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HomeMy WebLinkAbout2569-5'15M • 300 m d*4°1r1 FACE PLATE , EACH WAY ASSEMBLY _ Aga s mm(v4•IR OR LOCAL DEEPRES- �' ISM O 300 Mm (.4 O 12- 330-C-23 (360-C-3230) CONCRETE ION SURFACE 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED L/2 (TYP.) 25 mm (I')(TYPJ AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAmnARD PLAN 300 - 2 CONCRETE COLLAR FOR RCP STANDARD PIAN PROP-WATM BY r* W_ CURB\OPENING CATCH BASIN METRIC SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK THE TOP SLAB OF THE BASIN MAY BE SHEET 1 OF 2 300-2 I I '"" "m _ c IL 0u L POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS N- --- - - - - , . - ro0� MIL W SLOPE OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE 54+00 W I o o; = e. PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I') DEEP SAWCUT CONTINUOUSLY AROUNDIT i OW LINE ♦ 75 mm THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH (3•Nt OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,.;.- , PLACTE IITTYPIL COLOR, FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE SCORING I o ■ =1 w ■1 �J z ♦ ■ BASIN. CURB LINE 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE I ' 2 EXTRA 15M1N1 ( I STEPS M SHAPED BY PLASTERING. / ION 2 SIDES OF MANHOLE FRAME ( I t 100... e= 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL o I ' I ANO COVER (4•IM1N 300 mm 75 nm ANO LATERAL SLOPE OF 1: 12 MINIMUM AND 4 3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE NEW OR 1 CATCHEASR� I I I c (129MAX. (3')R 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. EXIST. PIPE 90 J 1 AND COVER o :- I I i6 4. DIMENSIONS: FLOW o� , pf W W MI :.. WY B ■ 970 R L _ __ mm(3'-2') I p�p� / F u oz Y • THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF E�O� OPTIONAL SUBGRADE CE THE CATCH BASIN AT THE OUTLET ■ 1.33 m(4.5'1. �� z • r Oft MOnoITM _ CATCH BASIN V ■ THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT U "'"• '-"=:• o B CONNECTION THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS , Iu OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 wKn021. A 4 STEPS �~ I L SECTION A -A .VI THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF 15M O 300 mm _ _ THE INLET. NOTED ON THE PROJECT PLANS. (M O 12') w ii I I 149R 20 mµe• H ■ NOTED ON THE PROJECT PLANS. W ■ NOTED ON THE PROJECT PLANS. - S3-15MEEN (•4) CIRCULAR TIES, SEE NOTE 9 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. - 411 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECT-60mmDOWEL(TYP.)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 SMALL PLAN t• DOWEL DETAIL 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(3'1 RADIUS OF ROUNDING OF STRUCTURE CONCRETE. CUT - -- ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE CUT STRUCTURAL DATA USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE •A• IS LESS THANLINE- N0. I 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED WALL AND SLAB DIMENSIONS AND IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE N