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HomeMy WebLinkAbout2584-1�h BASELINIE ROAD PROJECT 0�� Q � FONTANA \/IGINITY MSP NOT TO SGNL.0 r O N b A.G. -� PAVEMENT �\ 5' OJ • JOIN PAVEMENT SECTION A -A NOT TO SCALE 51 GOLD PLANE EXI5TfN6 A.G. FOR 0.10' (MIN) OVERLAY EXI5TIN9 O A.G. SURFACE 0.10' (MIN) O.I' (MIN) GOLD PLANE OVERLY l EXI5TIN6 PNVEMfENT b" CRUSHED A66RE6NTE SECTION E3 -E3 NOT TO 5L,4.G CON57RUC.-TION NOTES UNI T QTY O SAHCUT AND JOIN........................................................................................ L.F. lbs O CONSTRUCT b" ASPHALT CONCRETE PAVEMENT ON b" CRUSHED AGGRECPATE BASE (NO SLAG) ON g556 COMPACTED SOIL. (SEE 6ENERAL NOTES NO. b • 1) .............. S.F. 1330 O CONSTRUCT a" ASPHALT COWAZTE ®ERM PM CITY STD ............... L.F. 55 ® CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF FONTANA STD. DETAIL 102-6 (W=32') ............................ S.F. '3x3 5� CONSTRUCT b" CURB AND GUTTER PER G I TY OF FONTANA STD. DETAIL 101............................................................................................. L.F. 165 © CONSTRUCT 4" P.G.G. SIDE "LK..................................................0........ SP. $24 O ADJUST STRUCTURE TO 6 RAVE.........................................................0. EA. 2 ® OY (MIN) A.G. OVERLAY ..................................................0........................ S.F. 5565 O 0.1' (MIN) GOLD PLANE.............................................................................. S.P. 12'10 I� CONSTRUCT PARKWAY (LANDSCAPE) ................................................ S.P. 1050 JlNiCTION 5TRUCTURE No. 4 CASE I STANDARD DRAWINO .. EA, I NO. 2-0Ig5, L05 ANGELES COUNTY FLOOD CONTROL 015TRICT. Q 22,000 HP5V b' MAST ARM WI TH ORNAMENTAL POLL .... EA* I 30' HIGH . I© TO BE RELOCATED BY OTHERS I� b" SERER LATERAL TO BE CONSTRUCTED 4 APPROVED BY CCHD Irj REPLACE EX15TIN P GRATE WITH COVER (� CONSTRUCT Ib" DIA. R.G.P. 4 JUNCTION STRUGZ �1 LEGEND - z w .0 Eta' ........ EDGE OF PAVEMENT TG ........ TOP OF CURS q� ........ CENTERLINE BH ....... BACK OF HALK (xxx.xx)... EXI5TIN6 ELEVATION FS ........ FINISH SURFACE xxx.xx .... DESIGN ELEVATION ...... R16HT-OF-HAY FL ........ FLOHLINE TS ........ TOP OF BERM 1.696(MIw qkv 22" 96 (MAX) 44' 8+00 +50 "1+00 E3ENCwHlfffffffffff!AR< 2" BRASS DISK IN SOUTHERN CALIFORNIA EDI°SON CONCRETE TOWER BASE STAMPED "CITY OF RANCHO CUGAMONSA BM 10046 I M61" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST HESTERLY TOWER BASE OF MIRA LOMA TOWER NO. 223 ELEVATION, 1213.685 +50 6+00 EXISTING PAVEMENT STORM DRAIN �EXISTINS i* "SID I I 1 ^� �0' am +50 I PROPERTY LINE 5+00 VZ/// SECTION 0-C, ` NOT TO SCALE Mr ri EXI�rTINt'i CUR® -- 1 l� � %5� cu Q PER TYPICAL SECTION 41 -1 CITY OF RANCHO CUCAMONGA � � c \� / (� GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE HITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 14115, AND ANY REVISION THEREAFTER AND STANDARD SPEC I F i GATI ONS FOR PUBL I G WORKS CONSTRUCTION LATEST EDITION. 2. GONSTRUGTION PERMITS SHALL SE 05TAIN'E'D FROM THE CITY OF FONTANA ENSINEERtmo DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT HHERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE FACE OF THE CURS. S. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJO I N I N& CURBS AND S I DEHALKS. b. ACTUAL THICKNESS OF A.G. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT OR ANY OTHER, APPROVED BY THE G I TY EN&I NEER AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 1. PAVEMENT STRUCTURAL SECTIONS SHORN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE G I TY AS REOU I RED BY THE G I TY EN61 NEER AFTER COMPLETION 010 R &RAOI N6. 5. CARE SHOULD BE TAKEN TO PREVENT (GRADES, DITCHLt AND SHALES FROM UNDERM I NI N& STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY EN& I NEER MAY REOU I RE TEMPORARY GUN I TE SHALES, ENTERI N& OR LEAV I N3 IMPROVEMENTS. 44. ALL WORK SHALL BE COMrLE I PRIOR TO PAVINS OF THE 31REE M. 10. ADEQUATE STAKES SHALL BE SET BY THE ENC71 NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE TO THE PLAN GRADES. 