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HomeMy WebLinkAbout4041-6CL EX. 30' R W R W 46' 30' R/W EX. NORTH NORTH 34' 14 11.5' 34' 34' R/W EX. R/W 4.5' 1354 � 1354 1354 ��32 1354 1354 12' 34' 14' 11.5' 1354 354 46' 32 R/W 1354 4.5 12' 34' 14' 18' W , J C� -J rn �I �o worn FL �� o� �I� FL rn o� o00 00 v I L_ �m CfI w Ln _ aLn ;�LIP �� o FL �� U-) a_ CV 6 2. 1350 '-- �� ° 3 69 1350 1350 _ 2,5Z1350 1350° 00 0. 1 2%GR 2 09 1350 1350 �' 1350 2.0 oh EX. C&G PER TR1639� ��� - �° r%° i - TO REMAIN _ _ PROP. IMPS. ^' I _0- EX. EX. GR. 4' FUTURE IP. BY OTHERS - 1346 1346 1346 1346 1346 1346 0 1346 1346-----� (NO ROW AT T F BY TIME) o1 -Q -. 41.) -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 16+60.19 18+26.56 20+50 22+50 SCALE: 1"=40' HORIZ. CL INT. W/FREESIA WAY SCALE: 1"-40' HORIZ. SCALE: 1`40' HORIZ. 1 "= 4' VERT. SCALE: 1 "=40' HORIZ. 1"- 4' VERT. 1 "- 4' VERT. 1 "= 4' VERT. - NORTH 34' 14' R/W 46' 14' 12' 34' 14' 1354 �, �-, Ln Ll -00 1354 1354 0_ c 1354 NORTH L� LL vC/)n R/W EX. J L� o �I©^ 46' 30' R/W aoLn ���� ����� - 1354 12' 34' 14' 11.5' 4.5' 1354 1.5% tig 2 Oq 1350 1 - 1350 1350 - o 1350 N � Ln r- _ 00 o-) 00 06 FL PROP. IMPS, EX. GR. 1350 20 EX. GR.'2 1350 2. U ~� 0LO �� C-00Ln Q0 1346 1346 1346 1346 2% PR. GR. o co Ln °' 1346 1346 -40 -20 0 20 40 -40 -20 0 20 40 17+00 19+00 CB N O • 2 SCALE: 1 "=40' HORIT SCALE: I"=40' HORIZ. -40 -20 0 20 40 NTS 1 "= 4' VERT. 1 "= 4' VERT. 21+00 CASE B SCALE: 1 "=40' HORIZ. 1 "= 4' VERT. tx tx NORTH NORTH 34' 14' R/W 46' R/w EX. 1354 � 1354 1354 12' 34' 14' 1354 1354 46' 30 R/W 1354 I_ L- 00 w c, � n 12' 34' 14' 7' r` o I Ua Q oa-) L 00 9' COP D '.I cI �- 61 Z d- CO L� li LJ M rnw rn 00 rn CD e� 0-) r� 00 o6 00 FL JD ao U ao 3.1% �3g9 2.0co EX. GR. 00 CO rq �1 v. �� ��u oZ � r7 1350 �� 1350 1350 ! 1� tiV 1350 1350 2 0� 1350 00 PROP. IMPS. 6%- 2 0� EX. GR.I5.6% CB N O • 4 1346 1346 1346 1346 1346 1346 NTS CASE B -40217+50 + 5 020 40 -40 -20 0 20 40 -40 -20 20 40 U 7 19+50 21+50 U C- U U SCALE: 1 "=40' HORIT SCALE: 1 "=40' HORIZ. SCALE: 1 "=40' HORIZ. N ,) Ln 1 "= 4' VERT. 1 "= 4' VERT. 1 "= 4' VERT. co Q0 Q0 Q0 NORTH R/W EX. NORTH 34' 14' 46' 30' R/W R/W FX 34' 34' R/W 32' 12' 1 34' 14' 11.5' 46' 30 R/W 32' 1354 p U { J 1354 1354 4.5 1354 1354 12' 34' 14' 11.5' 1354 1354 1354 co 0-) �w FUi � o- 4.5' �� ~ �� 7 o rn o �- 0 00 I ~ o� c� Ln �r o rn o ©`r � o `� FL v � � I -- o o� a� (KD 6 rn Ln �r Ln z 0) rn o� LL L� w CD rn Ln � CB�j o "2'2 �� o °�° o �o LIP S FL NTS 1350 1.5% 1.3% �k 0 2.Oq - � (0.9%) 1350 1350 }.0% f(� - 1350 1350 "' 1350 1350 } % �Sq) 1350 CASE B r ( _ �- 2 EX. C&G PROP. F& p' ✓ ~ 4 3 0 PER TR. 163990 TO REMAIN PROP. IMPS. I ��� I o I U w(6 4' FUTURE IMP. BY OTHERS Ln 1346 1346 1346 1346 1346 1346 1346 1346 (NO ROW AT THE PRESENT TIME) U U rn 00 Lr) 0 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 18+00 20+00 22+00 18+68.25 SCALE: 1`40' HORIZ. SCALE: 1"=40' HORIT SCALE: 1"-40' HORIZ. SCALE: 1"=40' HORIT �� 1 "= 4' VERT. 1 "= 4' VERT. 1 "= 4' VERT. 1 "= 4' VERT. o C B N 0 • 3 �� - CROSS SECTIONS FOR MILLER AVENUE � < NTS