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Figure T. 7.12 Gully with opening gratingFOOTPATH1. DIMENSIONS SN MILLIMETRES2. GRADE 0? CONCRETE 20/20 UNLESS SHOWN DTHERY/ISE3. TRANSVERSE JOINTS IN PAVEMENT SLABS MAT BE LOCATED TO MEET FRONT FACE OF6U.LY BT BUT MUST OTHERWISE BE IDCATED- AT LEAST 2m*A\mY FROM A SIDE FACE4. B\V£ HNT SLABS SHOULD BE PROV1DI ^ WITH TRIMMING BARf llNFORCEM£NT ACROSSCORNERS OF GIJLLY PITS AS SHOWH IN DRG. No. H 12MAY BE VARIED TO SUIT KERB HEIGHTAND CHANNEL GRADIENT 8V ADJU&TJWG— THICKNESS OF MORTAR BEDSTANDARD OPENING0UUY ORATINGS6AISNO GROQy£ FJllEO WlTJ-5 APfROVEO SEALANT5S2••-•rT-T-'-rr^-rTgr•3 CEMENT MORT.AI! BcOC£M£NT NORlJ"RENDERING 10 THICKINTERFACE BETWEENGULLY PIT 1 PAVEMSSI AS PAIHTEO WITHSIT OMINOUS PAINT ORCUT-BACKSECTION B - B SECTION D-DWEARING COORSS—| pBASEJN-SJTU CONCRETEINFILLPRECAST K£RJ3-KERB OVERFLOW WEIRR£F. DRO. N» CE 1031KERB OVERFLOW WEIR. ORG. No.C.C 1031SECTION A-A225 t PIPE TO SECONDGUUY IF NECESSARY— CLEAR DISTANCEBETWEEN GULLY WALLSTO BE NOT LESS THANS70SECTIONC-C*•gôs s,.,___.LINEA in>!2S S2S 125.. , 775 j ^PLANSCALED—I ^25^^_s2_s_._ _ ^.{ysJ.H..LPPLANFLEXIBLE PAVEMENT RIGID PAVEMENT
Figure ¥.7.13. Trappedgulty with opcninggrating2. GRADE OF CONCRETE 20/20 UNLESS SHOWH OTHERWISE3. IRAHSVERSe JOINTS IN PAVEMEMI SLABS MAT BE LOCATED TO MEET F HO NT FACE OFGULLY PIT mil MUST OTBHR¥/E< feE BE UXAYEQAT LEAST 2m FROM A SIDE FACEi. SLABS BE PROVIDED W0H TRIMMING BAR RSMPORCEMENT ACROSSCORNERS OF 0UHY PITS AS $H0¥,TN IN OR6. He. H 12iI MAY 6E VARIED TO SUIT KCHB HEIOHT j STANDARD OPEKIHOn*" j AND CHANNEL CRA D!£NT BY ADJUSTING 60LLY GRATING1 THICKNESS OF^TAjJ ittfif ft •«•«•-!MO! *•** OgOj|-L"|_ j, _^— st'ALIKG G«OOVt^ f-Iil|D WilHi j j-tr.miii TL-jr-TT' •« -^^m^T.&^M.A, ..«.,. ' ••-» ' ,.«"? »*.»«*» *»•** S\aefcJ1hJ/L• ••'•>^*iM>2¥ r 1 /60.I.VCE3&SS *'»n i —i/in ^Sflei1^.S"^^-"-T^• '.•••• u -_!•.-, r- mi- -m "**."* i * • 1 • ,*''* 't ^*'^_ ^ J *•^ pto^Srm^^^* Lr, .,„,-„„ ,., j^|0ol 530 has730^^^v55>îOj * 1" r ieSECTION B-B:*': *• ; • '•"3231 * i s^ i \ _ Arrrtv^cu a&Ai.AniS^^tt* "*Hi P i \fk?i-to^^-2-S^J^^.V:. 1 ' •.>«-.:.tooSECTfON D~D>*- •*;^«j \- INTERFACE BETWEEN-1.3 C€ME«T MORTAR 8EO*» ^p^: GUilY 1*17 1 Rfl**£M£NT*^^.-r^"^^?^-^:|* 1 "^ *_-•— -|- SLAB FAIMTED WiTH; * \ i ?»j ° BITUMINOUS PAINT ORV y '^ «f» ^* CUT- BACK BfTUMEN• »*• *^. ..-. ; -^' ^530 hoof, ! 'SO ' j' 'si"IN SITU CONCRETE I KER8 OVi ERFLOW WEIRJ-KER8 OVERFLOW WEIftH«. C. 5.1031 iR££ ORG. ?*». C.E. KJ31 RIGID S4.A0 1>SjLt§5 3s WEAHiMO COURSE j, 0 'PRECAST KERB 1" 1^j r— ®AS£ CQUtSE | j•— •— f*""XCV^^/ T*il^-^f1 1•j ^w..^ p. " ^^-^.riJ•*• '• °' " "I••••; •'.- --i1e r^1 ' t_ Î--.- -v125 300 75(l50JM|!50JTOO9^0 * 1,„„„, „,,„„ I -•:__„ ... - .- > ........•"^nr^"s l- J2^^^-*sjj /«J?>•-SECTION A -AIIQgji8 \ 11r i"^ "i j, ! . ... , t 11§ A «» o i • tie— 1 *- -r *" ' «: ,4 « ** • «i n iK£RS LINEI t* ** £ !t ,„. • « «* |ItLLaaSSESSîESalH^h-—*i ^._jL^11tn! 300 ...y.»oWi»UMOL§ ""PLANh — ! —'H -~--—*^^^, ^ |.&- -iSs' '•'- •-•-••-•••MWIWI,,.,, «.,,»«,„ IJ ' 4 4, ,,,ri«,, , „« nri--nI- •.—-.'..Li22S#G'ULIVl-cieAK DISTANCEB£TWfTO BC: KOT LESS THAN jtfrft —•^r»ip£ TO SSCONDiF NECESSARYt ff* * ^1 A^ ° °1 § A m IAII ** ** 221 *- ii n i mm ,»* ***SCAte'- t :25•*;«.\'*"."#* »si n*^ ! /- ;•*-'.• ' *1 ^TTJaL 25* [^^fwr * IIim *\:.L- rrr ji. 4 *125] 3CO |?$LlSO M 150 J!00iTîo * ^ 1SECTION C-Cn>; K£«B UNC —-|' Sj • I ^r L ^,,,ny.,1»,,^-, '4-ji^- j j^^j[ 1jI*I,1 M t r^.:'7^l^|7l7^|j » . ^^J ^ji^gyÔtta^12$ 300 bsj ISO fed 150 JfOO""rT" w "n T ". I^l^^^j—r. '*°- ' - * ' -LPELANFLEXIBLE PAVEMENT RIGID PAVEMENT
