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HomeMy WebLinkAbout3247-8v v U V)� � 31 0 s -v v, v 3 -v 00 n ..0 in Z Uj CD o I N M O C) U aW 3 � .� X O 0 tr °' E ch 0 U 0 O C) C:) N s!- 0to0 !Z >- oo_ –I-� V1i p L -- - N ---- ! L w k A �' L4CUP.B OPENING �� E u CATCH BASIN (S) .— E < I ca�3tz 3 p �,. CURB t CURB POINT A—X50 min ,r t I1..5) PAINT !3 POINT C-� ��` � "—POINT D & STR 1',��h'J� �, GUTTER RIG�JT u . DE ` Rf©Ct POINT E U-1 —POINT F - DIRECTION OF FLOW P COLAN rr __ f o N K w D Z \---!✓OINT B -POINT C -POINT A -FLOW LINE PROFILE ' CASE A (� t N `— i. Ii...r, wQ L ^.0 w CURB OPENING E t,, o CATCH( BASIN (S) \ — z Zz ( tt I J CURB\ POINT A---�¢Q� \--POINT 13 C' POINT C% POINT E < Pa! N? F L DIRECTION Or FLOW 0 ca n N L W z D —.- I��\ —r��— 450 mm CURB FACE + H � -r --.� —SECTION A -A W B \� POINT G Q DIREC T iON OF FLOW m t� cv-1 L N z \—POINT a -FLOW LINE C N CURB POINT D & GUTTER j LJ c� L' POINT G .� --a DIRECTION OF FLOW m L N z V POI NT A— p T 3 `— POINT C \ • GEN1 FLOW LINE PRO TLE -FLOW LINE CASE B 25 m (1") mm (6„) 25 mm (1") 150 mm (6") 25 mm (s') M-M,G,OR VAR. ------ I VAR.-- –j Im —VAR. k t vaR. ) b RIDGE— E VALLEY �� . VALLEY-- I La 10 SECTION B–B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION -,SOUTHERN CALIFORNIA CHAPTER "'CAL DEPRESS -IONS STANDARD PLAN PRG�.t�lLGATBYTiiE L PUBLIC WORKS STANDARDS INC.. METRIC GREFIa:=©CGitWiTTEE 1984 AT CATCH BABASINS313-1 i9 = REV. USIE WITH STAtNDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTTt�I� SHEET 1 OF 4 I 1. ALL EXPOSED SHALL BE ROUNDED TO A 15 mm (HALK . INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB 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 EXITING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIOS OF POINTS F AND G SHALL BE SET H1, HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT. POINTS A AND D. RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE M! AREST TOE OF CURB. -. K WD K Ld w CURB OPENING d CATCH BASIN (S)—\ e� H ��z0 L -. CURB—POINT B POINT C�O�r G CUR9B �C & S �a GUTTER POINT EPLA[V C (SEE SHEET 1 ) , W CASE E E w� w K �- IND a t .� K E CURBSIDE GRATING CURB OPENING CATCH BASIN (S) Mo CATCH BASIN ES) \ — — __. — ��/—WITH GRATING (SY (SEE SHEET I) CURB OPS tsT POINT C t q��fir CURB � 4 { �6F GUTTER POINT B-1 POINT � —POINT P ---.—— PLAN POINT R CAS E F v—n K WD K ap 4I CURB OPENING CATCH BASIN WITH GRATING (S) E u rz AND DEBRIS SKIMMER - E a: < to �LU zG I CURB —' °� I POINT c srR,�, CURS SN `ICURB OPENING CATCH BASIN C/F), ��F GUTTER POINT B WITH MANHOLE IN STREET , POINT E .�.. ..,_.. — _._. — (SEE SHEET I } POINT PLA� POINT SUj PN r� a -�----DIRECTION OF FLOW ,., ti < U- CASE C m Q K Wp K z 0 L— POINT B ,POINT C \ 1 (GASE E) FLOW LINE PROFILE (CASE F) \ POINT B t1- POINT C' FLOW LINE (CASE F AND G) CASES E, F AND G (CASE E AND G) AMERICAN PUBLIC WORKS ASSOCIATION - SOtET##°IERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 LOC'AL DEPRESSIOMS AT CATCH BASINS DATE SHEET 3 OF 4 5. DIMENSIONS: H =NOTED ON THE PROJECT PLANS. H1 =NOTED ON THE PROJECT PLANS. LOCAL DEPRESSION DETAIL H2 =NOTED ON THE PROJECT PLANS. H3 =NOTED ON THE PROJECT PLANS. G = 600 mm (2 FEET) NOT TO SCALE K = 1.5 m (5 FEET) L = 1.8 m (6 FEET) M=1.2m(4FEET) N=1.5m(SFEET) WD =CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE (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 NOT EXACTLY EQUAL VALUES. IF METRIC UNTIS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCION SHALL BE ENGLISH VALUES. uul� �z Cit< au � Uj s z 0 cURe-� POINT E L CURBSIDE GRATING CATGH BASIN (S) WD L6 cc N CURB OPENING CATCH BASIN (S) ( D GRATING (S.)', /--,WITH r-b—C (SEE SHEET 1 } PLAN CASE C K Wa �- L E w' CURB OPENING CATCH BASIN WITH —D f--CURt3 OPENING CATCH BASIN WITH E d GRATING (S) AND DEBRIS �— - " "I MANHOLE IN STREET z SKIMMER \ �--• ..... _ __ _ E I E —CURB POINT A--,' POINTB� POINT C GRRO� SGHTRgIT GRRDF POINT E POINT F w 0 d < u Z c> Ic PLAN CURB � GUTTER POINT G -N— CURB 1 POINT D & t GUTTER ; VALLEY E POINT G DIRECTION OF FLOW Uj K (CASE D) Wp L L (CASE C) -�.. r r.s� ........ �s 47 POINT C POINT A POINT B (CASE C) T= POINT C FLOW LEN (CASE D) .FLOW LINE PROR LE CASES C AND - D M MANHOLE t OR FRAME OR AND GRATING tF*', STRAIGHT GMDE -` CURB FACE + H IL MANHOLE OR FRAME AND GRATING SECTION D- D 40 mm (114') U �m �ck: a=> N z 0 L i POINT D 25 mm (11 150 mm (6") M 25mm VAR.- (1"} VAR. • VALLEY J�, _ p tW� SECTION E -E AMERICAN PUBLIC WORKS ASSOCtATf€lh! - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 LOU"AL DEPRESS IONS AM` C ATCH BASINS DATE SHEET 2 OF 4 Q5COQD DQAWINIG o(c/oz F8 InA o��� DIAL TWO BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL.FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. _-s•Date O QROFESS/p� �`"" B� p�Fti s �, � Z �► No. 30006 m * �` 9/30/h 7. .,� �` - =��_ � .' _-� ' - � - '.J=-_. r F0� - :-pF CACI - 1131 W. 6th sr.,SUITE 350, ONTARIO, CA 91762 (909) 933-5225, (909) 933-5228 FAX C TY OF FONTANA, CALIFORNIA PE CO P.D 0P.&\V I WG CITRUS AVENUE WIDENING IMPROVEMENTS DRAWN BY: � RA CONSTRUCTION DETAILS S VENUE SCALE NO SCALE Prepared Under The Supervision Of . _ � :� 9- >�� DESIGNED BY: DATE: 08/17/05 � CHECKED BY: SF � OBD �L •/ o CITY ENGINEER R.C.E. 51152 pgTE: DRAWING NO.: 3247 8 37 .� - • -