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HomeMy WebLinkAbout3294-4ll I i4')R IOM(•4) i DOWEL. (TYP.) PLAN _ - DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS REINFORCEMENT MAX MAX I IF REQUIREDMAX MAX IF REQUIRED IN W * FRONT REAR 1BOTTOMI END WALL IWALL SLAB WALL 1.0 m(3.5') 2.4 m(81 150 mm(6') 150 mm(6') 1.0 m(3.5') 3.5 "'cz°) ZOO mm(8") 200 2.0 m(7') I.$ "61) 1150 mm(6'1 150 "VIA 6') QG 2.0 m(Tl 3.5 m(12') 200 mm4a') 200 mmMB') 4.0 m(I4' 1 1.2 m(4') 150 mm(6') 150 mm(6') / E� 2.4 mIS') 150 mm461 200 mm48`) I 4.0 m(14') 3.5 m412') 200 mnM B') 250 mm(10') // F I1.2 rnt4'1 130 mm[61 150 mmC6") OR E a 1.8 m(6') 150 mm(6') 200 mmAB') O 0 Ur. ' 2.4 m(8') 200 mm(8') 200 mmMB') M / I ;ri'J f Rf E Q, 3.0 moo') 200 mm(8') 250 "u"(101)£ . E 3.5 m(12' 1 200 mm48') 250 mm(IO') D FOR W ' 9 m(2B'). V > 3.5 m(121) OR 8 ).2 m(4') SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PRDM'v GATEC BY THE METRIC PUF lRruNanck TAHDATTF INC CURB OPENING CATCH BASIN GREENROOM �QMMtTTEE I 300-2 00-L USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF ^< NOTM 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 Or 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 BAS IN. 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 GRACE 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 CURE! AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 1-35 m(4.51). VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM ENC? OF THE BASIN_ AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mrn(12'). V, = 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 iS LOCATED IN A CORNER THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTIDN 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(12') APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/2'). 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 SAA SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER 1 STANDARD PLAN CURB OPENING CATCH BASIN I 300-I SHEET 20F 2 l-- m ¢ ODmm (4'IR 15M 0 300 mm(*40421) EACH WAY --- 5 mm(Il4')R w� „ FACE P;.A TE ASSEMBLY STREET. GUTTER. `',QR LOCAL DEPRES- SIGN SURFACE- URFACE-00 3.2 I I SLOPE / ) C3 u E W FACE ty FLAW LINE b - - v fn mm (3 r (3'iR �i PLATE - i DOWEL E �3y1°z� � 3 I ' U5 ITYPJ- E' et z 450 mm n.s') POINT B SCORING "`'•�```` GFtip 0� --_, STRAIGHT G. ui Iri LINE-- ui CURB LLNE ui POINT E�' ui I � � ( i A W IF a v J 2 EXTRA 15Mt-4) PLAN STEPS 4 LL —DIRECTION OF FLOW ON 2 SIDESOF I MANHOLE FRAMEt 100 mm I- N ¢ w D_ AMC NO COVER f_POINT 44. )MIN. 300 mm 75 mm u CATCH BASINIv ) E FRAIr1E I � w s AND COYER� 0 1 AND CO Z Li� r �7 OPTIONAL SUBGRADE CONNECTOR PIPE ' OR MONOLITHIC i - CATCH BASIN CONNECTION CASE 7 MODM, iii -7; +C, NF25' MEW W-7, E-1-4' a I as �uSECTION CATCH BASH # 1 DETAL 2 - STEPS A -A NOT TO SCALE 2 NOT TO SCALE 100 mm 200 I i4')R IOM(•4) i DOWEL. (TYP.) PLAN _ - DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS REINFORCEMENT MAX MAX I IF REQUIREDMAX MAX IF REQUIRED IN W * FRONT REAR 1BOTTOMI END WALL IWALL SLAB WALL 1.0 m(3.5') 2.4 m(81 150 mm(6') 150 mm(6') 1.0 m(3.5') 3.5 "'cz°) ZOO mm(8") 200 2.0 m(7') I.