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Home My WebLink About3033-2i ISM O 300 NWA940N2'l EACH WAY S gvMI/4@1R --� I 100 mw (499 ASSEMBLY " SRLOCIL FLOW LINE $Ion SURFA4 PACE LATE SHEET 1 OF 2 DOWEL SLOPE 75 ' MIN (3•)R ((TYP) 10-26-01�N uJ ` 0 N LINE I CURB LINE �CD 2 EXTRA ISM") I I STEPS O ION 2 SIDES OF MANHOLE FRAME I I IAND COVER CATCH AND COVER o o I i n-STME -1 I - i 11* DOWEL (TYP.) PLAN 100 R.R (4. MIN. 300 "00 73 NRII ur)MAX. l (3')R - 0z --- o OPTIONAL SUBGRADE B OV SECTION A -A goo z� CONNECTOR PIPE OR MONOLITHIC CATCH BASIN CONNECTION 200 "0014.1 10M 04) so• 't� A Z; DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER FACE PLATE CURB,-OPENING CATCH BASINANDAROPLAN ASSEMBLY GREENBOOKCOMiMTTEE SRLOCIL N $Ion SURFA4 REV. 19" SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SLOPE 75 ' MIN (3•)R 10-26-01�N uJ iC) U NO.: 2 IF 100 R.R (4. MIN. 300 "00 73 NRII ur)MAX. l (3')R - 0z --- o OPTIONAL SUBGRADE B OV SECTION A -A goo z� CONNECTOR PIPE OR MONOLITHIC CATCH BASIN CONNECTION 200 "0014.1 10M 04) so• 't� A Z; DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BYTHE W PUBLIC ORKS STANDItRD51NC. CURB,-OPENING CATCH BASINANDAROPLAN METRIC GREENBOOKCOMiMTTEE O Y I� 300-2"m REV. 19" SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5' COLD PLANE 0.10' THICK & CONSTRUCT 0.10' THICK AC JOIN 19 OVARIES AWCUT 1' FROM ISTING EP SIERRA LAKES PARKWAY j.0 -)AC JOIN DETAL N.T.S. N'LY R/W 1 12' 22' 0.5' 1 5' 6.5' 2 ' I VARIES 1 1' 1 PER 1% CROSS FALL PLAN WITHIN LEFT TURN 1�144' POCKET CL 7!t4;;; LEVEL LINE I2.0% I VARIES 19 COLD PLANE 0.10' DEEP AND CONSTRUCT MIN. 0.10' THICK AC OVERLAY TO NEW MEDIAN CURB *MEMN AC JOIN DETAIL N.T.S. 22' +0.12' S'LY _R/W 1 12' 6.5' 5' 0.5' 12� 12 , 1 5 8 CONC CURB' CONC & GUTTER 0 CURBONC & GUTTER CONC SIDEWALK SIDEWALK CURTIS AVENUE 10+75.01 TO 14+04.81 15+27.75 TO 20+76.46 NTS CONSTRUCTION NOTES TJ. =6.5 11 CONST 6 1/2' AC PAVEMENT (MIN) OVER 12' COMPACTED PER 1' VARIES 1-1 PER NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) PLAN ,4' MIN PLAN 22 -- CONST 8" CURB & GUTTER PER CITY STD PLAN NO. 1003 1% CROSS FALL 3 33 CONST 8' CURB PER CITY STD PLAN NO. 1003 WITHIN LEFT 4 4 &5,'CONST 4' PCC SIDEWALK PER CITY STD PLAN NO. 1015 TURN POCKET VARIES 12 SAWCUT & REMOVE EXISTING PAVEMENT VAR�I 19 CONST AC (0.10' THICK MIN.) SEE DETAIL ON SHT 2 20 CONST 4 1/2' AC PAVEMENT (MIN) OVER 12' COMPACTED NATIVE MATERIAL MEDIAN AC JOIN DETAIL (SEE NOTES21 CONST 44- ACAPAVE ENT 1( N) OVER 12' COMPACTED NATIVE MATERIAL N.T.S. (SEE GENERAL NOTES 31 & 32) 22 SIERRA LAKES JOIN PER DETAIL ON SHT 2 24 CONST 6 1/2' AC PAVEMENT (1' WIDE). SEE DETAIL HEREON 0 O REV. REVISION DESCRIPTION .D R CO fZ D v iZlwi nx� 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 nwMll 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 BAS I N. 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 AND 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 nM3'-2•l V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET - 1.35 "0(4.59. 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(129. V I s 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. S. 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 RNW3') 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 IS 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 INTZRFERES WITH THE STEPS. THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mm(12') APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(5'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 ON CENTER (MAXIMUM) ALONG THE BACKWALL. S. 