TA. 1 + + s S 6 60.19 TO STA. 22 50.00 CASE B REV. REVISION DESCRIPTION DATE ENGR. alY DATE BASIS OF BEARINGS: SEAL p THE CENTERLINE OF MILLER AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT BEING N89'46'38*E PER M.B. 193/1-2 ,?o ESS/p COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �oQ� �ESUSHgIF SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DIAL BENCH MARK: # 255 X a No. 65195 m TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BEFORE DAYS BEFORE LOCATED AT THE INTERSECTION OF YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROMULGATED eY THE PUBLIC VV%)RKS RECORD RAwING 1(9 O �ADINC � TM %�/� ALDER AVENUE AND MILLER AVENUE DATE 9/67 ELEV 1358.51 PK NAIL yyEST END SW CURB RETURN ELEVATKMI: 1358.51 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �,� Exp: 9-30-09 �Q qT clvl\- FOFCA�IF� 3 REDESIGNED MILLER AVE FOR ULTIMATE CONDITION 2/,1/i r -M ��Z�l•a 1 REDESIGNED MILLER AVE FOR INTERIM & ULTIMATE CONDITIONS 2/26/07 FM t/24 08 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED eY THE PUBLIC VV%)RKS CURB,.OPENING CATCH BASIN ISMO 300 mml#4p2') FACE PLATE ASSEMBLY �ADINC � TM m � EACH WAY 5 mm(1/4•)R STREET. GUTTER. LOCAL DEPRES- -; � IL REV. IM 3I SION SURFACE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION V INT a POINT C --� �GUTTERPOINT 100 mm • �, i FLOW LINE Y�22(4')R J e 9 v 75 mm FACE DOWELgg (TYP.)J �(39RPLATE E a I PLAN INT G SCORING -DIRECTION OF FLOW m a h LINE WD L CURB LINE NI s 2 EXTRA 15M(•4) I I STEPS W (� i ON 2 SIDES OF 4 - F 1 MANHOLE FRAME I I ( 100 mm AND COVER FLOW LINE (4.1MIN. \ I I 300 mm 75 mn .� CATCH BASIN (121161 ( (3•)R MANHOLE FRAME (I AND COVER- WT MV _7 L-- o� 2 -- L OPTIONAL SUBGRADE ORR MONOLIITHICE <0 Z CATCH BASIN B CONNECTION a I I a0 ,I STEPS r 1 ou SECTION A -A N U i 100 mm (4•IR 200 mm(8•) r� 10M(•4) -90•- � m DOWEL (TYP.) - PLAN P DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED eY THE PUBLIC VV%)RKS CURB,.OPENING CATCH BASIN STANDARD PLAN M TR �ADINC � TM 300-2 1994 50 CUR POINT A 313-1 IL REV. IM SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION '2 N K WD L - _W= A CURB OPENING_ E' c CAT BASIN (S>) man B T� - FLOW LINE PROFILE CAS A N L WD Lr. WIN - �Z CURB OPENING - - - - - E ' c w CATCH BASIN 6s) r g37(2 I I ( I i CURB CURB POINT A2'POINT B POINT C ,(? POINT D 6 /r h'T GUTTER f •1P� 9G� - POINT E dPOINT F PLAN C -j < DIRECTION OF FLAW -�- INT G m -�---DIRECTION of FLOW 1� ZI � N L WO L N� �L Ii POINT A POINT B POINT C POINT D FLOW LINE PROFILE flow LINE CASE B 25 m (1") 150 mm (6'7 25 mm (I•) 150 mm (6•) 25 mm (1h M M,G,OR VAR. VAR. 50 mm J_ YAR. VAR. I rCURB - • VALLEY R1 •' ' _ YALLEY FACE+H o ° EEr Er G I I D �•• O d �� e•,.'a D SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE LOCAL DEPRESSIONS - STANDARD PLAN PUBLIC WORKS STANDARDS INC.. GREENBOOK COMMTREE 19" 50 CUR POINT A 313-1 REV 1NO CURB 4B INT a POINT C �GUTTERPOINT 7POINTA, ERABPOINT a F PLAN INT G a --DIRECTION OF FLOW 2 m -DIRECTION OF FLOW m pj ro 2 V K WD L N�j ic�i !I L } c_`�-_ ------ - F 1 POINT B POINT C POINT