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Home My WebLink About3947-41p A7(r7ar417VM P ,fVCZ1 -4.1* . _V .4 ceelfer fop ean?dr — eoew Are g ,mof,Avt -.00, -rjra,�cp. fvjo floe wf JA ft;-wi�vcAro AWw ifrcwr alior frvfjr of eworr AMAP .07 60/4 d*WbA,90 AP cailockwil &.70.41"1151 cdm,&h110f1p,? dro&h 6,1dr foativ sirl4cr SPECIFICATIONS NO. SHEI! T NO. 1;71 JjvwAAr0uA�vr w,;v Alcr Ito go t mr4o,7/01 'rwpA. jho- rpo0v'A - ;3 1&. jot// L J 471srart w P"A"" -671LUArm'" r .4.0 jfN0 C-09NCR "m AANO PUL L posr bvi.4 A& �*C,740) - . - � -I I Awe, "ev--r 4�P,,PleC.0 P"A .0 lop 115 II-t1f 0&1111�lr A& j Vre/c.1000 60- Owes 'tpag+vv O'l I.... v"v'r,pasr .. _4 1 t y rwic-44 awcc W st-Me c&,rcvr .t, - (fee 414 �Cpvoj V%71-LWA7ff11V v v Arvy, foe, AwAf SA?'< SHEET 4 C* 4 j5ftll d-areve, #lope pv,# 0,74" sa7l gce" A' x, r"e ce Ar.11 my wnl�*,arw d",fe go-lks It 4W LVO gy .vmr t" A" r -0;w tw"', Af"n~), golf wav a4r, oor :4 Yd A"mj e 61AKI g f , fob* &wT04 rb* A"04 I 4dipae &" j4 wilea 0-vf 00 MIX? 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VlAhV AND LUCA' In X -Ne" -va, grl�g few## roe Witt# &r117&-CtjV Not ev 5eaw osedcAey fa ZA, tefo 'Al RdIt Aq�M 6 rl JMh roWd A if ddF r1re R 6" 92 It fop Sf 11TCh Mi* 41 FA'Z f rho exte"Aorl ormap jogs lccprrr Me*# wir" I 'A" ew J4 470 Is Ate each at wrozimtj -4 j/7j�h C&ItiFtl 0 gap. OaAff.^rlted h ap"aAa &PAror""a 0 45' rrcm the 'I verejeo. hAt 6Alk I AN It � Airspjq r ? MO =4 k&v CV- JtWdV, is"Ago r)"pe, 179 vlope" .1wz&p, pe eV,0emvwa1 j&%T11tV 1*7V e4.1f0ft i r 0,.%4vrPkrd I . 0 m lwl�r* p"" $40eff T POVOLl- SWIN0,,EATf CtrAll- NOTE: 1. ALL "POSED EDGES SHALL PE ROUNDED. TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND 0 SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS. 8 AND C SHALL 99 THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING STREETS WHERE NO PAVEMENT ' REMODELING - 18 INDICATED, THE ELEVATION OF THE OUTER EDGE Of THE LOCAL 00KES91ON" "SHALL MER T*.'tHE 01141SHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREE'T'S'WHERF. - PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS Of POINTS F AND 0 SHALL Of SET H, HIGHER THAN THE GUTTER FLOW LINE ELEVAYIONS.AT POINTS A AND - 0, RESPECT-I'VELY.- THE ELEVATIONS OF POINTS P AND R SHALL*.-Ot SET HI HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS 8 AND C, RESPFCTIVIEL*.