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UNIVERSITY OF HONG KONGLIBRARYHong
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NOTESThe Civil Engineering Manual o
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CONTSUTSClauseNo,TitleClans®No*Tit
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ALPHABETICAL INDEXTitleClause No.AA
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TitleClause No.GeneralGeneralGenera
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TitleClause No.PERMITS AND SHORT-TE
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TitleClause No.Safety Fences, Pedes
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¥.1*1.2 (Cont'd.)(July 7?)Item 7 s
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V.1.1.4 (Cont'd.)(July 7?)Item 22It
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Y*1*1*7 (Cont'd*)(July 77)If releva
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(July 77)££S2£§S£i^(a)This pro
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7«1*2«1 (Cont f d*(July 77)P*G«B
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(July 7?)acquire land for street wi
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V.1.2,3 (Cont'd.)(July ?7)(ii) By n
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(July 77)1 *41*4*1OHThese instructi
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(July 77)1.4.31 *4*4 FinanceMonthly
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,1«5.1 (Cont'd*)Fuly 77)(d)(vii) W
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V.1.6(July 77)1>6 KefersiacesReleva
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Appendix 1 - p«2(July 77)Pliase I
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V.1Appendix 1 - p*4(July 77)Phase I
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V. 1Appendix 1 - p*6(July 77)Phase
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V.1Appendix 1 - p.8(July 77)NotesSu
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V.1Appendix 1(July 77) - p*1QPART I
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1* PresentationHighways Office* P+V
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v.rAppendix 2 - p*3(July 77)3*7 Dgg
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Y.1Appendix 2 - p*5(July 7?)(v) des
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1* PresentationV.1Appendix 5 w P*1(
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V.1Appendix 5 -(July ?7)(b)(c)(d)lo
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V.1Appendix 4 - P»2(July 77)Schedu
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The amendment is direct conversion
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Name ofRoad/StreetApprovedDrawingBa
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The amendment is direct conversion
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JName of j ApprovedRoad/Street j Dr
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List of Roads Affeoted by Road Wide
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V.1 'Appendix 6(July 77)Prom s Chie
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Appendix 8(July 11}M'E M 0From s C.