REINFORCEMENT REQUIREMENTS IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- - -- -- c O TING STANDARD LENGTHS OF PIPE. MAX REINFORCEMENT MAX t tF REQUIRED IN 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, 900 NO. 2 / \ W V THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL LINE FRONT REAR 80TTOM END BE SPACED 300 mm(Irl APART. THE TOP STEP SHALL BE 175 mm(r) BELOW THE TOP TO THE ---- - WALL WALL SLAB WALL MANHOLE AND PROJECT 63 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm951. 1.0 m(3.51 2.4 WV) ISO xweIG 1 150 "W" #4 BARS 012" O.C. EA. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE fiMI CUT NO. 2 1.0 w(3.51 3.5 m(1r1 200 ...(f') 200 mm(69 SIDE, EA. DIRECTION. BACKWALL. 10- 2.0 Wrl 1.6 A6.1 150 m d6') Iso mMG4 ISM • 300 wA&4arl _ S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN, 3.14 (DO -0) :.o m(rl 3.3 .1(Ir) 200 mm(s'1 zoo mm(9'1 308 MONOLITHIC CATCH BASIN CONNECTION DETAIL 'A' 309 CATCH BASIN REINFORCEMENT (SEE NOTE 101 4.0 m(14 1 1.2 ml4'1 150 mw(6'1 150 mm(ih E 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR SONO -TUBE, OR EQUAL. INTERIOR FORM _ 312 CATCH BASIN MANHOLE FRAME AND COVER 2.4 *84 Iso mm(6') 200 ws•1 I 635 STEEL STEP 4.0 WIWI 3.5 x0r) 200 w.(B9 250 mm(10•) N - 636 POLYPROPYLENE PLASTIC STEP CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS 1.2 WWI 130 mm(6-) 150 mm(6h 0 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL TOGETHER FORMING THE DEFLECTION ANGLE A. R C VALUES. IF METRIC VALUES ARE USED• ALL VALUES USED FOR CONSTRUCTION SHALL BE CUT NO. 2; SAW THE TUBE LONGITUDINALLY REMOVING A STRIP � I.6 MG.) ISO mmN6'1 200 mm(S•1 HE!, METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED 3.14 (00-0 1 WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. 2.4 m(S') 200 mm(G-) 200 mm(S') - FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION BEND THE ENDS OF THE CUT TOGETHER AND INSERT TME /� SHALL BE ENGLISH UNITS. TUBE IN THE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAmnARD PLAN 300 - 2 CONCRETE COLLAR FOR RCP STANDARD PIAN PROP-WATM BY r* W_ CURB\OPENING CATCH BASIN METRIC 'v' "Im SHEET 1 OF 2 300-2 I I '"" "m SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAmnARD PLAN 300 - 2 CONCRETE COLLAR FOR RCP CURB OPENING CATCH BASIN sHEEr2OF2 1 �t I~X ( Inl G&&. W sib 3 • Li 5' Cit 35' o At' N 14" �� _ ESI 014 VTA" -N 4-64-.S5 -ro SI--10-cam 10to MIP t --et %. C IW W ASWAS Rrr lD 12.(0 00 t3 t 3 k 1 44' 10' A 43' 1 C+ W 3 2'r° Y4-"%>cx csG 2.0'la 0) � a X Ji1r,P tVigJ. NItN. 7 Jr A 8q4-4 .5� 1-0 aa+ -5i-7. 05 SEE TITLE SHEET 1 OF 7 FOR ADDITIONAL CROSS SECTIONS PFR P1 A 0 L T 300 "1 Or) 300 mm 1121 t00 mm (4') 430 mm (18'1 300 mm (12') 123 111111 (5.) 600 mA (241 30o mm (121 ISO Nln (61 750 mm (30`11450 mm 1181 173 mm (r) 900 mm (361 450 mm OS-) 223 mm (91 1050 mm 442' 450 mm OS-) 225 mm (91 1200 mm (48' 450 mm (181 250 mm (10.) 1425 mm (571 450 mm (18') 1250 mm 001 1500 mm (60' 525 mm (21.1273 mm Or) 1650 mm (66' 525 mm (21•) 73 mm (N•) 1800 mm (7r 600 mm (24. 