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Home My WebLink AboutPublic Works - Standard Specifications for Public Works Cons r6 <<wd4 nn1�c Pubi�rA Adwrfnri+nrn�•o1'itip t�•+di kidirtpIblfc tnottts tir?t rw of:1Ao �vparror Cowl of Ors++prr C My. I 1LCNumbW A.6216:Mod 29 $•A1*mba.. 1961, and �W D1, Al2/631.MOW i t Jwwr, 1963 cot Ctrp STATE C'F CALIFORNIA 'County'of orange t .E, . '' Zs p N rqn YtiMA r rr n I NMI t. - rMI1 t0 Ay Gf1.t..CAM ;�> i t�lY OR ". 4��'T�• 1, k?Yi° }vf r r 4t.0 p: r3►i t f:; f %,Y� j4, .; ( �' t am--a ClIfien of the United States and. ratderit of , �► w" . Ahe n y.a o $said. I am over.,the age of eightden yev S snb"not a party Interest in the b+siow ed.matter. I am_ t,,y.'. .4:Jt. •�'r .:"P.`f. i�.l1w'MIR - •. 6+ntitl " a principal'clwk of the Orange Coast 'DAILY.PILOT, with which is combined•the HEW3 PpESS, anewspaper-ot,'general circulation. ii, ►yrrwa:' prtnted told puWisned do the'City ot-Costla 4e1ta, WUS 0MMs�s;i Cc.inty:o' Oran 'gtatq of C1titomia, and that a P Yic..Hear nq :Na of .»�� . • .rv�rt 'ot which copy attached hereto is a true and oornpkte copy,wlis4.print ed and pubtillt►cd In the C�Ma Mesa, Newport Beach;Hunttngton BisCh;Founk4n Valley, ; lrvtne, the:South:Coast communities and l.apuna Beach Issues Ct said ne1Kf{XIile1'tOr...�.�_.,_ r t "c i ter as MaNxI .,issuaw of f 1 _ Decenkier 20 .. 19$ 85 wZ" .sr ftiLi�J1 198 �9111.1111r,i w . f F 19p .7 r y yy awRr�•.w + 19t3� `i declare, under penalty of perjury, that the , , � ,f P Y P 1 rY. 1F,N1 foregoing is true and correct. W11 Uecutad On December 24 198 85 at Costa MesA California, J Signature WWW Iwo • F <. • ., J � _ �. - .y.fir,p.'., _ -,, NOTICE Of 7'PSIBLIC HEARING W S�.,L'S's+- f 1965'SDi3I0N'OF`STANDARD SPECUICATIONS,FOR PUBLIC WORKS 'CONSTRUCTION •. * ; NOTICE;I5 HEREBY GIVEN that the-Huiti:igtor-Beach Citr Council"will hold a,'publIc hearing is the Council'Chamber at the kuiitington Beach , Civic Ceuter,j':'2000'Main"Street, Huntington Besch,,`California,;.oa'the date aad at "the ,tilde irdiciited below to 'rece.*we and consider the statements of all; pereoas vho �+leh to be heard relative to the application:described below. .. DATE. Monday, Jnuuary 6, 1986 TINE: . 7i30 P.M. APPLIGATI09 NUMBER: 198� Edition'of Standard Specifications for ` Public Works Cozistruction * a A AN,ORDINANCE OF ,THE'CIFTYOF y PR.O�s . Ada t`Ordinance<No � 13 .." - . HiINTIHGTON::BEACH':A?IENnING'THE. HUNT1WMON;;BEACH HUNICIPAL CODE'.BY '.MENDING;SECTICH'12.10.010:T�7:ADOPT dY:REFERENCE THE--I9R4.`,EDITION`%OF STANDARD,SPECIFICATIOUS POR' PUBLIC ' kOE CONSTxUCTION." . ON;FILE: A.copy of said proposed Ordinance 2813 is on file In the.; y Office 'of the City Clerk. ' ALL.INTERESTED`PERSONS are invited `to attend said hearing aid exgre3,:' opiaona;,'or submit evidence for;or against the application as outlined H above. :All:applications, -extiibite, and degciiptions,of ttd s propoRal are on'file with the Office of the-City Clerd, 2000 Main Street, Huntington } Beach,.California, for inspection by the public. HUNTINGTON BEACH CITY'COUNCIL By: Alicia M. Wentworth s, City Clerk Phone (714Y536-5405 two V `.a. y,�yy,{Myw.,.....rw w..,r.�........+. ,..w..�.......,........r.,..._...,r ♦, ,.a... ». ... :A. .n..,.,w..,., . .............-�+y'h il:jt..hw lr;l� lei 1y0 - .. + �4 'r� J. "!✓' ,.y•� �i.1" 1. 3r.T&1 i.+si > REGZU�ES OOR '*CITY-, COUPIOI�ACTION Deer 2, {1985 ante f" fi f. Submitted to: I�onprable Mayor and City Council CO L Suhmitted by: -Charles'ji. 'IixWscn, City A&rLfjiistra r Pt pared by: Paul E. Cook,'>,3 rector of Public Worts S `'Carlsttiictiarl ubje ct: 1985 Specificatians 66sistent with Ccsincil Policy? Ni Yes [ ) New Policy or Exception i Statement cf Issue;Recommendation:Analysis, Funding Sourcc,Altemative Actions,Attachments:. Stat aiint: of Issues f; 4�7t1[1G31 aCti0t1 is'requi ed inorder to amend the M'midpal 1�.`Qntilellf�3ti.on: the att:ached ord3tlance arrr�ld3x sec�iarl -12, 0'0.0..to.adcpt,by`refiererlee ' t the.1985 editicwof Standard Specificat ia•.8 for Public hbrk8 'Cbnstruction. 'Fih 1. Ev,�xy,,tx+�o`or tliree'y�earn an up&tred:editianrof:Sf aaidaid�peci icat ic�ais foi:Puxil3c T ' WorkB Construction (the „ . green:book") is.published. .,71lii xiquires. [1 revisian'cf =` Sect iarl IZ.l0.O10 'of the Municipal 'close whexeih the,City a&pIts'the green knew 1985 edition of the book has been issued which supersedes the 1982:edition how refierenoed in the code. %he code- should be amended to reflect this change. F �.,O11n:�Qe`of Ftnlds:. None. No funds nemssary. r Alt xnaai a Action!: Do not mend the code and retain the 1982 standards. Attachments: Ordinance amwxU n' Section 12.10.010 of the C1ode. 3 Nhulicipal CW:PDC:JS:dw T, 1 '3 /- PI O 4184 •f � �s ORDINANCE NO. 2913 y AN"ORDINANCE,.OF;;THE=.CITX�OF HUNTINGTON'. BEACH `•AMENDINGfTHE"HUNTINGTOW BEACH MUNICIPAL CODE , B'I AMENDING:. SECTION. 12. 10' 010 ,TO,`�ADOPT. BY REFERENCE S:THE,.1985"EDITION .,OF.-STANDARD;:- SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION The City Council `of the City of Huntington Beach does ordain as follows: SECTION +1. .The Huntington Beach Municipal Code•:is.hereby `. ,... .. F'^ i.��T•'' `' µ 10O't s1 0 tamended by;,amending section 12. i. read a`._s. fo l;.lows: 12...10.010 o �on Vstandards shereby, adopted s b}, the c ty. counc certa n stan ar `ispecificati&ist known as:f.'. the,,Standard- Specifications .fox `Public;,Works Co nstructions.:1985 edition;. and .the_;w} oie; ttiereo E, : including; all: i;u ipiements, and-' amendments, of:wh ch-'standara,'specifications riot,:less than one (ly-copy,has.:,been,and,.. a .now' on file in the office ,of the; city.. . cl"ezk .of the;'city of,,Huritington: Deich.,-_,Such standard,'3pscffi- catkins' are,�,hereby4 adopted ran 2'incorporatea pursuant to , Government Code"_sections 50022.2 :et seq. for the':purpose of ;. proy ng _ ust, - equitable,°:,bbjeetiwe and practicable- standard Spec ifications 'wbereby. administrative procedure's construction materials,,,.'construction methods aryd requirements, shall be es- 'tabl'ished`.for All public works construction, and from the,•date on which this section. takes effect, the provisions thereof . , • ahall.be :controlling within the corporate limits . of the city of Huntington Beach. SECTION 2. This ordinance shall take effect thirty days atter its passage. PASSED AND ADOPTED by the City Council of the City of Huntington Beach at a regular meeting thereof held on the 6th day of January , 1986. I. ATTEST:007) / G • ' J. Mayor Pro 1 City er ck 1. • , �-Lµ:.7.�:t"�2�Yy�''�r4 J!*fN'�... t. .. " .'i.�tl"..';•t i......, r; , .. a r� .- .r-.._� ,, .-' 4 .'t'r �6r��_,�iF"fu '�'lAf,ii4tiitr+......�.�. ...,a.s,i-�,...t�r:r'r��r;•,,t";,ayu•. 1el:h!•.0 .y .' � w -• x LY"k REVIEWED, AND APPROVEDx APPROVED AS TO FORMS ; s .I .ram. r' �Z_`ftry�a „rl` t _h..i. •� , f..� � .. _ , '. i y Aamsnzs ra or i me INITIATED AND' APPROVED -Director o Is-uSllc,Wor 1067L/3931 ; s;i .j ti •1 I Z. , s ......r......... .•. ._ .,. n:i,.fyi.... � .. ..:rrArs.h•.+..r+wYN'+'r'.a 1`i Y"''• _Y,.u. ..!t'=`"{'. •.tv� ,..-...._.......�.r.....wrw�..r.:..,..tAri..w I:/�'ri.4� 2813 STATE`OF CALiObMIA ) ' i COUNTY OF`OAANGE _ ,.. ) so: rt; i CITY'OF HUNTINGTON'BEACH ) in I ALICIA M. h1ENTW0RTH, the duly elected, quilified`City _ i, Clerk of the City of Huntington Beach and ex-of#icio Clerk of the City Council of `the said City, do hereby certify that 'the Aoiile number x= of members of tlie`city.Coun`cil of the City of Huntington Beach is seven; <� that;'the foregoiiig ordinance was read to' said City Council at a regular. , meeting thereof held on the 16th day of December 19 85, and was again'`read to said City Council at a regular meeting t�iereof held on"the 6th day of January , 19 B6 , and was passed and adopted by the sffirmative vote of more than a Majority of "a 'the members of said 'City Council. s AYES: councilmen: . • P' Kelly. MacAllister, Finley, Bailey NOES: Councilmen: ; ' None ASSENT: Councilmen: Handic, Green. Thomas City Clerk and ex-officio Clerk of the City Council of the City of Huntington Beach, California c �I A y`, S�� ' err Curt `rY u• STATE OF CAL76NIA , - In ar.d for the i;ounty of Orange ..r•` � , CITY OF HUNTINGTON BEACIII-CITY CLERK PROOF OF,j;UBLICATION . PUBLIC HEARING 1992•Edition State of Calif is. }ti ruCl/altI n M County of Orange � Rita `J.`Richter . . a• CW 1That I am and at all timrs herein mentioned was acittien of the United States,over the age of twenty-one years,and that I am not a party for nor Interested In the above entitled matter. 'ARb Ltrtoe to rod!' that I eai the principal clerk of the printer of the W0 tit,11D1- HUNTINGTON BEACH IND.`REVIEW .m6r V. a newspaper of general dreulation,published in the City of r6s Cur tilt at t6.t�if lt�utWws ♦-h' 6.�,2Mt ' •at'tt1/t11M<.� ' kMTINGTON BEACH County of Orange and which newspaper is published for the tt+a.a�'vrt"•-r�.i'�%:,� .- ''•dlseminition of local news and intelligence of a general charae- Ndtos 6arHr N, ter. and which newspaper at all times herein mentioned had Was'Iartrn6�sr11srMc and still has a bona fide submiptton list of paying subscribers, and which newspaper has been established,printed and pub- a�u" �0t w q lAttl at regular intervals in the said County of Orange for a =Iwo 2• period exceeding one year; that the notice, or which the Ltt A s fY annexed is a printed copy.has been published in the regular 2" is on t4�(rr Omn M t6er� and ensile Issue of said nwxspapet,and not in any supplement .trldr n6�r�o��r M�-�r thereof,on the following dater,to wit: ts"V" 3 I to, :fir i'Yl)1' e .:i ct February 23� 1964 I certify(or declare)under penalty of perjury that the forego- Ing is true and correct. Dated ot............Garden.Grove.................. Cniifn ia,this r..dsyof Februarjy".,,,84 ita J. Richter ' .............................. 1 Form No,POP 02082 f . .� ;wad +.{ �3�i�= t �• �lLj/�i0i�.. ! NOTICE"OF PUBLIC`HEARING -y • '(STANDARD SPECIFICATIONS FCR PUBLIC.WORKS 'CONSTRUCTION — 1982 EDITION) 'NOTICE IS HEREBY GIVEN that the City`Cou'ncil of the City of Huntington Bench, , Caluornis, proposes to adopt Ordinance No. 2684 entitled "AH•ORbINANCE OP~THE CITYt01t:: HUNTINGTON BEACH AMENDING THE HUNTINGTON BEACH MUNICIPAL CODE BY ADDING -THEP.ETO NEW ' ' CHATTER 12.10*ENTITLED, "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTk.iTCTIGH, 198E , +' EDITION." Notice in lurther given that a public hearing will be held upon said proposed.Ordinance;_' :No..2684 on 'the Sth day of March, 1984, in -the Council Chamber, in the�"CiEy; Hsll'of the ,. ' City�of Huntington Bench, 2000 Main Street, at the hour of 7:30YP.M99' or as soon { thereafter as"possible, at which time any and all persons interested may appear and Le. . ,': heard 'rteraon. .'7 y Notice is further given that at lea3t three copies of the "Standard Spa cifications'For Public,Works Construction, 198E Edition" are on file with tha City 'Clerk -of the City 6,f - luntington Beacti, and are open to `public inspection and to which reference in wade for further particulars. s A copy of proposed Ordinance No. 2684 is on file in the Office of the City Clerk of the City of Huntington Beach, to which reference is made for further particulars. j. . r Dated this 22nd day of February, 1984. CITY OF 11UNTINGTON BEACH OFFICE OF THE CITY CLERK Alicia M. Wentworth, City Clerk it .S • sae r' r1 1Z REQUEST FOR CITY CnUNCIL. ACTION Date February 9', •198a Submitted-to: Honorable 'Mayor and City Council r�Sbmitti b W ampson, City Adinistr`ab &Ni Propared by: Paul E. Cook Director of. Public Work Subj3ctt Amendment to Huntington Municipi'l Code/Addition `of New Chapter. 12 1Q { 8titemerlt•of,issue;aecottamondation;Analysis, funding Source,Alternative Actlon:;Attachments: STATEMENT,OFe ISSUE:.-,, Municipal. Code provisions regarding the Public,°.Works Pepaitmeht'do 'not reflectl�the.`department,'s organizational structure not the��duties,, responsibilities or: standards required for the safety, welfare'an'd protection 'of" the public. °z RECOMMENDAT J; ''A opt -,t a attached ordinance amending ,the `Hu�t:,ington Beach` Mun3cipal `Code .by. adding neW.Chapter 12:10_;,entitled, "Standard Specifications''' for Public Works Construction, " 1982 edition. 'ANALYSIS"- M . . The:Department of _Public Works .has +nearly, completed.'a lengthy overall study 'of 'its ;applicable 'codes which,Piave been outdated`by various changes„to the 'City, "impxoved `construction. standards, -new safety hazards"-... ,1tfiin..t' public areas, .and by variations or extensionB of legal , requirements or definitions. .N6w...Co`de- Chapter, 12 `l0 Publ'ic'sWorks Costruction: Ado Lion b ref "= P y:. erence o t e,. Stan ar Spec cat ons o Public ks .Construction, aka: °Green Book, " Is requested for the ,purpose of 'providing.city..wide equitable, objective, practical , and standard specifications.;for all , public works construction projects. By use of the Green Book,. adminia trative procedures, construction materials, methods and requirements .- would 'be consistently applied and enforced within the City. Pursuant to the Government Code Section 50022.31 a public hearing shall be held after the first reading of this proposed ordinance. FUNDING SOURCE: N/A ALTERNATIVE .ACTION: Deny t e amendment. ATTACHMENT: r Nance CWT:PEC:jy PIO 4101 "�,°j`�1x t:w,:,.�,a r..., ..,,,>..:a........-....., .. . .. _ ._ ... .., ,. . ...,.lrw.....ra+...w.•..wr.. - REQUEST FOR CCJIJNCf�. ACTtN Submitted by _'H: E. Hart Department Public Works Date Prepar May, , 1978 Backup Material Attached Yes Na 4 Subject nn of "Standard Plans" of the tent. of Public Works City Administrator's Comments 000, 40 Approve as recom' menled. lip Statement of Issue, flecommendation,Analysis, Funding Source,Alternative Actions: : �',,�•: Ww Statement' of Issue: In:order for development.'witYia n the pubh c;Yrighti of way:;ao take place, uniform and orderly„fashion,.` it„is necessary�t~hit Standard Flans be designed ; .. and ttiatthe City Council give formal. recognition to these Standard Plans through'the adoption of an appropriate resolution. Reaonunended' Action: is recommended that ,the-City Council adopt Resolutiou 'No. 7 �' � approv "in`g hi 'hdard Plans of the Department of Public Works. Analysis: . The Standard. Plans 'designed by the Public Works Department are compr�.sed: essentially, of e `1/2" x 11" drawings with accompanying notes illustrating airs acceptable construction of improvements within the public right 'of'way. ' The., Standard Plans 'cover work involving the streets themselves,. sanitary' sewers, ' a orm drains, water service facilities and irrigr:tion layo'uts. :. 'They .are ,used'on City contracts as well as ort .piirivate developments. in the Standard Plansfbookc s indtiesCityaCler . sfof ice oruyourereview:opy 'of.ths Alternatives: If- the.-Standard Plans are no;: formally adopted by the City Council via resolution, the Public Works Department will continue utilizing them on an informal• basis. As a result, their credibility will be lessened. Funding Source: There are no expenditures of funds involved in the recommended action. HEH:MZ:iy NO uto v • �. ti a } LANDulk law IkAid ift OF PEALIC WORKS ORIGINAL COPY Sti, r for Mas4er File r MUST- BE-RET RETURNED r � - i c•ppay„ �•.' � jy� f •�'••. '� [4 , .J f �. ~ + .rat,•, h•!_}� [ 4'r1 •• .'•••.• �•� x, `a CITY "IF IIENTINGTON REACH Uou mAIN C i'$�S f'• P ,' - ., _ - %fit III' 1 ill Olt 6TAND 'AR"D PL*AN8 IDEX ..Seas .. - a•s', s j.. - Series 100 Hictiway Seed's end. Street Sf:andards _ JO' Sht. I `.of 2 `General 'Notes 100 Sht. 2 of '2 General Notes ; •�`�� : . "� ,. •,.• : .fir: . .: >_.:, 101 `Major Arterial Highway Typick Section , 1.02 Service Roads, Typical Sect=one; r 103. Primary, Highway Typical =Seection 10A. Secondary Highway Typica7.' Section 105 Commerraial Industrial St../Tyj;5ical 'Se' tion 105A Commercial-industrial Typical Street. Sect on A 106 Residential suUdivision St.-'Typical Section 107 Standard Cu1-de=Sac '108 'Standard Knuckles T 108A Standard Knuckles C-ase III A 109 Service Road Cul-de-sac k p. 110 ., Typical Island OpF:ning's Z11 C.A.T.V. Pull. Box Detail 112 C.A.T.V. Trench Details 113 C.A.T.V. Conduit Ibcations :- 114 C.A.T.V. Conduit Locations Alley Series 200 Miscellaneous Concrete Details 261 Standard Curb Sections 202 Combination Curb & Gutter Section-Type B-1, C 203 Combination Curb & Gutter Section-Type A-1, A2--8 ` 204 Type B-2 Curb & Gutter Sections } 205 Concrete Cross Gutter 206 16' Concrete Cross Gutter',•,, 207 Sidewalk Return 208 State Highway Curb Return Detail 209 Standard Alley Section 210 Residential Drop Curb Driveway 211 Commercial & Industrial Driveway 212A Commercial & Industrial Driveway Page 2 2128 Commercial & Industrial Driveway let 213 Sidewalk Return & Access Ramp- "±F 213A Whecichair Rump J 213D Wheelchair Ramp` 0 Curb lie urn ' 21.4 Typical tfaa.lbox Requirements '215 Typical Mailbox-Alternate 216 Residential Lot Drain to Public R/W 217 Private Street-Typical Section • . 218 Private Street-Typical Section. 2lh Standard polled Curb Detail Series 3A0 Catch Basin'-Details `'& 5eiaer {AlarihaJ es x 300 %Sanitary Sewer Desihn' Criteria' 41 301 Curb Inlet Catch Basin 302 Catch lIa$in"''!'ype "All x� '303 Catrcli Basin-Type r 304 Catch Basin-Grate 305 Catch •Basin-Apron Transitions ; ' 306 Catch'Basin-Frame & Cover ' 307 Junction Structure Type "A" 308 Junction Structure Type "t3" =a 309 48" Eccentric Cone Type "A" concrete Manhole F - - (Vertically Cast) ' ,r '310 48" Eccentric Cone Type "B" Concrete Manhole i (Centrifugally Cast) 311 Eccentric One Piece Concrete Manhole 312A 36" Concrete Manhole 312B 60" Eccentric Concrete Manhole 313 Typical Drop Manhole 314 Standard Clean-out Section 315 Sewer Chimney Pipe 317 Standard Manhole Cover 6 Frame 318 standard Trap Casting :y 319 Standard Trap Manhole Base 320 Typical Sewer Lateral 321 Cut; in Wye or Tee Connection 322 Saddle Connection 323 Vitrified Clay Pipri Bedding Detail Y9► 4 "-INDEX Page 3 .4 324 Reinforced Concrete Pipe Redd h Detail l� 325 Interim�Channels Inlets & Crossings ,�'► 326 Catch Basin Reinforcement y` Concrete collar 328 JunFction Structure Type C , Series '400 Retaining 1a11s & masonry Walls ,} 403 6" Masonry. Block Wall #1 404 Non-Retaining 6" Masonry Block Wall #7. `405 42" High Masonry Wall £or "Service Road ,Median 406 Reta in'iitg 'Wa11=6" me Periter Wall. 'Case I-I�as`e is Below-Ret. Earth 907 RetainingWA1 -6" Perimeter Wall Case II Exposed Base >;< 408 „Common Tables & Notes for Fences on 'Retaining , Walls 409 . Perimeter Wall-Metal -Picket Pence. Series 500 Ba,.racades, Skins Survey Monuments' �+ 501 Barricade • 502 Deep Beam Highway Guard Rail 503 Standard 'Wood Retaining Wall & Barricade j 5. 