IN INSIDE ~TTOM OF ~HE MANHOLE. CITY OF SANTA ANA IMPROVEMENT STANDARDIsTo NON-REINFORCED I NO: CONC. ECCENTRIC CONE MANHOLE I 2 DIAM E'TER SEWER ,SAME AS MAIN APEX "~X-510A FRAME 8. CDVER OR APPROVED EQUAL ~ RC,C. COLLAR POUR RC.C. BLOCF: AROUND ~/C.P ELL AS SHOWN NOTE: ,.,$TANDARD , ,r~:;//SIONS ~_ [ D~TEOF - N~TU,~Eu~- LAMPHOLE 15 TO BE USED ONLY ON 6" OR e," DIAM. ,SEWER NOTES: WHERE EXTRA STRENG'FH VITRIFIED CLAY PiPE IS INSTALLED IN THE -'FRAV ELLED POR'f'ION OF A 5TR EET IT 5HALL BE ENCASED AS .SHOWN IN DETAIL "A* IF IT HA5 BETWEEN ONE FOOT AND TWO FEET OF COVER TO 5UBGRADE WHERE THE STREET IS BEING CON3TRUCTED OR BETWEEN ONE AND TWO FEET OF COVER TO FINISHED GRADE IN AN EXISTING STREET. WHERE. -FHE COVER IS LESS THAN ONE FOOT IN EITHER CASE , ENCASEMENT AS SHOWN IN DETAIL "B" SHALL BE USED. TRENCH WIDTH MINIMUM HOOPS PLACED AT 2,0' ON CENTER5 '~' ~ "- ~ 'i/L". · ~ .. ..----:~ '4 ' '/,~.' ~4 BARS .-. ', ': 12" OVERLAP DETAIL" B' "Y" DRANCH CONNECTION WHERE DEP'I-H IS EXCESSIVE INSERT STRAIGHT LENGTH BETWEEN 'Y" BRANCH 45° BEND. "~ 45" B£ND PROFILE SEWER MAIN O:, PLAN "Y" SADDLE CON NECTIOh FABRICATED SADDLE _,~'-L ~ ~ F~ROFI LE ,:: THICK MORTAR BAND--" PiPE AN DATE OF NOTES: L MECHANICAL 2, MINIMUM ~EVISION~ ALL LATERAL5 SH,~ LL Bt; EXTRA STRENGTH V,C.R WI'TH COMP RE LATER,,"-L SLOPE I.~ ,~. INCH PER FOO-IL ...... ABANDON HOUSE '.¢ ~. ;..~ ~"'// CUT & CASE NO. I RC.C, ENCASEMEN% CUT & 5TOPPER / / CASE NO. 4- 16~MIN. P.C.C. EN~ CASEM'Nq~ AXI MUM CASE NO. 2 STOPPER >iC.C. ENCA55- M~NT CUT & RECONNECT CASE NO. 3 ~ABAN DON HOUSE CON NECTION RC.C. ~.NCASEMENT CUT & RECONNECT 'k- AI3AN D ON HOUSE STOPPER I ~ CASE NO. 6 T &. RECONNECT · ~--18'M N, RC.C, ENCASEMENT NOTE: WHERE CASE NO. 2_ OR 3 METHODS ARE USED, TRENCH E~ACKFILL COMPACTION SHALL BE. COMPLETED TO LATERAL ELEVATION BEFORE LATERAL IS CONSTRUCTED. LATERAL SHALL BE EN- CASED IN ACCORDANCE WITH DETAIL *B" OF STANDARD #203 TO A DISTANCE OF 12." BEYOND V'LALL OF TRENCH AS SHOWN, SEWEP, LATERAL R _LOL. ml !ON DE'FAIL NO. NOTE: ALL TR E N CI-'}ING Rr-OUlRF..M E NT $ & CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE OF THE STATE D;VIS[ON OF I N DUSTR hC,.L SAFE-I-Y. PAVEMENT R£PLACEMENT DETAILS REPLACE ' "'~' PAVE M E NT ~ P.C.C. PAVEMENT OR A.C. OVER RC.C. PAVEMENT PAV~'?ENT.~.~ TO Dm REPLACED AS IT ORIGI- NALLY ,:X~.