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HomeMy WebLinkAbout3270-1---170 MIN. J BAR 5PACM, mm 300 (121 240 (71 UNAUTHORIZED VEHICLES 240(71 PARKED IN DESIGNATED .0 = 75 mm (3') USC 544143(2-T/1'x2'a3/8 j ACCESSIBLE SPACES LETTERING ON SIGN MUST BE NOt DISPLAYING 1"MNI UM OF DISTINGUISHING• PLACARDS 210 8' OR LICENSE PLATES 180(51- 80 51350 ISSUED FOR PERSONS 125(6-1/21 22" ERIN. WITH DISABILITIES 180 (51 OWED AWAY AT 180 41 'S EXPENSE. 120 (3-1,11 HICLES MAY BE " J BARS QV ( } AIMED AT APPROPRIATE INFORMATION MUST BE INCLUDEO ON Address) LEOR SIGN (MINIMUM OF 10 TELEPHONING IN HEIGHT) ones Number) J BARS# TYPIN SIGN EN RANCE, (b) DISPLAY CONDITIONS '�;FTPt1&fL.IFk5 /h� /� E HINGE COYER AT A�5�550�ts P�► �L NUM II t✓R; (J' :/' •• S E INLET IN RrRUT+AEE"PEA TOPPEPER ' , I i oE. 604 mm ,� cavER PER �- �,,� �� o+ I Z4" �- TYPE 2 TY; Sm. Kjod FROVEEMENT LEGEND • n .yr.• y� //�, NOTES E SEE NOTE 8 - - E 500 rnmAN` is • � width of drirowol /AnPL1GA►Iei°V".� tA1�t p]�l]G./�i'�. ( .) rP' -gnrh�lau Arta 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. F(7M) AOA CA U33y 2. IF `THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 SECTION 1 _ _ A BEGINS AT THE TOE RATHER -THAN AT THE Rld LINE. INLET TYPE 2 T 4-i?r r 4-4-) 3. FOR OPEN DITCH (TYPE 2), THE_600 mm (24")- EXTENSION BEYOND I NpTt 6 THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") 250 m I W©r ZZ� �'� 1�� -+r�r. ! 1 I ^� OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND 16gFAnm (TO') i ei w �'N V W V TO THE R/W LINE' IN ANY EVENT. (5/81)0 1 4. TOP OF INLET STRUCTURE (TWE 1 & 2) $HALL BE FLUSH WITH ADJACENT I I ;� G SECTI ON • SURFACE WHERE PRACTICAL_ r� g0° B ��' ��✓ r (� O / r= -r" �^ 5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD m� 'F I INLET TYPE 1 11 a `�0 '��''�'`� (5/8" x 6-3/8". 1' HEAD) ATTACHED BY A FULL PENETRATION BUTT DETAIL OF ANCHOR I ! ��j �-^ r� WELD MAY BE USED AS AN ALTERNATE ANCHOR. t 1 ✓T�` TT FI �,[iI%+�j�Gi�6RO r 0 11 �J 6. NORMAL CURB FACE At POINT M AND Q. CURB FACE IS B + 125 Mm (5") cUHB FACE �., �5 mm �� F�� f C.2 AT POINT N AND P. —' ,<1. — — — _ ANCHOR �� 49 >f A�� _ 7. T}lE mm (3LEG OF THE 16 mho (5/8") DIA ANCHORS SHALL - .►� �j�j%�i J`rl r��-� BE PARALLEL TOO THE TOP OF SIDEWALK. POINT M P0114T N POINT P POINT 0 8. SLOPE = 2.0%.