5014 Street: Sign 505 Guide Markers : p. 512 Monument 5.13 Mast Arm.Sign' & Light 'Assembly { 550 Underground Service. Pedestal ` 551 Parking Restriction Markings 'on Private" Pro pertiy Cx „ .Series- 600 Water Service. , 601 • 3/4' ..Water Service '* 602 111 Water Service 603 1--1/2" & 2" Water Service :► • 604 3" & . 4" Water SeLvi:ce 605 Fire Iiydrant Instaila n tio i., _ .. .. 606 Blow-off, 607 Thrush Slocks ; 608 Fire Service .,:608A Fine Service Bypass ' 6088 Fire Sexvice Bypass 'Description of Material 609 61 ,.. 8111 10" & 10" x 12" Fire & Domestic Water Service .pf1+1•tAK3klt'�bC.ti4'!Cµ+r•:•+•:�i7414Yeyycy,K„µ.rr.u.:r..•.,;J .i..... e..n.uwx.Nr fJYtK..twt ►it :.�.n;,,,;,µ.+ '::#�:'�:%C.'.:v+,w .c,ra+r.cwf...rrrr 'ii:.oiJv+:+�Li:.biJ�.1 to 1 � .. t 1 f•. .. r�r.Y rA•wMJA-d•.M241•.�•+Y f •,f' ,rL.• I° 1• ..1 'Niiw.....rar..w.n•r+M1.vrtW.a•,kra `«'a t". ..{a.Wf:).s .....w..._ ....._ .►..�..r .....«.. < ..«t, ..r{.i++.^ «.,.. r_ .../.a• ... . .r. r., 1..v.w.. .,v.+ai./+MiA 4rti.r�wMVMM..► .r rr. INDEX Page A I ', 609A 'Description, of tlateriais for 60, off, ion x 12" Fire & Domestic Service . 610 Backflow Prevention i r. 611 Valve Box Installation 613 Siphon u s � 614 Bridge & Culvert Crossing 615 2" Siphon. Flush out 617 .6 & 10" Domestic Service ' 618 Water Meter Vault Y' 620 Slit 1'.of 4 11.D. :•lunicipal Water Delt, water: System-- Design Criteria ` 620 Slit 2 of 4 Ii:B., Municipal Water Dept. tvatei System- ' O Design Criteria 1; ' 620 slit 3 of 4 ti:t3:.`tlunicipal tVaGer Dept. Water System- De ' sign Criteria i II.t3. tln620 Slit* of4 uici al Water Dept. Water "SYr stein- Design Criteria 621. Water Plan Requirements 622 21' fire Service 'Series 700 Parkway Trees 701 Backflow Prevention Y; 701A wick Coupler & lingle Valve Detail 702 II^�lians & Roadside Planting Detail 703 Staking of Landscape Trees 704 Parkway 'tree 19e11. Detail 704A Specs' far uccoratve Rock Surfacing for Tree wells : 705 Landscapr :;tandarcis (Intersection) ` 705A Landscape Sta,Ititards In Tract . ,. a li: �;• Entrance 706 . .Landscape Standards Cdntinuous• 707 Landscape Standard Backyar' d Cat-out 708 Landscape Standard Man 706-707 lrrigat"ion Profile 709 Landscape Standard Cul-=de-Sac Ctit-cut 710 Landscape Standard Plan 709--Irrigation Profile �4ir7.t'.7N-JU]k:sSt.itA.is3ii�:l:dvF11i,!":::i{/xrM.'.' l.ww"i.•::=ahti::... „,....1. ,. .+. e+,',�..t:.:a:: .:...:a..aw...t+.:..rs:.�,'c: :et: �, Y� , �re•t.".� .r �...::r;+u��;►-�:. i:►"i"I.ifie�i'.�'h�i+a`.re'�+1'.±.i+'.k"Xs"++t,Au+t'�" 1 :INDL•"X :ra .711 Landscape Standards t1e a� n`s M �r 711A Landscape SLapdazds tledians t�lal.king Pa�lis t 712 Stand•' rdr P�'a a n 712-Arrigation, Profile S . 713 Landscape Std. Commercial `Corner 1 .f , { ?13n ' ;'Landscape Std Conuitercial Corner Service i1 SLaLion .F 7i3I3 Landsc�-ihe: SLd. Commercial Corner service Station ; 719 Landscage Std. Commercial .Frohtage 716 Decorative ItocY. Surfacing s- '� 716A Specs foz Decorative Rock Surfacing Over,, ., Non-Paved Surfacing w ' 716B S1x:cs foi Decor" Rock. Sur Lacing Over ,f L•'xi6t16, Paved 5urfncc; •Yr ,� 722 Arterial Itigtiway Cut-ouL Landscape:. '�ss 730 Latidscap'e St d: Ilediatis Sarined `Concircte Treatment of.Iiedian Noses "Oil 14, • L,+ 'M J►Lr,LACE"�i�w4�rr' :nEi+c++FwG+.3Rnww«..� Rtikrii+v,tiR:a + -`'--"'••^•r•••••ra►-�+xWturT- � .. �. �'r ❑ ' 'k' S r 'tllfia;(hY.fllvwti!r.ra.,n.w+„ .w .. w •r.•.t c . ......_.. ._•.. _.. _. _�_ ..... ._._. .. ...- _ _ ._... .,.. _.r....r.►. A ,. .. _ ,.• :f i�',.'15:'� GENERAL'NQTES 10 ALL WORK SHALL 'CONFORM' TO THE";COUNTY OF ORANGE STREETS AND HIGHWAY h SPEC LF I CAT I ONS WHERE,;APPL I,CABLE' 2. A L WORK,,SHALL. CONFORMt.TO :THE> CITY OF HUNTINGTON,.BEACH' STANDARD FLANS. 3. TNL ,,WIITf IiE;:iYSTCM SHALL CONFORM TO THE- CITY or f1UNTINGTON BEACH .`'it'CC 1 f'i CAT I ONS`. c::# s, ` I a 4. TiC CONT,ItACTDR5. SHALL`. NOT I FY,; TNE'`C,1 TY; ENG I NEE , ZT 'L 1=PST;;24 . HOURS,: BE ORE`XARTINGjANY, CONSTRUCTION,'.ANU, OBTAIN ,ALL;14ECESSARY,PERfA(,T`�. 5. ANY EX 13,TI NG=CITY ,OR COUNTY:.T.RAVECWAYS .. I N WH(CH' CXCAVAT LON :I S;; MADE . 1 N CON UNCTtI*ON ,WITH 'TH i S� PROJECT WILL' BE, RESURFACED W I THIN TWO -WE EKS AFTER,'.EXCA�'AT I ONtJI S :MADE 6. :ANY °EXISTI.NG StaREET;TORN;- P UNDER,PTJ•I[S ,CONTRACTS SHALL BE PROPERLY POSTEO AN„D L I GHTED. .I N ORDER:.TO t,EL:I M I�JATE 'AIdY HAZARD. "+ 7. IN A000RDANCE WITH ,THE;'EXCAVATION:,dkd NANCE,,:;ANY. EXISTING. PAVEMENT.. 4 DISTURi3i qT By�, INSTALLATION OF. UNDERGROUND 'UTI LITIES SHALL BE COVERED BYE 9 , {�`;t" f3. THE CONTRACTOR,','SHAL'L ASCERTAIN ,7HE .TRUE . LOCATION OF; ANY;UNDERGROUAp UT Il 1 TIES AND,'SHAL`L BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC.OR E , PR.I}VATEUTI LrITY.Ig f' +I 9. GAS ,WATER= ND�SEWER LATERALS TO•BE INSTALLED 'TO EACH LOT "PRIOR TO I PAV 1 NGr,OF;jTHEI STREETS. ;, ' hn:� . <�. ,, ,>•i _. �=: 4 ';, a. >y, 10. THE SEWER�t ONTRACTOR SHALL FURh I,Sh THE .DEVEL:OPERg4AND ',THE C I4T.Y�:ENGINEER I W IT i .,THE ,LOCAT�I ON OF-QWYE5 AND HOLISIy CONNECT I ONSa;AS¢rCONSTR�ICTED.,, 1 I . ALL":SEWER FRAME,:'COVERS'S-HALL BE LEFnT 6" BELOW FINISHED -GRADE,"' THE, {: °SE,WER iCONI RACTOF14 SHALL' RAISE. THE MANHOLE AND COVERS TO FINISHED 'GRADE f UPON COfdPLET,ION 'OF SURFAC 11 NG' 12. ALL SEWER HOUSE CONNECTIONS TO TERMINATE:`ONE FOOT BACK,''OF PROPERTY . 13. B•ACKF 1 LrL�OF,-ALL' TRENCHES SHALL' BED COMPACTED,;,TO ;A M!N I MUM'RELtAT I VE ., ._ ,y _ COMPACT I ON OF 90�: _tiCOfdPACT I ONwTO;'BE VER I F I ED` ,BY A "S0 I LSREPORT I w•& y,a a r•' r; I 1 PREPARED BY.z A REGiST,EREO,#�ENGINEERM AT, THE`CONTRACTORS' EXPENSE, 1 AFTER,;THE#ACC SURF„�AC I NG NAS T BEEN. COMPLETED-ATy LEAST'ONE .WEEK;`:', AN. •, ,::' ASPHALT I C EMULS:I ONSEAI:�:,COAT�.SHALL' BE APPLIED AT THE APPROX(MATE FiA`I'E- OFILO:'1.0 GAL �:P,ER ¢SQUARE':YARD�� :;+, ..� t «` r-.r # ;. 1, 15. CURB'.AND GUTTER;JSHALL',BE,. CONSTRUCTEDPRIOR TO :INSTALL'AT;ION, OF„�+THE WATER SYSTEf�I, UNLESS, THE;,WATER SYSTEM-k•I S STAKED BY, THEj;ENG I NEER. SUCH�;�STAKINGr SHALL. PROVIDE FOR,ALIGNMENT;'=j.C�ITS;F LOCATION ,OFX�ALL...; SERV t CES AND METERS,-,..GATE VALVE5; ,f i RE HYDRANTS SAND,ANY:,OTNER,,,a rM STAK I NG,„REQ I RE,D�BY'4THE- CITY, ENG 14EER.;. ...ANY', DAMAGE-*TO.:WATER,;,SYSTEMx BY :SUBSEQUENT-zCONSTRUCTION SHALL BE REPAIRED BY COMPLETE,.REPLACEMENT j OF, DAti1AGE, SECTION: ,t. � t :;;t,, ` �, y°.;.;• 16. IT SHALL, ©E.'THE CONTRACTORS`.RESPONS I BI LITY TO SECURE `SIGNED- PLANS PRIOR:.TO START I f�GF'ANY.:CONSTRUCT•I ON`: . ft4.:: + , 17. THE CONTRACTOk'SHALL`.'CONTACT 'THE,,C I TY.,'ENG I NEER-:AT: LEAST: 24 HOURS VOBTAIN a ' ` ' PRIOR:;1'O THE6 ,1 NSTALLAT I ON OF..:;.STREET S(GNS AND�ST& .S SIGNS TO OBTA I N :THE. PROPER"LOCATION OF-THE is. ALL V.C.P. SHALL. BE 'lkr6'.W I.TH'. MECHAN f CA'L JOI NTS, "WEDGE LOCK"', "SPEED SEAL" OR APPROVED EQUAL. �I DEPARTIAEN? OF PU014C WORKS_ GENERAL: NOTIiSy... -CITY OF HUNTINGTON LEACH APpR ED: � CALIFORNIA A sTmmD REVISION DACE- PLAN N I00: %:h- 3 i/J•{aE �r1434JfFit2«.iK+.wa'.ciu«:.+vR....'....v.+nua.+.....,..1•,w.....err w.s.:a.1y„1 i':+.i.•M s.r.r.r •..uw-..,....»..�.«....r a.+WTe(l.� `nG.alu'7n'� 4j n }c Ia�w'a a��'i � ,'M•.d'r'�r. . jai 19. R-VALUE�.TE_ST SHALL; BE,.,PERFORMED BY THE ORANGE COUNTY..TESTING; L:AB•,; TO DETERMINE -STREET' SECTIONS.. . :THEUDEVELOPER`/ENGINEER SHALL 'CONTACT THE..'DEPARTMENT OF PUBLIC WORKS AFTER ROUGH CUT OPERATIONS' ARE 20. 4111., ARCM TECTURALA)ES,I GN OF',THE ;PROPOSEW'"L ANDSCAp I NG ANO PERIMETER WA1 I... t�IIAI:L:,IIE.' APPROVED: BY, THE PLANN.INC{n;;DEPARTMENT.-, STRUCTURAL :;IIALL,°.B P PROVED BY< THr!f)rIlARTMr.NT . OF !'UE3L I C. WORK:i- „ .. VI . 'ALL COpC1tfiTC. W If H I N• C I'TY,_R I GHT.:Of'';WAY MUST', MEET .SPEC I F I CATIONS f OR , THL STATE CL'ASS-,.'!A!!t.aCEt4ENT`!CONCRETE. .(6,.SACK 'MIX) . ; A 22. ArL-U,;WORK AN0 MATERIALS SHALL BE GUARANTE�¢E;D rFOR NOT LESS tTHAN ONE ( I ) YEAR•`f r s WOLF"d i 16,41% 23. ALL,�WOR SHALL BE' ACGOMPL 1 SHED 'UNDER CON01 T I ONS ESTABLISHED BY THE SoTA' Aj1AREG I ONAL WATER QUALITY CONTRO'LBOARD OitDER rNO: 73 ijd 24. AL01;9E tiI RED IRE MYDRANTS SHAL°L ;BE INSTALLED, ACCESS I BLE't.ANO OPERABLEtf'�R I ORSTO„ THE 1 N IT I AT 1 ON OF ANY PERMANENT' STRUCTURE USING COMB,aS,T=I BL.E M&TER IA,L 25. AL'L�"UNDf=RGOUND�; 1T,1 L I�TY. CONDU LTS,� SHALL BE INSTALLED BELOW,rWATER MAINS AND�I�PPURTENANCES WITH `A TWO FOOT, (2!) MINI MUM.,CLEARAt CE ;WHLRE` :CONDU)TS 'ANq WATCR` FACILIT,IES INTERSECT: UTILITY;CONOUJTS; LATERALS, SERV'ICES,j�;ETC.._ SHALL NOTE BE'.ALLOWED}:TO�iPARALLEL,WATER FAC'I.LITilES W4IyTH I N;'FIVE, (5) FEET.,, (SEE SPEC I AL �C( ND ITT I O,fJS FOR` SEWER MA I NS*. )h 26. 'ALL;:SAI?ARY SEWER FAC I L l T,l ES MA I NSLATERALS z AND Af'pURTENANCESk < .. _,. s RA LP c :WHENE,VER,,,PROXIMiTI+ TOAPROP�OSED` OR';EXiSTItJG WWATER ':L:INES; . SHALL;;:CONFORM TU'�STA E�OFl:,C'A A TORN I A IEALTH.B DEPART14ENT,,ISPEC 1 F l CATIONS AS ADOPTED.' BY` HUNT I NGTON;'HEACH' MUN I C l,PAL,,,WATER;DEPARTMENT:°w ' ♦.d` ; ' . 27. AL5rL ;,TSTS�AS;REQU,I,REOdBY THE, CITY, SHALL ,BE ;AT TE :CONTRACTOR'Sw EXPENSE. 28. T�E"DEVELOPER "SHALL,`CONTACT;THE ,PUBLIC WORKS 1 NSPECTOR''AS TO" THE +q REQUIREMENT`OF„ CURB 5I DE MA'l LBOXES 29. THL :DEVELOPER SHALL INSTALL: 'CAB' LE TELEYISiON CONDOR PER AEPT. OF PUBLIC WORKS STANDARDS. t I : ' PEPARTMENT OF`PUBUCcWORKS GENERAL NOTES ;s1 .{Y. !KW`.r'+r•. �`..,.'{• •... ,. ;`._ .• ..- : ... tk fir. I cI 'Y OF MINT!IdTt�N ®EACH '" GT P WOFW6-- GATE. ' CALIFORNIAsTANpARo. . :: . REVISION DATE' PLANT NLjO. 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CALIFORIM ri ylarcm exr �'oC r Z2,Iri7$ STANDARD • ---�---- A 1�7 QFrii'iitF3'Ffi7rStXFY`SY.'�33`r.# �'23.+C.:+�Y.:�jyti.Cii::,f`iAY:l-We.a-::n+..+.rt.:+.t�..r.'.a;,.+t.•:'��..••••+7r••+•••-�.,r.........�aw.s+a•:+weea ar:.c.-.+•.n«w'*+4F��;,t;,i�.wk}��i�7rDip2li/Ein1S'�w7M�1�l.CIAtlA{.Y.�, 1 Ar 3 7 R/ 100 wl .. UP 1J4"IN i�--o' ' .t OF% s .1'1 01�1 VWINIV cow.wALFt,SEE ,{ "WE SW FIA J f iY7"I s i G Ti4lL $A'� ACMW GUTTER AI-t J PER 3M •PLAN 203 t - .�k.x't'-�'As'Yi'al.r7'�s�` . 'BY;So W•tra..�.,�81 4fi'I'�rS?1 t"�:'?.Gi:elo „�... �f�;, �• t4�'=�.t � 't. :jST>"tUGTUIi . 56GT1oN Td FE Dk.TEPMINIcD1L T E5TAt�D fKAE1=1G 1tif1 H rCr2.W 2 ."PROWE'O. X flu `CBI:G7Gt� lJY 1N '5IDEWAU -t~O.R 'rFFt ,:WELIh y, _ 5�.INaToM 0ET�MINE0 SY IXP%tE7CTOR OF PUBLIC W0R L,A G(5EE GTD.PN�704 x �►EP raiEnr' -Pue lc woaK J . _ f PRIMARY. NI34 Y.7rYpiCAL. '��' :r"' '.:>.' •..'.'.: ;.1 = l.r• trr„',- '.'• - ,�5� ,�e.. •., -'., � �� t= EA, CITYof HILIN I�lGTON BMHAPMo ECALIFO • " . :;f ,'�; :' ;: STANDARI'Rliv 8I ON-.MATE% 00: 2tz 19'�3AM Y/sti�>Ms•;crir/rti.rrw'++.c ar.,ruy,rN=y.iX,,:-C:itiy,;;i47:::4,..,�s�wr.w....w•. A - l 14 i f , 5's 40 ,4d 8' 1%4 IN r-0" Ll1-0 S7D�PLAN 907," ` 4' C4NCR rE :1'VALK r :;:. DETAIL �A" SEIr STD:PLAN 20►, CmS s`GW7 TLRS 'i'f'PE DET'A1LI W P1±R STD. PLAN"203 i� �.` 'Y'x'Li"�I�..s'+�f.1C'f�°9W'Mi� 'IW�+`�'" P.G�.f S. ,"fa"3EY'.'vS.fS: -is! 'r'.� ' rvt' 'I}/Y�'�T 'f:?7•..Y •t �lk :J `2➢ ... a • '. , :4 T ECTPETER, hfE�;1311..501 :TE ,t. ,srr tsc UAAL' s IvN T ?E3E' ( ANb ta1►M I m%1Nll+�►�Df .3'Arc x/w�m t 9S�r SEALy.,CZAT cN�t ►13: .�3 F('E :�t� spacrNG T613� AIRMI ,ED E3Y DIRECTOR OF Pil2lIJC WORKS�S 57D.Pl.Al�t�l�4.) A C�irtottAL 5 oo of R/1N glob gelo 1�01� 4Atld4GA>'lt�G, t�'Gol�> iftvsl u. a : ... •1 '•.G� �{'K.�"l y •s ti -.. a-',j{f' -.;^,: «,.,'S,4'T-. .-». ,. .�:, f. .. � . , ',a. . .- { ON' '., _S•fir, x �PAarMt"N'F M P�ssuc"wOKs ��: �ECDNQAR`/ l4i�a��lh�4'!l:'1yYE?' L_ CITYOF,iHUNTINGTON KACH APM O Now CALIFORNIA G MAN AINDARD ,. REVISION 0WE_d :T.�23,1975 „� jaji^Ve74fy�'yr!o/.�.PX,►.C.�.6P.t•M-�4�M.x�w.�..=w1��w...r..wr,.......+.w.rrw+wtHw.wsr.nr+.+...,r..+.+-.w.+..w,....w�...+.w.w+w•..n.�.a+n47Jwttti{/► � rY»»'?$'::!!{+d�:•k ` ' sldl. x'a:.s}s. w:`f�3';� sZi;,' 1f `a" .r: 't ':..7•v. 27i�t''r f..- ,,.#x. •� .. " .. �wr.ww.rr... r STAWARDx/Si"jPIEETPOPZCIFICA►TICh1S-COMMERCIAL -INW6MAL ;:5UWVISIoN' WPJ N. R r, W� t Zr W sQY'/�*/\w/ I�L`' S .•p* �f FVW . 1/4' IN 1,-4" Oyu. fim' �4"1N ,�4 VF 4„�C4[+dCFZM WAI.J;Y 'St~f~ PLAN 2a7 :#=wAIK cJ�1ctTER 'rYl A-�`oa[�-1 SEI i'L3`:PL:AN 2079 PER 'STD. .PLa14 ZOZ. CJk 20i DE7dIL Nau {NOT ES ;r:'- t' � s-d ro ;I .ems.•. ".c G,i.,{; J�+f"4 n e4 C: yr C' tr., s,�,r t:k a 4 'a• .. •:.f a• f.' ;74UCTi A ,`SECTION TO.BE DETERMINEDr '19A prlc t o�x J' 3kGr T r WITI s5-1;SEAL wr" 4 coarrW in-sa i s 2- PJ�O' DE w'146` ` K ttT 1l�t fisiL�EWRLK,AT: Lao TO 1001,1 ISITS SrACIWN TOM INEP 0Y'MF-0JPECT0KV0FPUBUC V OP*ca;G51rE'3Tf�P1�+1�T�4� , aiu wr r u is aro Ks CDMN1 rtC1 +L-:DNOlJ iT I L ST.] ryf�+ECt Col TY Of Hm ttEitllCALIFORNA IIN ME:0a. 23�tens ��cJ 1Ww+�frw' �..wc+raM�fwe.�*ti+wr.a++tc.va..+.+*.�.,.�++...r.»s+srrisa+.:rtR.alari..tK.t'r-;.«,e:.r...:wt..'t.•v=..+....wr..awwrww►wv"r,...........+.......wr.. .. !t 1. it _. f '• . . _ .r , OR i At 46 jap Lny rr.A'slcJ"'il`NT 3/8"LI 40 INiI�� LIP...�- SalrIl4�IF[I�_O�' p ' is - = • .3A.C.,;�;r'. • PRIME CvaT MCZ50 .d�1A.8.�t'11N} CM 'G.0#TER Tr'pE ierl QR t3-1 PER' STD: P[ AN' 202 R 203 I. imcfo*ss;';<OF IMi�Rt�lEHEM ?0 8E DE'TERNffiti1fED. 'BY SatL;,1'EST.0- kAFFIG INDEX WIN 14IMIMUM4 OF w3 A.G.CV&R .07 A.M.: 2. LfILDING SET E3 ;,Tt:i �E M lJRED FFRt7M EAGW04T LINE. mum 1 y .Q.gPARTA NT-OF PUDLJC YltM3 CITYOF HtlNTINGTON emH APPOMO v .ya.& as �. Iw1 ® ■cc■ FMVI�IOM W1!:r 2'..� largo AAiWOARt1 t0SA ,�=R.t�{r/,yb.�� '�± f t � -I:;. - .. . 1 r13.'.ib i':.�«r.:.9::.e:..i+ ".r ,w1c..•«..•«+r.rw.-......,.++.r„�..r..•�.T•pn,r•� + �I i�`if'lkFll,�'^�.:�f�1a^m1r� ,�rtrrz.�;lri::..i'.iJn,i.+r's.,ir'rn �e.�.a,l1:F'::• ...+�r'asa�diO34�sA+wlrwqutr�c�+*r+r.r.�.: ' i FTP V STANDARD STREMSPC-CIFICATICtNSy } RESIbENTtbL' SUBDIV IONS I R .W 4 —t pd,:s !�CF,I W C PiL 8 z LEC-,�Np a 60 40 5'. F� 10 :=4 :r R!W=RIGHT t1KWAY 1N1t7TN s r, 4d' iVMAX.t 'r`'S" 7' 6.33 • P =PAVEMENT WiM 5 40' 5'MkY ,CF -CURB FACE .. /fir t " ' C =CFZCJIMJ aF.PAWt'Er.l D ✓.7J Pit.=PARKW,4Y', 1NIDFTN: w ExIyrIN& 5rREI ro vOLY s S1DEW4LK WVTN i A , x a%w z'sPY,E. SEE ND�"E'�2) I/2 t%Z`R/yV (SEE NOTE*Z), - t 19 LIP 3/'13 P•. wrl 10-d' o.r7' CF 4° CONCRMf,f ' d`,CoikRK'TE•'SJ0EWAL lJ ['b tj4T10N CUF O* STp f�LAN ?.r1'T. SM STv. PLAN :za7 GUTTER-TrPE'A OR c PEFi STv. FLAW 202 OR Z 03 ' NOTES: L T � 46CCTI k70�B l7t='rF ihltNt PsY 'SO' -1ESTApo rRAFFIC INDI�I W11419.Of rXZ f` WrM,, ,5 K-Rrw. CMA 5 f1111. 5. -�- 2`PVOL! 4y6lM"EMPA N ,Fa PARKWAYS 7'ARD LOOSP. � ;R ;F-W EMs 4� Puluc MIagga_• RESiDQMAL SM-Tx* CITY OF HI 'I'01Ti APP"RQVLQ: CiALIFO REVa114t'1 DdiTE'OGT 2'-t- Iq'15 Wg- 3TA[�tQ1 t0 • PLAN �'�—y, �,{�!.%I�JfY.siidddtir4:M`FQr.,+zi+{.:i�.i.�a�a;'..ii..�i`+cwr➢+vd's�.::r�.:r,et113ii...lAY:;.'+i1:::t.u'.1:.4.314.,,.,r.......�..,. .� _,,...�.,�,,.,,,,,,,�.'�� CUILVE ', fi 1/a ��P m . o As GDRp PROrERfY e .C�6- ''' lI�P. w 821, 1t" c'w w.W' ZD.ow 0 �YL.td',. * 7' 12SSP 44'.W. AO' IT EWi' 0 J45 6t' W- AD' mail O.W W 5; 0.W W..jZ. 40 ' 40',. JA, 1f9.T�'' ; ;k*CO' ti3,44'2w" Or M14! 4fr' ZOO •l�w wevr as- fib' at* w, n' A' fit. ' 3tl'44' w 6o' 40.b9 ZO1 N Skit' tan, 2 "2w 4r 0, h'�.T W Zer►.7tt fog 1✓Xl rikf gi` o* bKY � curKvE� rK :R cu to wo • -. �� uIRYE 1 1Y�t, � �. � �GfJI� 1 ��. t • � .. . . . 2` (gEE Pt?!'C fit). �—.-. ('S� IDS�1� ' . 5 1)z Iinm e r r i,•/tOfl AK 7 ��L�j• •PIC PK I ; tl11iL G4t1f1�.l�1111�s TD� I � � �' p Ut:i1li4 DIdIVN6► Ij2p �•• '� , �I G0114�t1�6t14li i l � • 1� 1 Q� I DEPART�IEPIT`M PUBUC WORKS- TAN OAIZO GOL- C7� = ---.��G CI TY OF HtWI NGTON BEACH AP ovEe=_. ''_ a via CAL�IF`O A STANDARD: REVISION DATE•MT,, �. ?"F pip 1 .:.i+wi:i.Ci'i�..�•,'S'••.I�iwJ•,ia43"�la�++H'.::•:�..ii::r!7jxii..w:r:�'.li:i.i.1.ww':�.w.rives:»w•di✓..i�Yr,...ur+.o-•.+•. --..+..+..,....�.r.a.w.«+,......+.......u++r..++rn..r'+�.�tii..a+ww9tlrwrtrw __ 0 tat RADIUS W.00 A oxRADIUS-60.00� SOA4 RADIUS■50 00' 1 a Ae aAl CASE I 2, (SEE NOTE 01) :�► �. : 0ti7 I w j r. 04 I �18r(SEE NOTE 'Ij L 2'11'P!LCIY E-ASEMeNT FOR h- cukia CI E .OA a C4J _ IL ai RADIUS=40.00� A9*A4RAPfU5=W,QrJt� !'/� �3 ; Ze,,� CASE U. _ �; iiaaas�w.aa�...red� 2 (SEE NOTE Of V R ••--- 21 (SEE 13OTE*I) FC MPAA'"111-W of PuIM WgRKS STANDARD KNUCKL4E't CITY OF Ni�lrt`�1l T4l�I ovEo:_. . r CALIFO M REVlIIiON OffE."OCT.28"F".5 STI4MDARD;JC?$ i ria4w,-..w+.+.naa..+�,...+...-ra......«a.,r......<:w......++w+�.�.....•.,...-...-...,.«.....,w..as,..-.,.»....+.,..•..,,-w...-...«....».»..._....--.r....+,.,..r.r......�.........«+...r,...-.+...e.n ruw,yw.s/�.:..�:i:Ji'h'C%l�l. 0 e., /i A2 s. .w a, t cuRe) CUM oara A , WIPE-W-00' � a y R�oiUys�o.00' 0 itAvilh¢ 7�do' - VAIN 20 201 VAl-` VA,: Of 6 L 2'u'tit:ifY: �AhEMENr FDR PARK- ` }. WAYS_ T AHO W h. z � 2 AW-600E POINty 'fo of or KEo 111 tsIE�O 011RIf�G GOF1ytRUGtiOo • t �p. ji y .yy, t DEPAUM at � ,�euc wQR SrAWWA90 k 1U`M `GASH TIC . CALIFORNIA STANDARD ' •.::.;:. REMON DAYS. MAX N 9"108 I 6 t A 4 INTERsECTIN6 STAEE.T CuRH�(1RYE_la4TA YAR if=ZI3 33 ?.6 - ^ R=MOO ' RADIAL PT. ` 1.,=imez 1� „fir T� E.C. 15 . s } ( y E• -`.'. � •i;¢� ;y� 3:, it I --�i F f►'t•�IN'i5'M BE STAKED r ,a. h a�� Cl1RVE DATA ! ,; wZ.w..�.........F- VA .... 4 R= ISO. r YI IS 13 L.. g7.80' 10' Y GSCE STD, PLAN 102) Ts 45.25' �p� r`TMEN.o� �ueuc ►a SERVICE• R 'C,IJL QE-S,► , CITYOF HLWINTON H MP+Ep= FMMIOW afro:OCT 20y19 _ IMAN . �.. •AYfY�1'�►`�}'eY�i:.i�i w� :.�%N t'�.�f"•l iitY.:;.:1^ia.•r.•os..w.e-�.aw«:+�..w..•a.... ,. ..�..-w.++-+ o,o eiit•cti!c+.iYix,i3z ik '..r•:• :n-.rtw ..r•,+w+�u.n,..s...•yw�s�sr..a,�wwtvy i�,iWAatiuiiL i YARIES VAR. 9O` D 13ASE L1 aE c � A wok 4'OR �► 0` G W 4 _ LEFT`TURN POCKET' 2 RADfU�3 A8=BC=CD`30� A6 . 4 BC =CO.= �� AB' 'CD ARE pAR�BOLJG .' CURVES ABA kNv��OAREPAR1�8o%1C `cUKvf;S NOrE: r etiRVE17'AW6E M0Yr 11P714E'CA5E WOE fr rNir`BA :,NNE�KtuAv tNE Uisr. i] FSET: oisTAN.^E 5 oFF5Et5 ARE'GALcUt:a`firy 6YAo5UM1t1G t1lE dl�hE- {� LIP : ro Of,rANe->r1jr;iver Age:IWOAPPr.IEP ro qD'M 14�MEDA1$ :ldtkb" THE '0900 DA001114E.AWi VfvARE 110I.o�E1C D-D IZ PAizO�6414C # DEC'15'90 LOWWX A tA.q&ggt 30 2:50 : 3:C10 y�R 14� oFt'le 0 7.505 9,00 :i5 ;9.38 11.25' 90 10.00 12.30 VARIES 50' CLARE AT 10:1 A MEDM :OPENINGS �SERIIlGE ROAD CASE I .cuw� ."aaav>r DATA T lel! L=25.15' cn ay I26cl 213 3�y Fly ZA:Q7 A�' ' 42 15LOCK WALL,SEE Sm. o T a.132,h �► cJ PLAN 5 ��-3a�•2l3'S9", R=12Q+00'� --� T 36'!#' 4.32' N• C Ai rEAlAL 4WY. .,,� n•�a��°�. � SERVICE RoAD„�„�;;� � ' �,,. NOSE,.CMVE DWTrX. „ . r. r�fPe sicW YELLQYV }, . . rw 214 8 t�k7 Mw".'CAS I"=7O :ul ; T'16.55' ®Etl-=W' eAL VQHE� t $ 9' G+' EIREQUIRES <<� to In L-9:o WEC1 -:'AP�vAL. 3331' 0 4:e Md K WALL, .'OF'PUBLIG W0RK5 � I 30 SEE STD. PLAN 405 AA PLANNIIIG errs. SERVICE ROAD OPENINGS 2EPARTUM of PM81, -W xs �"lf'�IC, INEAND 4F'ENINGS CI TY OF Ir4tWl K� 'e �D H wp ovlrn: vra aF wvvw a - a& E O iC>AL.IFO s - STAMaARO I IO RLVlSI�1 p�E«GCT.2.B C975 PLA .j A .i 20fRUNK 09 1V-2" olSf916moo coNvoir. 71 "• - +• _: _ ,�� ;� - IfJ �AGu/•�yt�tfr�Ay:f �U1t✓P i SEALED BELL OA SUP COUPLERS ��+`. I�-I. tt. .� .�' �� :� r K .'P;•� +.- .j;,.'.rN,. � '"r,r ,� �-w,ti:.� �:f':•`'1:;, I. • ,. �.BF4166KS#3yl PIJI.�LP,-IOFi�ErC;UAL . ;,3. PULL'BOX AT.STREET CROSS- 4 ► = f ' INC AT B1=G!NNIhIG � ENDOI'_: ..