$ "61) 1150 mm(6'1 150 "VIA 6') QG 2.0 m(Tl 3.5 m(12') 200 mm4a') 200 mmMB') 4.0 m(I4' 1 1.2 m(4') 150 mm(6') 150 mm(6') / E� 2.4 mIS') 150 mm461 200 mm48`) I 4.0 m(14') 3.5 m412') 200 mnM B') 250 mm(10') // F I1.2 rnt4'1 130 mm[61 150 mmC6") OR E a 1.8 m(6') 150 mm(6') 200 mmAB') O 0 Ur. ' 2.4 m(8') 200 mm(8') 200 mmMB') M / I ;ri'J f Rf E Q, 3.0 moo') 200 mm(8') 250 "u"(101)£ . E 3.5 m(12' 1 200 mm48') 250 mm(IO') D FOR W ' 9 m(2B'). V > 3.5 m(121) OR 8 ).2 m(4') SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PRDM'v GATEC BY THE METRIC PUF lRruNanck TAHDATTF INC CURB OPENING CATCH BASIN GREENROOM �QMMtTTEE I 300-2 00-L USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF ^< NOTM 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 Or 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 BAS IN. 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 GRACE 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 CURE! AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 1-35 m(4.51). VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM ENC? OF THE BASIN_ AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mrn(12'). V, = 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 iS LOCATED IN A CORNER THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTIDN 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(12') APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/2'). 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 SAA SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER 1 STANDARD PLAN CURB OPENING CATCH BASIN I 300-I SHEET 20F 2 c2 «Z Ewpw I E�aC I z �3zu CURB= PAIN" POINT E-=' w L --'--N -7"-'\_P0INT D QF POINT G --DIRECTION OF FLOW N - -POINT D -FLOW LINE CURB ' GUTTER) -POINT A FLCN/)1/ LINE PROFILE CASE A L CURB OPENING CATCH, BASIN (S) �F ( I I C - - - - - - �, CURB �. GAO' -POINT 13 POINT C \RT POINT 0 GUTTER I a 4 DIRECTION OF FLOW - '-POINT f N P' n Lam\ t V V -POINT A -POINT II �PDINT C FLOW LINE PROFILE CASE B 2.5 mrn (1-I 150 mm (6-) 25 mm (I') 4 50 mm AR. U c -POINT G c `� U CURB OPENING METRIC; 313 1 C3 u E W CATCH, BASIN (5) REV 1996 - USE WITH STANDARD SPECIFICATIONS ;FOR PUBLIC WORKS CONSTRUCTION In M -POINT D z n FLOW LINE In �3y1°z� � 3 I In un et U5 ei 0, et CURB ' POINT A-' 450 mm n.s') POINT B \. POINT C - "`'•�```` GFtip 0� --_, STRAIGHT G. ui Iri RI1�� ui 6XP�� p'�\OCE ui POINT E�' ui i A v J -POINT F PLAN 4 LL —DIRECTION OF FLOW cc I- N - Y -. w D_ _ f_POINT B ---F c2 «Z Ewpw I E�aC I z �3zu CURB= PAIN" POINT E-=' w L --'--N -7"-'\_P0INT D QF POINT G --DIRECTION OF FLOW N - -POINT D -FLOW LINE CURB ' GUTTER) -POINT A FLCN/)1/ LINE PROFILE CASE A L CURB OPENING CATCH, BASIN (S) �F ( I I C - - - - - - �, CURB �. GAO' -POINT 13 POINT C \RT POINT 0 GUTTER I a 4 DIRECTION OF FLOW - '-POINT f N P' n Lam\ t V V -POINT A -POINT II �PDINT C FLOW LINE PROFILE CASE B 2.5 mrn (1-I 150 mm (6-) 25 mm (I') 4 50 mm AR. mm (6') 75 mm t]'I M,G,OR VAR.