300 mm Or INTERIOR OF PIPE SURFACE DETAIL 'B' TYPICAL JOINT FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER Ff P*� STAMM* _ CONCRETE COLLAR FOR RCP PLAN °"W.0'°°°,;.�~"� 300 mm 12" THROUGH 1800 mm 72" 380-2 'v' "Im SHEET 1 OF 2 USE WITH STANDARD SPECMATKM FOR PUBLIC WORKS CONSTRUCTION NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (11. BUT IS LESS THAN 75 mm((31) A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION 306-1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (31. BUT LESS THAN 150 mm (61). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. D■DI OR 02. WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN DZ, JOIN INVERTS AND WHEN D1 IS GREATER THAN 02. JOIN SOFFITS. S. FOR PIPE LARGER THAN 1800 mm (72') SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. T. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (211 AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 73 mm (31 OR LARGER. CIRCULAR TIES PIPE DIAMETER N0. OF CIRCULAR TIES 525 mm (20 OR LESS 3 600 mm (241 TO 750 mm (301 3 825 mm (331 TO 1425 mm (571 4 1500 mm (601 TO 1800 mm (721 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (61) O.C. 10. WHERE THE PIPE IS 525 mm (214 OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (241 OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. 11. 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 BAR 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 METRIC380-2 SHEET 2OF2 CONCRETE COLLAR FOR RCP 300 mm 12" THROUGH 1800 mm 72" II o C w J II � � 7 J55+20.,. Q N 64.00 E (�J 78+70.57 CL BASELINE AV. =54+13.45 CL CHERRY AV. cn N ww 2 5 00 1 �I (0 0O L0 ° t` (� °� � � + t� •-+ + \ � ►� 19 54+75 T :AS LII CONSTRUCTION NOTES SEE SHEET 2 OF 5 w twe a nw w A w ��aft I 11 1LHI I I G A� �% 1 31.85 ECR \ 5 7. 0RICHT +c - - 10-vz7.z-or L. 2SAl c _ T c, �0 h I h I o W C�� YW� c 'A -- '`--�- -- ---�- 54+50 REMOVE EXIST m q 0 - �h�' K -RAI aT I _ r I tK I + t +o 20 1 '`oma { F r- 00 �} ©� LL I O_F- - I - I O 54+25 cm op _ /C j �y 72%T .jj `tip / •�O ' REMOVE EXIST. W I/CROW-, / f % I K -RAIL 7 r 54+00 cn '��; �,\ - opo iN�j�I j�i�- � , Lll cn 3+75 ' "900, IXjam_ Do 53+5 ^ °0 4I In rbo 25 II l Ino 82 `+ �+ II °� , '2 IA I I 19 >co W� II 0101 II it I SEE SHEET 3 OF 5 � II DRWG. NO.2760- U LTI TATE PAVING r CHERRY AVE. AND BASELINE AVE. INTERSECTION AFTER COMPLETION OF R.C. BOX CONSTRUCTION CONSTRUCT 6 1 /2"AC PAVEMENT (MIN.) OVER 12" OF 95% .. COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28) NOTE: SEE TRAFFIC SIGNAL PLAN DWG. N0. 2863 FOR O CONSTRUCT VARIABLE THICKNESS AC PAVEMENT (1 1/2"MIN) OVERLAY. FOR PULL 'BOXES AND. CONDUIT IMPROVEMENTS IN " THE INTERSECTION 3 ® 12' O.C. / E.W. I MIN. iY3 ® 12' O 1/2- EXPANSION JOINT 1/2" EXPANSION JOINT 1O SAWCUT & REMOVE EXIST. AC PAVEMENT &/OR BERM. PER STD. PLAN NO. 1015 #3 0 12- O.C. / E.W. I . 5 PER STD. PLAN NO. 1015 O.C. / E.W. DECORATIVE CONCRETE PER AS SPECIFIED PER C.F.D. ALL CONDUITS S MALL 'B E INSTALLED PRIOR TO #4 : 10" DOWEL #4 : 10' DOWEL 1 1 ADJUST MANHOLE - AND/OR GATE VALVE BOX TO GRADE FINAL PAVING -OF INTERSECTION. 