* THE ELEVATION OF POINT 3 SHALL BE SET 1-�_HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. W - HERE THERE IS NO -GUTTER . ADJACENT TO -THE LOCAL DEPRESSION, THE ELEVATION OF tomr. E SHALL BE SET H3 HIGHER: THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H — NOTED ON THE PROJECT PLANS. H - NOTED ON THE PROJECT PLANS. H2 — NOTED ON -THE PROJECT PLANS. H., = NOTED ON THE PROJECT PLANS. G - 600 mm (2 feet) K - 1.5 m (5 Feet) L 1.8 In (6, F500 M 1.2 m (4 - Feet) N 1. m (5 Feet) Wa CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCti BASINS. THE THICKNESS OF THE LOCAL DEPRESSION- SHALL- BE 100 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CON6TRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY -13E SU83TITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USL1) FOR -CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN. PUPPC WORKS-AISSOCW10W- $0WHIER14 L.ALIFORNIA CHAPTER sTmomopuN MET111C 313-1 10INS" LOCAL DEPRESS10''N"s"A-t CATCH-19JAIIIAr' SHEET 4 C* 4 r1if MITA01FOUrAN WA11* 01$r*Idr 1W E2MM C�AMPIWM I a0shtlovriam FiGa5 CHAItV L INA' ,P'ro/ce WNW uv.xm. 4,"Owa. to% M04M wo K CURB OPENING CATICH 0ASIN-0) Ir WAR CURE�3 Ir %JINT 8 POINT C CURB A 00TTER POIN . T E PLAN, L; (SEE SHEET I ^A C.As E E 14. K WO K CUR,831 VE GRATING CURB OPENM CATCH BAM (S) CATCH I WIN (3) O#e—WM4 GpAT#A (S) C (SEE SHEET I T_ I POINT 0 CURB I I It & INT 18 OU7TER c- — — — — — — POtNT E POINT P PLAN POINT R K w D_ K CuFt� OPENINO CATC-H BASIN WIM GRATING (3) AND DESPJS SKIMMER r c Ir 4 P01 NT a CURB CURB OPENING CATCH aA$IN: WIT14 'MAN140LIF IN RTAFFT GUTTER L v cull w %V XF1UL_A0 k -p I "1 1%0 %A Lb— C (SEE SHEET I OIRECTION OF FLOW AMERICAN PUBLIC WORKS ASSOCIATIO14 - SOUTHERN -CALIFORNIA CHAPTER LOCAL DEPRESSIONS O'CATCH BASINS mmompmal ma _Fj I FLOW LINE ISTANWO PLAN MET= 813 — 1 SHEET 3 OF 4 5 * 14' 51 W=14; v=0 H=2" CA TCH BASIN LOCAL DEPRESSION (CASE E) SCA L E.- 1 10 = 10, .150 91, -ji 0 W=Z1 V=4. 0 fi—Z CA TCH BASIN LOCAL DEPRESSION (CASE E) SCALE 1 0 = 10' cz, w 0 (10 . ft Q) LO C\4 v__ L JA1 26-2050\streets\St04.dwa. 4/4/2006 6:02:58 PM. 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K WO K CUR,831 VE GRATING CURB OPENM CATCH BAM (S) CATCH I WIN (3) O#e—WM4 GpAT#A (S) C (SEE SHEET I T_ I POINT 0 CURB I I It & INT 18 OU7TER c- — — — — — — POtNT E POINT P PLAN POINT R K w D_ K CuFt� OPENINO CATC-H BASIN WIM GRATING (3) AND DESPJS SKIMMER r c Ir 4 P01 NT a CURB CURB OPENING CATCH aA$IN: WIT14 'MAN140LIF IN RTAFFT GUTTER L v cull w %V XF1UL_A0 k -p I "1 1%0 %A Lb— C (SEE SHEET I OIRECTION OF FLOW AMERICAN PUBLIC WORKS ASSOCIATIO14 - SOUTHERN -CALIFORNIA CHAPTER LOCAL DEPRESSIONS O'CATCH BASINS mmompmal ma _Fj I FLOW LINE ISTANWO PLAN MET= 813 — 1 SHEET 3 OF 4 5 * 14' 51 W=14; v=0 H=2" CA TCH BASIN LOCAL DEPRESSION (CASE E) SCA L E.- 1 10 = 10, .150 91, -ji 0 W=Z1 V=4. 0 fi—Z CA TCH BASIN LOCAL DEPRESSION (CASE E) SCALE 1 0 = 10' cz, w 0 (10 . ft Q) LO C\4 v__ L JA1 26-2050\streets\St04.dwa. 4/4/2006 6:02:58 PM. D.