— > 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALS VALUES USED FOR A { t ""'��I •.'d•�A�`ttla,l� �^. CONSTRUCTION SHALL 8E METRIC VALUES. IF ENGLISH UMTS ARE USED, �-' ALL VALUES USED FOR CONSTRUCTION SHALL 13E ENGLISH VALUES. HOWEVER. PLAN r` �r f p�''I{ 9^T10 ASTM 615 REINFORCING STEEL MAY 6E SUBSTITUTED FOR ASTM 615M STEEL. ►'Bfn/ ►T t�f^ Ir a`"°' �,,rl� '!'"\C s �.� TC GRADE LINE AS S 2 PU SHOWN ON PROFILE TOP Of CURB AMERICAN BLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN TOP OF CURB A 4N t -� >. _._ _,Y..:: _,..:. ... _..�_.-....,... PARK DRAIN L _ POINT P NT 0 METRIC �..• .•.. _�... _ ,»,. 151 1 - P I POI 10, 70 7 60, S 1 1 OF E /-''i l! U4 f 'ar � Sk�ET Y OF Z PAINT N — • _ P INT M PROFILE \,.,� - - SIaEY�Atx ANUE C'/k1 Vit' G it ' �,... "t cALVANttfa sTeiL N,sH ,�\ �' I f* • ! 1 1x" { r.,w►F i� L�+ li r/.l �i ii •�- t YI T IS- eoI >A6, 0 , d-- Z SR !.a 14 z7 r�►. 5. o 1 I L.- I o,7 s e, L AV D AY '44181$1 I ATAO 3; J <I I i—il srli. I ......� .._ 1. ■ ._ ___-_ _ • r• • • •� VICINTY MAP 142136 PftMW ON s,o. 100" CL ARMUT • S. mm J BAR 5PACM, mm 300 (121 240 (71 450 18 240(71 6Da(24-)_240jr) .0 = 75 mm (3') USC 544143(2-T/1'x2'a3/8 j 75 ( 240 9D0 36 40 la 42' 210 8' 1100 48 180(51- 80 51350 135054' 125(6-1/21 1500 60 180 (51 1650 [051 180 41 1800 72' 120 (3-1,11 m ' EOR S = 750 mm (3D'} AND LLA USE 2 '" tpp ANCHORS OTNERWSE, USE 3 ANCHORS m i4- BstTER 2 12 SEE NDTE 8 tfY tom 1,127 EOR S a 1200 mm (48") AND LESS. :. . -� s .•:��:=:.I .0 = 75 mm (3') USC 544143(2-T/1'x2'a3/8 j .00 mn • Or 50 mm 6 GALVANIZED ME L ANGLE �uT01 TO SECTION A — A OTHERW. B • 1D0 him (4'1 USE 694542'1 CYiSI NG + (3-11firx111') GALVANIZED STEEL ANQE. h2E t m E S 150 mm J BARS QV ( } _ tIOM 420 mm J3 0127 IAAX OC m J BARS# i SECTION 13--13 Vg`• H.61 P/14i0A Silr0 Pit?- 41" 0E-, r_nj1rAp)1k •s 170 I ANMM t " it AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BT tt+G rW� PARKWAY DRAIN STANDARD PLAN fi �W' ,��aIG 1,Z 1 - 1 Imo, REv. Tues SWEET 1 OF 2 USS WITH STANDARD 5PE41FICATIONS FOA PUBLIC WORKS riONSTRUGDON I 1� '1 0 b7 6112 rAGam.. e• 9idtwalk� �' SidawoCk REVISIONS 13Y plus (pro 9idtr�Glh' r 1 RIsJ Linn i" mals uj a O'tArt11 kw� dLurb foGts 1 4 ONO I q W �, �$ Pcc• Pre GiIay -� > ExponSion %kint t�ullcrtlPlonaJoinr �' W EXportmn Joint Q U TOof Curih front M&of 5id8Natk z uj p 4'R0dit16 d'radio ( "Q 0 T04 • tits . us Imo' t Rad " cc cf; Ez w9iort JOi a Ln afKi vi "`F tl r j 04 �. V M_ Priv owal xponsioi Joir Z 0 Srwfion of t.3 pa 00 O. 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