{- GAP EWv roUtrog,10951-1 OW per G411t7Uf'f. _' - '"" ...."-`.�-1.-MAlN-LINE`GOt1DUlf-(641 t4tA'fED-J►y�P�(1 � _�� ,�"'o ,: . : e� .wa-• i .3 �:"t. '� .'(: eft#..� � �� w,� 2. 111V 1CIT_Y OF pEFut1ND C.•A.T V `COhIIT,FAC1Lt-TIES t R E OUIRED M ALL. NEW DEVELOf?MEN UAUKN VED RESIDEf rAIL,C4MF.FtIAL*INDLk"TRIAL.' 3. PLACE UNDER51DEWALK OR IN PARKWAY i .' WITH ISuMIN. COVER. ti ' > . 4 DUCTS. SNALL Bk`SCNEPUM 40 Pale.. s` ;y a A.B.S OR POLYE"TNYLENE• PLAN! VIEI ;t N.T.S i QEPARTMENT1QF PUSUC WORKS CA• !.V PULL BOAC PETAI1. ` s: .� diRECTUF; PU13IJG WORK5 VA-M't { sTQNoaR© REVISION GATE: AUG. 11,1977 111 PLAN NO. itlLrr:+.xrsr.yca Jrrrr..,rrt.�c+c«,.r-,..a•,.,:...uxx...,.ar..:........,,............ti....w...w,:;:. ...........,.. . • +.r l.•,..+, ..++ra.�wrw4+.t+:st,ow.,.;...c:tiro:i�:••+N(i,*+i7.J.��A�T�'.:,/7it.�•.S�rgt.4�1' i it CABLE TELEVISION DETAIL "AWN ' NOTTOSCALE 'USE WHME CABLE TELEVISON FACILITIES ARE TOM INSTALLED IN NDES::, 21. PUBLIC UTILITY EASEMENT �. L AT STREET.INTER5ECTIoN*w�la 3•-tK Nc�t,WlnrNy t?EPfNy.: .TPAFF t 516t�AL5 EXI S?;'OR AREA :,poSlTtoNEDM4E -ONDUI'J:SNALl. `2.0.. :pAaKvir :-vo,�►iis= ;• lGAr1 /A'K� (1CP1+�111� 527.1NSTALL'ED'AT'ADEPTN.DFZh" _ .. :VARIA'rJoo`/,1�::.: r .2:WNERE'SfAEF_T,;5YCrI0N IS`�:.� Yy GREATEF►,,,THAN;Ie,�,.IN�T14ICKNESS, � 10 +i CONDUITGWA UBEIN5'�A b@ -A DEPTH OF O GREATER 714A J THE REQUIRED STREET SFLTiOW ' .:1u, ' ' �.+� - '.M .►� a III •'J � ` •�• �•' , rf ..�..�'.••�.�l w_ s N INSTALL -MLEVISION CONOUIT, (SEE M. PLAN i l l:$ 113F01;52E,MATL. LOG.) So EDWN CONji- DUIT' yTFCA6 ; �1'ELEVI S1�7N DE.TAILpBp , � Cif NoT.;To r FOFi USEIM IERECABL£?ELEVISION FAGLIMES ARE'TDDE INSTALLED IN 'PARKWAY. Lu 59 j F 14ift.LCI 1ETELEVISION CC7N[?UI'T=5EE soy .571).I'LAIJ"'1!10115 FOR r 1mtL;51ZE 4 Loc.. TF.IEPFtoNE CotJOUIT' i Eb15bN sr -CoNDUf� DEPARTMENT OF PUBLf C WORKS C.Q. 1. �/ '7RE N C H D5T41 L To CITY OF HUNTINGTON LEACH APPROVED: t . . _ 4 ,, ; ,� , ; •;�. DIRECTOR, OF F WM= WORKS.nk<r.L'-' •G- ;,�,f.r �• - CALIFORNIA► .x.. STANOARO: REVISION AEG• 31,191y..'' PLAN NQ.'112 Ti �... -,n,�,��y1.N•:Nov+:fr�Jk�1Q�i't:+l+'..ylhy.4iwl:nw!.,Sri:'.�r+.Aiw.T.Y.,...,.1••..•cwtxuu++,•wi[,.1tr.psi.:1•.i,!1 ...r...n.+.•..rw. ...e.w•+..�Nr.rew•�trt..:.4..V.sw'fJ.isRJ:.�.Y'.�:a:inifiir}jiYTaR'' ,. r Sr(��t Riry LOT ��• LOT .,.'.yam { :�., •'�._ �• t. •' +% J •` ' ..cY.tt:>. :Y r ?... '�'a�'.'�: r•;r '1•r {I. , ..„..,. ...,,.._.._._,_�,�..._. . YZ. 2' WOO P�'131.tc a ca voir. .� ,�: k uriu"IO r AWMPOT LOT I ' LOT L r-AT.V.y RV1GE i:Afes DIRECT Ta BUILDNG `,�'••�•� ~,~ `��.�+..:• 1 + .4.. ' • f �~� �•h.•• w rw.f.r•�••.` �•��..t.-`��4••r 41i''Jl-1';> •.•..•"t•4R �� Zz LOT Yti LO-r .. LOT 'LO r ,.T 4, �� .�.-ter•..... .......^.....�...... ............+-�-.-..�.r. i:.•..�..w :i ., - • ,:^:�f,,.'S`:^;%:j3.: - .. .; �¢ •1°:� ur►t.ir1E� trAy�M�tJr � ,� a•. � 1 N:T.S, - - � 1. SEFtVIGE LA•TEP.ALS SPALL BE ✓rU86Et7 r0 �rIf R160f- of WAY 2. 'W9clA14� Fog "G V• W U, DD FW0190P FOR AM91Al. 01(vHWAY5' �.^ � 8. � uiNr;R� `coaoif �f t,oc�ri�oN r=xiyfy �r=��A r1� ylv�wAGK, ifJyr'A t-l.Aflot� yNA�t. �� . . ��: ` ivfOrieU ro rNAr ig 1;oemm j ' w DE R t MGNT F-PVBUC WORKS V.A. 1. V. CON DU IT, F+Ov AT-10 � y t CITY OF HUR�'I.Oia1GTQ'i�1 BEACW r •Gt�%_•i r• f«•t`5 s+ ." sr•r't:.•k_ :.+�.� ��'f.'.. ,^ .P "-: —CALIFORNIA RlwvtsloH DATA: A11GUhf 31;1977 STANDARD.,113 . Or PLAN"N" O. {M.��nQl[ Yi$Z:...�jt.T.•/•J�`4rilA��li{7721{f[+d.wwYO'.w.JM• ..�I+.+uw..•rri•w.rJN.QhU•wr•►•.:iiL:.x..A�.lr.'.L.•�'.r!-".....f.yi Y/..Ir lytn :4'lij.'1A:�AW/ii.'f.•Ll �� py �•��ul a-Lj:}! .prtjw4LD.`I•.ra.ff'ww...{�i+ZK.�i�i3�`4 \'w'..i+.'IQ�"n ,f I Wl;Y R/W •/ ' M,�•!'%i r'�.�t.�•' ^�^ •,�.� .,. .r•w♦ter �� •� t •� f' •• •�.'•r• r:'of t.�• tj1� ^` W r •s t,o°t - - � •• _els i"c.A.f V coi�v�it r •' � , ' tom..• i ". .. _ .. _ .... .. .-... ..»_ f E::ir. ......«..« «:�....w.«.+-:.. w.r..«..t»rr.�.ar. Not ,l.�h!!RVILE GAtERAi--�hNA6t-BE'INhfR6�G0 OfJ'GO140P P90Pt;Rf1(•LIF��`�i: yfU66�D"t0 R/Ntl. 6 f, w ' 2�MATi��l�c cor�OJl'�;"ro'd�`�'a�Af �o��yA 'E"tiT��ASi�iy`YM. -ALLgy Mora : . *U ThON L- WORK DEPARTMENT OF PUSUC C,A•T V• coN nu�r l.;oG ALL Y; c S AT�UN- �' CI TY OF IHUNTI NGTON 'BEACH aPPROVEo: t r F i t CA1�IF0IA .. C71R cTdF;• dF U WDAus • .r DA F. ! STANDARD ' ,�•.,;. _.. REV15tON DATE= IIUG•,31.1977 ' PLAN N0.:1,1.4 . _n�.•� •;1 r.. •r <^ ,,, �,.•aa.•r...w++,......+,..✓,.r..•w*+.+•..wwv.....++R.,�,i+ii.Ji4I1N+Y/43++iJY.lMitewwM '�� •'+'+'•��r°�t.`.ti...!•3da ss,i►�'ia+).Lr-tyrw.{ta'.+.t•••i.T.', :i-.YS.�u:d'7 .Airl.r:lyYrr'« -t'1« 4 A fo" , 3/8" RADIUS 4� RADIUS ToY. :Vlr C#065 911cr0v w11l ,.� r:� A.C. r D dCASS "!S►� COMCRET A ::� ,• STATE SPECIFICATIONS t :r 10, s r avt!iv co,�ra crloN JaJOrs TYPE /�.► A f .20'NIAX .,yt'Ac►N�`¢.;%'�xPAN ' �510t�1`JOt Nth�dRlvt; APPROAGI��S,�: 0.C:y; WOO. OWN MOO' 04 3/8 "RADIUS x 3!4 RADIUS t..'s coN(vrmucrEp w960 FOLt. CLA3 'A" CONICRETE` SPECIFICATIONS 9 ° { PKo1liDlr�,CoNrRACffOt� �Joii�r ;� TYPE. B 510N`Jotwo f vRtv..i=z-A&roACii 13-C•'S;t%;c.'S, � 6A•fckf��N raANy7nvi�5- - `� .� PA;Tygk •®. #�. i�u�WORM- 'STAmolragraNDARD CURES SE�C1�IawS�. OITY0F. 1' tNTINGYON i i _ Q1 'CAL.IFOf Rvc�3�,�e p�►TE�ocr. zq ` i3 sr Ire cARo IN AN Z� 7oVa.�w+arwMOLa:4d W4i'UMG!>►Y',wML-i.LS..T..1.%.)+;•y.�•,i'=J:..rw..arrr.vwr:..,.�,..::��.it:,.y:.;Ali...'.:":s•.::..:4r.ir.r•,t�+.v,r.nr,.a.:...:,.:..t f..'�uu...wvP.rw;la:.:a�•ww.tw+r+nY�nas(, , 4 GURS FACE 5" 14 ; X Y 1,2r" I° . Z e� Y • /� G' f 24" ' 3/8" RADIUS WPAMIS ataAMFERED I.XZ'KEY s •*D CURB FACE• . i • — f P { KEY LocAnot x •a. .•.:; ,;�.r .,- , , CLASS A''Ca CREPE. Milk.STATE ram' �n `IFIcZ7oN8. 2 t�ACyVI GONTRACTtart JOIWSe2d TYPE C � MAX •St�GNG$•y�4'Ext�isloN u ::.a3Lti1NT� �'t7RNE Ir$iB.L`•�$ 1'��2 !I-dm CATCH FSA51141'FMSMONS. u i t, 24n • A 3/8w RADIUS 3/4 RADIUS CHAMFERED &ZmKF1! } , CURB FACE " +�' � OR / '. •.� i Af 091VEWAYS f' '*�.FIDJ P'!t•� ,. 1 _` •., - ..�A • 2AA'• '- -A C AC• 1•A I:AAf CONCRETE coNCR •, 'FlER STATE SPSC1F1- ;. CAM . P PRO ,VIDE coktjiA, , 14 JUINt'TS. ezo.14" SPA CINt3 # WP Fxpm!510' TYPE JbiNITS a ORNE APPPI::. a E:C,S CATCH BASIN 0 7i oE�MEWOE Pug:!., WORKS_ C0MEMTIW CM f GUiTERzS6CT10N--`TYPE G GITYCiF HUNTINGTON l3 CH APPRovEo:_ �,A MR c aF wow �` �IF� � REVN14N DATE:off:29`,19`15 STANDARD PLAN ffo. WZ ' -. ara_ awa-rwy.•y M1K^yW YIiL+WMm'wlty:yyf Wyk • 1 W��j R. �v Zi11 lr p PARTMENT OF UPUC-WOR!il Of TY OF HLNTIW:PTON L so A& CALlry ti '(.T^�+T r^^t �'rr' `T"-• • 0 fY •—^ ��1 A��,j�, t ♦d .`.. � ti ,r.• .' f {i t 1 /'.' Y �'! 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W.L:4W'TiFhN-"3&'"aR 95 0106 lA5A 0'.v Af PLOP. ><iNk, � ' KOfp�L vRlVL4VAY w�at!t�� SµAW: N0f q+ MV 70% of S1110 FgojjIAGF- WHCAO SWC14 FiZ6?:T� R f�Ca ty 1W'OR C fX! NrY tWU. F L.:(MIAfMG1+S�OF :FtIU. utilowC. CLIM WILL' K. KwGtingw w1t1/ . t= t»IY�K'AY��,°�1rI�'�NG THE .5AM1r"i�KC�ty+ . n. ALLp�-ELAN v ni&WAY-aP a( L`e� 11�1�iiirr�..p.Jt7:rHc.:n rME � , awFNIN�G � G F a�ixn+nN�Ndf7''t'o, 7i�GY� y��G t1E��4iT(01ENT OfPi�Ra:ac w4r K$__ "O'OM'MEIZC;AL If�l U�'I1ZtgL D�IYE►'1/AY� tR MI CH GAYER CALIFORM SYJt!� AR Q -6e ,erse.r . aim P r�►sa prWy. AIS � r 1 r ? RAOIAI.� � RADIAL toll fitot-mor--- A ptaf60logo ro �` �.F. Mrt�c.foa AccE��pp1P coo.rROL `JDlt�f GoN¢t 01.'.101i Sr9X16M r 6 " NV cur"oF� c1Ro�U��A`R 6oRN`6k c;``I1f=oFF TYM C' , L COO rMfws `` �: , • Y,:..s Foy yr�pl�uf cor�NElZ t ;: ,�� : �.�,� : ;'�� ••'• : : • . • •. :. car-oFF �. . . . Y-.rARKWAY:W10(0,f•II;A d9f0 �.. ' `" ��.�.' .'•' OFJ�Ol:•°AMP;FOR GI> GU4AR 4;= PLA1� view coR1 g Gor=OFF IA iq`N1AX. PRaFIi.� "A'cLE 6 OMP 0F.f'W AD r�5. L 6005,QN,RA�MP*SN�ACC06,r 51cew 12.5 i Ar:6. _UA6 2 Al:�°�XlhfrrI . Cogcgc rE ,ro' o;,6moveo gs�A'l.tf 13E OAWGUr Ah OIL Gr�o At1Y E�t�al: hiDiLl� O rater Ih vAmmoox REHtovro ouawo Goon 011ALL6E RAP WO wire 4- rua Got cgm. -, 3: 'Act 50 RAMP 1;04 66 Gogyrgu o WIN 4M rou coot m 9A:Mvh 1,01,Areo orpre 61A1101101v11 00"V6 OPAL 89 APPROVE( PY r9U c►rY. 5 0010H 0"W 69 A_90*L1P 11CAVY W.0,M,09 I;G'd1VAILK0 r F1 N10, DEPARTMENT OF PUBLIC WORKS CITY OF HUNTINGTON BEAC14 APPROVED: _ -- _ WOx'tK5•a�'OATE CALIFORNIA REVISION DATE STANDARD PLAN "No: . ,... •' u.•lr.r.ra>w 4/..• . ! "k:..j iJ iy t•N.ur.�.................,•....•n..w+..w...w AL4t.•rri:.+Ii.):a•17.arw►�tl.V.r...cl��.L/t:li.eS:LNM:'M!` '.71Nr•wtfr7••L••t'+YfibltJNi'J9t' J:;::.�u`...:.w.k.'J"K.F'�f.V.+-.'i', I•:rw�l.�..i'.•�.:.::.4 t\.,i. . ' ,. , .. •tip - __ _—_- :. .. h AAqn p P/L--� �r �..��riw��r�rrr�u■w+wow.�wr wr M++rrrerrn.� rw IISQw'CUTEXI$TING A � `GC7N�RETE. 40 ' Ix ( FME FINiSN i CURB dd :CC1Rb'TD:EIr' �DMD 3. 5��`.3f0 pLAh12i30'Fr�R oDItl01�l�L r�.rrr "rDREMAIN,w . IF . E X1ST•:COL!r.reRh11dF�Jr7Ra�ND1'rio�l ..y.�.,,r A ON 9010'91yY ugt= ytA'ft ar`GAuf c ri�N vp C!l;Y,.:FmCmlgma 2J W BROKEN $4IWACE YVl O rl " CG�ICRET>r eorvvE VARIES a ' SGORE UNl�. $LbPE:Y4 =17 NEW CONSTRUCTION VAnr:s N SEE NOTE 16 2 6' alp / lG�'�P'�C5 .c.� :•:,aE��s�•��c .'�-1r�'yz�- _;•�� :.•�,._ � .�,,. O • •1 �• ON SCORE DIME G 5 x"l« UtJD1;1t000t Cxlgt. G11 ffEK _.._..._ �PPA6TMENT'QF PUQUC WORlt3_ �119�iGCL�1-w►Ut� t •�tmi 011"f OF YWNTINGTON BEACH APPROVED: �' .,p a CALIFA 0t�l 6YANDARD, RFvoloN DATjs FE5 21,IgTco I .^i4„�i�;��/,L'..n:iti..:.+'..eii•I.w+.wau..rr...•r.�r.�if.�.}J.1.luFC.s^...�...t...s..w..�.�ii.a.5•..,. .'K....l..{..w.«v....r�.,..+....vor.nw ..r.u.....,aw..a:.L:/:'rl.y'1:r.a-.aMn+.r+.y�L7rr17AdEYK� t Al A- PADAL -pa / RCC -%F{PY"iFP. STmicwr CopgEfi CUf--OFF cna wAR COI iER WT-OFF Ct. ?� . tom+ a ••i. :.t�!'''• �`,>':`7i':' ,;. TACK of WALK C, RII�Vf W�1(./ I s •tom .�' .. .. PPMLE x=a' � o L-T .. I. �r 4DE UN P4�1MP Sh�!?a.L NOT ED EXCE 12.5o F1�/� S �- !> V,I 1,• • ..,�tr:S t ^"'41G4T'!�G'3;Y�C.i:{�'»Y�'r}. 2. �4LL";F�i1STlh'1C�, GCNC,RE7ETDQ�REl�10'VED$HALI:'®E:�AY1�C�,1TA5D:P�GTEp`�� ,. ANY EXISTIIJG SIMWALKM-"r,IB 0* OR 09"'%W UUMNO GOIygmicTION I W.L OU REPLACED vVITN 40.`M ICK CLASS OR.Pt ATLAND•cemEtTrCONCRET1=. ... ;AGCEEfi RAMP SHALL 5E CONSTRUED WITH 4 TII1C CLAW MAC'F i'TEAND . '.. . �4r RbMi'3`L'c�CATED T14 714AN SW01104 p►BOVF-BE APPROVED kWIrt4E DIPE.CTOR OF PUBLICIWOSKS. 5. SEE ANC7ARD PLAN PLAN zisA F0K0I 4ENW.,0 .' - Io � . . sr �doss sEc�t its. . 1N @ N ��LC �P A� � W ,•RBI° a ps C 7F OF%" �. 110 i-44 CALIFORWA STANDARD,. [REVISION DATE:FEB.161 i4 i0i v,'k'a:X►ti:.` t. .s..a...,.......«, ........tar..._.__...,.�.._..-__..._._........ ..,... ,....._,<.._,.._ ..u..._..,,,,�......r..<r. ,;y„y�y...a�a ..+;t,..�. .+..as.,�.t�.essa•�::sr.�:;... '.+vf►i�ca�}R.Clf[q� MAIL 13oX r P"9 WOO f ' PLAN VI Eta/ 4' OIAMErER MAX. a 24 MA r c. •�► . i (. Il ��1�ll.Glil$Ill�lll�t L090 IMv ; i �,111' u1 ua' Ill?n , a 'lip •4 • ': f0 l! ai �,�111 • a° .,Willi Illl~UII IU1.=11f�lfitl fill 0) Mill ' lllllll�llr'�"-ill�1111�-1i1 r� .fi. rllrla.,�1111�/ll fir.,. TEGTlpN ,►t�,ll;�n n -Ip�lll� OT�5! 9 1hdRgt;Mgar•t"o ft yll iot; aY vw091!t pay A'COt�alflDt�dP P�l��•11� 1. MAIIo edX Nor._ro PwJFcr.l Ycr c.�JQa PAcE. " ': f. ,. i•.: . a �-e+ - .. �,�. fi Z. !!EI?T; P0.5T MAY 6E .�ItNEl7 W0vv,plPfs oR rUDIP& AND MiaSr RAVE A 5;AW.m FimeN 3. 5AW-cur t3"x all opaRiNG IN 016MI& 5104WALMS:FILL SAW Cl1r WIrN PDR ROCK-oR 15PoxY, CoRfNG MILL•" PrgAM rrmw'n1A. A:•A0JACEPr`L ors CAN UgE A C.O~t4 'pall" 1.46AVIC44 fUErW560 opts 'f r� Ia�IV1=�AY�. . 5. Vold 6r-rWFEp Posr 0 14014 To-Oe F-tLWW V 14W1CoNCr-r,'.B� QarK 09 2.1 MIX eEMg!Nr MoQrAR .... - b. MAll 13GX �b ;6 Lt�GATEn f Y�tY Ft�Off - ;ilk rRO�r.LI GH1'S,oQIVtrIN�1r�, . a F190114YORAMrS, Ar0R: A0rCR5;.X1�r �+ �fi t:�l +VP ,VAULTh. Bo Aej Nor To RTRIGT' P►CGE ✓.ro. T# Is Iri "lKIEl•'c1. o�R,aNLtr INSIAU. a"OR to pIAMETER 51X V'E 1+viz NEW 51PEWAU5 aY n�v�1,OpEa. ' >�.PERN11 rr!~E KE5 r�N5l�B l:��To_�rICAT E r;•Fdi�;,DAl''�CyE rQ �►NY•x�X i 5f Unit mz :1-4 LT r�o�lnLUr_•,.rat�P�auE�,1�JD �r::�. a •1 1 1 IVAf•' MAI LOO DEPART klENT OF PU©UC WORKS COTYMF H PI TON RCHAPPROVEO r { FW5 E. CALIFORNIA TA D:2DATE• . 14•Lm .'�S��I.��.•YL"r'�12.M'.e7Lw+•w+.+....+r...+rr+.......w.w:rl�.a.•.. .. ..-..-..�......•,.ne::4f_.i. .<..... ....,a».w-_�—....- - ..r....-.�....»......+-..v..+nrna+rwvwr+...www...rn•+M1M'WA.�iif N1AIL:�OX u A . � �P�I✓C:ANri~ �+ ! 4"Q1AMEr.Aq.MAX.' t 11M 131 ZE. . :Pt PE FGpNGE... =-r<. 5,[o ,©R8 1 'e •y fl gill �1f1�l�r�lrr- CClJIe;GrG. J Il fir- Ills �n fnnrf�(nsnlu�r�- � 2�r,N �-il(1} rlllU�-llla` Ill • its , q p it,•n �ZGA4:C ..l .s10. •p ; !ram/ r.p g r znatrtl { Irl llu �, .. •�•v Q; .�Jlr��jr�Ifi+l fl-,a-11 f 11 �`u � ll[�r"•_ �r1? llr gin wo :PDX Nor To Pikoj ecr 0t: aOP CUize, FAm, 2. 1/gz, ,. P'ac AY, oc of NOR Pips:,oR'ruaiP6. A90 iwsor :i vir A- - s1�va�rlt I~IN15t+. : _ 3. APePorr m7g. FI.p► & Tv Sl�itiiAli:l� gY 115E..OF_.4.-•%�X 3" aAM��aE1' r OP A-3i�r X 3'' I.pG S0MVS_. WIrH I.trAv.54t1E1.�. h: Any Ac�I�r LOtS':CAN v > A:CoMrAvN fv 5r I.oC,,lTj J F I. 5. mAt e' crt 70 ee L;gwao AWAYmam SreEr• I loffM,PRIVIEwplyeo II EHrn�ANA WATt KM i"I Q5,'4 Crf'IGAL TEI.Ct' 4709', Aw-ve.7 w A5 Not TO 1ZESr1?ICr AC"55 W M155E If!~N►g (?A'o 1/1IN.�CLEARP.+NCF.) (D.PERM)ITCE k'E5pemNal mE To.LoCPrrE Fo!Z t7AMAG& ro At�YXISr, un Tr (ter. v.. •coNam r •,rl<I.EPI�vN� oR a c.'Uh1iviroly go) . . 7. Ae,95CM60 r fv 6i� -w0w OY W99 A5 A cow rlad of •PmAir. �r ,QEPaRTMENT OF PUBLIC V�QRKS T"YP Of TY OF HUNTING TON CAI APPROveo: sJ' DAM r. CrALIFORW . srANOARD. REVISION DAME• Pi.AtV - was .. I .SAW=CLIT Jl ?OVE t- Ie :AS ,..A.MINIMUM OF 4-O..of SI OEwALY% FULL W rM-1.1. ul REM.rave-_4 �r, • . rEp1:AcE A.mIN:'QF IOFCUmoN%jlfl �t ••f :CORE DRILL. 01C p -cuR�. 510EWALK u " PLAN VIPW SCALE: 1••=zLoN rulrial�i�rwrrmwlr��, '�� i+'i,x.��a ?.•i; .L;:. . ':g ri ': :,. : :.. - ;a,.'a. y:.4. :�.. -:- ��v I.CURB`DRAIN A `LOWED ONLYkIF APPROVED BY D.O;AWA ENGINEER AS NECESEaA�'. TO DRAIN LQi".`(LOT NORMALLY SHOULD BE GRADED."To 94r-zr DRAIN tb rrkkE' 2WALK . CURB'T•O.BE REPLACED WRN 6SACK PORI'LANDCEh1El trCONORM. F.INIS14 "Co MATCH EXISTING.) BhIO MORE THAN 2 CURB DRAINS PERMIT-TED F09 I LOT. 40P.G.G.61PEWALK SLoFE V4 PER FC01- 1= ' . x"MrN:cov�R-- PI� 1' ,;� •_ '.�;r•>. "-x:`c`-�" '*, ItlthiN, Et�. SLOPE To PLAIN SECTION E LP.VA '/ION NOTE: (MAX. PIPE SIZE 70 5E 5110 FoR ra"cu *04 4"o FOR 8"CURB) ogmirmsr irg; Puduc oRKS_ RESIDENTIAL Lgr DRAINTTOR)BUC CITYOF HtWINGTON BENCH APPROVED: � CALIFORMA STANDARD VISION LATE--FEB. 9 , 1916 P A ZI6.. ^:�ra..:i iF."t.>....P.i:.�•.'.�°..n�.. .:d:. ...., - . . . .r.�: ...,.......c_.:+-.'. .., -. --.•.....� ..... .... ,-�_..-..-�.,..�.�........... �-.w..........ra.......r..r...r.± i 6TAR-VA9D _ wr:�l�TE:, 5I Kai 'T :5rrr r.T P.. C F _ 1'. . 40' 1�3 3: 33 OWL. 9169f of WAY P"- P1►VEMf;Nf G t✓ C090 FAGS { ow glw SEE gore 2 P SEE.P&M2 3 9 _ 2 6(P � 5EE'NOTE I N o.TI . is .:. C .SrRvc`ragAL 55Cf109. f0 66400 RA1960 61( 5om fEyf APO fRAfflC+l OiY otAlr • of y' 2" •L. WtfN by-1 OCAS. COAT OVEII 6"A.D. 2 60Aol'pkio1g GUg6 Aw GUffEg fYPE A-I, 6-I oR C PER hfa ,FLAN 202 oK 203 09 71 9194Wo pop 10? W9go, pt P c � N ,QEPAt:TMENT QP PIJElUC WORKS_ .: yI OF HVN 1 i T MH CNFt c i�Ks r7w r_. . CiALIFORMA STANDARD 1REV410w DATE: _ .. _ • � ,.. .>y;ti.3tLr +xd•aw.wrsr M�.:a,»e.:..x?.•i..,r ,� ;µl L�+w is 4Jd ` ..w.Yvw.....«.......�... .... ,..w_ •,y, 1y.....r.wrw r........ ....�.+..w-e r..sw+aw..yea.r'y.w.:i.MC�w.'..1L.MN+MW++M[.L grA OA SpPWFIZAfIONS IN P I �airs • L9,615Nn s•j K.'Iw Moor OF wAY P - PAVENIE of WLDfH co - COO PAC E 0 R_,tw Luw lciEE Nnrt: 2 �4 P . . 7 I 5EE tsore 2 q. A A . . 6�A.�. 5tv A�t.�.Y GtllfEL; PER tl8, . hto. PLAN N°•209 0 No rc, 1. SfgucrDgh 6E ohr,69Mt o 6Y sm fast ANo fgAFPIC 19009X wirE} Mtn: aP V A.C. WItK yS-I SEAL. COAT OV69 VA-D. 2. COIADi' 0, `aR rYPE A-I, 6.i,vt C woptmv) pee e>ra PLAN 209 09 203 OR N�DDIFIEp RO�t. GURl3 f'tri~ orn PLAN I� DEPART1�fQft!6,v Oil�iUC i9DRt pV�. 'J"'r� -- rye s c flop . ARPROVFO� �'I TY OF HUNT I T BEACH APPROVED: (FORMA ii 3YANDARD �V1810N DATE PLAN 2 J$ '..�.5'TiY:71a:,:�..wiww.nrww.w..�«..+wr.w...•►,.w.................,.... _..,...+.....«..«......, k,.•. .., •,•.. r.._._.. - ..-.. w...�.....+....,.......+......,..•, �.ts...aw.a+ •s..rw.rw 4r R GHAMFEKE01"sZ �+. ► KEY re Of 096f. `ti 4 - i5 j ��. i .. rYP. �nN�._ EV 609b 126 fAI L C 4 - .. 4 , ® GNAMF69RE0xx2" � oN c. kAC JY� C 4i� Y z to ft. GHAMFEREt9,�'Xto v. KEY rate 4001jr. y ,rya,v ? . TYp 'ONC. 0 CURS pC'Ate 4 CF {. i.•,r,t QF.PAR,TMENT o¢ uAUG; op RK$ 5 T D R o L !• 6 C) :G b r O n 5 rA I.L , �I((��::,I Y TY(/��FkUNT'.fT0Y/ BEACH APPROVED: M 'r � �. G � CALIF't�RMA SWIDARD 7EVI810N DATE. P A 49 Ft fM..4r.V2.uli tl:.i•:t��.rsit.r„tt„pY4'i-i.M.i..lrJ:...•�.f"...•.N.11�.r.a'..n:v•..,..�.a.,...:..?1.:..a�...+.t-::•�e.....� .w�...,..... .....r.a..r�....... ...�...��.�..-.�.�... e . i•��•ar.I.•..rrwr.•aa—wPr.r..�rrr+Yr.w►w+ww«+r�r�..•r•r�w�trwr..w a.�rw_ ww��.w•. _.......i..... ._•..+••ww.•. •. CITY OF HUNTINGTON BEACH SANITARY SEWER DESIGN CRITERIA 1. Pipeline capacities shall be based on pipe running 1/2 full using thg following duulgn velocities; Residential,. 1.6 feet per second minimum 154 feet per second maximum Commericial & Industrial 2. 0 feet per second minimum 15.0 feet per second maximum i f 2. Minimum mainline size -- 8" / + 3. Pipeline material-. Extra strength vitrified..clay pipe per Section 207-8 11! of.: the-. Standard Specificati-on' :for. Public'l rks Construction and per ASTM Specification 'C7'00-75 9. Pipeline jointsa- Type "G" joints. in accdrdance with 5ections, 209 and 306of tt e: Standard Specifications for Public Works Construction. Field joints shall be Type "D". per said Sections. 5. Manhole spacing '- 330 ft. maximum 6. Cleanouts `allowed only for line 'termination where future extension of ;. '1•ine' is anticipated. ' 7. Minimum 'depth to flowline of Sewer 5 ft. 8. Show, clearance of at least 5 ft. between curb face and sewer on curved ' . streets.. 9. 0:1 ft. 'drop in flowline of pzpe:s at manholes where. flow is deflected ' mo're, than "450 .. This drop shall be in the pipe crowns if "pipes are `cif different sizes. ; 10. No `sewer :laterals smaller, than ,61' `may,:b' connected, to, manholes. Laterals ,6". and ;larger may be connected to manholes with approval . of: the pi'rec oi•, ! of 'Publ'ic. Works.' The lateral pipe crown shall match the pipe crown of 0 mainline sewer. 11. No, sewer .lateral wye 'or tee may be located closer than 'five(5) feet to t.r any structure. 12. Se'weri1ateraI6 shall be shown `on .all plans with correct. sewer; m inllne. station 'or 'othe'r4pproved means of dimensioning the lateral location. 13. `For cuicrent_sewage generation coefficients for sewer •studies contact the { Department of Public Works. a i arr+_a.�r DEPARTMENT OF PUSLIC'%YORKS CITY Or HUNTI NOTOM BEACIJ APPROVEI r r. ,,. � iD F��GT�F� "aF<C'U[il.ltr WOt�4�+S .:DaTC-_ CALIFORNIA �t �,�isror� DATE: L - W TANDARD { �._._. . _. L�itr rrt7. n 'rt/MC Pf:'t.i.1al.rtYr.r<l!R : wr+r+a.••r�MrwwwwwV.wtrwrr+.+w •.w.w +.••�I+wiurn +•�r+':►aNii-YiCSdf•if7:�Aa.i�rl»iiLij :.%.ill.lS.'yJlf,.,F'%f.r.Jew«,.r•ewyan•r.nwwrA.¢M..'.