012 O.C. 2 DOWN - 012 O.C. 2 DOWN _- CONC. PER PLAN y --�- CONC. PER PLAN .. CONC. PER PLAN 13 GRIND EXIST AC PAVEMENT AS REQUIRED FOR 1 1/2 MIN. OVERLAY. cu j I -I -II 14 CONSTRUCT 2 1/2" (MIN.) AC CAP OVER EXIST. 4 1/2" AC PAVEMENT 111_- CLASS 11 -i - J �� CLASS 11 _ _, _CLASS AGGR. BASE _ +._ AGGR. BASE AGGR. BASE 19 O INSTALL 2" RIGID GALVANIZED CONDUIT PER DWG. NOS 2863 & _2865 REMOVE EXIST. ST. LIGHT &/OR TRAFFIC SIGNAL BENCH MARK:# 361 BASIS OF BEARINGS ` 21 INSTALL #6 PULL BOX PER DWG. NO'S 2863 & 2865 SPIKE IN NORTH FACE OF PP THE C.L. OF CHERRY AVE. BEING r ^U= =T% �� PAVE BAND �C�►wrA= ©�R TE 1536697E. ®S.W. COR. OF N 00'08'09" E PER P.M. 1959 P.M.B. 12' O.C. / E.W. 22 INSTALL SIGNAL CONDUITS & PULL BOXES PER DWG. NO. 2863 BASELINE AVE. do SULTANA AVE. 28/18 WAS USED AS THE BASIS OF ELEVATION: Q�pFES& 1365.01 BEARINGS FOR THIS PLAN. O HIEREV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of s �OFESS/pPREPARED IN THE OFFICE OF `=' Q C663$S� _: z COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL° \LTOYV MADOLE AND ASSOCIATES, INC. U.1 C..., r.• m ca OF THE INLAND EMPIRE El�!tt=?J�D-O(� � � � ,� $ DRAWN BY: >* * SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 14814 m 10601 CHURCH STREET, STE. 107 MNS 'Y7F CIV- ' �� DIAL T WO WORKING Exp: 3-4814 ; RANCHO CUCAMONGA, CA 91730 DESIGNED BY: . BEFORE �� BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PHONE (909) 948-1311 MNS YOU DIG DU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `�q� �Iv\�P Date �' I3 0� CHECKED BY: TOLL FREE 1-800-227-2600 OF�L\ R. 14814 EXP. 3-31 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. M.L.B. RECORD 0R,4 vV/NG" • 10-0%! n LEGEND 0 AC PAVEMENT ® REMOVAL ® GRIND y RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PAR' ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OrrWJM THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHIM HAVE I!fEN IINCORPOPJ= IN THE DOCUMENTS AS A rM JIT THEREOF 0 5 101520 30 40 60 CITY OF FONTANA, CALIFORNIA TRACT NO. 15709 & P.M. NO. 15420 SCALE: r,) BASELI E AVENUE As NOTED DATE: ERRY AVE. I ERS TION & DETAILS JAN. 2001 APPR D BY- DRAWING NO.:N 2 - 2569 5 z AtT CRY ENGINEER R.C.E. 51152 DATE % J:\126-1313\street\baseline7. wg, 02/12/01 04:50:42 PM, fs I 21 - - - 54+50 i - I 0u L O 54+25 N- --- - - - - , - W XIST MIL 19 W 54+00 W o o; T :AS LII CONSTRUCTION NOTES SEE SHEET 2 OF 5 w twe a nw w A w ��aft I 11 1LHI I I G A� �% 1 31.85 ECR \ 5 7. 0RICHT +c - - 10-vz7.z-or L. 2SAl c _ T c, �0 h I h I o W C�� YW� c 'A -- '`--�- -- ---�- 54+50 REMOVE EXIST m q 0 - �h�' K -RAI aT I _ r I tK I + t +o 20 1 '`oma { F r- 00 �} ©� LL I O_F- - I - I O 54+25 cm op _ /C j �y 72%T .jj `tip / •�O ' REMOVE EXIST. W I/CROW-, / f % I K -RAIL 7 r 54+00 cn '��; �,\ - opo iN�j�I j�i�- � , Lll cn 3+75 ' "900, IXjam_ Do 53+5 ^ °0 4I In rbo 25 II l Ino 82 `+ �+ II °� , '2 IA I I 19 >co W� II 0101 II it I SEE SHEET 3 OF 5 � II DRWG. NO.2760- U LTI TATE PAVING r CHERRY AVE. AND BASELINE AVE. INTERSECTION AFTER COMPLETION OF R.C. BOX CONSTRUCTION CONSTRUCT 6 1 /2"AC PAVEMENT (MIN.) OVER 12" OF 95% .. COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28) NOTE: SEE TRAFFIC SIGNAL PLAN DWG. N0. 