~ =D. A.C. MAY 3US3-FiTU TED FOR AG, ~ASE A-F THE RATE 0F 2"A.C. FOR 3"OF AG, GASE. A.C. PAVEMENT WITH OR WITHOUT BASE ORDINARY FiPE ~'-- (FOR ALL SIZES OF PIPE) DEPARTMENT OF PUBLIC WORKS CITY OF SANTA ANA Room 201~ City Hall Telephone 547-0511 STANDARD PLANS FOR STORM DRAINS - INDEX STANDARD Catch Basin - ~ype A Catch Basin - ~ype B Catch Basin - ~ype C Catch Basin - Ps~denaType Modification Catch Basin - A~xiliary Detail Junction Chs~nber - ~ A Junction Chc~ber- Junction Che~nber - ~-pe C Junction Chamber - Types B and C - Schedule of ReinforcingSteel EU~BER 301 3O2 3O3 3o5 3O6 3o? 308 309 q-l--I- -I- '1-1-4- -4- - PLAN W LONGITUDINAL 8' C C TOP & BOTTOM SLABS TOP & BOTTOM SLABS VARIABLE , ~3 BAR,~,,, BEND IH FIELD AS SHOWN APEX X-IIOB WITH BOLTS OR APPROVED EQUAL.- 2~." CLEAR OPENING BOLT_..IO .._ . ~ :'W.'~T J -.:.~ ------~-.~ :~ ~.~..~....:_~..- .,. I ~-: ._L_L_.._ ~¢4' RAmUS ':'1 '~-~4'/~ GALV. STEP ~"*l 'o 1~:'~:.:~- ~...~ I"?'l ' " ~ ~ ~ .::.i[vz2 I:':~/ · . , ... ~ ~..:1 _ ~' r',','*, ti ~.. ..<'.*~.~'.--..~.*r.I CROSS $£CTIO N NOTES: PLACE ONE ~w DIA. SUPPORTING BOLT FOR EVERY O' LENGTH OF' CATCH BASIN OPENING,~ SPACED EVENLY OVER THE ENTIRE OPENING. WHERE SIDEWALK EXI,STS ADJACENT TO CATCH. BASIN, 'TOP, SLAB ~HALL BE EXTENDED .TO JOIN SIDEWALK.. TRANSVERSE ~TEEL IN TOP SLAB .SHALL EXTEND 12 BEYOND WALL. STANDARD ';~aOS FOR DETAIL OF CATCH BASIN INLET AND DEPRESSION MAXIMUM PIPE~DiAMETER SHALL BE a . 4' 0' MAXIMUM V SHALL BE -- DATE OF' REVISIONS NATURE OF' C,/TY OF SANTA ANA IMPROVEMENT STANDARDIsTD · CATCH BASIN TYPE "A" BARS ~ 8'* C.C. TOP AND BOTTOM PLAI~ 6'1- 5LABS / /VA'~3 BARS TOP AND BOTTOM SLABS RIABLE ~ VIEW . ,~j~ .:~%~A,,,,. BOLT' -i'q-- TYPICAL GALV. APRON BARS ('~ I1'*' C.C Ld LONGITUDINAL SECTION SLOPE FLOOR TOWARDS OUTLET OUTLET PIPE NOTES= PLACE ONE 3~'" DIAM. ,SUPPORTING BOLT FOR EVERY 8," LENGTH OF OPENING ~, SPACED EVENLY OVER THE ENTIRE OPENING. CROSS SECTION CATCH BASIN WHERE SIDEWALK EXISTS ADJACENT TO CATCH 'ISASIN~,TOP BLAB .SHALL SE EXTENDED TO JOIN SIDEWALK. TRANSVERSE STEEL IN TOP SLAB SHALL EXTEND 12~ BEYOND WALK. SEE STANDARD #305 FO'R DETAIL OF' CATCH BASIN INLET. AND DEPRESSION. DAlE OF ,REVISIONS NATURE OF: ¢I,TY OF.SANTA ANA IMPROVEM£NT STANDARDJsr CATCH.BAsIN TYPE "B" j PLAN VIEW BARS AT 8" C.C. TOP AND BOTTOM SLABS NO. 3 BARS TOPAND BOTTOM SLABS NO 3 BARS BENDIN F1ELDA~,SHOWN APEX X-IIOB WITH BOLTS OR APPROVED EQUAL 22. CLEAR OPENING NOTE FOR TYPE 'C' CATCH BASIN i. IF'V' IS 4' OR LESS WALL REINFORCEMENT MAY BE OMITTED. 