•in,•es r..v.. ...+.•.�.�••'_ ••^ _.a>•-M'...Y:M1.++4•v.•.16u%'f•y7YiTR1Yy,ii/Ga.LWMw11.MP'w✓•• - - ' .. STORZ`1 bftR 7N DESIG14 CRI'1 ENU A A. llyd'rology_ & hydrae' lic-.calculations shall be submitted per oranq County C.M.A. Design Manuals. B. All..buildings shall be protected from flood.i.iiii dili•i,iiif 100--year frequency storm. C. 1. 06si•te, design storm is 10 years, fregUency., In` sump condi't ]r►iiI`t: 'f6r catch basins and the colihoctiriil storm drains, ust, 251 •rill*. 1 / fr u 1'tic.nc : } 2. Offsft:e •,design storm frequency subj'cct to individual review by the City. D. 1.. Velocity should not exceed 20 FPS in staiidrircl wiiIv it.,C. 1'. f ; 2. Where velocity. exceeds 20 'FPS, a ,special wall 12:C.P. wi�h . �� : •a minimum .o£ 1 1/2--inch steel clearance on both 'the inside anii . . outside surfaces shill be used. :l '3.- Maximum velocity in special cover R.C.P. shall be 45 ITS: E. On otter gal'.hi cjiit,�ays,, ciiie '(1) 12'. ,.1 nc .c/_lc-h ii i Ci•e:, i cin �hbu l'cl' lti• 'clear of water`, with a 10 year storm. F. On local ,strreets, flow should not exceed top 'of cu'i:b, for a 10 7' � year •G. 1akimum 'W:S. in' 'CB' s• 0.5"below inlet (FL. ) alevatioii. }' , ::.•, ,. •,. '. �l 11 H. Once water is pinked up in a storm drain, it should remaifi in ,,the system. * r /, �. a 'tr be de reased dawnstrearn witiiout the �Cfit s I. Pipe,.,s�xe m y no c } approval. a J. nraricliiiig�`of flow is not allowed. x .'•; K: Subinit.,caIculati.ons based, ono,energy, grade _,line, acid �1ot lij%tlra il'ic, grade 'lime and provide hydraulic data on plain. ti cri tic al vc-Loci L 6110111ci I10 is .•t: l� to i 'L: The 'ra file 'of f iiama l •v� oc i. Y � it thin '0., 9 ,or greater than 1:2. M. Cast in=placa pipe can lie used within the roadway sect16"6 (n= � 0.•0 15) , hawbvcr a geo]ocJy reporL• w ll Ue be Tf. `ant:-irr- �,• place. pipe .is to 'be used as an alternate, a scum ate .calcult tic'n £or .the cast-in-place- pipe shall be -provided. Upon completion 1ti f 'project, engineer is required to revise construction plan z }• to .`indicate the actual pipe used. �5.= DEPARTMENT OF'PUBLIC WORKS crT�.oF Mu� TI :vs:cT+ o< N BEACH APPROVED: IEGTO >. ...___. . ._..�-F t3LJC. 1ti'dA A 11_ CALIFORNIA STANDARD REVISION DATE: _�.� 1PL4N rao.•:�`.t r _ t ..--._..._..... ......_._ .............�. „..«. �..._. _. ___�--.,....._w.:.n.ri:...,c.;.+:ri:3'b.:w r ?I(fSSv"1�L,.,��•��f.,�•y�r . Storm N. row ill it anndr: r r 'Distanceill x When -cover exce'eds 10 use 1 below. Distanceb. times from bottom of: L. groun I the width of ea ement shall not be less it WIC11-11, .in any case 0. : 'Stokm drain shall be, located -at the ceiit6r litic Of DEPART ENT . WORKS CITY OF i . . .• r rr M � . 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V � � L�4 a i��fy''""��f�,4 �i1 ; � a .�. n• >, ti ix .v: v J. f.5.+, ��',." i '�r*'.; >! �,°�.;{r.4"ji� ,r I � VARIABLE ' ��--pa ->:�4.. 1 CC` # tt: • p .. L. 2`-�peou SEW: rre MI�ReMOR 11+I CLASS a PPj�R 1�'� y rt fi r SPEClF W ON . 41 !;( -�- .�. :{� �'1 Fin a oEW Z.,i4T _ ��Ft5��4�`C�sAti:VANt�ED,GN t�k�l�fa POINT A 4`R. a' W. E NDAN C.I-IC�t�At.!•{AMBi�A � a Is7o.�oa�'APpRoN�O r�c�s.. . . . - � f: . 3�4„RoilNty t aNsrrzps{ gulp � sP�tt�C� �uFf�CiMT[9F�0'FElA"aIN `_ }°AND'I�.,CE:MTEK"TZ7 Glet*iTER. � •4 Dir11�"T�1;4AY BE MADE IN aMf wgxFtcONF �t TO T SUat~AM DTI=au1 s1�L-Ca yF�RM aN aRo%M s " �►� rNISN I ;cat�R 7bALL: Av.I<xmWe vat aeaoN =('"s- ITION':'ggEE`STANDARD 6tTRM PLAN #IC 905 7.F?IP.E'�INI.ETS, DEt7'LET5,51JALL ESE 1ri�iTOM 4:~i1�+F.�m 44 LE& OrTuEIRY41 IFIED. N /2 x 3 I/2 x$/16 C•{" sTEEL ANIGLF- .. ,...� .p�.w { B:RROVIv1 1u WL.VANI7.,l:D rLr {MAX I M UANW 4EFUIM REQUIRED -• _ _ Wr,rW A-0JU��Af"ll:E.''Ct.Z' POINT'A PPCYIT CTIOI�i4 STIRRUP) _ 4FRA�1E�i�iCt3y/l�R'IA►LNAi�(F�RA► NS?RUCT GALVA417-E AAKEa 1 (4 MIN) LxKrrs �Crry'cOF 14UNTINGTON 13664. L_......�_...._....__.�1 LVEV cE, R� M ssa PLAN'N°• 3a6 PLAN � :.,A,t • nny r EE NtTE#Ir3 SECTOK ALNG CURB. FACEAll `aMr A MONO WASS 614 1/2°h&L!MM' ' '3L D"C)L MAX:WELD H Hl 2{ �i kT LOFAM • +• 1 N ALL DIRECTIONS A 5 1Q A-A j ' CURB INLET- C,4TC t� SA►SIiV E ,ARThIENT Of f U13UC WORKS +xt. CITY OF HUNTINGTON BEACI4 APPROVED: {; , .fi tF; M OFF" a e. ® CALIFORNIA STANDARD REVIMtoN DATE:FJC�\/.',a,l°1'!Df PLAN i_...•..:,yil..'.r. .',; , R r. :ilA.w ✓f .s.......•�.. ,.....r. � ,..•........ ♦..... . .u....... .....-�.._.�w.�........+...r...........w w...r.l4 b.:a4.c 4)'acY4w..w.wyw.0 g81KlW?Rh A ?DP CllFlB f,. .....ice i.�........ ..j ....r.r� err • CURB FAGS. , STRAIR14T STRA� IS1�iA16NT () GRAM f 7E , GRADE P01MT'C" J CONFORM TO STR SURFACE u �t APRON TRAN51TI ;f • P W :.., C-wR4TE-SE:E STp.KAN3v4 .;�CP C7F • NoPt►lAl CURB _...—_._ HE po6 '�' 0 EGTIUN.QF:F'1�DW D i!<CT't4N OF FLOW ""T�:oFfo" : tTOPOFCUFt5 NORMAL STRF-T SURF 3tAPE 2 " IN 12"UNLFss OF.�,C.tASE�"A C�h1CRETE;PF.. I" ►" P4IN7"B", t�i'61SRWISE.SPECIFIES� �a� tFNC�+71C3Ng;-ll �.Tul'C�i4.�#� ;..,;rr,,,�::.. .-•� 2:P,IOINM 7FIfNOpslytAt;: Cri.IRi3 t= .E Pul5 €"UNtS6 &n4FA tsa.,SP1rCIF1E0`0N AS PLANS' wTN WAYS Wtj"IhIIMUM CUPa F;GEA 'rNE E�,IN Ih 1 ,1:;"*J �J:•� ry� 1'�i� ' i+�1v'!'^y r.SY•1 Y i 3POINTM� G",MALL'F3E5!"7W/THE'�AME "6�ALL. WALLS 'iilK>:yUP 1�STNir'C-, +i�►"t;iNCa: '� yr:•' .� :otlTIET�MAYrrP�E'MAOEINa„M{OC :tM4 . 3.PIPE°INL:E'1~'S`AND o `34 J41.L M D►T2 J17aM OFF:.t StN UKSI.-56 0TW5RWl9F SPECIFIED. , SEMON A-- A a ,REEARTMENT OF PURUC WORKS CATCH 0AVN-TfM A CITYOF HUlNTINGTON BEACH APPROVEW vtict c OPA,5 Ea. e- . CALIFORNI ► REVISION DATE%NOV. 11 , 19-75 1 81ANDARD�� PLAN iLM(��.'...I tiY.... ....x(.x wl . ..�.•. .... .lo+: . ...... ..�-....., ... .. ..... .... ♦.. te...4.,w.M...... . awYA.LIB..nyp.,� i r ' t � � .. • ! r�•at�•t��ttttttt,,. r�a�{{7�1•i • � C " • t / • f • A r ; r - lih M n I • • r �, • r+r JI "S r � .1f ■ r -DEPARTMENT / PUBUC WORILS 1 M 411Y OF HUNTINGTON BEACH CALIFORNIA 1. ! \, •./r.ri f►..,,ty.M.�,ltllr ,» +�.� �t j1't rtMr ^t t'(•1 '� �'^�"3}., li rCii.S`- 1r �^ tf.y�',. 1.1 ,.trrt, k. rl=. .I�.r kr.f r, � 7r !t't r511C'�,t• f yJt' 1"t + '�ti;`t t ' vl J l j' I f r• 1."1 1 ,�I pt .1 '1 r •r tF • 'rJ-i`, � '� ,� :j ,i ! �','n /fir,�'- f ,�1�:' 1� ` � t :';�l,fl '� `�fr ' r .'"� + � } 1 ; � t . 1� r •�- r. p � .rr 1 yy� I r _ I tr i;r� tt ! }� � '•, 1 � + ,�- F�- 5 f�,.•, rGG !� ,l .1 1•fsJ(f y11 t + ,�i �, 1 x , r `{� 1�1 4�• ry '* w f tF`"# r' •i + t's.E,:' f� }t 3� �rt'S r 17 i'' ** b .� +{k �j � �'• J , ,��xrt �� 'J if iuA� � ArF •+"ire 1 ri �' � `:;wy J" . i. �'! 1 � 1r.3`t-a .•+'t ��.�' s.r �' + + r!'jt ",1,a! 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REV131014 0ATE:_f40V 13,19n5 PLAN . mow.w11 a—'-1-1 r.1.:a..."tyr:I Wv•..wJI d-.... - •.....-r-.1 .._....•..,.. ...+.......,,..Y. ,Y .. ...... _ ...»......�...^..r..+..w.n..N.rv..Mrw.YUYJ.ww.l4f.i iL:A Ws::.R'.L�A+414 i -J VAAIES - " a SEAT EA PO POURED Ada L"II�VEFR�"Q`� ,fir . � .; ^ ; 1 C,I .. ... I � � I 1 1 � I I 1") A Z. 0 i I � f 1 _�•� 1 1 1 �•1 i ' 2"CI�NZE LEN6TIlk- 14 PER PLA MIN. 'ro s �.RM.v�A►N A N �COHT:�ADD'i 8AR5�ta"c1c. TD,1Pl5tOE ECsE,Et7F , . 1"''�4Nii:.E•. MAfiNW.E FRAME-AND COVER •"`""'"`'�: ' AL- MISRA 'Nct?,* 1170,OR .., a A �FC3�t MdJN ..hiE ASP PROVED EQUo L� M!►99 jD wl fN L;TNlS'ISi'CiIIGT:M16dt 8EL1f+En U RM'pRAt1 PII.,UP-4-W464�;D'WAND,SIDE IPILEY5LP .•REl N ibW D.0 , TD AN CUI'StDE D(A` 'd h'K WTLIRIN z 71 COPIE'SECt'ONS ONE=EII�F,,,,TNE`�IN51AE�lJLA:OFT1•IE AVI=A�&E � Y:CbMSTP,IJCT AEINFG9ir.ED i c`+" I ME EC'.FJrtM ODNE 5E':T'ION 51•IAI`T'PER`�ThNLPC �1N oR" 10, n {aMtf WN�N PIPE GavER O 3.I'o; iMMmN ut4MASM4LLERT14AN40"jUs, ('''S t> Lei;tNl►N s1�rs��►ase,E.c�nrrEc�a�oN,� �� 'kr ��.. Ax15`4xsNEw��S, "ccr�STRcx:-rEv PER sm� M• . 4 PLAN0� 0R310. 4.DIMEWSK7N5 F SNALL ee &kG ED ow"rNE s s LP ST MAJN.1L W- I.G. AS FOLLOWS: f11 M ,. { ' QaR!5�ac.�"+Ta ....r...�..�... . "GOF OR LESS s4190'� 7?70 7e _ 1 5.snps-v mONm LAPrmMSr 'IAY.e�Or�rrr�y�R prM 4a ux ISEM04 .P �:. JUNCTION STRUMRE•-TYK "A EFARTMENT Q1+ PUBLIC V�i3FiK3 CITY OF HUNTI NGTi ON BEACH APPROWD: DIR_GT40R 471= PJA5 CALIFORNIA ISMNDARD REVISION DATE: hION. 13,1a75 PLAN :3 tea'...„.. . .....:.L„!!•..r/.s•..,r..-.+......... .......»............._..._...... ._. ..._ .. .. ,.. ... ....._............ ........_..�......�.�.s......-.� .t _�� . A f M ; L7U RPE tX �5iyotc :uH �S r n �� t,TA PEFI 51C�M� J «r t?RAiN Pi=PW �� (COp' 007" MQNL`1 1 r1 , $TA.' PER 510P�4 F'I�DpI 0vwf4 PLUMS muse-, aaAWL wa, I..,Twls sTAa MAY cTu E BE LiSEt�FCRM44ME c�ra kcslole ;A' FnMS!UWW9 4"OK:mD tam sm INLET bl.r-hl1 O r me., MOM DW 11P7t9 iWSWE DMA OF .s NfA4h1, s Z.GaNSTA!k ;.REINFoACED,c.4NC.MAN GAADE AING6 MIN 2.'t� U. S44FT�PER �,.PLAN' A ,gBOq �` FOR M4HlLlNESLL�ciR'.7trtAN 46"'R11E: z smAr.1 d�`C �i'fE l✓D ON PtPs AXIS ..s EGCI=t t'RIG CoNp SEGTIC1i�1 q. AtlD VEg� pEi�t 3iD oMlf ivus;t�PIPS Cpv� ty -r : s. ( R LAW 4 AtL.LL*;�HAt1.8E C.I:ASFa P+ PEs� 'fOO 4 ) :STATE°.SPEGRr..o►TioNs '�h 11ro'oc. AWARS 3�"o c.CO S.DIMENS(Qi F ►LI !' e.4'3ED G►N T 4� LAAO"T AtX?r1..8�1R56"DGTt� MAIN LINE CO.A.S FOL LC WS. �� . . �.. INSIDE POW 0FZoAN90L€• OW !~ 10 10 -44 T1 t `;b � �� 4 �U�h1.o��ikllt:t3!*Cs�'Ghl"t1�INS t "13A 0F.:TWt�Y.�iSFto y y r 1 miff"1• y��':.:{•'. Tii:7VVCrL 42 � W �.Q� _ i ,IYLCLPt. Tb 84� i .. .a► ,Mr DE AQ IRTMENT QP PUBLIC Wgam , •uIyCT�lm STRUT' RE~- TYPE 111!� 8�A� ! aPaaEoC!TYOF HUNTSNGTON t CALIFORNIA . STANDARD �. lmvsION QATE*CN• Is,ICT75 PLAN .•.r,«.r.a.a;..t..,._fst.��,.aw.....as.-rwa,,,._.w«,.�.a,...».._...«..._........»............ •--.....�-.,..,....�...� ,...a w 4 c.r ' MANWOLS, w • rCOVER AWAH r - tNOA-11-10 r- r J APPROVE-D WUAL SEE �-t- 9AP10 r • � r . n 1� l 1 meow r * � r. rl ■• C r • EXCEED Id 6c. r , � w • � � ■ S 1 � 11 ' r r I w BE 6ET 014 •O • r % ' L, / i / r4 r Ir I tprUgDEC7 .0 0. •' � ; r ' r a 1 : • r Y' GITYOF ■ 1 ~• •VE 1 CALIFOr L , , ]STAN J� y, r, ' r f , l ♦ !i r� � r l rr 4 r .I r �',a x t tvl e, o r 1'�7 ti i t `, a r /I /= t*,i 1� /' '{ •' 'tt+ tr< r f 4 tir • k rw yT' f�1 /} t ♦ 1� ' r r ��t" f7C / *7144r r rr r �•{ �{ .. f J-+✓ t�t ' � v LL/y.,f d • �.• r ��, 9 ti �.../' 1 .:{ 4l�rY t S. {n. _. l� 44 � Y � , ¢ *r.. 1 r �S r11T 1J ♦ ; ] I. rr rY ek,rl '. 1 �• i� + ♦3. �.''r Yd,�� } .. r ti;tl f s.1'-�� Jr�]' r .�h .Y I 1 t l �r'. �-r r t `r� 4.�•' 1 �'" t ��✓' � r '.r,f . , J,,.. =yj �`��lll r r. \ ., 'r`►:f .', � ! 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ALL OPE91NOS t0 BE C006r_111170 zISftNG M.N i • � � 5yAl.G 6E �Y•CORt DRII,L,I�J(, - .:': 1 DEPARTMENT OF PUBLIC WORKS 60"ECCENTRIC CONCRETE MANHOLE CITYOF HUNTINGTON BEA(;H APPROVED: Of_�' Syr/ 01Rr_c GF>4 O pIJB 0AK!i vArr G- •�- CALIFORNIA STANDARD 1 REVISION DATC:won2/?•1/78 PLAN riD.312 B L.a TVs• .. .... ... .. .. ... .. .- ._.. I y.. h#h1011pr Pao- �. �. h11N• tRuv� I�ro r�1r• ro♦MIt.I:ocAFOlfor + ' DP of ANC� Fh �1 t E OW PACKJd 114T FOK WqXrVOMATICEW AN P s %, L '_2" yAM� ylxE Ay IIJC�MING 1.111E VIPAI - - 4 WSW" s' CLAF.f� "A"C014cjv E ECAGEMENiT PER 5rAtE .o OF GALIF. vnt*M0. UI10171UR6E=�-DII.vote h OrNEI we yPlrGlP r (K)K rN4uoLF- EPMW ICAMONS SEE STAM&AD PLA14"4309,B*,311,011) +I SEC71ON e DEPARTMENT Of PUBUC WORKS TYPICAL DROP MAN 0,40LE CITY OF HUNTTI NGT ON OMH APPROVED: •4PIPL /�' arR c i u r i e CALIFOR STANDARD1( LREVIBION DATE. NaJ. ZI,14-15 N f • '-L�CMPNOI.��iM��GOYS`A6�1�MDR�4 . 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'h V.C.P. t 4"VGP r-OR SINGLE H SIT EdcoN NEc-rioN to VCP FM QMIBM 1� 1 d _ a _ CLA55'"AM47t3C_ ..� it B •� � COKE vMl fog 017OLE ii q �".... �IF XI MAINUNt"T._.•�I. - eI . ..-.....•.....,.t,,.....� r"► V.C-R "1 EE - VAR. ` M - SECT ION A-A E LEVAT ION . I. JOINTS TO BE CONSTRUCTED Wn-14 WEACEWCK OR APPROVED EQUAL. SEM MAIN.47 ` 2. W59AL 19W ► Ito 6UIM95Y --To oti oor l w wosix wr P�i;LOW GRADE. SECT Iota I DEPARTMENT OF PUBLIC WORKS SEWER C14IMNEY PRE � GITYOF HUNTINGTON BEACH APPROVED:--- .�G� �_____�'� r� Diu c oa Puri wac v vA i CALIFORNIA REvlsiort DATE4In/75 �, STAMIARD 7 PLAN f4 31� i i �I i I Uri }} I. I/ f ' . i /' MI r WOOL / ` / / A i // / . T PLAN OF LR&M, �■ Iw ■ � * �r1: * � r � pia " • ' • •� r 1•■ ■'� J TOP ,M r. . PLAN OF OV • t • ! ' I f -W Wflj=?jjjg" kirp- CALIFORNIA )CITY OF HUNTINGTON BEACH 1 CIA. A 0 07t 7L .1cr 7 ;9 11" kt A-4012 ,� M 12". 'i" I V ID" r1 A-4C" HOLE I 1.'III CNff IkW UM SNW"M1P0"WrrM ��, �' • A.IXK A-40 CLASS DO. yb x KXIMED SLOT 2.MAWS of CM11;M 10 W MAC..11 W FACED. a CAITWS AMM LT P�Mltfi:Cfmo.TWICE IN Lida• ! riAc;M1S 4.FIUV l:R G15K T 10 CE 9WPREW,-45 SHORE. 1 . E "0' r WML 2. f We C .ML"Wall AL e ! a ! 11 1 M /] , tiw'�rlff>:luelvElt arm � L��ETOF EL�1011J '� 1. �WA _...,....._. f . � r , ' vMX facet' S = ,; N �e • � r B)A%WAG9m -' BptaeB COMA Rk PLAN VIEW AV.10.6ff yt0 nAN 319 I✓Dd CONS-OW. • -DEPA6tTMEW OE PUOPC WQRU STANDARD TRAP CAST I M GITYOF HUNTING TON BEACH APPROVED: vr c �w v� ao CALIFORNIA REV1910M DOE:NOV 25 IC175 STANDARD9 IPLAM 'SI8 . Y TW CASTING C. Ih er PIPS g'rRl3CSTFR ►�TUqM SIbNEf� _1� SEE grD.SS a '! R TRAP CAWi is rL,DWIM s TF�APµ14D SEE WO 3iBLid YCX �.,�` St�iF - "liE�bW CEr1hJi7MCittTAR � r Y 7m PLA-§M- E TRAP BASE gTIoN`f y INLET �TBAP_�Ihf1 1 CHA `OF:"TRAP6r6E A SA!<Nfr^RY SEWER j "A: --a . G PIA. �D D R' 9T'RUCrt1R+E liv I!_ 4 W 4 '12~ b � TRW CAMrs A s� - X s CC= - 1 _ A L V19EM A TRAP IS MECESSAW IN AN EXISTI lib srRUCRIRE, B;kr--AK oUT CotkRe[E AND StiEIF caaTR1CT NEW eAse. 2FM 404UO -NOMS AND CCN5TPV TICN DEIAlLS CF tWOkU, SEE S-M.B09 MPAS SfD F�L.AM NtODf>r7EDTD i PLAfiLDOU'B,F-RA BASE DEPAM1.40 T Qa~ PUBUC WQiRa8 STANDARD TRAP MANWLE BA E CITY OF HUNTIloGTON BEACH APPROVED: JrJr � cna �aR�- u 0 CALIFORNIA LRE-219 ION Dar;,:Nov. � ,t�5 STANDA.9 PLAN N .. L 4 "L.ocIM SEWRt WM A 1 WHIGid "S C411rSC-L.'ED 44 IM GFCUFM WNERM 7NE L.ATER41- c114)9 s LMEq 1M CLM. 1NHEgE NO CURB EXIT•OR VA4M A THE LATow- smos doR moFF-wsoc OFCLIAB;FLpr-r= DR", WIRE AND Va AS 614OWI4, VA R IA&E t 1 - PF�7f'ER7Y'Uhl . Y.C.P. WYE OR TME MI IT of 1 I/D AND V16 BENDS g AS AEG' UIRED. �GIV*U OR SANG 01:00196, ,��,• TO S "NSUNE OF WO--- AND 1.0 REEi' EAC14 SIDE OF LPL. NOT 1. WHERE V.C.P. WYE oR IM IS IN57ALL BD W rn4c fT HOUSE LATERAL,A V.C. PLL19 OR NEOPRENE SToPPER 31-U+LL5E INSTALLED. Z. THE L.ATEFAL 5R&L BE PEMED-r #E SAME AS TN P WN LINE. SEWER. 3. LATERAL SMe AS APPROVED BY THE CI7Y OF L-JM1T1NG70N BEACH. 4- A5.OUILT SEWER LATERAL LOCATIONS SHALL 8E FURNISHCO ro Mg CITY105mcTOR .Ohl FoaMS P90VI171 0 PRIOR To FINAL APPRv1/At- Of WORK. 5. AT ALI, Orgg MAIN X-INo* gorgic ro no MUl11C1 PAL WArrx Pon yP.ECIAL COP- I1 tLy 0 DgPARTLIENT of EUDUc gBVL TYPICAL. SEWER LATERAL GITYOF HUNrI NQTON BAH rPPRoVED: � o T r CALIFORNIA s{�vI�IOM OmrE. rfe��.z I�'76 _ P ANRDARD - 2A 11.,� 30 ��"A"CONCRerE F.NCMEMEW Mo rrr v► • Fe •� ; �. • �- � :.: ,'�•�' .• .`s: � i;� � ......... P , �� • •, � j I-air �..�,'�r •`' VIff :).... .w� /. ../ate. .. �„ r. •.'• �„ .. .�.,. �• �. _ c�KAM WELD Cs >tBANDED RUSH CCU ram, ELEVATION WYE SECTION A—A . •7 •f: /1 A'r_FM Fr MINIMUM 5194*- 1/e WEND }f ?t ,•;.:: • ':. 5" 48'MrA caV69 A f PROPER f>'LINE. 1 , rl I.) (01 MIN hAvo 09 Of 060910 ••. 1 �'• 2) tiANo �AGKt=Il.l- fo �'A�oVt= PILE. 1r� CEFW11G WELD CA fc" a�oED RusMACc.JPL1 A► t -- ELEVATION THF; - . . .._..�: DEPARTMENT OF PUBLIC WORKS CUT IN VYYE URTEE VONNE + CITY OF HUNTI NGTON BEACH APPROVED: L"•' CALIFORNIA REVISION DATE. VW78 STANDARD PLAN N0.�21 • • , r • ww�rwrarr�Mtrrrria.+w.wnr��M.+.r.a.�+MM.+rrrar rww+r+u•. - mEBmgN Tmsl±col.lAR:wy a oK rtr a yA r nc- ow po r, ''�►' BE ENCASED IN aMCPaTe- TAP"IDOEMAI7 a AF'F�i/l# At0FJ:XNT Eh 1:2''. F.r r 1�1I)EMCFENN9 WMA CIAO , C0W-PM.E. `k A _ ram+ �� '� ,•�.ry •JIw;p w•i►rn Y••.w•4.T...� •,•r,••1/•F'F•••rrw•i.M•M•l.7fC.AT�`/#r � { ,+tom •1�.F//// •• • a r. r F..MC'ASEM ', f 1 ELEXATIV ,_ SECTION A-A " NM: SADDLE MINEMOWS %IALL NOT M MADF-705F-WEPb 31, _LAF*ER TITAN 240I.D DIAME rA A B C. 1 0 A 2112. 11/2 012 a1 t'fi 9 I COLLAR TEE SADDLE � �: s: .ram. . .... .. • . .. .. ..... ._ _._.... .._. --•--- COLLAK WYE SADDLE L'THE 5EWER LINE 514ALL BE scosEDTOTNE AppROXIMATE. SPAPEOFTI•IE COLLAR WYE OR7EEFrMNS.TNE CONTRdCrOK SHALL EITWER CUTA NEI�,"OPENINCiWRNACJPCUW CCK&MIC 54WOF doll 'I DIAMETERS,Ott MAKE AemALL, gm NOT IAFL'ERTI.IAI'J ONE•IWA IN DIAIAMPi, INTHE APPRAXIMAIF-CENTER OFTHES RED AREA 1N17H A RoIntTF.. I I-,51MILAR-T0 AMA50N'S P" DRCuIPWM4AC1415EL�.5t4DRTIAtJPLE,HANDwELDMMMFRIN A SPIRW `aJ FASHICxJ -To-mg 500RED LINE. i Z.THE COWFACTOR 5l1ALL.S6CURE'TUE COLAR WYE OR'TEE6ADMZ7DTWE6VVEA W1TN AN EfC»C't' ' RE51N, FRnVIDED BY 1 HE PI PEMANUFry►MRER & . THE tv'7Fi E COACTOR MALL ENCASE T NCASNES�IDDLE CONNECTION W N CLAr*5'A"CDt4CPEM APT THE CONNECT 15APPFCh-D 5`("rHE C:1T^(OF HUNTItJ TOtJWa6CJ47DTNEUMt151tbUMED .4.THE CONTRACTOR WALL KEEP ALL CLOY C141PS,01AT,EPDXYi mcyxrA•R AND GOkc.RETE � ► OUT OF T1•IE SEWER SAODL•ED,AND 5tW-.L PER;0PJl ACLEMIt9#, 5AWNG C)F:- IE FEAC.y SADDLED IF DIRECTED To Do 50 SY THEE CITY It45PEGT0P,- .5.714E CO MA 51 AU-REPAIP�CAR REPLACE AW 0*46�D PIPE AS DIFZECMD 13Y T14 CITY I F15PEC"T'OR. ra•SADDLF_ CoNN�rlot •T05EWER�(2".171A,M�i�R.OR.IASER..5E-4b.L1„-�E�a0t�1�_; .. BY CORE 0PiLL� DEPARTMENT-OF PUSUC WORM SADDLE CONNECTION CITY OF HUNTI NGTON BEACH APPROVED=_ ,/��`'.�.��'->-� _ DfREGTOFR fJF rumAr. to v/aTr-_ CALIFORNIA REVISION DATE: 4110170 STANDARD PLAN NO. 322 VIT91FIED UAY PIPE DWPI146 - • w . . .• '.rah,.'; .� f b�D 'ING P: EWA4 05C&1r' OF C' 00 EO 5 11�J�.At1 4M MA6, M agAwAnap Bt 4,1 f OR ohoo At) yPEG1t+190 Fog •�:� i .•A✓. . - ✓. ��100� P 'Sy1 Nf! • �i!•• '• ..t '--'a .�...�r.":i�..r 'ra....•.;f" �� ,'• ,'„•. .. iJ�r� �• �PA551NG i 13AGKFI�1• A5 4sP66IPl917 �: �.• TOP,OF EEDD.lNG� B alb SHEETING �� a,• 3 • .. ,3 i 2°MIN Ci.EAPANCE'ia _. , :,.. . . ......_. ..._. BF L Opt CALLIA � ..,•,; BEDDING pBu •Y.• •.i •. .•�{ I ulJl� • � . ism= ._....._, .....�..,............,,,,.� BEI:121NG "Alt THE D15TANCE°W"MEAeupw A r A PISTANCE IZ"ABONE THE TOP OFTWE P E (INCLUVES THICKNESS OF ANY SHEETING)) 5HAL.L:��NOT BE LESS THAN �";(z)NUT eECREATER . 'fl-W t2��wNERETNECOVER 19 LE55 -TWA W;(3)NOT BEGRF�+7ER ., TITAN s HEREM-IE COVER IsE TER 8. 6500I NG"15*eP O I.l. O� COM PMO Of WAN 0110 of r05 FoLLowl tJ& G9AvAt100 09 e;,V f 13AC KPI I.I. MA f 4 A rf'90 7 3Y v1i`1=Grof-of P OW6 W090,, SANv 9001 VA LI=N r 3o oR ogrA re f. 75-IO0 PASSING No 4 _ DEPARTMENT OF PUSUC WORKS V I TK I M P Wy Pl r' WON& b�r�►I L CITY OF HUNTI NGTON BEACH APPROYFD:_.. ala�c cz- u n CALIFORNIA STANDARD � REVISION DATE �'�2U�73.__ 323 PLAN NO. r 114 FoKVP e P CONCKV� MM 6600IH6 �� ; DI NEN510N . �W W=6 FJR w DIAME t`ER M LESS W-v IO" FOR 6340 019'DIA►M ETER W-12" FOR We"WAMETER OR IAP X-R B4CKFILL AS ISPECIFLED T0P CP t3EyDItJC'B° vie sr :• SEt3C3thIC� n8 SPRING LINE GRuhNl:o Poc1c c�ttAnAttott ' �: '�► ;: 0.5 O.o •,:'� �1, PAS NG t:t,•:: (MIN) _Z.. • ,,•' hIGV� yIZE ylEVl;h tare 0-to r E3EDptlq6 aA" No 4 0- EXCAVA-nON TOT91S LINB PERMn EIS A01'M 61N r5of oghvit1G-0 r� • 9EGDING'A'yNALI. 6E COMPOhEDOF yANDthAND Eat1lVAI.EtJf NOf 6�yti fflJ►M �o)oR 6f0696D 9W(Off 69ADAI'100). 