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HomeMy WebLinkAbout3508-4!SMO 300 mmf•40t2'1 - FACE PLA EACH WAY 5 mm(IP4')R STREET. GUTTER, �p \OASSEMBLY R LOCAL DEPRES- SION SURFACE u f \ 100 mm - ' L %3 2 (4')R �i �i m-75 SLOPE IFLOW LINE •t� ;'� ;t t3 )ITI Rm4 FACE DOWEL�1 E PLATE cr Liur + ' SCORING , 1 CURB LINE -' f°'I L ! 2 EXTRA 15M(•4) ( STEPS U. ON 2 SIDES OF MANHOLE FRAME t 100 rtes+ C3 III j AND COVER 1 l4")tu1)N. t 300 Mm 75 mm cJ + CATCH BASIN ET (12')A4AX. (3')R 9 MANHOLE FRAt.(E E�r. I o D AND COVER `'��' z LCONNECTOR PIPE L OPTIONAL SUBGRADE OR MONOLITHIC z CATCH BASIN a� 1 0i g CONNECTION G STEPS IOU \ `S ECT Z O N A - -A 00 m 2OO1t4')R fOM.m. - •m4{!1amA/cs 3�•T DOWEL IT"YP.) J ? f J+ PLAN DOWEL DETAI L T A STRUC UR L DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS REINFORCEMENT MAX MAX t IF REOUIRED IN W V FRONT REAR BOTTOM END WALL WALL SLAB WALL LO m(3.5') 2.4 m(8') 150 mm(6') 150 mm(6') 1.0 m(3.51) 3.5 m(12') 200 mm(S') 200 mm(8') 2.0 m(T) 1.8 m(61) 150 mm(6') 150 mm(6') � 2.0 m(T ] 3.5 m(12') 200 mm(8-) 200 "-(IB*) 2. � C• 4.0 m(14') 1.2 m(41 150 rnm(6`) 150 mm(61 E :t 1 2.4 WWI 150 mm(61 200 mm(81 % ( 4.0 m(149 3.5 m(12') 200 mm(8') 250 mm(!O') F 1.2 rte(4') 1 150 mm(61 150 ffgaW) %f Le m(6') 150 r»m(6•) -200 merk8•) E f � U cv a 2.4 m(89 200 mm(81 200 mrrr(8') M I E 3.0 m(10') 200 mm(8') 250 mm(10') E E +o IN ,, � D 3.5 m(12') 200 mm(8') 250 mm(10`) T r r FOR W > 9 m(28'). V i� 3.5 m(129 OR S > 1.2 m(49 SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED 13Y THE /� u d [�► STA LAN METRIC PUBLIC WORKS STANOAROS INC. CURB OPENING CATCH BASIN GREENBOOK COMMITTEE 300- 1984 REV. 19W USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET i OF 2 CTI 1. 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(P) 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 0F BASIN SMALL BEGIVEN 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 6 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 - 8 = 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'). VI = 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 15 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(31 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 TIO 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 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(71 BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1t21. ALL OTHER STEPS SHALL PROJECT 13+0 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 MCTRIC 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 CURB OPENING CATCH BASIN HEFT 2 OF a � SHEET 2 J U DEPRESSIONS IT) GJ -ti Q2 PUBLIC WORKS STANDARDS INC., G EEha600KCOMra 7TEE1984 T CATCH S S 313-1 li 1V- O REV. 1998 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 121 G 2 FV- L 1V- FV- IJw FV- Ci O nppl d� T N LO ccoW O Oi i.. pNp O OMo O O _ W V3 O MO f Dai O 'd 0)14- 0 00 W O cp O O O H O O C) O d `d `- eF 0 0 .- 0 0 O O 0 0 N Cid O CASE 'A , W -V, HkC et 3 CATCH RASIN # 3 DETAL 3 STA 10+5800 NOT TO SCALE ) W W J FV- LJw FV- 121 FV- t0 ED in Lo O� l0 O - O O^ Iq 00 O 0, O O .