D POINT A FLOW LINE FLOW LINE PROFILE CAS A N L WD Lr. WIN - �Z CURB OPENING - - - - - E ' c w CATCH BASIN 6s) r g37(2 I I ( I i CURB CURB POINT A2'POINT B POINT C ,(? POINT D 6 /r h'T GUTTER f •1P� 9G� - POINT E dPOINT F PLAN C -j < DIRECTION OF FLAW -�- INT G m -�---DIRECTION of FLOW 1� ZI � N L WO L N� �L Ii POINT A POINT B POINT C POINT D FLOW LINE PROFILE flow LINE CASE B 25 m (1") 150 mm (6'7 25 mm (I•) 150 mm (6•) 25 mm (1h M M,G,OR VAR. VAR. 50 mm J_ YAR. VAR. I rCURB - • VALLEY R1 •' ' _ YALLEY FACE+H o ° EEr Er G I I D �•• O d �� e•,.'a D SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE LOCAL DEPRESSIONS - STANDARD PLAN PUBLIC WORKS STANDARDS INC.. GREENBOOK COMMTREE 19" AT CATCH BASINS 313-1 REV 1NO SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUKW WONCS CONSTRUCTION T GA DEVELOPMENT & ENGINEERING, INC. PLANNING AND CIVIL ENGINEERING 3400 INLAND BLVD., SUITE 150 ONTARIO, CA 91764 (909) 581-7212 PHONE (909) 581-7217 FAX MANUEL DE JESUS GONZALES, RCE 65195 (EXP. 9-30-09) DATE NOTES: I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I') DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE. COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL ANO LATERAL SLOPE OF 1: 12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: B = 970 mm(3' -2') V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5'). VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(12'). V1= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H = NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECT PLANS. A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT, ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE 15 LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mm(121 APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/2.1. ALL OTHER STEPS SHALL PROJECT 130 mm(5'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300 - 2 LOCAL DEPRESSIONS AT CATCH BASINS CURB OPENING CATCH BASIN SHEET 2 OF Z NOTE: I. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF 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 EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS- AT POINTS A AND 0, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET HZ HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE, WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POFNT E SHALL BE SET N HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H) = NOTED ON THE PROJECT PLANS. H, = 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) M - 1.2 m (4 Feet) N = 1.5 m (5 Feet) WD = 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. Qom" \Oe 3esus � 2 cu No. 65195 CD m * Exp: 9-30--e Q� �qTF OF CAL�FO� AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 313-a- 1 sHEEr of a LOCAL DEPRESSIONS AT CATCH BASINS Z4s " RECORD D RAW I N CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY- TR 16518 SCALE: DESIGNED BY-MJG DETAILS AND CROSS SECTIONS DATE: AS SHOWN MJG MILLER AVE IMPS NOV 2007 CHECK® BY: APPROVED BY: DRAWING INC.: 6 MJG rr, 4";�,Lt "�O" "� 02/l44/04? 4041 CITY ENGINEER R.C.E. 51152 DATE 6