1 • Ot:DDIFIG•b"hHA6L BE GOMPOhtD OF hAND(yANO t:lIUIVALlitlt PF rlof l.E�i rNAN 30) • ol: orNoR GAANUI•AR Of 691AL.APt'9oYGO 6Y W vigmOR of Doom Wofx-• Alin GALL 05 COMPA6f 00 r0 A 95W WE 6oMPA6rioN ,9F Nor Lt:l rNAp 90%. ,pIF—An-TUE T or~ PUBLJ9 w K REINFORGED CONCRETE PIPE WOW& 06fM CI TY OF HLWI NGTON BMH Appnovk'.ra: ..! . , CALIFORNIA nEvaton �a.� v FFB. G , I q"Il�, s ANDAAD �,� � �4 fz EXISMWG CPA)WEL ULTIMATE GuAWNEL• + cm GromRoums r MIN. I MAX. ! . � 2 MAX.{4 ' 3: �.i/I�VYI I v!'w�Ti.71I� t INLET ti� •�. i jr _PLAN STATION :I) ALL WORK sKALL COWORM TO TTAF- ex. it ELEV. .LATEST"AOC7PTED SPECIFICATIONS OF THE"CTIY OF Itt1N NGTO14 BMW.- 0 -- _ _ ' 'C17Y'OF-ICU TIi4610N BEACH PUBLIC, 02 1MCim qmT: SMALL gm NCTIFIEO 24•. t,.tEVL q MOURS PRIOR'TO ANY WI'W wmttld c TYPE It CLASS OF PIPE u n n CONDUIT cvTY R/W. 9� PL.AWFOR UXW DAM OR Wi-tom t YO CONTWL C46ML FLOW oURINGi ' CoNSr: MST 6E APPROVEP 9W"Ft.CF PUBLIC VAMS PRIOR TO START* OF 00t3S3TPUC'I 10K. z EO PARTIuE_ NT P PUBUC WORIZS_ INTERIM G ELS INLM CROSS INGS C"TY OF HUNTI NCTON BEACH APPaovED: �jp �• C?IR C G7F UL. FlKS C�ATF d CALIFORNIA REVISION DATE: ZG ,I q'h stl4NUARp PLAN . 3-� .•f........ vs..a.+........._,.........b........................_..... ., .. ,..k .._.._.........,._...._... .—.....,.».�.................�.... --..a.F„Y.a':1eaL.43 i 3 3` s i NQTE "'•� W V(FLf r FROMWALL'REAR ENDWALL5 _ OF TO N1 STEEL fF - - 1•TQP SLAB REtNFORGENIENT: , O G t3. Rat Ntt1 i10R1Z '/tsKL EAGN.WA v TO?SLAG 5rL t FOR PerAILINO OF RE0111RE0 STEM.SES CArCr ' BASIP SrASIPAR0 PLANS. a . - 5EE NarE t ] E ; � � . r07' 4 6 3a6. 3�6' 3� •� 6' � T .,:. t 4 2.WALVA140FL0{1R'REINFORCEMEtjr. 1 ro7' a 8- 8 '4012"40I ¢• a 12' t'L.L' r;I E rND1GArEO,REtNFORLIUG Sr.EVAFPLt> n rO7' B 12 10`4�10�'4�1a' 4 .0 to- >; T TO 6AUR DA5114 5rANc;,RD PLA9140-�301; Z 14: 4 fi. 306''3dDb' 3 b' -2�1. 302,€303.ALL GArt:D vAswS coosmucM.=,. ' '¢ 1�1: 8 a '4�tr'�-�t2. , 4 t2' 2'�t + DN 5-REErs OE'5rl&NATEO AS SrArE ywfs. ---'� St1ALL INCLUOE`T14E RE114FORGtNG ST'='� `T 14 8 10 10 '4ag•'.:0M ' 4 tO' ;^i--- •.- ,�.�T-,-�,—{• SNOWht Ot�ru15 ORA:t'1r�G,. �. G) a 14' 10 I2 10 '•�•�o 04c2 ' 4 v 10 L'---- t CATCH BAstNS 609ST91JCTEO OgSrt;EET- r Nor 0ESt(v}1Arvv AS SrArE r+t611wAYS t3NOV 17RE FOLLOW1146 C09011`109S 0...1te:E 0 WALE AI40 FLOOR STEEL - 5EGTION I WALL( FLOOR 5r tEtr L ImiNFogiEot:'r. � ,- CATCP BASIN REINFORCEMENT—W..TO.Ik (INCL.) t�aSlls QPEu1I�G(w}: ► N DEPru1'v) r0 7 FEEr.(M41.4 to FEETOR.'MORE CD 7 TO 14 FCEr(INCL) 7 FEE-r.GR:MORE 4: a 14 TO 21 FEET00C.L.) 6 FE:rOR M010E 1� V i FROMr WALL END WALL Topsuabs 1 sasorEt-, OVtrR 2t t=EE]' ALL REAR WALL. STEEL. ' i STEEL 5TREET 3�zFNE ITAL . 1 FRort io'1IIN) BARS A43 BARS BARS 0 BARS E ROM7,4VERI v� 26 SrIEELREIHFORC -MENrSNALLBE. ; aEsE A1ot5,srEELTO:ONCRErtE SURFACE' m Mom. 4 (a 3 a 24' `3 a 12" '4 a 2•s. r 3 0� r8' '��I" -•2'GL tZ' END LLE MRAl1G=,S�ALI.3'c i>;.'rtA1Lc; -'i 14] 8 3 20- '3 a 1"- i4 0 24' '3 o 14t.` y MRkt � B=RS D-- � , 3DPR; TYFE tNVERT SROWN BY OwSuEDUPENn5 12 G 8 '3 m IS- ;?,a10ji `4� Z•�' �3 .0 14' i x,'t 1r ten. BA95C X2Ct p1? 1511zit NEDTOEI1D�VnL OFA p 6 7 8 '4 a) 17' '3 099t' '4 a7 Z4 `3 0 14'" � i� IL M _-11I f i-. GATL�81;5ts1.FOR i utE D>SlG14OFt,�TLr1 p +'• � 7 6 ty 14 13 13• '3•�6^i *rr a 24' 03 a.14' j �• , L t3r�btNS t'!tr1r A V•OEPro cf t_E01-N&r ' _ 8 9 !to ••� A r5' *3a7 -- •4'd DLO" •-3 s7:it" 3'GRT; i---�= # ,: ' ` 5E`ruc'R:011tiz=D SII�L�CTt:Rrt?La1 p — ' ARS N?»5ARS MAY 5C Il5c019 W 6:J OF m m z 9 10 !O `4 i V • a rz' -- . '4-a%0' *3 s? 11' a24• N+ 3 BARS a5 Fot.LOwS: 1 �, to tr tO 'S a 15" 4 ,011- 4-0Is'1 3 d I)- SECTION 21 I �` 7p rA13LEot E ra$LE� , rtZ !t JZ t0 t: .:l t3" •� 9• 4 a r3' 3 v 1t VALUE.iALrcRNATc VALUE A,.tcr~C�tATE; d j x,(Vir)•(L.F+;;t4%) Y•( "' )-15i 01A.-2' Mi ' o WAL.L AN FQ LODR_, �T� EE�� •3 � 2- 14- 40:.. 10� '3 .-�<12'-I" m , 4 '3 ab '4... e7%t2' "3 4 14":. �Y:< O V. - L_ATO 6ASINrRI:INFORGEM!`NP--w-t2REArFg TUat�! r4 .3 �,,�- .4 �.:1Q• +3 �:113'I*� - �.�f 3 agY2-Ed ©. ,lb' '3:..d.2D.' '•!•:' d. 24 c7 .t$" +3. W:'Z- ' Cfa..a ,r• �. . r 4 Lr`��`a V(FT.) FLoor�5lDt f.=.�,. :,� ,�. '3 +011' '4: 'v:<,15 �Y ,�n D d� 1. eazic To r WALL STE_L ,..t. j t �' FROM (1NCLJ .; DARS'G •�1 -L'CL �__ i n 4OARS 'f; 3 D .. t Z LL- i o O s r � �z !8A$G- ,-BARS 6 ` 'ZOO. :-4 8 $ 64k .69'(o: D :� :, . .. .,. �v :� FtOORI�E1N 'DRI �NT '} 8" 12 Ia *5 'm. �; ;� -�_._ <rCT,InkIt-0� FiscoATlflr 3 •-Ds sb ai Ate,., r+......y., . 0 WA"I 1• .. M..�Y/1.f•"fr.r•M�F"r •r.w./.r�+�M.t�M.r.'Y w 2r 41.' b OW4 I. A GONGRErE COLLAR 15 REo.v. ws;aRE rNE GNAN6F. 1rIB' _1.0 d 5": IN.GRADE: C;KCEE05'o.IOFr pER Fr. 2. WERE,PIPE 6,00IFFERI Nr DIAmEr WS ARE 4 • .s• ►o- JOINFO WITO A�'CMRM COLLAK,L AtJv r SNAG 6t: rNo5E o>; rile LARD EK PIPE. Os 17,09 171, 1 ' WUICIIEVER 15 L 915W R. s6" L7s' II' 3. FOR PIPE l.'ARGER TPAN OW A 5PECIAL COLLAR OErAIL Ih Rlra'v. 4 FOR PIPE SIxE NUr worro m NEi'r SIZE LAgw 5. o.Mlr 9I:INFORGIN6r ON PIPEh 24"AID L-00 IN 01AMEM A9009 ALL PIPES WUERE A1,161.E A15 I LESy YUAN I0: MIERE 90009006)5 REab, ruE t71AMErfK0F { ►- r{..- , -. /� rIIE CI RC LE hio ONALL DE 0+.(2)e WALL TUICK001 7. W1.10 005 EOUA„ TO 09 1.E55 MAO Oo J0111 INVER0 4 i •r AIJ0 W96II 0j I5&REA rER TITAN 0Z,J'11N Sot?FI f6. 8 PIPE MAY BE'LORRUGArr:D METAL PIPE,Go1Jc rE go PIPE,REIIIFORCE0 CONCRETE PIPE,0R A,6E5r05 NErroRtiXlST CEMENT PIPE. r PIPE 9. NOr To 6E U6E0 FOR A SIZE 69AME 09 THE MA111W;1E N O�Exi r. 10. M 560-6-3250 6011CRE rE. 10 .;,. 4 --3*4 CIRCULAR TIES +4 012, i I COLLAK . WORK TMENT f pJBUC DEPARTMENT 0 CONCRETE HUNTINGTON BEACH APPROVED: •-```'.•' •_r�: . -, i,.��... crsFf r, F; 7F�PUBLIG WOMY6 DA'rt-- CALIFORNIA REVISION DATE: 3/(o/78_ STANDARD PLAN 140. 327j r•(..1'::s.:.,"s,'r._. `'..ar n.'...e.:......t••._. _.....,, .«.'i.+.. r.'`..�........��.+"-._..•,.. .-. .J ..•..�..,..._.- ,:......................�........a.. .tw..G.K.h+wiaa:..77Y.w'.:a.{,r w►.a:Lrt?tt/b+"' • y . .,. .........�. ,..._..._..»... . . ,. . .� - . . ..mow � KtINFORtED CoNGREfE 09 C.M P CEMENT MORTAR ' ' a •�-" <�-lliMlt Off WE6 � Si 11DfJ ' o • i A I�ixrl t'f ;� �Y SEE hArt '� MOM Uuggy-- { �- •. STATION PIPE 6EDDIII6 - PLAN U9015109M Wry �1 -CASE SECTION A-A n 0. 1 Gov. 9EINFORCEO CONCRETE -- -- BACKRU MIN. [` P 7d. `"' INLEf WOCTURE �• M�xJ '' CONLREfB � � `` E►tGABEMENr PIPE PEPOING — •-- � SEGTIDN 0-8 + fe-LS E-2 NOTES I. ALL CORRUGATED PIPE A'0'FIi'h966 5HALL BE GALVANIZED. 2. ANGLE kAAL1 OE."ONOW0 ON PLANS A00 60ALL DE BETIMN 45'bNO 90'A09 69ALL' DE WOR LE55. 3, IN NO CA59'611A[L ME OUT51DE DIAMETER OF THE INLEr PIPE EMCEED OK-HALF TYE I1161DE OIAMFr5R OF THE A40 5T09M ORAIFI. 4• IF ANGLE D 15 45 M6990 09 LF5y,05E LASE I,IF ANGLE 615 GREATER rIIAN45;U6E CAyE ?. 5. GENTEK LIPEOFINLEMALL DE ON RA01U5 OF MAIN OTORN! DRAIN EXcl:Pr Ivywr: EtEvArtaN 5 15 OWN ON PROJECT DRAWINGS. } 6, tllE OPENIU6 INTO THE 0110roPM (WAIN OUALL a THE DI1rtim DIAMETER of rtrE INLEr PIPS PLUG I' MINIMUM.09 3'MAXIt4UM. D PaRTMENT OF PU©UC WORKS J U N C TI ON 5 F R U'C T URF r YP G I CI TY OF HUNTINGTON 13EACH APPROVED: •' �`'�.,- ...,r��,. aiaEcToR aF P uc woar�5 oa-rG CALIFORNIA gEVISION DATE: STANDARD. itIN I oilAN No. 328 ...•,rwutK'S.+.sa7F7•'J+i .•a.f��:.%'M'cdlh+s.•��. •I 044 GoLoA r -raxTum of ekb'CCK AIS APPIOVED •;, (�Y PLANN1f4G DEPAFLTMENr C4•PhF 11C� A PILA15TF-RS M10'-a"0C.MAY• may} �' 1 •• • • •• e t op -ter,, I � i '+4c�.. .�.• j s p, ! �yNNyy�]1• s, r .l i..• ,'" •.' '`. , •"T,• w• 'r° I r. .-�- ♦ � I j,.� N�♦ �.r1 r 4 • �M..,: . •.,N.�r..•• •� �. • .i^11�v.Y ��' !`.1 N EAWY DUTY WALL M E491 iE2 x.. _ IkaLIBL e3/1a ow.-JITUNNI117. rr�w ' 4�c I I Az 1 2. on oo- 1 •t• All 10 •� !' t•, 77 55 A CON GRe w {r 0" "r~ F° �� FaAR i, '' �I'?0;._G.�,3 Z50 ;,_ a ^' y -r '�-`_... w � �� ,,• �•a y 4- BARS s Q 2-8'0c• MaX. TYP, EXPAWWW J01Nr I: SEC[!!ow �QNuA+ o ELEVATION P&4" MAX 0PA61N& I.p5ADe"BEv JOiNry 0IIALLDE1/6 rYvicAL. 10 p00R=i;ecTANc-�E� M gw J011•Iro IV rigor Coam MAY f;E wFrop5O ^:fir. �56bK 12 g$OR EQLAL RecrMrsaa zmOF'r�wtfl'I'X,rJRtrssitALL6E Na LPA,4eA-r6LAN I:3. ;•j'�;: ' J�GRCUTING REQUIRED IN ALL CEL LS WM4 STEEL 0� AND IN FIRE' r COUR5S Cr- BLOCK. S�CrION SECTION 41.51..1illic STEEL•,CL1 A"A''A CE.IN WALL AND Z,O"MIN• --CLeobp-A 1 �IN FOOrT". 15LLAP ALL REINFOACING bT�EL MIM,oF¢p E�AFiDL4Ni, 6INSPECTION REQUIRED FORAUrGROUTING. .. .. . . ., .�, ,.._�. .. . _ . ..._ ..�,... ' '1.FFA GMVEL C NOUTING SuAL.L SE USED FOP,AI.-L.c-;;oL mw,-)• + UEf'ARTt.I ENT OF PUBLIC WORD 6II MASONRY BLOCK WALL I CITY OF HUNTINGTON BEAC14 APPROVED: 41fe' U WdFiKS R CALIFORNIA STAP)D�ARD G REVISION OATfc• 3/(y/7,� PLAN N COLOR TEX'C41P4E.CJF� CK AS: �" -011 n rr N rr ROVED BY PLaNNIWG � •.Ape car. � aaR -;_. . .. o, •. � S�C`r'IDN � E� ' t ► r 'i GAP 01.t�GK� PILASTERS @ ID'-8" D:G. ry, z' t'1. ,, :• •3 t ;;1• :f.• ... .,. f •:. L',t•. G : �.'�" r,S T�N ••.► ••tip ♦ w ,�•!.� f: . +rw►N►.�rr•� w•w�Ir .w/ » w1.r• r+ trr•♦-rrr :Ipe•�.•.Rvwlr �wrwwsxs a twwArr �• / � � 0 oil 't _ 1.40W Co Wlocuet��L.qrt�t ,rA(J-W71 goo" I M PA 4�• 5 UM �q tO('/r.C'J,� �' d �� W. /41 ,F . ••1.•.-.tom.,... .� ..... ...r. .. � .,... �........... Iwr ... �.+ .n .. rs 0. SE AAA �► �4 BAKti a 2-� 06.rrah. GNP �_XpA+t\ISl N JOIN r J b4s M AX.�PAGfN' }: I.uE 0 A OED Vow t5 opm ' rrP gw Moro to rigor � cvuRtil; MaY DIi:� rop N• Fiwo ears Z11,ORTAR MIXTURE 5; A1LBENO LEANF-R'"fUAN 1,.5. GtxOIJT .A. S. ,IREQURED IN ALL CELLS WIT STEEL.AN ING D I1.1lFI R5T',COA85F-'4 OF B")CK's tt 4.1.V MINIMUMTSTSELCLtsARANCEINWALLAND 2.0"MI�l. I S EL CLEAI�A14CE IN?FOOTING. 4� r � & AP ALL REINMPCING�STEEL MtN.of 8A1 t�lA. _�•►-- a . 6.IN5PEGTIONREQUIRED F;bs ALL GPOU iP •.. PFa •G1 --LGaourlNd.sLLaE usEr gEGTION r. -G" 6.CLASS A' CONCRETE TOM USED PER frATE eMOFICmom b►T1C?t�lS. DEPARTMENT OF PUBLIC WORK Y • E GITY OF HUNTINGTON BEAC14 APPROVED._._____ 51RECT�R t7F UBL1G G7i'tK5 OATE- w"•• -•`.• : :. _.,CALIFORNIA REVISION QATE*-�(a/ 78 STANDARD AC 1 PLAN NO.� 1 I I 1 2"MORTAR CAP WITH B014M OR I+QUAL. i WEAJYDLtT1( WALL. MESU 6S• fo"xaN,Igo"SLICK OR (,SEE W Trz q.) e OMIT I. W JOINT IN FIRST COAPSe 52"0.0. 00 N "'�' SERVICE N N . 15" STRUCTURAL SEMON are ec amfWELL • ilT=1=4O.G. ID r% OftWL ld 4'09 WJE5 CM5 4 GUTTER 2' PLAN ARTERIAL 1AI GNWAY TAM V*.L. .Toee LEVEL • SERVICE I WAY Ole MAX Slam TYPICAL SECTION • I. MAXIMUM 5PACING BETWEEN EXPAN610M JOINTS G o Z.MORTAR:,,M1x NO LEANER THAN 0.15. 3 C Rbi)tlNC R6QUTAEA IN ALL CELLS 'WITH,STEEL 4.INSPEGT. 1'0"�REQ'IJAW� FOR ALL GROUtINca. S.PFA a AVEL e7p;oLJTlNC-t ,,-)WALL M FeQUIRED FOR ALL GP�7U"1"ING. G.+.2 "SGX:"TREE AND Z'-6".X4r O"wELL.To F3E CoN5TRuCrr-U eo Io0'C7 G. SEE'STANDARO Qt.W 4*704. -7.OMIT MORTAR CAP IFf-iuu l-SC04:kED CAP BLOCK IS USEp FOP,1OPC4APrzr--. e.YARIATIoNS IM"TYpicA .. SwTIOh1 oR cesi N MUST 5E Sl.IBMYRED FCWk MOR AFPA., 9.coWwt. "6Ex ruRE ©F eL=K AS ApPRoVED LAY PLANNING DEPJL4TIr1ENT QF PUBLIC WORKS 4A0 MA" 1IOUFMSMEE9D.MED. CI TY OF HUNTINGTON REACH APPRovEu: CALIFORNIA REVISION DATE:DEC.4,19'75 STANDARD r� PLAN t4g.' -w...aa-r.: .........,w.+,. ....-......�_.........._ .. ._... ...._._.._.-. -_.-..... ......._ ... -.. _ .. .,. ...,...._........._ .. .......... � +.....� �,. .Ili,...:�.i,;.:,?..'iL...:✓ni.«.i.3:+.i;j pr o�cc��n AS MM M CA WVMX P A e� x* Cpm 1m tA-tx3G w/ ?-*4vmr mas emmwoaD \2=4"INM RETAINM WALL 2-DOL15LE 6 OoLros A 2 MESH 5-W ea!Or..VEar.c:FNTEP90114 WALL w1• 4 51MWALK !'► ,� ,� t ,• i XVX10WOCK 5 h i.• VCRt• '}P!!R7l�5t„E "E „ �i • %q°MO►�, % COAfl o CLAS!PV,'CnW-AM -STA Te - IZ'k6'S(I�'13L( TR :;VE "a']E•F.L F�ERT�M A`'1'AA6) _ Z.U.R. �CL7NT.3�EB.PEf�'17481E("�'i LOWER CONr 10a11 PFJNTABM obm) wtrrnt of epee SEE SIANDAtD PLAN _ PERTAdIE i FOR TA P— w NOtE�: I. Foonw, t0 DE WIrNIN POKIC R/y/ 10 ALL CA595 2. PWFU OI=,POOPMV ToP Of PW fI NG,PA C K O WaLI',0W. 10 GRAM ray WALL,A NC fDP os~ a 3. f01: w�wAvJ�tE�tJi ro�l~Nv�ZAP� pf;��y IN QUe�Ic �lW,I'oPoFFovfif� yW�t-� e��-o'e�t•ow �INlhul"VrslcAvl;. .. DEPARTMENT Qf PuPUC WORKS CQ TY OF MUWINGT(M W.ACH APPRwEO_ .L. i vtR G FS CALIFORM STAND;j4O& REVI810N DATE:DEG_.4,1a'15 P ,AN 3 6/lY:*tir.V.{MY`rLi•►w.►.MN"+rVW+n.�.r.w+av�wnf,r.wu..._ ...+�-�-..........�..�.u-......-w.r ..•.....a... ...._..-r—.�.. ._..��w ._ A. i �Pcvuq� r'11rrlMurrl ,^ 63� ,�0.G.V GEMT IN WALL. �0 w� 4 In M �2'MDlLt�I� s xe X log, mock J- VERTICALSTEes1..PER C`EkW6) CI "Al cot4cpzm PER er^•+'E 5PEGFK ArmP h6 LZ L •y 4 1% am PFA r� ri PER•t3�fi.�. C !' L"+ I—WID-714 OF846F. PER -S-Mp4abAD PLAN4408 �M TjA5LE. I. FDA WAIL A'WACO(f0 W09CK hK5A.619 PUBLIC 91W TOP OF FAK106,*Nhtt ft -Z o'tVWW FI9100690-f 2 WortoG 1 fD d ,wltNlo Woo K/w IN Al'. Ghoo 6..P.Kofiq op PROPnovb t0�of FGbf1N�,SACK ot:WpW-,ON-SIT 6RAm o wAw- hoo rap yr DEPARTMENT gf P BUC-M AKA I.L'6rCfiiM .CA EjI' D( � CITYOF HUNTINGTON KACH A'*PROVED: r D!R G Pk*a PA •&. CrA►LIFOR STANDARD IREVNION DATE•D�C•S�f�t'75 PLA I'd a. YM..r{IM.Lww�Jt.ifJ11e M11Vb. A .•'1` 1 ;.d� � BASE ' DESI1.,•N ' i/ • .+.M J,3"J'ht 1. TorAlwl•DTN -CASE Z SASE CASE,- IZa;; MINIMUM MINIMt" CANT . UND£�tF�WT.EAR79 EXPOSED E5A5e RCQUTAW i�JUtP1£D ST-OL' 51L.RET O WND . Bit3CK `� - DEPT1a BASE c�A'a�a c e► ) c OF Y NfCN CFe .,. 2'-4" NONE NONE NONE O'S NONE 8" 03 e5t NONE Z-id' NONE 8 �°32 2 - 3 A 4! MU 3,_4 3X2'11 1 �3 '4�•�;' 3*3 N ONE &' 4 e� Z4" 2--*3 q•-p � 32 I -�?1 c- 4'-O"TO a XS'-4" 2#3 #4ea 24" ,i �� 3 -10 24 u 3 12 . 84 iCa'' 2— 3 n 4'-BpTQ 4�_,4u X3'--Ila" 2'*R5eZ4" 34 IZ" 12" 4e2�" 2' 4 Co'--O" 9- Z4 I Pq r-- 6�O"TO u 4XW-4u 2.#�4 56 10' " 4-ID Inc" I4 3=i14 l2" 12" 4e 16" '�—*4 „ Xq'-10" Z,-� •4 #b�Ifo'' n a 5 --41- 4 pa 3-- 4 14 12 5OKo Z-A4 rig- - .,..nx��;�•#•.:.. ' :.... ;, ... n I. EXPANSI .ON:JOINTS:ARE REQUIRED A i ��w0 0 o.6.MAX.�FOFt ALL RETwNI1%*. S\AWA a . BLC�CK�FENCES, FOOTING sNALLM CONTINUOUS,(4 BL CKFENCI:5SII4LL OWE DBL PILASTER 42, JOI HT.) 2.pROVIDE .WEEP-NOL'E3 BY OMITTING MORTAR FROM VERTICAL FACE OF WrABOVE GR6umc) -COURSE AT 3Z" O.O. M amib TAR{SNA1 L BE NO LEANER TPAN 1:3 . �4.SPLiCES'II.1 MASONRY Si�ALL BE LAPPED A MINIMUM Or- 5G eAR �D1AME'TERG. 5.SPLICES,,-IN FOOTING`SUAI L'BE'LAPPED A MINIMUM OF.3ra54A DIAMETERS.- rd.AL.L"•',CELLS GON'TAININC STEEL 514ALLBE 1=1LL.ED wri-14 GROUTCONSISTINGOFI Imo= CEMENT,5 PART5 5AND,A14D 2 PARTS PEA GRAVELARETAINING POKrION-MBEGI0t p) 1.INSPECTION REQUIRED PRIORTO GRQ.WING. •,, S.GONCRETE SUALL BE CLASS "A" PER STATE OFCALIFORNIA sTANPARD GFEGFICAmtro DA?ED JULY 19G4. 9.I4ON--RETAINING POR710N OF WALL MLSTM 6'-4"(MIN) NIGH. •4 if IF TOTAL !<f;fAi O t7 IM 10 1 55100 WTOO KAPOARO pt bN 4D3 DR�0A', IF OvI;R 8''UyI; OfANVA90 W9 406 OIZ f01, P90PII.5 OF PROPOy90 f0f OF F0017I1,16,6AC9 0P WAL9,41J•h1fc &KAOE 0 WALL ANO OF of W41, R500196V fo WOW* AMICAt31,f; roorigep niMgNyIoIJe., APO 9WFO9G0MI0f• b L)EPARTMENT OF PUBLIC WORKS MMONTABLEStN�f;DRFU ON1'16iHMt W&- CITY OF H UNTINGTON BEACH APPROVrED:--- so DtPCEGTOR. OF PUf3 WORV6 E G. M CALIFOR141A REVISION DATE: DEC. 0,1925 STANDARD PLAN N .49BS- ..4.♦. �..... .•. . .. .......... ..... �....... ... .. , .. ...... .....�..,.... ...... ......._..,.......,r..«r..wwM. ...«fit �.,lYi+n i MWAMENWAVA �I 3/4'X I%4J! FWL a TQP r . IYJl" m •BA'SQ.,PICKET IS 4 0C• --- --USE CAP BLOCK 04 � fr Li „�7i •J Y 3 'SErIN,GROUT ;I l X I141 a COMER EACW GRILL FENCE..�..ELEV___ 1QN . PiLAS��R PLAN RUNNING BOND CONC, BLOCK PILASTER VERY. LIARS --�"• 6° WtXfN 1/VZ4'`�L7s ANGLE CLIPS . , �;.a ,�—. i ,►�:�1 CNN l.. 6" CUT BLOCK TO MAJNTA41 " u r " JOIN SIZE MN N S�NUB —' (r''X Co X I(o ORColxaxis WAALL IS ATA ANGLE�. O n +, GONG, SLOCKS THI:AI)JGINING MILASTER OR 2A• . 4 GO� �R PIL, A�T'F�R PL GRILL. CAP MOCK(WP.) { car&l: CONC. BLOCK WALE ;N PER C.W.15 ST"NCAPD METAL MEIAL SPECIFICATIONS : GRAVE Ir AWRI4 SHALL ee Yof�l�O cp Big a akro %ocx. 2.�IN15H bow,89 one- CdAt of RUyt INiH Iron d� & ` ,f CoAf or- PI-At %ACK PAIgr• i • .�; CONC; PC0TING , •` °SM STANDAPO 4M, :.�• -404,406 09 A07 I a d.ETA I L F aC. ,9EPARTMENT OF PURUC WORRY •f U l to 9 WALL -J ML, 1916W I<: CI TY OF HUNTI NGTON MACH APPaovEo: DIM C CIF MUOLM WOMS Es. CALIF®RMA REVISION DATE: .4 l21/7g STANDARD LAN ARD4C)� t °°°O° °°°°° O.C.MAX. ;J. °p° °o° VZ"X3'�C�La/1�11'LED �rV ARMCO FLEX-BEAM =X GAW. GUARD FMJL, s+ OR APPROVED EC$UAl- ,. 4 P-r REFLECTOR ON *L 0467Fl 99AL.L.BE 1p jy *IJ ANUD U-F�'. IJUL.TW ES CIF I2-fin' 5 SWANS. ,� l 0+ • DOUBLE ACED Yam' V jT S ANDARD rYPE N-4 — REFLECTORS. do ' i y�l TYPc 016 ' CO$17fhO Oovy) 1 i yt � - • ' NOTE i ALL WOOD IS'TO E1; I CoNmucT10K."W'SARr FEDV4000A(yD10.Fi USVE ` • 'I EE CCiAMS W I.!ITE PART. R� Tr1w1w FOR DEAD END E,Q PART •ENT pF PUBUC WORKS BARRICADE. Cd TY OF WUNTINGTON BEACH APPROVED: DIR TOR dvpU ORi4'i taA • CALIl�OAtN � STANDARD ilEI�ISIOM OAtE: NOV. 8,� 19-15 PLAN . E40I • I ' j 12=fin 12��Con 1�-9u j of ff f ` III, °r� '�o sQ Y t.APiHcMEcrloN 1 or TRAFFIC _ _I •- LTERMINAI.SECTIt)N LAPPcDON"Yi�'AG I ' FACE. r I INSTALLATION iv j j low, 2' 41/4" 41IA° 2" U 0 �'cLrr STEEL WASW ER i 1 z "x 10GLOTTED MOLES RrdriL .spugm 2� fz 6 " 21 1/4" 121�4'�LAP � - o 04 ' - u w►V. a t u n 2 41l4 41/4 . i w m • NUTICU _I. .ALL--POST ARE. TO DE CONSTRUCTION N _ REAAT REDWOOD A t) RECEIVE TI.IREE CCAfS by tQ 1 WM-PAW. -SET POSH IN' le,61A.140LES p �p AI D AL"L VUrn4 CLASS 6 COW-RE1'E. �Tl 2.M GAWMIZED. ALS l.L.. DEPARTMENT OF PUBLIC WORKS_ DEEP BEAM I YI 1GW11TA1 GUARD RAL CITY OF HUNTI NGTON BEACH APPROVED:, c ape w CAL.IFORMA STANDARD . REVISION DATE?DEC. I8.1M5- -- PLAN 502 I'• w�•��f�rL.L.GLI LY.h.7 -. I rw 2iR %R'-g4Rr-lIcAce 5�w�ti I it I p : �O O p� 00000 O 0 .0 X.IA+� O O O O 0 O ^ .�. ,y j 2M X S' REDWOOD uU� IR ' , 5f OD a CD • I x .�! '. D7GD xi 't FVW it 1� J 0 u �. ALl. WOOD IS TO M CONSTRUCTION fi-} *.ART REDVWD ANDTO F16MVE TNRM COATS Cr=1 ArM PAVr.. _fir 2Mm cow-iET . � 111 150 • ir�'i��aau '~ �.� j�MXa"aF1JkK�D i r.= t L'T l�I A--A �� II �.9PARTMENT Q„F PUNIJC WORKS_ .�WAIN.I VULL.lM M ► 1 CITY OF I'il� iNt3'fCl�i ��'O APPROVED: D1R G wo rQ6 U 9 • CALIF'ORMA STANDARD REYiSION PATE: D6G. 19 1915 PLAN 03 I 0234,9-'!/WUNITSVALLMNSISTOFTWOMUBLEF SI�N5 SEE. h'tJfES 6E1.CNI _ A B W'TA ST eE-r MANE,MUNTEDATFOC4MA � PMAS'SEM LY E:A4C1-I IN 514N S t"T M ' ALUMINUM EXTRUSION. CKET ASSEMBLY'. lUE FOS T CAP, ORNAMEIJ'T',AND C 4M;%F00 XSEP- LY SHALL M I-AbE'Vt-0LINTON?_'/2'I.L� 1551L. P1M- VE CENTER P,OD SMALL EE A I&C-aALVANMED 3 P_LMD CARRINGFE S O LT. 1•IEAD OF BOLT S MLL MWI TOP OF ORNAMENT. SMT SRUL FX`i'IE14D 79?CUC-I.1 SIGNS AND FASTF-W WrM'NLtr IRSIM-OF POSTCAP. rt CAP-'StIALL-Vr=CAgrA 4ODlZED Au.IMIMUM, DMKYCMVVEO MO SECURELY MOLD SIGN FP40H TWISTING, AND.SL &LL.BE.SECUmEO'owE- Pim w/ ' TF.RfI RE 3.3/fr3 ALLEN LIEAU.51 T'.S=F-w5. SAD171-4S 69A1LBE VF ff=r ; ATJODIZED ALUMINUM. h�st�Tll�t� P�'TERIb►L: I. e' C STMISMALL.IM ANODIZED ALUMIhILMM-Emu51ON OP � 609PST-4 ALLY! MATP-AIAL., EINISN 2 WI.D.GAWANIZED--• ; SIGN FACES SMALL MOP:'&-l-ECTORIZED S9WnMG .. P 1 PE l IOL a' LONI= �Y� � KaiTERIAL.:TUE TRW-4 tENT SEEN -SS COWA SW EE =---- -- AS P=MMEWr-.D SY MP-IWRWM ' 'en1a MMlJFACTJI- "~ ~` `'�" �►PPUCaTit7N�fF'iUEt�I:LEG7tV�3i•�'11T�GTD'TuESi6N 511�1.l.. BE BY MET41OUS AS aP'PC�0�1 CD BY'7'lUE REFLECI7VE S9r:E'1111b • I tONVOcl AMA1OMPED5LMPMS9ALLCoMfiW%M-MAwri. •�'.