--CD O + -4- e)- e) - CASE 7, W=T, Fi-4' 1 CATCH EASfi If 1 DU& 2 STA 10+69.50 NOT TO SCALE LO O LO 04�- d0' d0- d0- l� r T Ln N I K W L L N D i v CURB OPENING _17 - - - - - - EEUj o CATCH BASIN (S)CC , z ( B 11 CURB CURB POINT A `-POINT B sl4i POINT D a� 1 POINT C GtITT_R � o/AIG G e�i,�A�GRO G RIDGE POINT E POINT F A B POINT G -+--DIRECTION OF FLOW PLANDIRECTIONOF FLOW ¢Mi at o=:) cr N K WD 1.. L I N -- - - - POINT D POINT B POINT C �POINT FLOW LINEFLOW LINE PROFILE CASE A WD L N c� U CURB OPENING -_ - - - E LU w S) CATCH` BASIN ( Pz� I I i C S CURB CURBS POINTpfl� f �POIFIT Ei - l'�r `-POINT D `g` POINT C I, h r � CUTTER I ��� a�` CFr4�F POINTE W 0POINT F C POINT G DIRECTION OF FLOW PLAN DIRECTION OF RONY zv N L wP L N z v L -1- I POINT D PJINTA POINT D POINT C FLOW LINE PROFILE flow LINE CASE B 25 mm (1"} 154 mm (5") 25 mm (11 150 mm (5') 25 mm WY M 1 I;,9IIfi,G.OR VAR--'-- 450 mrrl VAR. VAR. t-- - 50 mm� (2') CURB' o ' RIDGE ' c FACE + H r D E VALLEY E VALLEY ( I to 4 ►• E s D E I - - -J SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY TILELOCAL DEPRESSIONS STANDARD PLAN N - METRIC PUBLIC WORKS STANDARDS INC., G EEha600KCOMra 7TEE1984 T CATCH S S 313-1 li 1V- O REV. 1998 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EJi co CV IV-� 4� CN N N N N M IV- �F li 1V- O 1 IV- EJB. 121 G 2 IU- LJw FV- IJw FV- Ci O nppl d� T N LO Lp O o i.. pNp O OMo O O _ O V3 ((o-- 0 0 00 W O cp O O O^ H O O C) O d `d el eF C:) e1 d- et• N Cid O CASE 'A , W -V, HkC et 3 CATCH RASIN # 3 DETAL 3 STA 10+5800 NOT TO SCALE EJi co CV IV-� li IV- CN N N N N M IV- CASE 'A', W61', +f 4 CATCH SASN If 4 DECAL 3 STA 10+5800 NOT TO SCALE NOTE, 1. 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 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 HI 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 GUTiZR ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H. HIGHER THAN THE ELEVATION AT THE NEAREST TOE CF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H, = 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) 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. ;1=4111 STANDARDPLAN METRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS L--1, SHEET 4 F M IV- 12 L li 1V- O IN O O O Its C4 V_ 1* pOj 00 O - O O nppl d� T N LO O o i.. pNp O OMo O E• O W f\ N O et CASE 'A', W61', +f 4 CATCH SASN If 4 DECAL 3 STA 10+5800 NOT TO SCALE NOTE, 1. 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 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 HI 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 GUTiZR ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H. HIGHER THAN THE ELEVATION AT THE NEAREST TOE CF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H, = 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) 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. ;1=4111 STANDARDPLAN METRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS L--1, SHEET 4 F CTI Izj OOi M Ma C) e1 - CME 'A , W -K, H-4' 5 CATCH WN 115 DETAL 2 STA 1+6000 NOT TO SCALE MAPOLE AICD As's'DCIATEs, INC . ya � ,r 19t *0, CT. Dj► � saltF Zov, a;t/1�tJlla, ed • , :;p_- 3537 -' RECORD DRAWING THESE RECORD DRAWINGS HAVE SEEN PREPAAED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE BAMS OF BEARINGS: �! RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH // /OBJ HAVE SEEN INCORPORATED INTO THE DOCUMENTS AS BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER I / A RESULT TH REOF. OF SECTION 35, T.1N., R.6W., S.B.M. BEING N.89'47'11"W AS SHOWN ON TRACT MAP 15655-22, MB. 270/1-3 RECORDS OF SAN BERNARDINO COUNTY. REV REVISION DESCRIPTION DATE ENGR. CITY DATE BENCHMARK Prepared By: Q�oF Ess /pN CITY OF FO T , C LIFOR IA ° D I ROVENENTB NOT SHOUM CO 0� M � PREPARED FOR: ALLARD ENGINEERING ���o S' NgMq�� L.ALIF RNIA LANDINGS SPECIFIC PLAN ` TWO