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7.1Appendix 10(July 77)MEMOFrom $ C
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7.1Appendix 12(jtdy 77)MEMOFrom i C
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Appendix 14(July 77)Prom s D*L»Ref
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Appendix 16(July 7?)MEMOi Registrar
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V.1Appendix 1? - p«2(July 77)I? Ex
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Highways () DivisionWORKS CONTINGEN
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V.1Appendix 20(juLy 77)CHECK LIST -
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V.1Appendix 21 - p»2(July 77)FOE O
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7.1Appendix 22 - p.2(July 77)21. G.
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H.H.4.3V.1Appendix 24(July 77)Our R
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H.H.Appendix 26(July 77)HIGHWAYS (H
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V.2.2.1(July 77)2*2 PROCEDURE2 * 2
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(July 11}2.5 PRIVATEForms FGForms F
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?*2«3*1 (Cont f d«)(July 77)Appen
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?« 2.3*3 (Cont s d)(July 7?)Only o
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(July 7?)2«4 GQj^MEKT PROJECTS2«4
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Amendnent Sheet Ko» 7Formation Req
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V.2Appendix 1 - p.2(July 77)FOR ADV
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V.2Appendix 2 - p*2(July 77Îtem Ho
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Appendix 3 ~ P*1(July 7?)Notes on F
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¥.2Appendix 5 - P»3(July 77)(* in
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V.2Appendix 4 ~ p*2(July 77)3* To e
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7*2Appendix 6(July 77)Land Developm
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Appendix 7 - P*2(July 77)Land DeTel
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V.2Appendix 7 «• P*4(July 7?)Lan
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Appendix 8 — p*2(July 77)Land Dev
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¥.2Appendix 9(July 77)Authorized A
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Y.2Appendix 11(July 77)Form BProm s
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¥.3.1(July 77)CHAPTER 3MAINTEMAIGE
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(Aug* 78)3*1*2 GeneralAmentoent She
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(Aug* 78)3*1*^ Surveys3«1*5 Inspec
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(Aug. 78)3*2*4 ôcediire^^ for Work
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V.3.2.7(AUK. 78)3*2.7 Correspondenc
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¥.3.4(July 77)3*4 BUS TERMINI AID
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V.3.6(July 77)3.6 TRAFFIC AIDS3.6.1
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77)3-6.4 PrpcdurC. for T., is the a
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V.3*6*7(July 773*6,7 J?l!iMI§,4]^^
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(July 77)3.8 CI^£gANCE .........OF
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77)3«8« l * Obetructigns ........
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.3*9«2 (Cont'd.)(ill) He should ad
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V.3.10.4(July 77)3*10«4 Bailey...
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¥,3.12(July 7?)3«12 MAIHTENANCE O
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¥.3*12.2 (Cont'd.)(July 77)(e) Roa
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3J4DAKGEROTJS BOULDERS(July 77)As a
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(July 77)3« '6 MAINTENANCE OF CEME
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Appendix 1 - p»2(July 77)RemarksRe
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PointV.3Appendix 2 - p.2(July 77)Lo
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V.3Appendix 3 - P«2(July 11}Remark
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Appendix 4 ~ P*2(July 77)RemarksRec
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Appendix 5 ~ P«2(July 77)ftecommen
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V.3Appendix 6 - p.2(July 77)ROAD AN
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¥.3Appendix 7 ~P»1(July 77)Gentle
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Appendix 8(July 7?)R@f * Highways (
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HIGHWAYS OFFICEAppendix 10(July 77)
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¥.3Appendix 12(July 77)REGISTERED
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EnactmentRoad Traffic OrdinanceS.15
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Enactment Subject Authority Delegat
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SIGNS JSP MABKDjaS ~ M INSPECTION R
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OA&os&~Whltc paperIE* -paper— (Re
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Appendix 19 - p«2(July 77)18. The
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7.3Appendix 1977)* »*!»8B««2a±
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Duplicate—re/tow paper—{Retaine
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CIVIL ENGINEERING MANUALVOLUME V RO
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Amendment No. V-l/92 (Jan.)CHAPTER
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4.4.2.5 Creep of concreteAmendment
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Amendment No. V-l/89 (Feb.)4.12.10
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Amendment No. V-l/89 (Feb.)4.15.6 R
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Amendment No. V-l/89 (Feb)4.17.1 Ae
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Amendment No. V-l/92 (Jan.)APPENDIC
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V.4.1Amendment No. V-l/89 (Feb.)CHA
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V.4.2Amendment No. V-l/91 (Jan.)4.2
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V.4.2.2Amendment No. V-l/91 (Jan.)4
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Amendments No. V-2/84 (March)TABLE
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V.4.2.3.3Amendment No. V-l/92 (Jan.