---t AR:- -VP.R.� 50 mm -I �-VAR-I (2')CURB P RIDGE • P 1 I FACE + H I>. ( VALLEY- 7 VALLEY 1 6 G -s END' I.n �a a I O O L. .._. _j SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER U c -POINT G c `� -- --DIRECTION OF FLOW AT CATCH BASINS METRIC; 313 1 C3 u o:ICO z v REV 1996 (I- t ) USE WITH STANDARD SPECIFICATIONS ;FOR PUBLIC WORKS CONSTRUCTION In M -POINT D n FLOW LINE In mm (6') 75 mm t]'I M,G,OR VAR.---t AR:- -VP.R.� 50 mm -I �-VAR-I (2')CURB P RIDGE • P 1 I FACE + H I>. ( VALLEY- 7 VALLEY 1 6 G -s END' I.n �a a I O O L. .._. _j SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE: LOCAL DEPRESSIONS STANDARD PLAN P'UBUC WORKS STANDARDS INC, GR EENBQ Ct'DIMMIYTEE AT CATCH BASINS METRIC; 313 1 1 5 1g84 o:ICO - REV 1996 SHEET i OF 4 USE WITH STANDARD SPECIFICATIONS ;FOR PUBLIC WORKS CONSTRUCTION -I- "d- )o M O Oto C7 Lo O Uri o:ICO c* b' rL K9 In M n I I NOTE I . ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 rnm (HALF INCH) RADIUS. 7. THE CURB FACE AT POINTS A. AND 0 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 HL HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF PCINTS P AND R SHALL BE SET Hz 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 GUTITR ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. 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) I N = 1.5 m (5 Feet) WC = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. i 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 1'7 SHEET 4©F4 C-1 LL 0) Co 17! m 1 04 I)y i-1 p2 �I o ®� O� 0 L n� ro to Inn^ T a- I - 1 I � C -)C) -J U �I CJI LL !- ILs_ I-1 LLL BASIS OF BEARINGS BEARINGS ARE BASED ON THE SOUTH LINE OF THE SW 114 OF SEC. 36, TIN, ROW, SBB & M BEING N89'58'21 "W AS SHOWN ON TR. 16088-1 RECORDED MAP BOOK 282, PGS 16-20, RECORDS OF SAN BERNARDINO COUNTY. Lam, REcopc) 'cp"wwb, cZ G 2' 5' MIN- MIN, o PROPOSED -� I-� A.C. PAVEMENT ; ; I SAWCUT AND I GRIND EXIST. REMOVE EXISTING EXISTING A.C. PAVEMENT AC PAVEMENT A.C. PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY (MI.N. 0.1' THICKNESS) TYPICAL PAVEMENT JOIN DETAIL N.T.S. REV. REVIMN DATE ENGR. CITY DATE SHOULD BENCHMARK Prepared By: CITY OF FONTANA, CALIFORNIA � � vi��ivo"�`cooNiy�avcE w�v QLUM PREPARED FOR: ALLAFI.D ENGINEERING �'9eR�,F$SNq< CALTRANS BENCHMARK NO. 8-17 M F STREET IMPROVEMENT PLANS TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES;, A p LEG. 'iJll EEngineer;.-1g - Land Surve Mg - Land Planning � 'Q t" SHOWN HEREON AND CARRED FORTH IN A 10370 Trademark Street BRASS GAF' IN CONCRETE S.C.E. TOWER DRAWN BY: Scale: /VVVVVVVVVvwVVVVVVwmI 343' N,/0 HIGHLAND AVENUE, 0.2 MI. W10 8253 Sierra Avenuem I TRACT NO. 16� 1 NO. 4349-7/0- i m AE AS NOTED DIAL DILIGENT II� THE CITY ENGINEER lr►IAY Rancho Cucamonga, CA 91730 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE Fontana; California 92335 W TWO W❑RK I NG I I C4 Exp, 6/30/05DETAO REE❑RE t �••• DAYS BEI -❑REI REQUIRE REVISIONS TO THE PLANS TO (909) 291-7600 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (09) 356-1815 Fax (909) 356-1795 * * DESIGNED BY: Date: Y r U ln, T G YOU DIG I I HIGHLAND AVENUE FROM SIERRA AVENUE L� �'� _ a,Q DBW �. JUNE, 2004 BRING TWA INTO CONFORNMCE WITH � , -14- (� ` - O4 ATF c I vik- g� T❑LL FREE 1-800-227-2600 r R OF CALif© CH ED BY. .Q Dwg. No. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS AND STANDARDS IN EFFECT David S. Hammer, RE.E. 4396 Date Approve 1 1 6 c 0 P -n I w -71113 &-R' ELEVATION: 1428.6090 (expires Ela17/20Q5� ml �ti ITY ENGINEER R. . . 51152 DATE 3294'Z 41 J...-\ 4Cnn-7\ ernrrr\ 4CTIC r nT J..._ rncnurllc:In:',uwyVl:�sv: i�If\CCI V+vv'rv-�Ivv.uwy Mi 1'7 Ira If: 0011.0 o:ICO c* b' el- to C„ n Qo In ao nlul In un et U5 ei 0, et rn cn cn Lr_ ui er ui Iri er ui Lri ui ui i 1 ; �. > r` CASE 7 MODM, iii -7; +C, NF25' MEW W-7, E-1-4' 1 CATCH BASH # 1 DETAL 2 CATCH BASH # 2 DETAL 2 NOT TO SCALE 2 NOT TO SCALE BASIS OF BEARINGS BEARINGS ARE BASED ON THE SOUTH LINE OF THE SW 114 OF SEC. 36, TIN, ROW, SBB & M BEING N89'58'21 "W AS SHOWN ON TR. 16088-1 RECORDED MAP BOOK 282, PGS 16-20, RECORDS OF SAN BERNARDINO COUNTY. Lam, REcopc) 'cp"wwb, cZ G 2' 5' MIN- MIN, o PROPOSED -� I-� A.C. PAVEMENT ; ; I SAWCUT AND I GRIND EXIST. REMOVE EXISTING EXISTING A.C. PAVEMENT AC PAVEMENT A.C. PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY (MI.N. 0.1' THICKNESS) TYPICAL PAVEMENT JOIN DETAIL N.T.S. REV. REVIMN DATE ENGR. CITY DATE SHOULD BENCHMARK Prepared By: CITY OF FONTANA, CALIFORNIA � � vi��ivo"�`cooNiy�avcE w�v QLUM PREPARED FOR: ALLAFI.D ENGINEERING �'9eR�,F$SNq< CALTRANS BENCHMARK NO. 8-17 M F STREET IMPROVEMENT PLANS TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES;, A p LEG. 'iJll EEngineer;.-1g - Land Surve Mg - Land Planning � 'Q t" SHOWN HEREON AND CARRED FORTH IN A 10370 Trademark Street BRASS GAF' IN CONCRETE S.C.E. TOWER DRAWN BY: Scale: /VVVVVVVVVvwVVVVVVwmI 343' N,/0 HIGHLAND AVENUE, 0.2 MI. W10 8253 Sierra Avenuem I TRACT NO. 16� 1 NO. 4349-7/0- i m AE AS NOTED DIAL DILIGENT II� THE CITY ENGINEER lr►IAY Rancho Cucamonga, CA 91730 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE Fontana; California 92335 W TWO W❑RK I NG I I C4 Exp, 6/30/05DETAO REE❑RE t �••• DAYS BEI -❑REI REQUIRE REVISIONS TO THE PLANS TO (909) 291-7600 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (09) 356-1815 Fax (909) 356-1795 * * DESIGNED BY: Date: Y r U ln, T G YOU DIG I I HIGHLAND AVENUE FROM SIERRA AVENUE L� �'� _ a,Q DBW �. JUNE, 2004 BRING TWA INTO CONFORNMCE WITH � , -14- (� ` - O4 ATF c I vik- g� T❑LL FREE 1-800-227-2600 r R OF CALif© CH ED BY. .Q Dwg. No. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS AND STANDARDS IN EFFECT David S. Hammer, RE.E. 4396 Date Approve 1 1 6 c 0 P -n I w -71113 &-R' ELEVATION: 1428.6090 (expires Ela17/20Q5� ml �ti ITY ENGINEER R. . . 51152 DATE 3294'Z 41 J...-\ 4Cnn-7\ ernrrr\ 4CTIC r nT J..._ rncnurllc:In:',uwyVl:�sv: i�If\CCI V+vv'rv-�Ivv.uwy