• ' ••.• NY�A1J1PfILt11:"51 tRCRnoN zIs-RI. �; !� a'• sorer ti1J''�'31�41L!!E�4'"�ItaN.FAC9 h1AMESIMLIM(t NlDUAI Ly . r J i �� :.� • L-AWCUT. IZ7r-um 'MS2 '%Ci cX'aasFAr-a:UE 4131-IT-AS - 9' A �l�' avNl�iNa W T99 ST,a. 1 • RJR AY.SMNS VMSM h4W 0rYl74r-. U.S. PUSUC ROAD ADFITNI5TPAT1oN. . I � 24 �30.E OR abn ` BLUE BACKGROUND >~N . ' � Mob. ANIL 0 .w� 51LVER LETTEK9 t (WIDE MGLE FLATTOP) N i . Ip A=1/20OX 150 GALVANIZED CARRW—BOLT 6'•-C - 'tCF. n-:R cpces .AO -:LTo PEE v4m PIECE , /`,ND GlF MOI2IZED ALUMINUM. C�llSE 5T:sNLe5��T..�T. ��iVS. i ! DEPARTMENT. OF PUBUC WQRKR 5TREE.T SIGN 1 i CITYOF HUNTINGTON BEACH APPROVED: l r,•� ;pu " as r yil CALIFORNIA REVISION DATE."DEC. lq lg75 STAPIDARD PLAN i N 014 ANN EAR- f b a 1 N A � � � YELLOW REFLE=R -0REF"IFMIS N TA;;Wr RAM N O 1 x O ;.1 y Cmi_V. METAL ct•�ANNFL R75'j• i o o t GUIDE MR*R GUIDE MARKER TYPE I TYPE G�l I I DEPARTMENT OF PUBLIC WORKS GUIDE MAPAERS Cl TY OF HUNTI NGTON BEACH APPROVED: �� DIR —C PU Wt�F1K!s [aATr- '� CALIFORNIA TANDARD . REVISION GATE DEC.tC 22 la'15 , el0 I y�L�"rj1�n +�I.• • ♦, r♦ h�•. •... .. .. .. � .. .. •._.. .. .... •..v..r• .. ..•. .. r ,.. •...�_. .. ... __.«.w .....• �.�•...... �.r.«..«.w •r+..•..��.YMMx J�Jwll•'.�'I•�.�.' a NOTE: rH6 Of Y OF NUPtIN609 66ACH 06FAM14E9t of FWIC WOM0, *HALL CUECK ALL POINTS PRIOR TV ACCEPTING THE FINAL LOCA rIGN OF THE MONUMENT WELLS. ALL COMPLETED MOWMENTS MUST BE CHECKED PRIOR TO FINAL ACCEPTANCE. ei► T NE SURVEY POINT' LOCATION SHALL BE REFERENCED BY FOUR(4), TWUO M Mar TIES IN ADDITION TO ACCEPTABLE CURB TIES. GLRRAM OF POAL) ASPW T OONCI1EIE ROf1k54'TT Tf7A1=fi1Csax la ° (CO%"--.R MARKE0"5llR E 5 �cv �.ONCRETE FILL BRASS TAG AND POINT .=I IN L`cYNCRETE. FIRM 501E Zu GALV IPAN PIPE oi► CLASS 'S" C0 01&E (o hIA. MOTE: TQ BE IWSi'AL LED AT ALL. STREET INTERSECTIONS aMER TFIAN,'MO LOCAL STREEI5(60 Pr. RN. OR LESS); p AND AT ALL QUARTER QUARTER, QUARTER,AND SECTION COR DEPARTMENT QF PUBLIC WORKS_ MONUMENT C 1 TY O F HUNT1 NGTON BEACH r f :;OVED GT U RKfEA CAdr IFORN1� E7EVMSiOMi DATE:JAN. , I�nl'a STA PLA (il tl' ' ..... .4\..../.. ... ..r .... .. s ,r ..... .. ...•.....- .+ .. ♦ .... ..., ... ......... ....•, .r-... ..-...................._ ...... ..+.rs•++welr w.rw..r...4wb.►1a+..... w ' 1 . A INTERNALLY ILWMINATED A CONDULET MOUNTiNo ON W.K OFARM(SIM DETAIL) ® 24 1 e�ck I V g ;. CONDULET DETAIL. uousINc �• f; ,•L.D CONDULET_i PANEL 1. NOTE.' .TE TYPICALFOR SIGN LOCATION AND CONOYULET ATTACi-iMENT i t u DEPARTMENT Of PUBLIC WORKS MA57 ARM SIGN LIG�ft A5�Ef`�1-�L CI TY OF HUNTIKIGTON BEACH APPfiOVED: DIRECTOR 92F UE3 PAS -•E CALIFORNIA REWSIGN DATE: F1=B.6, I9'76 14--*;'TANDARD •.....sci_�e te::�J.:...+t:..«...• •. .... .., ... .._._...."..._ ,........... ...,, . -..1 .. ,. .. ". ._ ...-._ .............«.. ,�_,„ ... � :.a .yi �-/.rl��:u.��slw k%�� t , f o 7V` aimAcrex oolr i4ma went "Iv" 6► I 14M&OIJ NUr,4'/�WaO.{rYPIGAQ 1 rlor4. m 0009 Y11f�DOPI GD;IC+IGUF'-1'ito,��, KNOWN A95 I;DR II,l,Ue)WriO,V.hl - tI:�NA�rf; CoN>tKUGr{orJ h1AY > ''kiFfurp UPON Walf'ro Iwo- 31/AI.at= fl�E; CllfslN01r., r fi%i x I!Zf(f 1W, , W190m E) 2�?�G1ht��rEtt P}fvto•GEL� WIN4Uul,(NDl� f3ftBAkAbI.$ A � tz v2o 14V4` `�` LlP fOP.CG�t�i' I•GGK ❑{�1, I ;N w � oEfAGIfABi� p.�L:InDuµr 1 G1:F11:tzA� Norl;S: fir 1. FEVC-eirh-'e4fN.t.WIVE 09rACFfAKE- PPOMoutir Swve FM PRI:•lIIKALLArfoa WYCKEM. 2. 51nr:VICE AND P15ra10unoNlMIrING eoRN4.w INSTNLiO ..»096 711E UNIr Ib DOI.rl:n 1147FL:ACE 5. FtMSTIAL 514M, EG AVAarAWL W rRAFFIC5160AL � � UNpL:1rGROUND ML:TURI1kr.'St~RyIC� .:__: '':'::. �}.-FE0E5r6L EIfr l.L OE rAnwea F9WF coN�,rRVcrlaN �A ANtI.genii-TicAir ENGLQSm.0 5�dAL Pw,510 fp, y �.:P.LO��rnt.SN�u.»c 12GD��G1: .lQFcor> °�i'r~f=t. ' �. 5rW10prD G'cC7L5rAL 6"RWALLPe I0914ncpL24 Tx'ARC i i 5 GNPL COttrf'ntLEl;_cASiNEL BAj:E17 QNA►iR- �lNlslf F>~I: � 5';tirl~_St'F.GIFICAr1d;t, 7. Mr.--SrAL SPAL WE.F9!V Y1510Wj M.TMr SWC91, S. P.r-09�rfL SMALL 1i{4.WR7MrY_.U-I M F909 FIt M_ -.lar:s�r�IN7+tiArE�IAL:pHD 1Y�RxMA7?raAf1'__.._.._. _. ..... la rWeGrA: 131LAlL 0-0AMPrA�FW ro ra IZ 451—MVIT Of AXE0:rapJ�E5 j- u pvcalrAL 5NALL.NOfN MfSIN�G11rwir F3f mmit _ ' I I I la Aith d ECM NSI0U jy INLn TW,AF�.MIN1MOAk.rlr�5j9'3'� -A-LE «N 14 tilt, WItIDOVXj el"ALL SE FlWLY FAW '09017 UhI06 001 fh y6e, oR RIVoro P9109 ro flolW106'. rinl 15. PNorocELL imai no&Ago coilrgAcrag l wAa to MVml 7E u 5"." era gw12 mrw-v. DEPARTM6 OF PUBUC WORKS CITY OF HUNTINGTON BEACH APPROVED:� �� DIRE GT� F u LIG C�MIAS CALIFORNIA REVtSIUI� DATE: STANDAR0 PLAN .No �7I1"l1Ti>G"aJ AS�7CCA+Wi[Ei:7l7flMH 'fI.SR/ �![ R-26 SIGN 11 A: y' IN SIDEWALK OR PEDESTRIAN AREAS, 12" X 18" ""` 5' IN ALL. OTHER AREAS. OR 6= 113" WITH STANDARD CURB, 24" WITH ENTRANCE SIGN ROLLED CURB, TO CENTER OF POST. C= 24" MINIMUM EMBEDMENT. A NOTE, SIGNS MAY BE MOUNTED ON EXISTING POSTS 0R BUILDINGS. TO BE DETERMINED BY TRAFFIC ENGIYEE JG DIV. i I SIGN SPACING SHALL NOT EXCEED 100'FT. SIGNS SHALL BE INSTALLED AT 900 TO GUTTER FLOW CENTERLINE OF ROAD. LINE C I II POST MOUNTED SIGN INSTALLATION 24" ,2 . . . � LIME 1,2 9 3 SERIES 4"B LETTERS © 1 1 LIYE.4 SERIES e 0 LETTERS • 1--100' MAXIMUM --w� PARKA G BLACKS REStRlctiaN, LEGEND'.- ' 'IT �NFQRCEQ 'ON :WHITE REFLECTIVE �© Ip I �crloao2Toxaac BACKGROUND 341" BORDER, 3/B"MARGIN O ` 3 1 ENTRANCE SIGN ENTERING RESTRICTED:SECTFSII.` - AT END OF .RESTRICTED SEC11011. REQUIRED AT ALL POINTS OF ENTRY ALONG ..STRAIGHT RESTRICTEV SECTIOII. ' INTO PRIVATE PROPERTY TYPICAL SIGN • LOCATIONS AT INTERSECTION PAINT RED EXIST PARKING 'STALLS. Ill-=11 ul N 0 PARKING3.72"MIN. STANDARD CURB " STENCIL"NO PARKING".ON SURFACE PAINT RED ON PAVEMENT PAINT RED PAVEMENT MARKI(46:X'IN WMIN 111=1�1=III= PARKING LOTS. WITHOUT 1 LANDSCAPED ISLANDS ROLLED CURB RED CURB INSTALLATION i GENERAL. NOTE = THE CODE REQUIRES "SIGN AND/OR RED -CURB:'ANY COMBINATION OF THESE MARKINGS WILL BE CONSIDEREII FOR INSTALLATION. PARKING RESTRICTION MARKINGS DEPARTMENT OF PUBLIC MRKS_ ON PRIVATE PROPERTY CITY OF HUNT[NGTON BEACH APPROVED: OIR CTOF vF PL Ayr— WORKS C►A 1;0 CALIFORNIA REVISION DATE:DAT STANDARD PLAN N . 551 ..`-..�......�....,.....«..............r -..... ... ...........�..«....... ._..-..�.....-.........+. .......» ....,._,..._......�.-....�...«....._...,..........«....�+.+,..au.a:...',.u.:.sc•*..�.t.w.J,lsl4"7Y:::fLha y.�.`r R t ' r I A 7 rn ' y ' �;;�' y4N Il •..IE • N r'1 8 • , 2 Q, N 3/4r Fir'' al (5 M • •• DE,TAIL�A 1 r r SEEDE? I n g 4 5 4 S DETAIL!B 3 . ..: . ,..,:: 2 USEifPL'ASTIC TUBING WHENMAX.DISTANCEIS3d USE1"W/1"METERWHEN DISTANCE IS GREATER 1 { 7 6A THAN 30'. TE: DIRECT,TAP MAY BE MADE f1pbER .STANDARD MANUFACTURES ' 4 "' 6 NOTE:ALL PARTS SHOWN= MAY BE SUBSTITUTED W ITH I I �.r ., AN APPROVED EQUAL. �n 1 g A 3 A DETAIL"Bp 0DETAI L A e �. _ W*TER.:SERVICE AT�BACK OF CURS ;;&WATER SERVICE77R/AFFIC WAY M �Ai SCRIPTION QTY. ITEM -: _: DESCRIPTION QTY. t WATER MAIN .,; 1 1 WATER MAIN 2 `JONESgJ=979xSERVICE SADDLE JONES,J-979 SERVICE'SADDLE 1. 3' '' ZA 1"JANESJ 1500 CORP. STOP 1 -.1;., 3 3A X1"JONESJ;4"30D'C(MB STOP -_ n,� .. ...... .. *r+d..._:__ .. ...^-br•rx i ... ;: ,,. ... ._,, ,: •.. -.: 1 JONES`J-1400INSERTADAPTOR 1.JONES J-1400INSERTADAPTOR 2TOT 1 ,31a ALL`STAINLESS STEEL'CLA 1316 ALL STAINLESS STEELCLAMPIPA a 4 1"PE•3408 PLASTIC TUBING(I.P. S.) 4' -1 1 PE3405k�PLA5TIC TUBING(LP.S) ._,.v... . AS 'S PEA,GRAVEL 5 f "PEA"GRAVEL.: ., 5 3/4 X 1 JONES'J4525ANGLE STD P 1 b 3/4 X1 JONES:H525 ANGLE STOP 1 METER COUI` : NG GASKET 1 METERCOUPLING`; GASKET 1 7 5/6.X3/4 WATER' METER 1 5/8 X3{4 WATEWMETER., 1 a 3/4�JONESJ-130ME'TERCOUPLING 1 � 3L1!`JDNES.1-130ME'IERCOUPi.I NG 1 9 BROOKS METER BOX'3 1 9 BROOKSMETER SMFORALLEYS & WITH 3MA COVER TRAFFIC USE WITH*3C.L COVER M QEPAiRTiMENT OF-EUBLIGWORKS 3/4' WATER SERVICE C I TY OI: HUNTING TON BEACH MPROVED: ¢ 2ou Cm%q cT0m vF t WOE F- '� CALIFOl A 1 DARD REVISION DATE. MARCH3;'19�76 P . �O� t A 9 7 1 g" 9 1 ' 3A4" 01 e 8 'm SEE 6 ch ETAf • r ug I 5 4 5 4 SEE DETAIL"B" 3 2 USE1"PLASTIC TUBING WHEN MAX.DISTAtCE IS 3d USE 11/211W11 1/2ItME.TER WHEN DISTANCE IS GREATER 1 7 A THAN 30' TJr7TE: TAP`PER 5Tb DARD I ru A 6 ,NOTE:ALL IrIT.TINGS 'SHOWN ARE"JAMESJONES CO. PART NUMBERS AND MAY BE SUBSTITUTED W17H AN I APPROVED EQUAL. B A 3 38 DETAIL B �.,,,.... ., rr a n. :•WATER SERVICE`AT BACKOFCUR6 WATER SERVICE--.TRAFFIC WAY rtMl,. , : _ DESCRIPTION QT Y ITEM qvw . DESCRIPTION QTY. 0�" WATER MAIN :, 1 1i WATER`'MAIN-- . M JONES'J-879..SERVICE SADDLE '2 ,; JONES-J-975;SERVICE SADDLE 3 1"JONES J-1500`.CORP. STOP• . a ;3 $ 'I"JONES J-1500''CORR• STOP 1 JONES J-1�4'00 I N S_RT ADAPTOR ,2 1 JONES J=14001NSERT ADAPTOR "1 4 1"316 T316ALL STAINLE:,S STEEL CLAW � 'i� $LL5A1N _ESS STEM-CLAMP 497 4 la PE 3406 PLASTIC TUBINGtLP.Sa p, 4 sm 1"PE 3`406 PLASTIC TUBING UPS.) AS A 3 PEA;GRAVEL ' 5 PEA''GRAVEL REQ. 1" JONES J-1525 ANGLE STOP 6 1"JONES 'J-1525 ANGLE STOP METER COUPLING GASKET �d METERCOUP"ONG GASKET M 7 1"WATER METER 19WATER METER 8 1"JONESJ-130 METER COUPLING 8 1*JONES J t30 METER COUPLING 'I 9 BROOKS METER BOY,57 S 9 BROOKS IAETER BOXN7 T DEPARTMENT OF PUBLIC WORKS 1u WATER SERVICE CITY OF HUNTI NGTON SEACH APPRovEo: -w 0lA cToR OF uB OG1M.5 M CALIFORNIA REVISION DATE: MARCH 1,1976 STANDARD 602 I PLAN Ng. 1 " NOTE:IFMETER 3OX IS IN A VEHICLE 9 7 TRAVELED R/W,BOX MUST HAVE CAST 1RONOR STEEL LID. 11101 , � *n a •, 3AIM 8 gA 71 A N 6 0 4 3 4 2 7 6A 1 .: 4 NOTE=ALL PARTS SHOWN MAY BE I I I I •—�-i-�• SUBSTITUTED WITH AN APPROVED EQUAL A 3 3A ,pE-TAIL'. B DETAI L "B" ,;11l2'VVATER SERVICE .�, 2;,WATER SERVICE ITEMDESCRIPTION QTY. ITEM DESCRIPTION OTY. WATER WAIN 1 1' ..WIATER .MAYN r..:-...ra. e4 2 JONESJ-9795ERVICE SADDLE WxmuT 1 JONESJ-9.79SERVICESADDL.EW�iTAP 'J.. 3 WZJONE5;N'300 BRONZE CORP STOP 1 3 2"JONESJ-'1500BRONZE COR?'SIM � rt,+..,. , _ :. .._... .: rYf x•1.,.! '' .: . .:: .. _ , ...��,y '. :FORD PTC4 INSERT ADAPTOR 2 �" i-ORD� PTC S`INSERT ADAPTOR ''2 M 'h1/ 318-AU'STAINLESS STEELCLAMP Aim 2316pjh,STAINLESS S'YEFLCLAMP 4 1-ldPE 3406 PLASTIC TUBINGI LP.S.) 2"PE3�06 P1A571CTUBING(LP.S.) AS . S PEA .GRAVEL. AS 5 PEA;.GRAVEL Sa; 00 11Id 'JONES 3-1525 ANGLU STOP 2" JONES 1=1525ANGLE STOP '( t4 METER FLANGE GASKET 2 TOT METER FLANGE GASKET 7 1-140 WATER METER 1 7 2" WATER METER 9 XX4ESJ=129BRONZk4EoMMNIokFLAN3 1 9 J-129BFuNLEY00I4ijIMON'FLANGE _ 1 9 BROOKS METER BOX*?8-�S AND 1 9 BROOKS METER' 13OX�`65-S : 1 3818 FOR TRAFFIC WAYS. 05 TRF FOR TRAFFIC WAYS `I �,. tt 11 • PARTMENT PUBLIC WORKS- 11/2 and 2 WATER SERV I C E .......� �8 � C Q TY OF HLKrI NGTON BEACH APPROVED: a� cop. opws CALIFORMA REVISION DATE: MARCH41975 P��p�RO603 I I I wnMswoti+.w PROTECTIVE POSTS TO BE USED IN , PARKING LOTS,ALLEYS ETC. SEE NOTE05 7 at 11 2�RAD M v 2'L d' A �NOT 4 29 DIA. -I• �y�: �� A� .•.t.•�; %r=.t �;tt �:.i: V1-11.� Ly Y'!I�ys�••t' - r. 8 t••�'�'.'4•'•w� !�•« ti 1 nibs•.. -y,•r•. ONO ,� . 10 2�DI 12� 9 a 2 - . 1 5 3 ITE M DESCRIPTION OF MATE R I'AL NOTES: 1 R•T.X FLANGE TEE OR TAPPING SLEEVE I FIRE 1)ALL' E HYDRANTS TO BE PLACED AT 2 6u R.T. X FLG•VALVE K)WA LIST 14 ORAPPRC►vEDECML AT;THE B.CR 2)HYDRANT4SHALL HAVE-TWO',COATS. 3 0A.C.,R.T'PIPE- BREAK JOINTS AS REQUIRED OFZLIPONTADULUX ENAMEL 9375 3D a A.C, COUPLING NAT:'IwSCH0.otrBUS CHROME OR AP- PROVED,'EOUAL :.y �• , ; 'S 6 x�6I�GLI3URY CEMENT LINED 3)RUBBER:HOSE CAP WASHER SMALL BE _ t FURNISHED WITH EACH.OUTLET, - 6 2-`bN60RISER SPOOLS--CEMENT LINED 4)FOR=PARKWAY'LESS THAq 71,HYDRANT TO BE INSTALLED I N A 2 UTILITY 7.. e` 4pxirEAST BAY,RIC14,MUELLERHYDRAt4TOREQ. EASEMENT. ytt, -'.i:...: 8 CONCRETE .THRUST BLOCK-SEE STD. PLAN 6�J7 5)NUtABER OF POST,TOBE*DETERMINEDBY INSPECTOR.4176ST'SHALL HAVE TWO - 9 W-AC VENT PIPE - ONE SOLID NIECE COATS OF.DUpONT OpoULUXENAMEL 93- 'p75 APANAYT'V' CHORL.BUS CHROME 10 BROOKS A TT VALVE BOX WALL NUTS,BOLTS ANDFITTINGS .SHALL a� q 11 6 DIA STEEL PIPE FILLED WITH CONCRETE BE COATED WITH SCOTCH EC244 COALTAR OR APFROVED EQUAL. 12 7)ALLHYDRANT CAPS SHALL BE EQUIPPED W17H R 1 NG&CHAIN. oEPaRTM�Nr c Pu�uc WORKS HYDRANT INSTALLATION CITYOF HUNTINGTON BMIA APPKOVED: C"Ft G RK5 2!7*_ CALIFCRMA REvs��oN DATE:APRIL 28, 1976 STANDARD' PLAN .6 05 • 1 F >> NOTE THRUST CLOCK PER H.B.STD. PLAN 607 �' 8 �•-2'MIN.FOR ASPHALT t ALL AROUN / 10 •'•!.• /`Y�:�•w �{�`II ��/ • •1•.•�� Ip, r •,.•;"tM •• •ii"':At� gip' ,��' f Iu ❖.i, •S=,•+tw�•.1�•!: �' ,'(,AJN.. CD '"""'r,ll ';-ra'ei p .� "- !•. .p d •� 'i: ;fir: ;,, y. :,• .. • '" 11 rt •� Y • r 13 • ` .�`y�••.. • "'.r• 1. . •. .. do -•ter -- • • f. rr c r 14 fi DESCRIPTION 0[= MATERIALS 17EM K: DESCR P�ION r;,�O•FMATERI ALS , 'A'CIWATER I:I NC `: 8 ZSCHEDULE180 PVC.PIPE=LGT H.AS REG =2 AC,COL'L"AR). 9t 9 2"-P.VC:FEMALE'ADAPTER 3 MAINESIZE x2'7APP.ED'CI.PLUG 10 2",PVC;IP PLiJGA - s :4 2z'12",'6RA'SSllP,NIPPLES 1 1 BROOK S'4TT,:,!/ALVE ; CAN PER STD 611 . 5 2"SCREWED'aV•W 2"SQ.OPERATING NUT 12 8'AC AIR'DUCT(ONE PIECE) 6 2' (BRASS IP 90'ELL ' 13 CONCRETE COLLAR Liz 7 2" PVC MALE ADAPTED 14 TI(RUST BLOCK / STD PLAN 607 71 - O •••,•..• •..�• . .• -�f,.wr.:err..y rr,/ _ .Y r`H; ^• . •.r••rf.r•i"'�^.�•�r•�•N+•+• .�r.r.�. _ . • • •t/r•"- r — y/.: f 1 DEPARTMENT OF PUBLIC WORKS-- L Q V V I l � . CITY CIF HUNTI NGTON BEACH APPROVED: � � •`.�� j. L DIRE i'L7R GAF PUB�• OI�f4s DA CALIFORNIA. _._.., REVISION DATE: t2 i i�/7� STANDARD PLAN NOY6� —6 • it ' 41 lit ull 9Cr BEND REDUCER 450 BEND TEE AND PLUG FEET . BEARING . AREA 1, SOUME PIPE DIA' TEES & PLUGS 90* BENDS 45 BENDS 22 1L;�j BENDS .4 3 2 7 5 10 4 12 22 12 6 14 29 16 16.- .. .127 38r A 20- - 10 TYPICAL DI MENSIONS 1. BEAR446 AREAS DESIGNED FOR MAX OF 1500 RSF SOIL BEARING'PRESS. 2, BEAR I NG AREAS MAY BE INCREASED AT THE OPTION-OF CITY!.ENGINEER IF SOIL BEARING PRESSURE IS LESS THAN 1500 P.S.F. 3. CONCRETE SHALL BE CLASS A PER SECTION 90 OF STAN DARD`SPEC� STATE OF CALIF.DEPT. OF TRAN SPORTAT ION DATED JANUARY, 1975, 4. BEARING AREASOF 81.6CIi'��"IN LINE OF.RESULTANT THRUST SHALL BE AGAINST UND I STURBED EARTH,",'.o'. 5. TIE BARS SHALL BE44 RE INFORCI NG BAR..W/Ho61(ED ENDS.- CROSS VERTICALTHRUST fie 199(M) VA LVES THRUST BLOCKS FOR VALVES: I CROSSES �AND VERTid�A&TIW"" PIPE TDIAMETER T14RUST SLO�CKMREGUIRED 4% 211-PU B 101 F E E-V: .2�CUBIC�AYARDS 10 '3 .CUBIC "YARDS 12" 6 CUBIC YARDS 140 9 CUBIC',YARDS Wrl It CUBIC YARDS JRIEPARTMENTZ PUPUC WORWOf THRUST- BLOCKS -. CITYOF HUNTINGTON BEACHAPPROvED: IN46 - VAr*- 'OF' _Ouu CALIFORMA STANDARD -- REVICION DATE: IMAM 607 ,olrr vraun - rn`.+ •i�a��fl r �li��r Ii��l folzmagualcolamm • FIRE'.. SERVI Miami WIM �'Ilt.7t�+�i�fi�'fi '`wCa C+1'li�i�t-]�i=I�StIaiI�7.�'�ii'aIIui s r IRtaI, . 1 • ; . -6 . a tr • W41, a a : i�Clr►J SIC+I.arm . � r r • Tcti.NDtktzo;mA-:r•I r`rd •]ra =ar.C• ►lls fir:t a *l I-M&I MEN u M VAN_ : . NMI LIM— mil ��K:'t�t�tiKailfN:l�K:fXili r � t r rwMM w r . :i7�:7RJ►Ii11iL� :► • + ' AIL`L+I�[�IC�� I.:L'[�L �( +Iil '1;�I►L+ �rd/�.�-=Y:+_I.It'I4. c�ul Trl[silll�i -rat. • rl� �� =1l:#V#a�rt1(1taElcis•��'.iLA+r'ri�1'It_j�!'LaL'*L'AiL+� ua • } LTA - r ml = ♦ t . r - y • �iffimllw o . i+ ; ��.Ir111i��1sY�I�Y�lcl�L•l;il.�l;��L.��;J_�X • FIRE- SERVIC 'CITY OF HLWINTCH B v y { i � i i 6 Ij ' a t�� 1 7 12 1 FLOW 3 2 ODD 3 3 47 I � 4 - 4 i i by ®D 3 2 10 10 2 5 <= FLOW 5 INLET OU"fLETSIDE VIEW OUTLET I NOTE:'FOR DESCRIPTION OF MATERIAL REFER TO STANDARD PLAN 608 B J DEPARTMENT OF PUSUC WORKS FIRE SERVICE BYPASS CI TY OI= HUNTI NGTON BEACH APPROVED:��/L-� DIRECTOP. OF UBL►G WORKS D E. CALIFORNIA " STANDARD �' =REVISIONDATE;_ PLAN NO.QQ-QAII I . 5/8" BY 3/4' FIRE SERVICE BYPASS I ITF1i DL-•SCRIPTIoiJ I IEL1 DESCRIPT1011 1 314" F ELIALL IP TIIREAD ANGLE S I-01-1 / 3/4" 11RASS COUPE I NG 3/4" *4ALE IP 7IMEAD BY Ii1SEI?T 8 3/4" 131055 IIC::F: 13II1 ADAPTOR %t 11' IIIRLAU i fA: 3 3/4" 316 ALL STAINLESS STEEL 10 ;/4" X 2 1 /1" URA35 IP THREAD 1 3/4" NUPE 3- G PLASTIC PIPE 1 1 3 4" BRASS S•.•: ItJ.,G ;r 10 / A CFICCY VALVE 314" DRASS IP THREAD 90 ELL APPROVED 5/8" X 314" 1'/A3 ER 14E T EII n 1'r FIRE Y 1R SERVICE E BYPASS ITEM DESCRIPTION ITEE•: DESCRIPTION I I " FE/-;A!E 1? THREAD ANGLE STOP / I " BRASS 1.1ETER COUt'LIII1.3 2 1 " MALE IP THREAD BY INSERT $ 3 4" HUSE 8113 ADAPTOR g 1 " BRAGS 11' THREAD 'TEE 3 1 " 316 ALL STAINLESS STEEL 10 P x 2 1/2" BRASS 1P THREAD CLAMPS N I MILE 4 1 " HGP; 3406 PLASTIC PIPE I I I " BRASS 5:111:ri CHECK VALVE. -1 5 1 " URA::: IP THREAD 90u ELL 12 I " X 314" 13RASS II' TIIREAD 6 AL'DROVrED I " :/AI!:R METER BUSH I ?:C OW • 11/2 FIRE SERV I C E BYPASS ' I TEM DESCRIPTION I 1 %(•i DESCR I PT 1.01J I 1 1 /2" FEMALE 113 THREAD ANGLE 7 1 1 /2" PETER :`'LAKNOE WITH. TOP I I /?" is 3" BRASS 113 T;IREAD 1 /2" (.',ALE: III TIIREAD BY INSERT 141 PPLE ADAP,ro,% 8 3/4" HOZE B I B I 1/2" :j16 4M. 3TAINLES3 STEEL 9 1 1/2" !3",tSS !P THREAD 7'Ci= • Cl AMi't: _ Ill I I j^.. X ? 1 /-rn I1,%A.c•S I P � 1 I 2" HOPE 3,106 PLASTIC PI IIE MR. ALA :11!'!'L C ( `•I 5 1 I 2" L:(tA ;S IF' TIIRI:rtD 90`-' U(. 11 1 1 /:"' (MASS :"'4 111E GlILCK I A13111107-70 1 1 /2" N'AT I:R !XTER ':ALVt_ 12 1 1 /2" X ',/d" CiRAS:3 III THREAD BUt_'ll Il1C, I FIRE SERVICE BYPASS DEPARTMENT Or PUGUC WORKS D A � CI TY U HUc'TINCTO1111 BEAMI APPROVED:_, OP � #0 �� t C:RGCTOR G'F p di-* WORKS t XTr- CALIFORNIA REVIS I Otl Darr:: STAUDARD — IPI.Ato 14060BB ' t, _ r ,,_ y {-II, a •� y4v v �6Q�: a. .b A d Yv ob .._ _. 16 r• 7 of g iY= 6 r 4 2 10 1 '! 14 11 � '� 1 • 9 1D 13 g ,; , 4 3 1 ..•�4r, 0, Q�Q(�tr�Lr��I�4I• r ��t-i4.tr pr dr: =/�•ri''t��A/TV�• -0/�Nv�f~r• lgD l il r ��r � ' T1A = 1 r �n��.�w� SEE-�_ AbIDA[ D'LJr)LAGL 6 EOrL MA Lt-1_DESGR-LPMO�'3 INIMUM MAULT..' D I MEtJSIONS7 MINIMUM MAN, HOLE SIZES, SIZE LE +Q0 H WIDTH SIZE DIAMETER RECTANGLE 122 72 6 30 2 x 8 136 62 8 31 24 x 32 1 1 42 30x 40 1 X12 166 100 1OX12 1 42 30X40 i DEPARTMENT OF PUDUC WORKS_ 6;8;10"9110`x12" FIRDWMESTIC WATER SERVICE CITY OF HUNTINGTON CH APPROVED: f7fR S r� CALIFO REVISION DATE: P1.AM .609 q 5 ',�E :�. DOMESTIC SI*RV,,ICE, .;;.:Rl IT +"• DESCRIP.TION""O *MATERI'ALS44, 1TKM DESCR1pT10N'fUF MATERIALS 1 THRUSUGL'OCK PER;'14E4STD PLAN 607 10 6WYANGED OV WITH HANDWHEEL 2 RTXFL:ANGEkTEE OR TAPPING SLEEVE 11 WFMCT0METER 3 GrRTX`FL AN0E,'MV OR WTAPPING VALVE 12 6"METER`EXTENTION" is ;4«.c 4 6ACPIPE;AS"REQUIRED 13 Gk55L112'FLoliNGED CVSPOOL 5 WAC COUPLING - 14 BROOKS..4T7'- ALVEYSOX` : 6 6"RINGTITEx FLANGE-ADAPTER 15 9"AG.,vAIROUCT4lEWGTH`AS REQUIRED' 7 OW121FLANGED Cl SPOOL ,16 �SLOCKKVAULT PER H.B. STD.PLAN 6W a eFLANGED TEE 17 IW STEEL�LLI�QTFER`HL'. STD. PLAN 611 w 9 16"FLANGEDWELL 1 l8 4i LADDER"ASIREOUIRED k. ;8'; FIiiEB� DOMESTIC; SERV,I.CE„ ITEM i0DESCRIP.TION'9OFAMATERIALS ITEM 'ItkWDESCRIPTIOWOF MATERIALS 1 THRUST49L'OCKIPER49WSTD.PLAN 607 10 B"F1ANGEDA'aWWITH'HANDWHEI=L 2 RTxfF@ANGEiTEEORTAPPIN&SLEEVE 1,1 G'FMCTlMETER .l;> a! 3 1rRTX FL.+�G.V.ORw TAPPING TEE 11 8"MMTEiUEXTENSION 4 OACIPIPEk-ASIREQUIRED 13 8 64WI:FL"A,NGEDTC11SPOOL 5 eAVCOUPL`ING` .. : 14 BROOKS 4TT VALVEsIBOX'+::t;-. f.,.