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HomeMy WebLinkAbout3698-10w� A ^ W � a CURB OPENING Fr_ E a o CATCH BASIN (S) F I I Co "'¢� I 6�� I I B S CURB CURB- POINT A 46 TPOINT B r�4>\--POINT D & } (.) POINT C k,9 GiyT GUTTER GRF`9 STRAIGHT GRADE RIDGE R POINT E 5 U -POINT F a � -+-DIRECTION OF FLOW �m U N - K- T A PLAN POINT A FLOW LINE PROFILE CAS E A cn �N L WD L N W � CURB OPENING E o w CATCH BASIN (S) _ - - - - - l w< w a) r 701 �. �. CURB CURB PAINT A-� G�P��'/ '-POINT 8 POINT C ST�,giG \`-POINT D & yj GUTTER I 413P F POINT Ew c.a Q POINT F ' n C P01 NT G __j ¢ PLAN U- DIRECTION OF FLOW -+- DIRECTION OF FLOW � fin, o� z� N L -� W ©---- L N z Ica 1 P01 NT D \POINT A POINT B `POINT C -- FLOW LINE PROFILE -fLOW LINE CASE B 25 m (1") 150 mm (6") 25 mm 01 150 mm (6") 25 mm t1-? M,G.OR VAR. ,* - 450 mm VAR. -VAR. t1.51 50 mm �- VAR. �- !2") CURB v RIDGE ' o IFACE + H D- r ^. VALLEY E �, VALLEY p • 4. •o. ��v o p• E SECTION A -A SECTION B - B SECTION C -C ` PROMULGATED BY THE \----POINT G U PUBLIC WORKS STANDARDS INC., GREENBo COMMITTEE a - DIRECTION OF FLOW 0:: 00 N z'U USE WITH STANDARD, SPECIFICATCONS FOR PUBLIC WORKS CONSTRUCTION - I-- ���-POINT D FLOW LINE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PLAN PUBLIC WORKS STANDARDS INC., GREENBo COMMITTEE AT CATCH BASINS METRIC 313-1 19114 REV. 19% SHEET 1 OF 4 USE WITH STANDARD, SPECIFICATCONS FOR PUBLIC WORKS CONSTRUCTION BASIS OF BEARINGS: THE NORTH UNE OF THE SOUTHEAST QUARTER OF SECTION 36, TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62, BEING N 89'59'12"E N w� V=W N � U E�aw w x to3- POINT A POINT E\' L' CURBSIDE GRATING CATCH BASIN (S) w L N CURB OPENING CATCH BASIN (S) �D� WITH GRATING (S)I - - -, rb-C (SEE SHEET 1 ) POINT G PLAN CASE C �z CURB & I' GUTTER K WD - L N CURB OPENING CATCH BASIN WITHD CU RB OPENING CATCH BASIN WITH E w GRATING (S) AND DEBRIS - - - j `l MANHOLE IN STREET z SKIMMERED - .t- E -- I =_ CURB CURB POINT A --""/POINT B .. POINT C- rRH�G POINT D & y5'T G,R G UTTER GHQ GR�DE STRAIGHT GRADE S�RP� vPL�E I VALLEY \--POINT E �- POINT f D PL n^ I E POINT G /-1 I V DIRECTION OF FLOW v CASE D J Q i Q LCD K (CASE D) z 0 o N 1 W D �!� L N v Z L (CASE C) 1 I ~ POINT C -POINT A �- POINT B (CASE C) POINT D POINT C FLOW LINE (CASE D) FLOW LINE PROFILE CASES 0 AND D hi MANHOLE t OR FRAME OR AND GRATING tF 40 mm -� STRAIGHT GRADE - 2 I CURB I o. FACE + H ° MANHOLE OR FRAME AND GRATING SECTION D - D 5 rnm W) 1.50 mm (G") h1 •- - 25min VAR. 0") j VAR. ' I 1 I N VALLEY - E E a. 4 s• �p p _ � SECTION E - E AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS SHEET 2 OF 4 K I wp K -� iv CC w LU z CURB OPENING a CATCH BASIN (S) EWow I I I E War z0 I I I I C CURBS G�POE POINT B POINT C STRq�c CURB N� HT & 1 S�RN`G JPV��I `q���Y cR'�OE GUTTER fj POINT E PLAN C (SEE SHEET 1 ) CASE E W �- z W N W a K WD K _ E cc o W CURBSIDE GRATING _ ¢ CAATCH BASIN {S) - - - - CURB OPENING CATCH BASIN (S) c 3 z �jf-WITH GRATING (S) (SEE I \ ---- ( ) r CURB \ G�PDE I POINT C �i� `STR;q CURB �q<<FY CRq�f GUTTER I POINT B --� I - - - - - - - - - - I - - ti POINT E C POINT PPLAN POINT R CASE IF i V) K w - K W z CURB OPENING CATCH ``' BASIN WITH ORATING (S) E Wow AND DEBRIS SKIMMER Ex r - - - - - - - - "' x z0 C ------I � CURB GRP POINT C STRAP CURB um T& CURB OPENING CATCH BASIN <4E -Y �'�Aof GUTTER POINT BWITH MANHOLE IN STREET POINTE ----- C (SEE SHEET 1 } POINT PPLAN POINT S Q { CASE G DIRECTION OF FLOW � m J � Ix co K WD K z U Z U J . POINT B ,-POINT C (cnsE E) FLOW LI N E PROR LE \(CASE F) POINT B POINT C FLOW LINE (CASE F AND G) CASES E, F AND