2. IF'V' IS MORE THAN 4.' BUT LESS THAN 8' USE SAME WALL REINFORCEMENT AS , FOR 7YPE'B' CATCH BASIN. NOTES: PLACE ONE 3/4" DIAM. BOLT FACE OF CURB a a I/z'x GALV. Z RADIUS CROSS SECTION 3/4'DIAM. SUPPORTING BOLT FOR EVERY 8'LENGTH OF* CATCH BASIN OPENING~ SPACED EVENLY OVER "rile ENTIRE OPENING. WHERE SIDEWAt. K,EXISTS ADJACENT TO CATCH BASIN, TOP SLAB SHALL BE EXTENDED TO ,,JOIN SIDEWALK. TRANSVER&E STEEL IN TOP 3LAB SHALL EXTEND 12"BEYOND WALL~ STANDARD e3O$ F'OR DETAIL OF' CATCH BASIN .INt. ET AND DEPRESSION. R£VISIONS N4TURE O~ CITY OF SAiNT.~ ANA IMPROVEMENT STANDARDISTO PCC DRIVE APPROACH SLAB 3~' X 32J'"X J'*' ?, GALV. ANGLE. ~3-#t X 10'~'GALV. BOLT AT B.C. NOTE: REINFORCEMENT AND OTHER DETAII..~ TO BE 5AI~ A~ TYPE '(. ' CATCH BASIN. DAlE OF REV/$/ONS NATUR~ OF' CITY OF SANTA ANA IMPR, OVEMENT STANDARD PASADENA TYPE MODIFICATION TO TYPE "C_.," CATCH BASIN ST~ NO BARS 1'-3" AT 4%0" CTS. 2 BARS PER INLET GALV. 3/4"GALV BOLT 8'-0~ CTS. MAX. DETAIL OF CATCH BASIN INLET DIRECTION OF FLOW i~ P. C ¢. APRON I I I r I MEET FINISHED STREET PAVEMENT GRADE PLAN VIEW OF INLET SHOWING LOCAL DEPRESSION N 4'-0' WHEH FLOW IS FROM BOTH DIRECTIONS ¢/TY OF,SANTA AN4 I~PROVCMENT STANOAROIsT~ NO AUXILIARY CATCH. BASIN DETAILS I= A // / I \ A PLAN VIEW ~LII~FACE NOTE: R~mlNI~ONCED MANNOt. ES CONFORMIN~ TO SECT/ON ~-I,O~N OF STATE STANDARD ~,FMA~ON, ~ VA~. PIing FROA4 ~iFINL £ T TREAD um i DATE OF REVISIONS NATURE OF SECTION A -A 21TY OF SANTA ANA IMPROVEM£NT STANfA, ROIsTD JUNCTION cHAMBER, TYPE -STANDARD CAST IRON NOTE: MANHOLE FRAME AND SEE STANDARD NO. 30g FOR COVER AS PER. S~D. 201, -'~,~- STREET SURFACE REINFORCING BAR SCHEDULE. VARIABLE ,~' i';I ~" ~MAX. 18" '~, ~ ,,~ " MIN. I~" " '-' "~ ' "."'~ ;4W .... ' ~" I l = "~ '-- ....... e' ' e . ~ J /,~,~ ~ ~ ~ ': [ '. ~.~ ~ %~;: ..... Z ':" ' ~ '.'J'L , .~: .... ~ ~ ~ ~., + ~ ~ ~.~-~..~' I~ 3~BARS*'W~ ~1 . ~ ,~~ '~ .. '~.'. , ....z:'?: ~....:,.. . ,~-~,.: ~'"'::'"'::':~~ - "'" ' ~ ":" '~'.'~'I :~:~.. :,......,., ~:. ',~:, i "a ~. . [ ...*.' '.'.~-' t,'.. ' ' "a ~"~"~: '/" : BAR~.T.~ ''" "~'~'.m '' "''~ F'l Y .... I~ *B* DIM ENSION ~EVEN~ LONGI~DINAL SECTION CROSS SECTION ' ~ ~ ~ I ~'/.'. ~ . BARS *X ' ~ ~ ~:---- PLAN ~0''~ 15' PLAN DArE OF REVISIONS N~TURE OF CITY OF ~ANTA ANA IMPROVEMENT STANDARD JUNCTION CHAMBER TYPE FOR 39"T0 72"PIPE WIRE HOOP, ~ STANDARD CAST !RON \ MANHOLE FRAME AND k4 B~4~ ~ \ COVER AS PER STD. NO. 20I. 