- � ' 6 WRING71TEXFLANGE ADAPTER 15 AC:`AlR'DUCT LJ NGTH AS R/:AUIRED . 7 WX124FLANGED CI SPOOL 16 1 BLOCKWAUL-UPER 14ASTD, PLAN 609 dq 8 WFL:ANGED TEE``,, 1-7 AlwsTEEM110PER'H,B.STD PLAN 611 9 EfFLANGED 9 IcLL 44181 1LADDERf'ASIRECUIRED .,JQIEIRE:& DOMESTICF $ERlVil-CE4 ,,, ' ION°O ♦TERIAL ITEM '�DESGRIR.TION�OF„�MATERIA.S.:�..r�� .M ITEM ': OESCRIF',T , F,�M1 S C R`H. STD,PLAN:607 10 .10 FLANGEDIGV'iWITHiHANDWNEEL t THRUST�HIA KIpE t B ; M 2 RTX FLANGE*TEEOR:TAPPING SLEEVE 11 1(YFMCT;METERiEXTENTION 3 1 r. UANGE#aV..OR TAPPI NO VALVE 12 1D"METER AEXTENTIONW, 4 IWAC',PIP.E,ASIREOUIRED 13 10X 8YFUAN6ED'C1:SI?COL 5 10r'ACI•COUpLING` �`r 14 OROOKS14T,TAVALVE!BOX ,:� �v. . 6 10'RINGTITEXFaANGE ADAPTOR 15 8'AI:.AIR DUCTUENGTH AS REQUIRED 7 10x 12 FI ANGED'CI SPOOL 16 SLOCKMAULTIPER HA ST I)PLAN 609 8 lg:FCkNGEDTEEW, 17 t "STEELLIDIPERHB STD PLAN 611 9 1 1 FLANGED 90'ELL. . ;; � .:. lfl AI.LADDERIAS REOUIRED : 10�,x.,12v FIRE & DOMESTIC 'SERMI,CE ITEM ` :DESCRIPTION�OF,AMATERIALS�-,aA;,,., ITEM f"4DESCRIFrIOWOF• MATERIALS 1 THRUSTcBLOCKIPER HS:iSTD.,PLAN '607 10 12'FI:ANGED�G.V. WITH HANDWHEEL 2 RTi FL"ANGE4TEE'OR,.TAPPING SLEEVE 11 WFM CTi MET ER+;, v�36:; 3 12"RTUL;ANGE(GVOR.'TAPPING VALVE 12 12"METER'EXTENTIONw—,--e,.. 4 12"ACAPIPE?AS;REOUIRED 13 1 X6ZFLAI4GED'CI SPOOL 5 12"ACOCOUPL:ING 14 BROOKS 4TT-.VALVE 80.*� 6 WRING'TI TEE X:FLANGE ADAPTER 15 SA.C.AIR DUCT-LENGTH AS REQUIRED ' 7 12x12'FLANGED Cl SPOOL 16 BLOCK VAULT PER W.B. STD PLAN 609 a 12"FLANGED TEE 17 "1 STEEL LID PER HB. STD. PLAN G.1 9 12'FLANGED 900ELL i 8 I LADDER AS REQUIRED DESCRIPTION OF MATERIALS DEPARTMENT OF PUBLIC WQAX FOR 6;8,1WX12' FIRE& DOMESTIC SERVICE CITY OFfo F JUNTID14aTON BEACH APPROVED: ?i CALIFORNIA REV13IION DATE: STANDARD PLAN N .Q , . II i II i -i� REDUCED PRESSURE PRINCIPLE DEVICE I?—P.D.,SIZE A DIM. 3/49-•-1 %2 " le 2" - 3of .24" 4" ._ B" 30" 8" - 10" 36" a w - + _ '%�'• 40,E �¢ FINISHED GRADELA t p PIER SUPPORT e& LARGER A (6' STYLE SHOWN) DOUBLE CHECK I i � I � i FINISHED GRADE-ti -'�•:•;q• '-�'' `m PIER SUPPORT G' & LARGER Q9 (6" SIZE SHOWN) FOR APPROVED DEVICES SEE WATER QUALITY CONTROL'INSPECTOR. aElpwruEw OF WORM E3A C K F LOW PREVENTION CITY OF Ir UNTINGTON emm Gt�iKS mo o: ;/� LyfP! pIA L- �► CALIFORNIA STANDARD 3t1 1 sio" txrE%MAY 24, n7_r6rl PLA .�y610 d► 4 " ALL AROUN 'N ASPHALT �j mine dD • ' '• • ' If k •k . 2 3 i t � y Itot { 4 a' r• l t• 4 'DESCRIPTION OF MAi ERIALS-,%-1 " !,a: ..; I i EM :DESCRIPTION ITEM, -DESCRIPTION 1 :OAC.AIR DUCT 3 CONCRETE COLLAR 2 BROOKS 4TT VALVE CAN 4 TOP OF PAVEMENT womm f ' i DEWARrMEW QE PybUg go"- VA LW E BOX INSTALLATION, ilAc OJAE 11 'saiMt..r::r�t.r:..r:...:+._,.. ....,...._....... ..-.--..,........_.... .__...-.._.. -,....»»..., +r. s......y-___ -..,.fw•,.w......v.r.r.n aw;rxc,,:.�rJ•',.w,CY'.i'L..n, f1 a EXISTING GROUND LINE p - 50 EE N-07 OR FI NIS14ED SURFACE ' 4 S>7- NOTE O 5 A xr /ram M ' s S 6 OBSTRUCTION 6 3 IN. SMI71 7 r 2 7 1 MINI MUM(I)AG.COUPLING BETWEEN FITTINGS, i NOTE; I. INSTALL OATE VALVE EACH SIDE OF LIPHON IF NO VALVE EXISTS WITHIN 50; i 2. METALIC UNDERG^OUND COMPONENTS SHALL BE COATED Wi T M EC 244 COAL TAR. 3, FLUSH OUT SO BE AT LOW POINT OF SIPHON. E r f I41 I AL ITEM _• DESCRIPTION ;.�K::,,,•.. T _ - i,. , r DESCR) 1DN 1 AS BF_SiUS'CF.MEN T,SIZE AS RECL •• 6 CAST'IRON:SPOOL CEME1 LINEQ125-FLANGED,_ 2 THRUST BLOCK PER STD PLAN 607 AS REQUIRED. 3 R.T. GATEVALYE-SIZEA'S�REOUIRED � 7 FLANGE x RT4!rEL.CEMENT LINED SIZE AS REC. 4 ROOl:S 4TT VLV, BOX MARKEDWAjE A 2FLUSH OUT PER STANDARD PLAN 613 5 S"AC VENT PIPE ONE PIECE lip7sarxar DEPARTMENT OF P11PUC WQRKB SIPHON CITY OF HUNTINGTON BIE R APPRMEo: oisir-Gle M EE CALIFORNIA STANDARD A�VirION DATE* PLAN 613 'M i . 3fSEl. P1PE 7 G MIPIw BRIDGE OR CULVERT t �r 4 NOTES; . 1•THIS TYPE OF BRIDGE CROSSING CONSTRUCTION IS TO BE USED WHERE NO UTILITY SUPPORTS ARE BUILT INTO EXISTING BRIDGE.USE ITEMS 3,4AA7aB r ONLY FOR BRIDGES WITH UTILITY SUPPORTS. 2 SUPPORTS SMALL BE PLACED AT5'MAXIMUM CENTERS. 3,Ak3 E GROU.41) EXTERIOR- PORTIONS OF BRIDGE CROSSING.PIPEB APPURTENANCES SHALL BE PROTECTED 13Y CHLORINATED RUBBER ALKYD PAINT IN ACCORDANCE WITH AWWA STANDARD C204 75 SHOP APPLIED. ITEM wx OCSCRTP�1'10N OF„ MA ERIAL.S ITEM , (DESCRIPTION;,'dF MATERIALS 1 X2)tIWANrnelRONWELDED`ALt+'AROUND 6 2=112"COUPLINGS,WELDED TO PIPE 2 6 x7.'ANCHOR'80LTS REDHEAD'JS 513M 7 Z"IPX;IP;CORP STOP 3 2'Xi116'STRAP LENOTH AS REOUIRED: 6 2"CONDUCTOR PINE ' 4 112'ELASTO. PAD PER STATE STD 51-1.12H 4 1 AIR VACUUM RELEASE VALVE ` 3M ljZx1l1ZHEX HEAD 60LT S WILOCKWASHER l QEpARTI4II:NT PU@UGI+�ARtdS BRIDGE &CULVERT CROSSING C a` Y OF HUNTI NGTON BEACH APPROWD: R G Ud WORKS GtA E CALIFORNIA Df STANDARD RZV410N DATE: PLAN Mg. 614 w. • - for 1 R ASPHALT C&G • 1ry 6'A AROUND lob Sul r. 1 ! 14 • 11 y9 1 6 WATER MAIN � .�•`- 4 2 r7 3 4 4 g MAFERIALS i r ITEM :,.4. .,ij� DESCRIPT IOIJ. ;, ,., .QESCRIPTION 1 1 EACH:J979 SERVICVCLAMPSIZE AS REQ 9 1 EA"-Z 12'BRASS NIPPLE. 2 -1 EA.J1500r2'CORP. STOP. . 10 1;EA,2'8RASS:90'ELBOW,'.-. 3 2 EA•'2'P T I PLASTIC-ADAPT ORS,. 11 1'EAZ PVC:.PIPE SCH-80,THREADED. 4 LGT H•AS RE0.21PI PE SIZE PLASTIC 'PIPE 1'2 t EA'2'PVC COUPLING rl4READED. PE 340G HIGH UENSI T Y."T 13 1 EA 2'PVC:PLUG, 5 3 EA.2'90' ELLS;PL'ASTIC,:PIPE INSERT 14 2EA S C VENT PIPE 3'L ENGTI-I. 6 20 EA.31G STAINLESS STEEL CLAMPS, 15 2EA•BROOKS 4TT VALVE BOXES 7 1 EA.2'BRASS CLOSE NI PPLE. MARKED(WATER! 9 1 EA.21SCREW TYPE GATE VALVE WITH 16 1 EA. CONCRETE THRUST BLOCK 2"SOUARE OPERATING NUT. fx Vx 3�6." 17 1 EACH CONCRETE COLLAR AS RECI 6� pLEPARTMEW QE P!119UC WORKS 2" S I P I-ION FLUSH - OUT CI T 1 OF HUNTINGT N BAH APRRMO: 0;al GTdR vF LA W0FW* tom► F. CALII4ORKA STANDARD t`131QP0 DATE: STANDARD . 615 ' it i i A 4 13 12 10 12 2 13 : 6 7 11. 9 10 10.. .. 9 8 � O ,t• 4 �r f 17 11 g 15 �Zp a 10 �Zr 10 6 7 6 8 :p 9 cm n I 9 14 C? 3 14 rti BYPASS SPOOLS-. '" "~ f •` IZE METER LENGMSPOOL 8" 341/Z" ll� I ----�• 76 �rlfE n 5314' �* I TEIu x;DESCRtP7ONAERIAL. ITEM M f.._:• u fc� DESC131f;TlONOFMAiERiAL S 1 RTX.F,LG.TEEiC►RgTAPPING SLEEVE 10 FLANGEDTGWWITH. HANDWHEEL 2 TAPPING VALVE;OR RT9 FLG VALVE 11 CT METER,SIZE'AS REQUIRED 3 8AC!WR DUCT11ONE'PIF4.M 12 FL•ANGED'WCFQCFELL- 4 BROOK S'4TT.-VALVE:`BOX'�.r.f 13 C117SP.00L1SIZE AS REQUIRED to 3 AC PIPE,SiZEvASIREQUIRED 14 CONCRETE PIERS 6 AC COUPLIN SIZE AS•REQUIRED 15 BLOCK.VAULT PER HB STD PLAN 618 7 RTwFLANGE ADAPTER 16 PEA GRAVEL *: a 12 CI FLANGED SPOOL 17 LADDER SIZE AS REQUIRED 0 FLANGED CI TEE lilt i i i j i D PARTMENT 0r PIJOLIC WfiRKit 5 & 10 DOMESTIC SERVICE CITY OF HUlNTINGTON OW APPROVED:CALIFORNIA RiEVttlWfd DATE: JUNE 10,2976 STANDARD ]PLAN 7 TOPS r_ �•�, • ;, STANDARD OUICKSET COVER 8 B HOOT( A A UISID60 MESH 0ry C-5ID 1 4 ; 3 Ll A '4a16' .9x8x16"CONC. I6! C C BLOCK GROUT ED SOLID, -- L ----- PLAN SECTION B-B '�•- OUICKSET HL-2000 COVER FINISHED SURF E .x. �0- A E a16" pl !� 5#9 WIRE 1� MESH 11 _ STANDARD HOOKr t p FLOOR " M le 6' SA12 ?p. '�' • i!1 CONC.B D ' w III ..I •• • • .. = . '-• !Ei GROUT Il t(t3111?It11�111 �+UI=111$il1�(113(11 �1� •y �; II.TAJ �1�4 � =y-s SOLID, ��a/ht14M d=A�It. • ELEV, SECTION A-A co SECTION C-C NOTES; 1. WALLS TO BE kf BLOCK GROUTED SOLID WITH*41D 16"0,C.VERTICALLY AND STANDARD MESH'09 WIRE EVERYOTHER COURSE HORIZONTALLY. 2, TOP AND BOTTOM SLAB TO BE 9•THICK PCC W17I4*5JL►0QC, LONGITUDINALLY + AND#5 Al2"TRANSVERSE. 3. TOP OF VAULT TO BE 11 BELOW FINISHED SURFACE. �► VAULT:- SCHEDULE ' METER SIZE LENGTH (L) J HEIGHT(H) 6.00 -O 3 x 4 " 1�-d' -V 39'X 48 1 - 6- X4 " " 3 X 48 ® 1(7'x 1O X 12' •O' 14.0" WX DEPAATIItEfff gf PUBUC WORKS VJA T ER METER VAULT CI TY OF NUKINGSTONVACH APPRWI~D: c ar- wor�r�s CALIFORNIA - LRr:vmlON faATE: STANDARD 618 11PLAff - _— .. . .....-. ._ .. ._, .._..__.. _.. .. .. ... ... ...... ...._. ._..-_-..-•-__._____,..�..,........rw....,....4..,.w,.iya ti5.4".aiy^ • A IIUNTINGTON BEACH MUNICIPAL WATER DEPARTMENT WATER SYSTEM -- DESIGN CRITERIA I. GENERAL O A. Design shall conform to requirements of Insurance Service Office, AWWA Standards, DPW Standards, and IIBMWD General Specifications. B. Calculations supporting network design, consumption and fire A requirements shall be submitted. 11. DEMANDS A. Domestic Demands O 1. In residential areas, assume 150 gallons per capita per + day, and 3.5 persons per dwelling unit for average da Y P P 9 g Y i + 2. Maximum Day = Average Day x 1.8 f 3. Peak Hour = Average Day x 3.5 B. Industrial and commercial demands require special design C. Fire Demands 1. 1,000 GPM in single family residential 2. 31000 GPM in multiple family residential not exceeding three stories 3. Up to 6,000 GMP in high rise residential and commercial areas (3-story and higher) 4. 3,000 GPM in commercial •residential 5. 1,500 GPM in school areas III. MAINS 1 I A. Sizes shall conform to Master Plan D. Minimum size shall be 6" in residential, and 8" in commercial or industrial A C. All mains shall be interconnected at intersections f D. Locations shall be generally ten feet in from south and west curb faces. 4� H.B. f4UN I C I PAI_ WATER DEPT. WATER SYSTEM DEPARTMENT -OF PUFIUC {�ORK5_ DESIGN CR I TER 1 A CITY OF � HUNTI NGTON ®EACH APPROVED: DIREGT!>p�� O DRlsS r�? CALIFORNIA F P T E: I IREVISION DATE: P STANDARD 6za ro No.- r E. If future extension is possible, see HBMWD General Specifi- cations. F. Dead ends are to be eliminated whenever possible. Dead ends over 300 feet requiring fre hydrant are to be looped, or an e► 8" main run to fire hydrants. G. head loss shall not exceed five feet per 1,000 feet on maximum Day flows or ten feet per 1,000 feet on Peak flour or Maximum Day plus Fire Flow, whichever is greater. if. Thrust blocks shall be installed in accordance with Standard No. 615. If not applicable, special design is required. I. All mains, 14" and larger, shall have profile shown on improve- ment plans. J. Pipe deflections shall normally be accomplished by means of standard fittings, the locations of which shall be detailed on the plans. IV. VALVES A. Valve `spacing desired: 1. 800 feet in residential areas 2. 500 feet in high value areas 3. 1/4 mile on arteries and ::secondary feeders 4. 1 mile on supply lines I 5. 1/2 mile for combination artery and supply lines 6. 2 valves/tee, 3 valves/cross B. Valve locations desired: � . 1. On the prolongation of the B.C. radial or property line (Fire hydrant shall take precedence for location) C. Gate valves to City specifications shall be used for mains 12" and smaller D. Butterfly valves to City specifications shall be used for mains larger than 12 it operating pressures do not exceed 120 p.s.i. , and they will not be used to regulate flows E. Plug valves to City specifications shall be used for regulating flows F. All high points shall be equipped with air release valves located at fire hydrants. . H.B. MUNICIPAL WATER DEPT. WATER SYSTEM DEPARTMENT QF PU8L1C WORKS DESIGN CRITERIA CITY©F HUNTINGTON BEACH APPROvED:_�� DIREGTknik OF P lJK__ WL7F"1KS GIA• CALIFORNIA REVISION DATE: STANDARD 620 PLAN No. i G. All low points shall be equipped with blow-offs or located at fire hydrants. H. Thrust: blocks shall be installed in accordance with Standard A No. 61.5. If not applicable, special design is required. V. FIRE HYDRANTS A. Hydrant_ spacing required: 1. Fire Flow P.verage Area per Ree aired GPM Udrant in Sq.Ft. 1,000 160,000 2,000 140,000 30000 120,000 4,000 100,000 5,000 90,000 6,000 80,000 2. 500 feet spacing standard with 600 feet maximum for residential areas.- 3. 300 feet spacing standard with 500 feet maximum for j commercial and industrial areas; all parts of all buildings. 1 B. Hydrants locations required: p 1. On the prolongation of the B.C. radial or property line. 2. Tactical 'Location by Fire Department 3. Off largest main at intersecticA of mains. C. Hydrants shall be installed in accordance with standard drawing. If not applicable, special design is required. D. If cul-de-sac is over 350 feet long, a fire hydrant is required on the cul-de-say. sheet. ® VI. HOUSE SERVICES A. One separate service shall be installed to each lot. { B. Minimum size shall be I" where the normal operating pressure is less than 40 p.s.i. C. Services shall be installed In accordance. with standard drawing. If not applicable, .special design is required. D. Services shall be installed per .Huntington Beach Standards and Huntington Beach Water Department General SpecificationsAE H.B. MUNICIPAL. WATER DEPT. WATER SY DEPARTMENT OF PUBLIC WORKS DESIGN CRITERIA CI TY aF �' UK TI NGTON BEACH APPROVED: ,,,,�RECTOR �F wGP-va CA�"pFoRNIA I�E1ltSli6M QATE: P AANDAR�.o,.�: N ICU :.. ....J.r t•'r'..i•.. ..... - ..._..> .. a.,..-...,_.. �_ .._�.._,....... ....>... .. .. =-__ - --...� _-.-.._.-.,-__......ri-..-...•wI61.S'..,.:,,te�}r VII. PRESSURES a A. Minimum residual pressure shall be 20 p.s.i. at design fire flow plus maximum domestic demand, or peak hour, whichever is greater. B. When static. pressures exceed 80 p.s.i. pressure, reducing valves may be required. Pressure reducing valves shall be installed and maintained by owner. ! a i • • i r 1 e H.B. MUNICIPAL WATER DEPT. WATER SYSTEM DEPARTMENT OF PUSUC WQRKS_ DESIGN CRITERIA I CI TY OF HUNTINGTON TEACH APmovm CALIFORNIA ISTAND RD A �xo REVISION DATE: LAN N . ♦:J:.L•.I:. .. r`.�1n.iZrtwYwa+w.+.,w.++,..+«..w....r............_....._....«....... .rv. . »y..,n...-..�.. _.__. .__,.. ...._..._ ......r-�_r .._.... w...............�JRar.ntA'Y.J+�l.:..A.'4t A - Y PLANISHEET SIZE 24'x3G" r- CO N NSTRUCTION OTES {C\l &-CONST,,(SIZE)HOT TAP PER STD.PLAN Na607 G4---=CONST FK°0ER.STD.PLN.N0-G11 2 (SIZE) it a WATER MAIN 7 ONST 2"BLOW-OFF.PER STD. PLN.N%12 z 3�--INSTALL(SIZE)R.TT'PERSTD.PLANNQG07 4J8�---, CONSTPLUGPERSiD,PLN,NPsGO? l I z� , 4 INSTALL(SIZE),GATE VALVE-PER STD.PLN.NaGO7 ..,,.ig-?REMOVE(PLUG BLOW-OFF)AND CONNECT p �IN'STALL(SIZEJ91YELL PER.STD.PLN.Nc-G07 --"CONST.(SIZE)FS"PER STD PLN NO- ., CONSTASIZE)WATER SERVICE PER STD. I ; PLAN Nc� 1 i cy- 4 3 .:GENERAL NOTES z f Q i g t� 4 STANDARDS TO APPLY CL 4 5 _.SHOP- .. _ CTR. Lu W 3 6 9`!"7OUANTITIES 4 6 j 3 - D 2 EX.,2"A.C. rimA A WATER MAIN W a� 4 • i ii - - - - 'a 15 17 18 0/4-1 _ 18 1 2 13 14 3 1 ! V • 7 6 4 12 trii .r t i 0, t t 10 9 11 PIV,INDICATOR VALVE , OR 2'G.V.AB1P. W/2'OPER. NUT d VALVE BOX TO BE INSTALLED BY CUSTOMER. s t. ; ., :,MATERIALS ITEM :. $t:::b ::. DESCRIPTION QTY. 1 .WAVE R'M A I N 2 -'JONESrJ.97DlSERVIf.:E#SADDL•E W/2'CC TAP SIZE AS REQUIRED t .3 -JONES7Jil500 2, COR_P STOP. :.; 1 -4 FORDXPTC115P2'INSERT`ADAPTOR r1 • 5 2wHDPE�►34'OG'IIPLFA'STICiTUBING IPS. LGTH.AS REC . 'G .2"31 C,�AL L�$TrA'I Ni?ESS".STEEL CLAMPS a '7 ' `27MIPAINSERTNAD'APTOR 1 8 12"SCREWit6TABIPYGATE VALVES 1 9 ;- 2'X4,A8RASSIINI PP..LE 10 2«DETECTOR/GHECK�1= t,ta 1 11, 21SCREWEWMETER`'WA•NGE 2 12 3/4.MIR. INSER.T,°ADAP.TOR � 4 13_ .143/4">31-GfACL�STAINLESS STEEL CLAMPS 8 :1 14 3/4'HDPE :3AOG PLASTIC TUBING IPS. " LGTH`as RE '15 ;3/8:x.":3/4'METER • iG PEW.GRAVEL LGTH AS RE' 17 BROOKS':: 37 METER:"BOX 8 LID ( 7 TR. FOR TRAFFIC WAYS) 1 18 ONE PIECE 8'A.C. 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N � p %! +.cif �}rfr�+, �f r'f,,r r;Y�}�,Yr� a'n k 1, p'Id�il l l� ... ,fir. `.,\k{Y q'l r(�,t Vt IL � t ys � ;1 ' p � � ' .w•t f ". +.' p 9" j{ {•7't�t �,i, '�Sl '� �;p^+ � �:A'i,+�!G'i� ►"jry �g �t1 r ��i i,h,i�'j��# �{` s J + �►j-K.`"{!� r��'t,(r ! al'Y••r �}'r�lY '�i ��t�+. "� �'� ,''I s,:i• '� �.'l� K+�� z�i� � �1 4 �i` �r 't / ��h�� t�i fwly4�a r►t �� '•fii S ,A'•ti +Y� r�t�' �Fr�:�+-r ;, .' ; '�)?. ^r 'rj 1. 1, +, o y} ;,r? {t. 1�,j^;Itl �.• +` S !';f "! Y'y I. 4' :i:1�41i•\:• 1►:�Ri/:r ia. r. M, '.,. 1�..i �,.r. !f 1`: iJ`��, :11 CI rl •./;di:. �Y S w4 � •� �► DUPLEX VALVE DETAIL ANGLE VALVESINGLE DETAf 01. s iMATERIALtix DESCRIPTION .r. 1 QUICK CO PLEA VAl. r-QMA AP101 0 • 00• L x ` 2 SET VALVE BOX,1 u ANOVS FINISHED ANGLEIO LUE llC7X iPOORE I-PLO somc r SINGLE C$JICK COUPLER NOTE VALVE . DETAIL I ALL VALVE AND OU IC.K C L PNM A `t 8NAL.L ea INsua_ED w TA AVOUK.E SWING I{ JOINT MOM PLAIN UNE. b 01 ARTMENT Qf PUBUC !gQRK$_ OUICK CWPL.ER ANGLE. VALVE—OE . GI TY OF HUNTI NGTON BEACH APPROYEw � G w r;I4s CALIFORNIA 10TANDAR L valoff G►►11TE% :'T�ti PLAN tfMT1A • BOXED MATERIALS 1-5-IS GALLON MATERIAL..E PRIM MOROI HF� F.c 0 •i'�t.r lJ � w.� �. t" f �M • i PLANTIHG 'WOLE 'DACKI'iLL PER AROOIG�UIa 'KA4 OfUir-1011090, Roca BALL 9 .seIiG"' l'AN0AFkD PLAN"'106 FOR STAKING DETAI L5. E� (l� �I�RARThtENT-OF PU@UC WORK2 MEOMS 4 Ki OSIDE PLANTING L ETAI C1 TY OF HWTONGr0N ®EACH AppmwEo: CALIFORNIA STAND REVISIONQ1�s�:,lAt+I. 'i J f�'Ttc PLAN ��.■seras� _ - -- ------�f�Im41ifY4il d LODGE. FCX.F PwiE(Z''txA-) NOTE: NURM I. TRESS ARE TO dE TIED 70 1A00E FOLES IN TWO i�Y OR "S A/IF.NLT' $A�CD PL.Ar-10. STAKE 2. T1ES AIDE TD.;W,WAOW 6nW4 J1' OR APFMND EQUAL'.(24"L9ok.rH) 3. MES ARE TO 1E IN A FISURE EIGHT AND L4M 9HOU(M TO ALLOW! FOR TW0[7)1KIR'5 OF FLMME TKUNKj GROWTH, 4. NAILy FOR c9055e0AanO AK: TO 6E 1G J GALVAN- �d � ina NAIO FOR rio mo rO dt 4d GAWANIZI:D K00FING NAwL - GROW _5 -M W. FLAN y0#FOR 1905 WELL porA Ly T 6. NArlVr• 9011,10 AC14OV90 ANo impogr 0011, to LAGf1' 10 Me WELL,(01L0606 1:19a9 REadIREp. iCKOODIZAM, Aatr to BE IN 3'x IB"CLEAR,Pop Mot?. f-NttrrMA0M LoO�E Ifta VC050' fAKEy Age ro 0l coregg f9CAfE0. "TYPICAL 5 GALTME d LODGE r-qNI-(z°cam►) r i'xesav *a-14AI1.6 TO Bt 660T OVEK ON OACK hIOE OF afAM y i O •t• �gst,Cp f1 :j 0 J •?`1'P1CAL Ira GAL.TME f; j&pARTmEttr_oF pualac wQRfrw STAKING OF LANDSCAPETREES Cl TY O Hl�Bi TI NG'TON BA H APPROVED: .Lr _ � CALIFORNIA �' ,G � � sTalloa�o E Rt1�IElON GATE ."1. 197�o platy N .'7O3 CASE I 8' PARKWAY CASE lI 10' PARKWAY TWENTY INC14 30X TREE FIFTEEN GAL. TREE A sinew" 6 � a it to 4 ♦ SAND FILL _ `•:: ;' 0 10 . h o O O to 2- INCITES: L.,ftAlinN3.1•IOLE. 2. 60rCiLRLJ_•� �4�="I M 3.•DF�iil'IIY�SUt 4,DIRT ISIN KEEP. 4. PAVWo=NUFMq MAKE 10 REMAIN IN PLACE AT FKQMGT or-TI.IE INSPECWR. 61"R .DAWN IO BE'S EELOW FMKK%Y..C3W9. `L 6°PE, FfaR�ICD CLAY TILE 4"LONG aE4L AT TvP SNALl. !SE INn LLW YERrICALLY IN N."tERNEtE ORNMS � .F11-1 VATH F )CK PERF+aRATIONS i/I Wk. is. DEcopATIVE ROCK suwAQwa A 9 SEE STD. PLAN 105.FOR STAKIND DETAILS. 10.CURB 4 GUTTER. If. SEE spF.JCIFICAMONS ISM. PLAN AITA=FIEM" 704-A). 12.LOC"-'St icNs TO BE:sPkvwt4..Or ".STFer=T IMPpvgc-M&4T PL.Am. LO DEPARTMENT nF PUBUC WORii3__ PARKWAY TREE WEE I - DEM L CITY OF HUNTI N TON BFA(;H APPROVED: atla c u or- -PA E- CAL,IF'ORNK STANDARD RE1�lalDM DAYE•,�4N,._"S i 117�v PLAN Mp.1911 I I' I I�I I ! a ' r REF:',�'�'I ��►�`�°.>�` E�?��i�',r�l'rw"�t �" ' '►�'`�"�'1 �R'�!�� s .... . �.�.� t[94'l�it!'�� I ""r�3�•H �Y'r't'"�Ci rtl�l�;°� �° •� �.:��:1 al:�%r��'l,�tt�•�.,,'.�y'�+,;:;rl�''�;,1+.t'+';ilr �1.'{!1',r�.1.o�`}+�`d{}Sx'L4t'tl4 ti(�y�,i�rxk.r:,!14D�4►,"a{j.r.,frS'`,f�;",.'d�3,+'5 r73r.,�,,.:r�da,��•�e�.lr i �qFs..4i.r.•a;„d,�,`S'yC"?Xy"''1�_.g�i�'�i Tr�t 5�e�C.S?.•�,.+r.y"�+�.*t".-w'ek,f;l".z"tr+i+;r-';2<.�.M1.`r7,.1 Is1.?;',r: i(!kc�},l�T1'>s r�l 77 ^ r.t`.+�`s.