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Table 4.2.4a Drag Coefficient CD fo
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V.4.2.4Amendment No. V-l/92 (Jan.)4
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V.4.2.4.3.1Amendment No. V-l/92 (Ja
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GROUP2TYPE OF CONSTRUCTIONSTEEL DEC
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V.4Appendix 4.2.1 — p. 2(November
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V.4Appendix 4 . 2 . 2 : - p . 2Amen
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V.4r , Appendix 4 . 2 . 2 - p . 4 ,
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V.4Appendix 4.2.3 — p. 2Amendment
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V.4Appendix 4.2.3 - p. 4Amendment N
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V.4Appendix 4.2.4 - p. 2Amendment N
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V.4Appendix 4.2.4- p\ 4Amendment No
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V.4.2.6 (Cont'd)(Noveitiber / 1983)
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V.4.2.10Amendment No. V-l/91 . (Jan
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(1) HB vehicle within one notional
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V.4.2.10.2Amendment No. V-l/91 (Jan
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Amendment No. V-l/91 (Jan.)LoadedLe
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V.4.2.12.3(November, 1983)4.2.12.3
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7.4.1.2(November, 1983)Highway stru
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V.4.2.2Amendments ITo d V-3/854»2
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Amendments !To» V-3/85 (July)4« 2
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DIFFERENCEFROM MEAN VOIDTEMPERATURE
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V, 4*2*4*3(!fevember f 1983)4*2®4
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TABLE A 9 64.^.0SDBPACE TEMPERATURE
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4«2«6f 1983)Although the risk of
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4-2.7V.4.2.7(November, 1983)4.2.7.1
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7*4*2*8(Nbvember f 1983)Pedestrian
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4*2«12«3V*4»2*12*3(November, 198
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V.4Appendix 4«2«1 - p*(Bovember,
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V.4Appendix 4,2.2 - p.2(Kbvember, 1
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V.42, COLUMNS Appendix 4*2*2 - p*4(
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Appendix 4.2.5Amendment No* V-l/92
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V.4Appendix 4-3Amendments No* V-2/8
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TABLE 4.4.1CONDITIONS OF EXPOSURECO
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TABLE 4.4.2Characteristicstrength a
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4*4*2*4 Shrinkage(Ifevember, 1983)S
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3)oc;om•Hmm ajo mo mo(AXm mTIID o
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4«4«2*6 Coefficient of thermal ex
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¥.4.4*4M A * n x 4 (November, 1983
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Y*4*4*4*3 (Qont'd)(November, 1983)T
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Appendix &.4.1-P21000800VDO600o»0u
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TABLE 4.4.3CHEEP INVESTIGATIONDetai
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Appendix 4.4.2-P37 10 20 50 100 200
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7*4POST-TENSIONING SYST3MSAppendix
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4.9 BBABINGS (November, 1983)4*9*1
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TABLE *f.9.1ROTATIONCLASSCLASSIFICA
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AppemSix 4.9.2SCHEDULE OF BEARINGSn
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4*10 FATIGUE(November, 1983)The rec
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«(Hbveniber, 1983)4« 11 ® 6 Psî
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(Sbvember, 1983)Experience has show
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vvSHRINKAGE, CREEP ANDPRESTRESSTHER
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V«4*11*2 (Cont'd)(November, 1983)A
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W.R. Gr a ce (HK) Ltd.CCL Systems P
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Byckerhoff and Widmann AG(Bymdag Sy
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Franki PSC LtdVfong Pa & Company Lt
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V4.12Amendment No. 7-4/85 (Sept*).4
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V4.12Amendment l N Io« ¥-4/85 (Se
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7,4*12*11*1 (Cont'd)mu • • *.