G (CASE E AND G) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS SHEET 3 OF 4 NOTE: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. i 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURS FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET Hl HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTIER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. S. DIMENSIONS: H = NOTED! ON THE PROJECT PLANS. H1 = NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. H3 = NOTED ON THE PROJECT PLANS. G = 600 mm (2 Feet) K = 1.5 m (5 Feet) L = 1.8 m (6 Feet) i M = 1.2 m (4 Feet) N = 1.5 m (5 Feet) Wo = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. ` THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 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 CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS. ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS SHEET 4 OF 4 ALMERIA AVENUE 60' CATAWABA AVENUE ' 60' Ix e 30 , m � CL INTERSECTION c � 1 18 18 30 30 c, 47+62.36 WALNUT AVENUE cn Lq�, r' o N =3+ 19.52 ALMERIA AVENUE w 1 ' 1$'- - 18' +pp 1441.99 FS 00 _, cc co � N �d- •-- � to U � I � � N U CNI I4 ca co co BCR ECR ECR 1444.75 TC 1442.75 TC BCR 6" CF 1444.39 TC -- -- --- 44.39 TC " N 6" CF 14 w tip. -Sl:-- = �` �� Y-Y� • •.AA -�- ti--._! co 6 pO pO - -= 1.75% K v7 Lo _00 1440.90 FLo PROPOSED CURB & GUTTER 0• ��° 1441.37 FL `'- Lo 47 I 1441.74 F5 f � 48 I N 49 1443.11 FL 0.5� 0.5`0 1443.59 FL J.0� - 0,5go _ 1443.62 FS 1443.35 1443.44 FL 1444.10 FS N - FL 1441.56 FS 1441.93 FS 1442.23 FS °p IR 1441.40 FS in - - - - ago 7 PROPOSED CURB & GUTTER 440.90 FL 1441.62 FL ;r, CN 1443.86 10 E� `'- PROPOSED MEDIAN CURB -V_ N Go - Z i Iim co ECR Q!'. «!'ii"" BCR - -- -- -- -- -- -- -- 1440.53 TC 1440.53 TC WALNUT AVENUE CL INTERSECTION 6" CF Q 6" CF 51+56.41 WALNUT AVENUE ca C =10+00.00 CATAWBA AVENUE cs"`� WALNUT AVENUE INTERSECTION FLOWLINE DETAIL. SCALE: 1 of = 40" - DETAIL NUMBER $ rlo--SHEEr NUMBER / 2 \ INTERSECTION FLOWLINE DETAIL. �4_7) SCALE' ' w = 4099 Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD C NSTR N IRED ORIGINAL BENCHMARK Prepared By: of Ess CITY OF FONTANA CALIFORNIA O OU O UC1�O OF REQ11 PREPARED FOR: CITY OF FONTAW BM -361 oQR S QV4 IMPROVIDNIU S NOT COMMENCE WITHIN SPIKE IN PP NO. 1536697E AT THE SWC N R ALLARD ENGINEERING- �, �p HqR.R. E ORE�� PJ ��, �ti CAPITAL IMPROVEMENT PRO/ECT PHASE IIA \ o TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA �LEVATION.N 1365.01,EAND SULTANA SINCE DESTROYED NUE. Civil Engineering -Land Surveying -Land Planning � � � 2 STREET IMPROVEMENT PLANS o SHOWN HEREON AND CARRIED FORTH INA 8353 SIERRA AVENUE 8253 Sierra Avenue rn DRAWN BY: Q SCALE: AS NOTED DIAL TWO WORKING DILIGENT MANNER, THE Cf1Y ENgNEER MAY FONTANA, CA 92335 Fontana, California 92.335 ExP. 6/30/076 DESIGNED BY. , - WALNUT AVENUE DATE. BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (909) 350-7610 SITE BENCHMARK (909) 356-1615 Fax (909) 356-1795 * lk JJF & EW A STA ARD PLANS MARCH, 2006 w YOU DIG YOU DIG SW CORNER, SEC. 31, T.1N., R.5W., S.BM.-2 I.P. o BRING THEM INTO CONFORMANCE WITH FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF .. 4 �° 9T C i v i k- �� CHECKED BY: APP EIS Y DRAWING NO.: 10 TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFTC.r BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 FOF CAL�FO o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a�vA�tOl� ��.6 (expires 6/30/2007) osH -- L ' O 3698 10 a CITY ENGINEER R. C. E. 51152 rlLtNAMt: M: \aWg \ 14,4Uu \rINAL Ut,-�)IUN \,-) I Ktt I \VHAbtilA \VVALNU IAVt,-) I I U.awg