}�a 3'3 r�t'.,rT0.X k'.�)�f;ej'•,4�<•jjyt��r,1R''"<1i'•'n r`1�.y.^],?,�i rSi' i x ►' tt Itt•`{', ��? 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S* 4c.'ii{. ,rtt !! j ;.,( t. �'yfR .i �, r �, yr / .,'r. �'r"ru- rP•'. �•:;;,�r.r :xs { 1. `, '.f: xu,A• 'Y L+' �.,tiX ?Gfi .w.y X 3S :.x 71. t ,a\ YSt ��2' r�:.s rFa. r t.: +? a Yl .t Y , {� ; r P i, ,,+ �y: r- �, 3 w �,• � / f S ,.i n� Sr .;e. t;� � a 9^..,.7, :'.r 'r 1° �y %� � ��+�,;;'�`e � '�'• '3 r�,7;� t,'�' �'a �� tx i,t � 3 a . t'� t d >4s a �' sr 7�L' t. � i `I �;,• , S•. r r f.!! it �;-k ,� °�•_x�t� �% :a�{:� '+`•��, Ire, � r. •� � � l u�.I 7;-. w c=>~.•� +; �:.,•�,v,�}s,�'' s �` d �k�.:�1 c';1Cir !'�,. rM11. t;$'.t�>!' tT .wP4 i'. • �•j �r �; rFt ,1��r Fk,T t 1+' 'GfL` 17nK t. t v 1 f2l 'Sv i':j 4-'ry:-`•<yF x als ��' ,t a crs 1 ^ice �fH d � � �1.'•' V + 't r r � t r, �: C'f:, s 1 �f , �,t tC �2 4�,tr.S {t, wtr I!. � ' '� � ��, •" ""'(r, e"t 1.� K'•+ ; ; ' �cSyr,, istf. ,:�' -F �x 1 ' tir;C iv; `°w'Z,s�},,IJSr Y1.ry L t ,t,.� fY •i7M,F } 2: tr ZZt t '�y � i"t, •w t��•y�ti � ?,� �.''�d+`��+rr r,7 +� ,Y M. � * .�T'SY'��.•,�, ry, {•4 ef.�..r; �;1, N 3 d t 4u 1r s 1•yr!A{i.t. t�t �i E it1 1 * "'S � 13 art„! �t t t •�+�t �t. 'F .. i�na�+xw'��efii,:�J•:.�et� :.��rh:rr t�l"3'�itr�+ '�!7'li�' r �'��1�Y:;i JJirfi � �X `t: '��4.t�,S,'7c�ace :L�«35�*w�tr .;A t��1 �'�� ` ..±� :�•,. �:,��.��Si7S�'� � ��M. .i;x.Y'Sr� .}�.UJ a+ .. 1��r,'j i a4'1Fsii +h 4�7,MY r•.s,.'r.` • � A . STANDARD PLAN ATTACHMENT 704-A A , SPECIFICATIONS FOR DECORATIVE ROCK SURFACING FOR TREE WELLS 1. Prior..,for start of workv We- contractor shall visit the site, note all existing w� conditions and bring. them to the attention of the. City. The contractor shall protect all existing conditions and be responsible for any damage caused by his work. 2. Materials: Ii►► A. Rock - 1/4" diameter, pea gravel B. Sealer - Vinyl resin (no 8-111) . C. Color - Indian sand. 3. Applying rock seal: A Ground should: be prepared and compacted to a level surface, 3". hslow top` sidewalk. The area of the tree well- is to llied with 'pea gravel and resin. , Pre-mix,pea gravel and colored resin in Concrete mixer, this, to be poured and hand troweled. Mix' to be 3" depth at outside edges tapering to 1 1/20 at center. Trowel to smooth finish. 4. Clean-•Up Upon completion of,.work, the entire area shall be left,in a clean, neat condition. . . All equipment, - supplies, materials, etc. , caused by contractor, shall be removed immediately A from the site. All spillage of colored vinyl on curb, walk, gutter, street or other than tree well shall be removed immediately. � � 5. Guasrantee r . . All wor and materials are guaranteed for one (1) year after .completion of contract; under normal wear and weather con- ditions. I, s IRRI"TIbN DwE,TAIL wxrER S+ERVIcE wz sm.PLA . SEE1 AJ%h"%Wt.V6. I".Aty6l.E.VALVE 14 ' 8 NO'TA rs1�41. Qr�z BOICK COUPW& VALVE b 9NFiUs3,PLANT3kt 'TREES TO-SE. PER STV. PLAN 07050A Z. PRIORTO.PLANTINIk-,PREEMEsmNCE:WEED COWWLSI'ALL REAPPLIED PER M�NU�TEPiE5IN3TRUe1.1OM8: ;: '. a F WbWINBr ik&Ap LLATION OFPL'AW MATERIAL ANWRAMATION SYSTSM, TWO(2)INCWES OFWALK ON 90M SHALL W USI DAS-"DWEMNS. 4 1 16 GAL STREET'fREE STA LATERAL&WJCWINSTO wAim A'T 0'FROM ROOT BALL .: + ; 5► INSTAL.L.ATION,OF,ENTIREV ATER Siva", S�SALL AE4(JIA�+'INSPECTION BY THE,CTTY OFI uU mNgTCN13EO+CI-I Wh7F_PL O PIAR'TMENT.;t;.: ;. Ca DWO PLANTIIVO'A'L:ANDSCAPs PLAN MUST Be ;3URMITTEC�.'TP'TNE OEFm►mi4ENT OF PUoLIcW0KX6'-FOR AFPF{OVAL�oYTNI= STREtT.lmF-SUPERVwR.-INSFT=K:PN SWA►LL M IREQUIPeDOFAU.. L:,AME)%APING COVERED IN'tHE:S SPECIFWA'TIONG i FL.oOD`a�slN 1;�IEAM'c1.�1'IQN";vAFues� . IS WALL 001d1t17*'(4Z":WNEN"1NIT1{'io—" *ONT YAR01 (o'.WNEN Al' COSPER OF aY-rRFZ10FR REAR A �!�►RD. sM Pt.a�rrW�.EAa ' DETAIL STREET ,pEPARTMENt oIF PgBh!c wQr+rcI LANDWAPE STANDS CINTT� CITY OF h UNTINGTON Gf.EWH APMOvED: ep— CALIFORNIA WANDARD RIVRION DATE:JAN. 8 ,197a PLAN .Z �I I ------------- NOW MEOIAN W11 90 ArP1404 4 A I eq PI-ANr 1.EaaNO 6129 ROCM-rPrUy cIrelooAA . p1Nu� chNAaleNyly 20" no�c 1 (� ICl4i'Mlaberm, INDIGN 'Srgjo&n", 5 �iM.1ON i JUNIFSKUSP 414100tJbty '&" CVAW' S &A4,00 o ® L-loclOPE 616-ANTEA ( GAIa.oN j f Narf.: JAW PLANrOR Aar ro BS rar atmap w1ro °+pfoomp w,4w oN ear zpn4rK. trvR 1RR16Ai ICN mTp1I., Rer-og ry ibcmpmv nNA-, k711 ,QEPAATMENT 41' PUBUC wQRK3 LA J°9GAP9 RA 06ARP wriaSocnaw RAc I-NMANcR. CI TY OF HUNTINGTON BEACH APPROVED: � M CALIFORNIA REVISION REVISIONPATE• PLAN .��" ,1 BLOCK WALL(i'tA ir ATCN UNIL2 9 3 10 to bLOCK WALL I �=MAMCW LINE S T p n'I ,tf MATCH LINE2 2 II gLca- t wAl. 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UNR 6tr .L r io Igo CIO) PC" .� UN t. 1' e 11 .. I VAFMZ3 M&TW LiNa lei MEDIAN(T s'PICAL)LENGTH tWIDTH VARI ABLI MATERIAL LI ST ml DESCRIPTION DESCRIPTION C9 PCMMR Ik'!ED'�1l 2 D ICE STV.PLAN*7121 W4IRK ON EWiK C ` 13 1" ANGLEVALVE JgJF 21A PLAN 101 O Rj= I LO E OUICKCOIJPLER WE 0Et 51EX "AM F1.Ol7MR SM sro.PLAN 171Z CURs GUTTER 1 Nos TO BE LA w4bap r1R. i 15 6 RIEDWC7C�C1 mr.ADZR DEPARTMENTS PUBUC-WORKS LANDSCAPE STANDARDS MEDIANS GITYOF HUN 'INGTON BEACH APPROVED: f 4- - '' CALIFORNII4 1 STANDARD.� I t�Vs�lold DATA: JAN, 14 1a71'o PLAN-MR, i tMATCH LINEI�AI� 12" 3 rwrcH LINE IB" I MATCFI LINE go11 all 12M pot ' w w ICY.�►��wr.��...r��r�� ^��wv. A�� .��. w�.r.M��M ' 3 M1 mA.! LINE "C" l--Ia° MATCH LINE MBu 6►� 3 G` 3 MATCH LINE Oct N MEDIA►N(TYPI CAL)LE NG T'N *WI DTW VARIABLE w MATERIAL LIST aEM DESCRI PT- 10N 1. CUP15 I aMF-jj 2 NOSE W.iAMA. INW5E WYIF5Eq H TOVARY-SEE FlWFI A PLAN '7 2. M .pEPAHTIMENT OF PUBUC MRKS LANDSCAPE SAD. MEDIANS VAANU WW CITY OF HUNTINGTON ®EA►CH APPROVED: 5�� :_� u 'VA" rr. CALIFORNIA ss�ralloa�o Fi!EY�lIGM OATE:JAN, t4 ,lg"iF., PLAN � `A VARIES i A6' i —4"Ta 6" Im • '';.: •SOIL N Ni�TIVE IL 90 VARIES %AWES t, ►.1 C-L OR ac rrom of vVrcj_� I 4 1 ., II NOTE:ALL ITEMS LISTED WITH A MANUF/tiCTUR�c3 NAr'IFGMRNI�'18Eft MaYdE 3UB5TI1VTE0 K►��FgD MATERIAL. IITM DESCRI ON QTY rTEM DESCRIFMON CITY I VATER SERVICE SEE 5"emear SOI1..4 2 1 r,�da smut X-701 OR FRIII w I 1"WN LINE 3 I ANCIM VALVEMEMPLANW1 aC 17. Gi ICj4 COUPLER VALVE NQi VA IV E 11 .. 1_RP SE sm 1- II VALVE X 6 SAn LINE 'i S GA _ C NURSERY CAN DEPARTMENT OF P41„ UC . CITY OF HUNT I NGTON BEACH APPROVED:_._ � � o, c of -- w pwa o►a. � r CAL.IFORNlA STANDARD REVISION GATE%�1 flal�C' PLAN .1 12. i A A � • Ewh Tfi 9 O i t ' VAR V CURB W-F69 MIL. ' = -WICLE 979 OF 9001NGTOP R BEACH mcoltJAWA CODlr, (Do 00 71t7 • TREI~wEU•3ri'�!'�P4 � �vsrr prv°Y �"`Z�tf-1. • R LAtivocArp PLAN ty r=000»ep APP cuvJr-cr ra ��v�5►dNy: /+PPPaVAI., SOFT. 193 APR• 1175 LAN tvSGpPP. SM%14PAlzv �QEPARTMENT QE PUBUC-WQRKL 001AAAMIA1, CDR aR GITYOF HUNTINGTON SFACH APPRWED,- c� Pu OPW,5 PA ra. �► CALIFORNIA STANDARD R(E11�lQF! DATE:— PLAN . ' . • w �. �A ?� Comm E roc I>N� VA Jim � PtiaNrER . VA W!6 GuR� Me) = . ..- Wfi•cuRob Mtj "REFER M., XlMGI•B 97d) APO 949 of 1+URM44700 4 �r 3,EAGN 4FDlNAh10E CpPG,- � I 1 � YAK••-� T • . ,Pi.�Nr�R U QjAwr%ft 22'MI N• f--P ms y TREE WELL. > 51`D. 'iOk ,I A LhNofoohrE PLhF1 KeaUltxev p,Nv Neiga ro f~aylf 4 �r F.?T. 19 A'?PRor'A�L•, 73 A101%. 1975 e -I.-ANp SCAPR STA pF.?ARTYENT OF PUBU� WQRKg F-R SaPACe, 9�t ,,�1 o H 1 'r CITY OF HU?ff 1NGTON B H APPROVED: Ens c u a. ILL CALIFORNIA STANDARD ftEVtB�ON HATE: PLAN No. -� (r RE�51a �lAL VAR.'� . o o• . • .• O • o%. PLAN Ire it ,�:' � O ��►NTER . Z . ,n w v cnRB 4 �► RE F ER;Tv: too ARTICLE 971 AfJP 940 of t1] NVOT1pbTON T1e ry 13 VAR. r PLkN >~R m fTips- 5- M h WNAVgfAPE PLItN ly F*aUIFtr-a A140 guOJEECT To Kcv, wah: P•PPROti/�+L. ppR 1975 �R pEPART�AENT U8 Sc. �$... �, C40F2 F Fz S FYI�.► T• '10 C'TY OF HUNTI NGTON BE ►Cfi APPRWEp• � � �'G [eta cT a ivo� ten. CALIFORNIA ltTANpARD REVISION DATE.' n�"�! WOW 0 • 4 ur-C • G'CDRB torelt T* Lh*DIl1Pr1 ,o Woe. Z .- � ��. , Tooro ww4Alm' 70* ALTPR NJAT E " E3"_� CC, •32'piGR�PN Ws*W , • . . 1 7 i G"G11R6 Iw a � I • P"010N 4C"LN WA1L 0EPT'. 147 L PM A t-AVOc*ArPE P..aN 1y Kgaul;zev 4 ,%i3► Zf ry At r"Au .l pE,PaRTaatNt OF aueuc w:?RK COM 59VAL. FP�vNTf�r— CITY OF HUWINGTON BEACHAPPROVED: CALIFORNIA $ WARD LnEV1310H OATIV PLAN Ot . 71 til.. i DECORATNE ROCK OVER NON-PAVED a EAS ` WRIES 1 S . m117 �TOz-W' am T7c%mq"*MF-0 NOWMGML *roe DEcORaTIVE ROCK OVER PAVED �Ilbrrrrr��i.r��rru■rrrr,wri�rr, w�Rr .i j/ VARE 1 `�//yy��QQQQ t j1 r •j RIMMomilm 1 1" A . tOMPACM MMWE SOIL EXWnNG MABIENT i . L DECC?PAME BOCK SURFACG * ..I Z. PL.AM MEM9fME S. 3EE 6Mr.1F XrWI (STANWJW PLAN ATTACMENT 11rcrA) 4. IM P1ca K*S MatlDW MAW ATrAC"MEW 11") • f { DEPARTMENT OF PUBUC WORKS„ DECORATIVE PCGK SUPFACING i CITY OF HUNTINGTON @EACH RPPWWD. 1 CALIFORNIA �R c v STANDARD DARD � � REVISION DATE:JAN. 15 j 19-W-2 PLAN N2,��? � r � � 1 I STANDARD PLAN ATTACHMENT 716-A i SPECIFICATIONS FOR DECORATIVE ROCK SURFACING OVER NON-PAVED SURFACING ,. '�•sk .. fit• 1, prior to start of work: The contractor shall visit the site, 'note all existing conditions and bring them to the attention of the City. The contractor shall. protect all existing conditions and be responsible for any damage caused by his work. i + 2. Materials: . A. Plastic membrane - 6 mil plastic. B. Rock - 1/4" or 1/2" diameter, pea gravel and/or as specified. C. Sealer -- Vinyl resin (No. 8-111) . ,h 3. Applying rock seal: Ground should be prepared and compacted to a level surface, 1 1/2" 2" below top of walk/curb (s) . , Plastic membrane is then to be applied over the ,entire area with an overlap of 1" at joints. Gravel is spread and rolled i to forma level surface tothe satisfaction of the City of Huntington Beach. Then entire area is to be applied with two (2) coats of vinyl resin sealer. Contractor shall wait until the first seal coat is dry before applying the second coat. Mixture of sealer is 50% water and 50% vinyl resin. 4. Clean-Up: Upon completion or work, the entire area shah be left in a clean, neat condition. All equipment, supplies, material, etc. , caused by contractor, shall be 'removed immediately from the site. All overspray of colored vinyl on curb, walk, gutter,- street or other than gravel area shall be removed immediately S. Guarantee: All work and materials are guaranteed for one (1) year after completion of contract; under normal wear and weather conditions. r v DEPARTMENT OF PUBLIC WORKS- STANDARD PLAN ATTACHMENT CITY OF HUNTINGTON BEACH APPROVEDs__�G`=._G ©1R Ell GT!>A aF P WA-TF- CALIFt RNIA nE11:510N DATE: STANDARD PLAN No, 71GA STANDARD PLAN ATTACHMENT 716-0 SPECIFICATIONS FOR DECORATIVE ROCK SURFACING . M OVER EXISTING PAVED SURFACING 1. Prior to'. start of work: The contractor shall visit the site, note all existing w conditions and bring them to the attention of the City. Contractor shall protect all existing conditions and be responsible for any damage caused by his work. 2. Materials: I A A. Rock ^ 1/4" or 1/2" diameter, pea gravel and/or as specified. D. Sealer_ - Vinyl resin (No. 8 .111) . * 3. Ap;1 rXiing Rock seal. i Area is covered by 1/4" or 1/2." pea gravel or crushed rock 1. at. a depth of 1". Gravel is to be rolled prior to vinyl spray.. { application ,to the satisfaction of the City of Huntington Beach. Area is sprayed two (2) times with vinyl resin sealer. Con-- I tractor shall..wait until the first coat is dry before applying the second coat. Mixture of sealer is S08 water and 50% vinyl rein. 4. Clean:2e: { y Upon completion of work, the entire area shall be left in a ' clean, neat condition. All equipment, supplies, material, etc. , I caused by contractor, shall be removed immediately from the site. All overspray of colored vinyl on uurb, walk, gutter, street or other than gravel, area shall be removed immediately. i S. Guarantee: All work and materials are guaranteed for one (1) year after completion of contract; under normal wear and weather conditions. 1 { • 1 I I DEPARTMENT OF PUBLIC WORKS STANDARD PLAN ATTACHMENT I CITY OF HUN'TI NGTON 81EACM APPROVED:��_r'� CALIFORNIA STANDARD REVISION DATE'.' PLAN No, 7168 I z ry MA701 LINE 1 t =.r "► A., r tt Y e i _ aj N r Q t # a #CN , rr. rr w t V � J MIP%TCif ut-1a f DEPARTMENT QF PUBUC WORK -- ARTMIAL WIGWW, Y WOUT LA14DSCAAP'� k CITY OF HUNTI NGTON BEACH APPROVED: c-�. �•�` RK, 'DA7 r-- CALIFORNIA REVISION DATE Aq. 20�t�i`iG� STANDARD PLAN N . 2Z- � 4.w• Jr I-PHOUCAP0 fthw ly pgao erw /+F7n 6u6Jecr � f G► APPROV)rL, S 11i Z � A A I zVAM00 o7 N5TAMPE12 C Q ?ErL 0 Al L. i VARIfi VAIRI5c, .., .,. •• '•, r' �i: III-I(I��•-='l�rr Illrrdl�ft� .1 �'r , I . �•�''..r ';I.r: ►�N-. ��.�t�li��{I� �r�i Dili-N •� i LOAFED GD30l.-6EvrONE• FL.A'r C©D131-5SrvNt�- PA:TT1�IZN ppfTrI gR . B y-'JAiE 6*d MEAAP-h w toot Norco. �1EPAiiTME p 8 c �r R� LANDSPOAPE 5TAPPA-I C) — th.501AOev 5rhnr+pvo c4itworr- mvmpe.( ►1o5Eti CITY OF HUNTINGTON 9EACH APPAova):� .,� a r. oc�yt, Re iL CALIFORNIA0 STANQARD AEVfslroN DATE: PLAN .730 1 STORM DRAIN DESIGN CRI'1EAUA A. Hydrology & hydraulic calculations shall be submitted por Orange! County E.M.A. Design Manuals. 5. All buildings shall be protected from flood .n�i duri.itq 100 -1'r.ar frequency storm. C. 1. Onsite design storm is 10 year:; frequ- clilvy. In ::urr.h C011di t ifirl:: for catch basins and the connecting :storm dt-ains, ttst• 25 yvar frequency. 2. Offsite design storm frequency subject ;o individual review by the City. I7. 1. Velocity should not exceed 2u itrt'S in standard wall R.C.1►. 2. Vhere velocity exceeds 20 FPS, a special wall . R.C.P. •with a minimum of 1 1/2-inch steel clearance on both the inside ,ind, outside surfaces shall be used. 3. Maximum velocity in special cover H.C.P. shall bo 45 FPS. )✓. On azterial highways, oiie (1) I'll lane enr.h dirovi-ion should bo clear of water, with a 10 year storm. F. On local streets, flow should not exceed top of curb, for a 10 ; year storm. G. Maximum W.S. in CB' s 0. 5' below inlet (FL. ) elevation. Ii. Once water is picked up in a storm drain, it should remain in the system. 1. Pipe size may not be decreased downstro1111 Without t-he Ci t.y "'. approval. J. Branching of flow is not allowed. K. Submit calculations based on energy grade line and plot hydratlic grade line and provide hydraulic data on plan. L. The ratio of normal velocity to critical velocity shcinld ho losts than 0.9 or greater than 1.2. M. Cast-in-place pipe can lie used within the roadway section 0. 015) , however a cleolocty report will be required. " IC. cast-.in- place pipe is to be used as an alternate, a sc:uar,7L� ralculnt:irn for the cast-in-place pipe shall be providoO. , Upon complCt ion of project, engineer is required to revise construction plan to indicate the actual vine used. DEPARTMENT OF PUBLIC WORKS CITY OF HUNTINGTON BEACH APPROVED: t3Ftt~GTvFZ OF GtidlJG t'�Ct�i.Ti t • t t_ CALIFORNIA STANDARD REVISION DATE: ]PLAN .....,.. �yww.,.w,�w+..ww..w....�_._....-•.....�w._.........�w.w...�._......«w.w+•.r... r.'YAfi,. .......swv-•.............,.......w.`+.+.-.�.r'RxYM..6YL.4w'.i�1- {^< +HaS'L;:I.`..1.!S.Cr M«f.t�•'.w+t'.fii..t�3 t • N. St:orm Drain Easement: width shall be determiner) in the fo,llnwinll 1 manner: , 1. D = 36 11 c small Dtstancc, frarn top f.; 1 tlic. .to mound level t-Amos 1..5 r di.71110L I: Vt pipt. When cover exceccis 10' , use 2 below.) 2, D = 39' or greater a. Distance (with 10' or less of cover) from bottom of pipe to ground level times L 5 + diameter of pipe + 2.0 ' b. Distance (with ,niore t:lia» l0' of cover) from bottom of p4pa to ground level times 2.0 4 diameter of pipe + 2.01 : In any case the width of easement: shall not be less . U16n 10' in c.idt�h. 0. Storm drain shall be' located at the center linir of the casetuout. . P. Easement shall be exclusiveily for storm drain purposes. i i 1 t,rr ,QEPARTMENT_OF-PUBLIC _!,.ri:7.S ' CITY OF HUNTI NGTON BEAM APPROVED:_A1 4�.� . ��•� CALIFORNIA REVISION DATE: STANDARD clot ^r••r ia�:li.rre=s�j+';��drYr!r�;lrt' +�• ;ir STOMI .DRAIN DESIGN CRITbRIA A. llydroloc�y & hydraulic calculations shall be submitted liar Orange County U.M.A. Design Manuals. D. All buildings shall be protected From floodi.n�j duri.jul 100-y .-Ir + frequency storm. ; C. 1. Onsite design storm is 10 years frequency. In sump colidii•inn:s � for catch basins and the connecting :storm drain::, ust, 5 }•oar frequency. 2. Offsite design storm frequency subject to individual revi.ow by the City. D. 1. Velocity should not exceed 20 ETS in standard 49-111: R.C.P. t 2. Inhere velocity exceeds 20 FPS, a special wall R.C.P. '.wi th a minimum of 1 1/2-'inch steel clearance on both the inside and Ioutside surtaces shall be used. i 3. maximum velocity in special cover R.C.11. shall be 45 FPS. E. On arterial highways, one (1) 12' lane 'ench direcHon should bo clear of water, with a 10 year storm, F. On local streets, flow should not exceed of curb, for a 10 � '! year storm. G. maximum W.S. ill CB's 0.5' below inlet (FL. ) elevation. 11. Once water is picked up in a storm drain, it should remain in the t system. i 1 I. Pipe size may not be decreased downstream without the Cit:}•':. approval. J. Branching of flow is ;lot allowed. K. Submit calculations based on energy grade line and plot lijidraulic I grade line. and provide hydraulic data on plan. 1� i L. The ratio. of normal velocity to crit:il;ill velocity ::Ilselllci tn� tons. than •0.9 or greater than 1.2. � M. Cast-in-place pipe can be used within the roadway section ' (n= 0.015) , however a neology report will be required. if east-in- plaee pipe is to be I1stid as all a l ('ol'na t•e', it :opa ril l 1. ra l vil l at it'll for. the cast-in-place pihei shall providod. 11pon rrlliplet ieill of project., engineer is required to revise construction plan to .indicate the actual. nine used. DEPARTMENT OF'PUBLIC WORKS CITY OF MUhTfbld TON BEACH APPROVED' 11al-G7c7 dF UkLh t'Jr;;66 1 • 1 1_ CALIFORNIA STANUnaD LREVI S 11-�N a AT E PLAN ttc1.:1�..1 �:ui.iirurt:v>»a+c•czrrtcc�aaK • i i N. Storm Drain Easement width :.hall be determined in the followinil imanner: I _ - , , • , . 1. D - 3G small D�st�ui�,� f:�•om top c f; pipe�. ,tc� ground level times 1 . 5 a- diatneWt of pipo •t 2.0' When cover exceeds 101 , use 2 belote. ) 2. D w 39' or greater - a. " Distance (with 10' or less of cover) ; from bottom of pipe to ground lcvrl times 1.: 5 + diameter of pipe + 2.0' b. Distance (with more than 10' of cover) ' from bottom' of pine to giouiiil level �. times 2.0 + diameter of pipe + 2.0' . { In any case the width of easement shall not be less thin 10, !it, leidt•h. 0. Storm drain shall be located at the center line of the L-a:;omo'nt . P. Easement shall be exclusi%-ely for storm drain purposes. DEPARTMEIVY�OFSPUBLIC WORKS CITY OF HUNTI NGTON BEACH APPRov6:_. :�� d"arc-rai; CTtil1�.. L�•4'rIN.• c CALIFORNIA STANDARV REVISION DATE: _._ .. ._ .._. PLAN N0.•�l.�l,� w,.,,,..................r ...__..._..__..._•� _—_..__..._...�.,.,r,....... :.z.•.•....,............_...�-•—�.w.,..._..�...,....,...�.,.`�S+C:'i::a4:;3.c.7..�::xzl$x:�r7i�.,.:.v"'