2863 FOR O CONSTRUCT VARIABLE THICKNESS AC PAVEMENT (1 1/2"MIN) OVERLAY. FOR PULL 'BOXES AND. CONDUIT IMPROVEMENTS IN " THE INTERSECTION 3 ® 12' O.C. / E.W. I MIN. iY3 ® 12' O 1/2- EXPANSION JOINT 1/2" EXPANSION JOINT 1O SAWCUT & REMOVE EXIST. AC PAVEMENT &/OR BERM. PER STD. PLAN NO. 1015 #3 0 12- O.C. / E.W. I . 5 PER STD. PLAN NO. 1015 O.C. / E.W. DECORATIVE CONCRETE PER AS SPECIFIED PER C.F.D. ALL CONDUITS S MALL 'B E INSTALLED PRIOR TO #4 : 10" DOWEL #4 : 10' DOWEL 1 1 ADJUST MANHOLE - AND/OR GATE VALVE BOX TO GRADE FINAL PAVING -OF INTERSECTION. 012 O.C. 2 DOWN - 012 O.C. 2 DOWN _- CONC. PER PLAN y --�- CONC. PER PLAN .. CONC. PER PLAN 13 GRIND EXIST AC PAVEMENT AS REQUIRED FOR 1 1/2 MIN. OVERLAY. cu j I -I -II 14 CONSTRUCT 2 1/2" (MIN.) AC CAP OVER EXIST. 4 1/2" AC PAVEMENT 111_- CLASS 11 -i - J �� CLASS 11 _ _, _CLASS AGGR. BASE _ +._ AGGR. BASE AGGR. BASE 19 O INSTALL 2" RIGID GALVANIZED CONDUIT PER DWG. NOS 2863 & _2865 REMOVE EXIST. ST. LIGHT &/OR TRAFFIC SIGNAL BENCH MARK:# 361 BASIS OF BEARINGS ` 21 INSTALL #6 PULL BOX PER DWG. NO'S 2863 & 2865 SPIKE IN NORTH FACE OF PP THE C.L. OF CHERRY AVE. BEING r ^U= =T% �� PAVE BAND �C�►wrA= ©�R TE 1536697E. ®S.W. COR. OF N 00'08'09" E PER P.M. 1959 P.M.B. 12' O.C. / E.W. 22 INSTALL SIGNAL CONDUITS & PULL BOXES PER DWG. NO. 2863 BASELINE AVE. do SULTANA AVE. 28/18 WAS USED AS THE BASIS OF ELEVATION: Q�pFES& 1365.01 BEARINGS FOR THIS PLAN. O HIEREV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of s �OFESS/pPREPARED IN THE OFFICE OF `=' Q C663$S� _: z COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL° \LTOYV MADOLE AND ASSOCIATES, INC. U.1 C..., r.• m ca OF THE INLAND EMPIRE El�!tt=?J�D-O(� � � � ,� $ DRAWN BY: >* * SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 14814 m 10601 CHURCH STREET, STE. 107 MNS 'Y7F CIV- ' �� DIAL T WO WORKING Exp: 3-4814 ; RANCHO CUCAMONGA, CA 91730 DESIGNED BY: . BEFORE �� BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PHONE (909) 948-1311 MNS YOU DIG DU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `�q� �Iv\�P Date �' I3 0� CHECKED BY: TOLL FREE 1-800-227-2600 OF�L\ R. 14814 EXP. 3-31 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. M.L.B. RECORD 0R,4 vV/NG" • 10-0%! n LEGEND 0 AC PAVEMENT ® REMOVAL ® GRIND y RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PAR' ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OrrWJM THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHIM HAVE I!fEN IINCORPOPJ= IN THE DOCUMENTS AS A rM JIT THEREOF 0 5 101520 30 40 60 CITY OF FONTANA, CALIFORNIA TRACT NO. 15709 & P.M. NO. 15420 SCALE: r,) BASELI E AVENUE As NOTED DATE: ERRY AVE. I ERS TION & DETAILS JAN. 2001 APPR D BY- DRAWING NO.:N 2 - 2569 5 z AtT CRY ENGINEER R.C.E. 51152 DATE % J:\126-1313\street\baseline7. wg, 02/12/01 04:50:42 PM, fs