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V*4*13(November, 1983)4*13 TOUNDATI
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4* 13» 5 JteiJIJPULJfeiSlfiLM M iB
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7.4.13.6.2 (Cont'd)(November, 1983)
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lPARTICLE ! SIZE mm//^7f""""1"Tl>oo
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1»3 Overturning2» Piledv.4Appendi
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Y.4*14(November, 1983)4*14 HEADBOOM
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4,14«3 fempjeqsat;Lop, fo r. verti
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4.15 PARAPETSV.4.15(November, 1983)
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4*15«4 BesignV.4«15*4(ifovember,
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V.4«15*5*5 (Cbnt'd)(November, 1983
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4«15«6 Reinfproed i .£onoret e
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4*15.12 Sight ,digtanoea7.4*15.12(N
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TABLESTRENGTH OF BKEMFDJRCED CONCRE
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TABLE 4«15«6DIMENSIONS FOR GBDUP
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•orL^BBranMaanaI,_1 'iAODININGEDF
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15CLFOOTWAYTOP SHAPED TOCOMPLY WITH
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7*4Appendix 4*15*2 - p«1(November,
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¥.4Appendix 4«15*2 - p*34* Vehicl
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4.16 STOKMWATER DRAINAGE7.4.16(Nove
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?.4»l6«2*2(Cont*d)(November, 1983
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¥.4*16*4(Jfovember* 1983)vf' yCity
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V.4.17.2Amendments No. V-2/85 (July
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Amendments No. V-2/85 ( July )FIGUR
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a,FIGURE 4,17.5DIMENSIONS GOVERNING
Page 384 and 385:
Page 386 and 387:
Amendments No. V-2/85 (July)Texture
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Amtndmtnis No. V-2/85 ( July)GOOD®
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Amtndmtnt* No. V-2/851 July)EXCESSI
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FIGURE 4.17.13 VISUAL INSTABILITY T
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Amendments No. V - 2 / 85 (July )SU
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¥.4*19*4.7(November^ 983)4.7 Blanc
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12* Clause 4*13*3V.4*19*12(November
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17« Clause 4.15*6V*4*19*17(Kbvembe
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Page 404 and 405:
RHYTHMFIGURE 4.1Z17RHYMERHYTHM AND
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V. 4.17.12Amendments No. V-2/85 (Ju
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Amendments No. V-2/85 { July)FIGURE
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V.4Appendix 4.17.1 - p.lAmendments
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V.4Appendix 4.17.1 - p.3Amendments
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4,18 OPERATIONAL CONSIDERATIONSV*4
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4«18*3«2 Maintenance accommodatio
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v.5.1(July 77)CHAPTER 5MINOR WORKS(
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(July*??)5*5 PHEPARATION OF, MINOR
Page 422 and 423: Highways""""C ) ""DivisionCheck Lis
Page 424 and 425: Name of Soad sLocation :Sub j ect1*
Page 426 and 427: (July 77)6.1 ROAD RECORDS6*1.1 Proc
Page 428 and 429: NAME OF ROAD:—STATUSLOCATIONAPPRO
Page 430 and 431: V.6Appendix 3(July -??)Road Records
Page 432 and 433: V.7.2(July, 77)7.2 DESIGN PRINCIPLE
Page 434 and 435: ?*7«2,3(Cont f d)(July, 11}Because
Page 436 and 437: V*7.2.6(Cont*d)(July, 77)Suitable s
Page 438 and 439: Ew«*•*1235678TypeofroadCDFeeder6
Page 440 and 441: .* x(July 77)7.3 DESIGN DETAILS7*3*
Page 442 and 443: (July 77)provided with a cap at the
Page 444 and 445: (Jialy 77)7.3* 1 * Edge detailsPave
Page 446 and 447: (Jialy 77)gully gratings. Because i
Page 448 and 449: ¥.7.5*5(Deo.* 83)- ''"gully gratin
Page 450 and 451: Ref. : ( ) in E.G. 4/3/2? Highways
Page 452 and 453: PART BAdditional Requirements to Se
Page 454 and 455: - 5designed accordingly, rather tha
Page 456 and 457: FIG. 7.3.6.2GULLY-325 GRATINGFLEXIB
Page 458 and 459: "FfG. 7. 3.6.4 'UNTRAPPED GULLY{ WI
Page 460 and 461: a — ooDOUBLE GULLIES ATLOW POINTS
Page 462 and 463: Figure g. 7.2Relation,, between cum
Page 464 and 465: Cumulative number of commercial veh
Page 466 and 467: »uwauy200too1BMMK mmtm lillll T*
Page 468 and 469: awu200I II ,.„i MMOn strong subgr
Page 470 and 471: Weight of reinforcement CKg/irr)oOO
Page 474 and 475: "I _1NOT.E : All D!MEf4SIQNS IN MIL
Page 476 and 477: STAHOA.
Page 478 and 479: STANDARD C.I. GULLY GRATINGREF DftG
Page 481: [HKPJ624H77CXOlbMfltHHDate Due
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