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 633 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 CURB OPENING CATCH BASIN SHEET 2 OF 2 I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N'LY R/W 12' , 0.5 1 6 5.5 Mqx I PROPOSED MEDIAN 104' 40' - 18' 1' 4' 3' 11' 1 3 3 PROPOSED ---) N'LY R/W MEDIAN 104' S'LY R/W CL i 14 12' 40' 12' i 0.5' 6' 5.5' 18' 1 MAX 7' 7' 1 MAX 18_19' _ 5.5' 1 6' 1 0.5' .2.1 i 2 1 3 I 1 2 I M X 1 20% VARIES (VARIES)1 Q- 1.0% (VARIES) VARIES 2.0% 1 Z 5 ----- -- 1 , 1 -- ---- 5 1 8" CONC CURB „ " 1 CONC & GUTTER 8 CON C R 8 C & GUTTER CONC SIDEWALK EX PAVEMENT X PAVEMENT SIDEWALK SIERRA LAKES PARKWAY 13+01L07 TO 17+92.89 NTS T.I.=10 W LY R/W 104' 1 40' CL 1 12' 33' 1 4' TO 14' 0.5' 1 6' 5.5' PROPOSED MEDIAN E'LY R/W 1 40' 1 33' 12' 5.5' 1 6' 1 0.5' .2-1 PF-- -0.77' 1 3 3 1 -0.77' 2 MPX 'yqX I 2.0X _ OJ __ I _ 0% - - 12 � I 5 � 5 I 1 8" CONC 8"CONC CURB 8 CONC I ONC CURB & GUTTER CURB &GUTTER CONC SIDEWALK SIDEWALK BEECH AVENUE 183+68.67 TO 199+96.44 201+02.61 TO 203+55.60 NTS T.I.=10 S'LYR/W W'LY R W 37' TO 47' E'LY R/W W'LY R/WE'LY R/W 1 / (_ 104 - - -- 1 I. 68' _I 'r 40' I CL 40' I i CL ' 40' 12' ' I ' > s r s ' I I ' ' ' 12 33 4 TO 14 33 12 12 22 22 12 18-19' 5.5' 6' 10.5' PROPOSED 0 0.5 1 6 5.5 5.5 6 10.5' 0.5 1 5 6.5 14 5 6.5 5 ; 0.5 1 2 I P,A ?•, 3 MEDIAN 3 1 -0.77' 2 Mp.X .2 2 +0.12' 0 LEVEL LINE I �GRADEDpULDER1 MP,X Z.ux RIES (VARIES)1. (VARIES) VARIES 2' `- 'AXI 2.0% _ _ _ f _ T . % I Z• qx I ? 0% 2.OX 2.09 ? %__ VA -- I `IT --- 2.09 f VARIES _ -� VAR. ----- -- 1--r---r `_--------- I T ---z_ ----- ------------ ---- x ----- -- ------ n FUTURE 1 8 CONC CURB g" CONC C RB 1 8" CONC CURB i ' �EX 8" CONC 8"' CONC CURB 8" CONC 8" CONC CURB 8" CONC CONC &GUTTER & GUTTER CONC I EXIST CURB &GUTTER I CURB & GUTTER CONC I CONC & GUTTER 0 CURB & GUTTER SIDEWALK EX PAVEMENT EX PAVEMENT SIDEWALK CONC PER MADOLE SIDEWALK SIDEWALK EXIST.4-FUTURE SIDEWALK EX PAVEMENT GROUND CONC SIERRA LAKES PARKWAY N'LY R/W V.d 1 V 1 '0."1 2•I I22.0% CIX 2 OX V 5 i CONC SIDEWALK 21+09.48 TO 22+62.38. 17+92.89 TO 19+70.72 NTS T.I.=10 PROPOSED MEDIAN S'LY R/W 1 A 12'. 1 , 0.5 r� SEX PAVEMENT '-EX PAVEMENT SIDEWALK LAKES PARKWAY 10+75.98 TO 13+01L07 NTS T.I.=10 PER MADOLE SIDEWALK BEECH AVENUE LYTLE CREEK ROAD 171+35.96 TO 183+68.67 174+96.59 TO 213+8t32 NT$ NTS T.L=10 T.I.=6.5 W LY R/W4' TO 14'Q 1 E'LY R/W W'LY R/W E'LY R/W I _ 104 - - I i - 64 _ 40' CL 1 40' ICL 12' I 1 12' 33' 4' T6-14' 33' 12' 1 1 12' 1 20' 20' 6.5 5' PROPOSED 5.5' 6' 0.5' 0.5' 1 5' 6.5' 16' S' 10.5' 0.5 1 6 5.5 MEDIAN �- �� 2 : - 2. ~� 3 3 X ?.• +0.16 21 LEVEL LINE I GRAD Eq Px `- MqX I 2.OX I 0% I Z, MP Mqk I ? p 2.09 OULD 2.09 2.0x 2, -- 2.09 �-- VAR. I�z=---=------------- ----- j ------- I ------------------?EX 8" CONC 5 5 EX 8" CONC 8"'CONC CURCURB & GUTTER ' 8" CONCfi> EXIST CURB &GUTTER I PER CALTRANS CONC I C & GUTTER ;,a 21 FUTURE CONC PER CALTRANS :�� 8 CONC EXIST. UTURE SIDEWALK EX PAVEMENT SIDEWALK �•R �L1O�ZU DCZAUII ING^' SID ALK J. " CURB & GUTTER GROUND CONC o SIDEWALK BEECH AVENUE aQ�,OFESS/p, LY E CREEK ROAD co I CD 164+27.15 TO 169+91.44 c')�� .,^rr 4w�. Y-- +07.12 TO 174+96.59 CD NTS W No. 31841 �?h 7 ^' . NTS U=110Q 17014< >�.., _. T.I.=5.5 DAZE OM. aTY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 3I I i -I G 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. /QRpFESS/0�\ pgTHURW, r Z No. 31681 z * Exp. 12/31/04 \`�'' CIVI lF OF (; \F�/ DETIFF ad%, -- \ OCIPA Civil Engineering ' Planning - Surveying ' Public Works 1152 N. Mountain Ave. Ste. 100 -Upland, CA 91786-3669.909-982-7777 PREPARED LIN D R THE SUPERVISION OF: co[0710 z HAROLD A. GARCELON R.C.E. 31681 DATE: CITY M FCNTANA, CALIFOMA SUMMIT HEIGHTS 11 N BY. STREET L 3MVE EW PLANS MSM SECTIONS APD DETALS DIED BY: MSM _, u D BY. RDC 00 O Y I� o= ` Y i� ALL- o E NTS C, 10-26-01�N iC) U NO.: 2 �CD cV O O