'FINISHED StlRFA¢.m "4 BARL~ 4'0-C \ ! "T" BARS 8 $/~ ~ GALV. O" · '..\N I 3" ~kl/' DANS I SECTION B-B PLAN VIEW A/OrE: ADJUST MANHOLE TO FINISHED G~ADE USING G~ADE RINGS AND I OR MO~TA~. ~ STA~A~D N~ 30~ FOR REINFO~ING ~ DAlE OF REVISIONS N,~TURE OF' STD. NO. · ~ CI,TY OF SANTA ANA IMPROVEMENT STANDARD .JUNCTION CHAMBER TYPE "C" FOR 39'TO 72"PIPE ~ ~:~ I Spacing -~ A B H No. I mi No.! Size Leilgthl No. Size & Length Size I~ngtk No. Siz, Lengt~ 39" 11" 5'-3" 6'-0" 6 4 4'-11" 1 4 5'-0" 4 4 5'-0" 7 4 5'-0" 42" 11" 5' -6" 6'-3" 6 4 5' -2" 1 4 5'-0" 4 4 5'-0" 7 4 5' -0" " 11" 6'-6" 5'-0" ~ 5'-9" 6 4 5'-5" 2 4 4"CTS 5'-0" 4 4 5'-0" 9 4 k8" 13" 6'-0" 6'-11" 6 4 5'-8" 3 4 4"CrS 5'-O" 5 4 5'-0" 9 4 5'-0" 51" 13" 6'-3" 7'-2". 6 4 5'-11" 4 4 4"C?S 5'-0" 5 4 5'-0" 9 4 5'-0" 54" 13" 6'-6" 7'-5" 6 5 6'-2" 4 4 4"CTS 5'-0" 5' 4 5'-0" 9 4 5'-0" 57" 14" 6'-9" 7'-9" 6 5 6'-5" 4 4 5"CTS 5'-0" 5 4 5'-0" 9 4 5'-0" 60" 14" 7'-0" 8'-0" 6 5 6'-8" 5 4 5"CTS 5'-0" 5 4 5'-0" [1 4 ;'-0" 63" 14" 7'-3" 8'-3" 6 6 6'-11" 6 4 ' 5"CTS 5'-0" 6 4 5'-0" [1 4 i'-O" 66" 15" 7' -6" 8' -7" 6 6 7' -2" 6 4 5"CTS 5'-O" 6 4 5'-0" ~1 4 ;'-0" 69" 15" 7'-9" 8'-10" 6 6 7'-5" 7 4 5"CTS 5'-0" 6 4 5'-0" L1 4 ;'-0" 72,. 15" 8'-0" 9'-1" 6 6 7'-8" 7 .4 5"CTS 5'-0" 6 4 5'.-0" [1 4 i'-0" ~ Bars "V" Bars ."W" Bars "X" Bars "~", ~ ~ Spacing ~ A B H No. Size & Length No. Siz~ length 'No. Size Lengt~ No.i~Siz, L~,ngt~ ~9,, 11. 5,_3,, 6,.o,, 6 4 12"CTS 5,_6,, 5~ 4 4,.f1" 2 4 3,-8" 2 4 3,~4" ¥2" 11" 5'-6" 6'-3". 6 4 12"CTS 5'-9" 5 4 5'-2" 2 4 4'-O" 2 4 3'-4" 45" 11" 5'-9" 6'-6" 6 4 12"CTS 6'-0" 5 4 5'-5" 2 4 4'-4" 2 4 3'-4" 48" 13" 6'-0" 6'-11" 6 4 12"C~FS 6;.-5'' 16 4 5'-8" 2 4 !4'-8" 2 4 3'-4" 51" 13" 6'-3" 7'-2" 6 4 112"CTS 6'-8" 16 4 5'-11'~ 2 4 i5'-0" 2 4 3'-4" 54" 13" 6'-6" 7'-5" 6 4 12"CTS 6'-11" 5 5 6'-2" 2 4 5'-4".._ 2 4. B'-4" 57" 1~" 6'-9" 7'-9" 6. 4 12"CTS 7'-3" 5 5 6'-5" 2 4 5'-8" 2 4 3'-4" 60" 14" 7'-0" 8'-0" 6 4 12"CTS 7'-6" 5 5 6'-8" 2 4 6'-0" 2 4 3'-4" 63" 14" 7'-3" 8'-3" 6 4 12"CTS 7'-9" 6 6 6'-11' ~ 4 6'-4" 2 4 ~'-4" 66" 15" 7'-6" 8'-7" 6 4 12"CTS 8'-1" 6 6 7'-? 2 4 6'-8" 2 4 ~-4" 69" %5' 7'.9" 8,.10" 6 4 ;12"CTS 8,_4" 6 6 7'-5" 2 4 17'-0" 2 4 ~'.4'~ 72",~'~'" 8'-0" 9'-1" 6 4 12"CTS 8'-7" ~6 6 7'-8" 2 4' ,7'-0" 2 4 3'-4" DATE OFREVI$/¢'NS NArUR~m OF CITY OF SANTA ANA IMPROVEMENT STANDARD sro. SCHEDULE OF REINFORCING STEEL TYPES B&C JUNCTION CHAMBERS O