YEARS OF THE DATE OF APPROVAL ; B CALTRANS BENCHMARK NO. 8-17 0Civil Engineering - Land Surveying - Land Planning o IAB I'1�®!H BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343 � � DRAWN BY: SCALE: SHO6"JA1 HEREON AND C FORTH INA 8253 Sierra Avenue z TRACT NO. 15555-15 rr r DILIGENT THE CITY ENGEIIEER MAY 801 CORPORATE CENTER DRIVE N10 HIGHLAND AVENUE, 0.2 MI. W/0 Fontana, California 92335 w No. 43976 m AE STREET ROV T PLAN 1 =40 DIAL TWO WORKING SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE Exp. 6/30/05 DESIGNED BY. DATE. BEFORE DAYS BEFORE REQ REVISIONS TO THE PLANS TO OF S.C.E. TOWER 19.5. 2.65 MI. W. ALONG (909) 356-1815 Fax (909) 356-1795 * AE Y ❑ U DIG \"` YOU DIG POMONA, CA 9.1768-5641 HIGHLAND AVENUE FROM SIERRA AVENUE s� \Q D AILS T DECEMBER, 2003 B G THEM I1VT0 CONFO CEiITH (909) 802-1154 I Z J,01 9TF CIVIL o�� KSH BY: ,$,,,,,, PP VED B DRAWING NO.: 4 TOLL FREE 1-800-227-2600 COr'�DI1'IONS AND STANDARDS IN EFFECT FAX (909) 802-1111 David S. Hammer, A.C.E. 43976 Date OFCALIF A, �Z.• ZZ. -©r5 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ^ � d I G 1 ' ( ELEVATION 1428.6090 (expires 6/30/2005) B s � � 41 CITY ENGINEER R.C.E. 51152 3 4 Filename: M:\DWG\19202\TR15655-18\STREETS\15655-18-ST04.DWG IV- 4. FV- L--1, I0_ li M Do�Od O co 000 O O O O O nppl d� T f� W O f\ Izj OOi M Ma C) e1 - CME 'A , W -K, H-4' 5 CATCH WN 115 DETAL 2 STA 1+6000 NOT TO SCALE MAPOLE AICD As's'DCIATEs, INC . ya � ,r 19t *0, CT. Dj► � saltF Zov, a;t/1�tJlla, ed • , :;p_- 3537 -' RECORD DRAWING THESE RECORD DRAWINGS HAVE SEEN PREPAAED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE BAMS OF BEARINGS: �! RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH // /OBJ HAVE SEEN INCORPORATED INTO THE DOCUMENTS AS BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER I / A RESULT TH REOF. OF SECTION 35, T.1N., R.6W., S.B.M. BEING N.89'47'11"W AS SHOWN ON TRACT MAP 15655-22, MB. 270/1-3 RECORDS OF SAN BERNARDINO COUNTY. REV REVISION DESCRIPTION DATE ENGR. CITY DATE BENCHMARK Prepared By: Q�oF Ess /pN CITY OF FO T , C LIFOR IA ° D I ROVENENTB NOT SHOUM CO 0� M � PREPARED FOR: ALLARD ENGINEERING ���o S' NgMq�� L.ALIF RNIA LANDINGS SPECIFIC PLAN ` TWO YEARS OF THE DATE OF APPROVAL ; B CALTRANS BENCHMARK NO. 8-17 0Civil Engineering - Land Surveying - Land Planning o IAB I'1�®!H BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343 � � DRAWN BY: SCALE: SHO6"JA1 HEREON AND C FORTH INA 8253 Sierra Avenue z TRACT NO. 15555-15 rr r DILIGENT THE CITY ENGEIIEER MAY 801 CORPORATE CENTER DRIVE N10 HIGHLAND AVENUE, 0.2 MI. W/0 Fontana, California 92335 w No. 43976 m AE STREET ROV T PLAN 1 =40 DIAL TWO WORKING SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE Exp. 6/30/05 DESIGNED BY. DATE. BEFORE DAYS BEFORE REQ REVISIONS TO THE PLANS TO OF S.C.E. TOWER 19.5. 2.65 MI. W. ALONG (909) 356-1815 Fax (909) 356-1795 * AE Y ❑ U DIG \"` YOU DIG POMONA, CA 9.1768-5641 HIGHLAND AVENUE FROM SIERRA AVENUE s� \Q D AILS T DECEMBER, 2003 B G THEM I1VT0 CONFO CEiITH (909) 802-1154 I Z J,01 9TF CIVIL o�� KSH BY: ,$,,,,,, PP VED B DRAWING NO.: 4 TOLL FREE 1-800-227-2600 COr'�DI1'IONS AND STANDARDS IN EFFECT FAX (909) 802-1111 David S. Hammer, A.C.E. 43976 Date OFCALIF A, �Z.• ZZ. -©r5 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ^ � d I G 1 ' ( ELEVATION 1428.6090 (expires 6/30/2005) B s � � 41 CITY ENGINEER R.C.E. 51152 3 4 Filename: M:\DWG\19202\TR15655-18\STREETS\15655-18-ST04.DWG