11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POHER POLES, HATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHORN OR NOT SHORN ON THIS PLAN AND LOCATED HI TH I N AREAS TO BE IMPROVED AND I NTERFERI Ne HITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE! CONTRACTOR'b RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE GONSTRUGTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED b" BELOW FINISHED GRADE BY SEHER CONTRACTOR AND SHALL BE RAISED TO &RADE BY PAVINO CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED 6RADE ISY HATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRAGTOIR AFTER COMPLETION OF PAV I NS. 14. REFER TO CITY OF FONTANA., UNDERGROUND UTILITY LOCATION STANDARD DETAIL 124. 15. THE CONTRACTOR(S) SHALL COORD I NATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS I NGLUD I N6, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, L 16HT1 Nd, TELEVISION GABLE, LANDSCAPI N6, LANDSGAPI N6 I RRI6ATI ON, DOMESTIC HATED, R 4,L.AIMED AATFW,R, SE.AEK STORM DRAINA", FLOOD CONTROL SYSTEMS, ETC. 16. RECORD DRAHI NGS SHALL BE PROVIDED BY THE EN61 NEER OF RECORD TO THE G I TY OF FONTANA. IT TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS HILL BE DE I ERMINED AT THE TIME OF CON5TR ICTION AND SHALL CONFO$44 WITH THE CITY OF FONTANA STANDARt1 DETAILS. 16. CONTRACTOR 15 INSTRUCTED TO REFER TO THESE PLANS AND SPECIFICATIONS, AND HHERE THERE 15 OR MAY BE A CONFLICT, SHALL IMMEDIATELY REPORT SAID CONFL I GT OR POSSIBLE COWLICT TO THE OWNER'S REPRESENTATIVE. 14. SOIL STERI LANT REOU I RED UNDER ALL A.G. PAVEMENT. 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND RE I NFORC I N& STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 21. ALL UTILITY COMPANIES SHALL BE 61 VEN 46 HOUR'S NOTICE PRIOR TO WORK AROLND THEIR FACILITIES. 23. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS EN61 NEER. 23. ALL MATERIALS AND METHODS TO W SUBJWT TO THE APPROVAL OF THE CITY EN&lilt. 24. BAGKF I LL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY G I TY INSPECTOR PRIOR TO THE PL.ACINtS OF ANY PERMANENT PAVEMENT. 25. CONTRACTOR TO INSTALL PAVEMENT MARKINzSS AND STRIMNS AS REallRED SY THE G I TY TRAFFIC EN61 NEER AND A5 SHOWN ON PLANS. 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE HATER VALVE. 21. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT HITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENOI NEER NOTIFIED IMMEDIATELY. 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE EN61 NEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAV I N& HAS BEEN INSTALLED SO THAT THE EN 71 NEER MAY INSTALL THE STREET CENTERLINE MONUMENT'S A3 REQUIRED BY THE! CITY CODE OF THE CITY OF FONTANA. UTILITY NOTIFICATION5: I)"` - \hl A q ,� ^�1 N 00 1\'!30" c Iyj 6 �ij CITY OF FONTANA� r.?d� �0 HATER ... SAN 6ABRIEL VALLEY HATER CO. • 1 o b 1 h 1 K�IN iLl I I� I , I 12VAR. FROM VAR. VAR. "ROM cfl . 4' TO 13' 1 50' TO 2G' i 1 4' :21_ 1 ©O 0.1' (MIN) 1 0.11 MIN. I OVERLAY I :2 t2.3� EP • `a� vif •1e{�i Ys'• .>�' �`�`' `''"'` SEE SECTION B -B PAVEMENT 5 7YFICAL SECTION FROM STA 41 +61.g5 TO STA 44+51.00 NOT TO SCALE L _ \ 1 11143 6AVENUE AVEN �� �'• _ - �' '� EL MONTE GA 4111-154 STORM DRAIN .._. ` ._ `iy� 36 "SDS ` ` `�1 r �a �►JA� �Q Fb (61 b) 446-6163 EP � II 4`�D I 2 _ d► ,�u `�'�S a�� I ' rJ�►,o q� �w �e ... G I TY OF FONTANA7rF`dry• bob -t c , `�� 6355 SIERRA AVENUE A� W1/ 1 _ _ I I ��' 4T B„� �ry TE �8�' t EP FONTANA, GA °12335 '► ELECT. L ; ��• v \ - (qOq) 550-"7640 H04 M4 STA 00+00. VENT - - - RISER O AIR 1rENT 1l15E1t 11 \ cv _. � 't'` � C lNT. Pr3WER N GAI 1FeWNI A FnI N r� Co � .f • b� Au ( I I W'LY 1'R01'. LINE k> 15 1 Oi ti D" q� \ I I �► O F `ry Ery N \\\ h p . � ,n EAST AVFNU �FROM STA 5+46.41 TO STA 7+51.46 + 0 -- In vBASIS OF M SHOWN ON 60"1 NO PLAN� 0 2 0 N wg � � � in 0 AS SHOWN Or P.O. BOX "78D 300 N. PEPPER STREET z RIALTO, GA 412376 ~q - •�jf NOTES STATIONING 1'E�t (Og) 820Iql 5 >• CITY OF FONTANA. (STREET I MPRO &AS ........ SOUTHERN GAL I FORK I A (SAS CO. PLAN NO. I -M5, SHT 69.7 16231 VALLEY BLVD. = OF 6 SHT. PLANW FONTANA, GA 412333 09 (qOq) 66q-41'111 Lu Lu GAS ................. SOUTHERN CALIFORNIA SAS W. TRANSMISSION DIVISION 21411 E. BIRCH STRZET BREA, GA 82621 (`i 14) 5341-26b�1 ... L TELEPI40NL 8000 HELLMAN AVENUE RANCHO GUCAMON&A, GA q 1130 M061) q45-3562 TELEPHONE... PACIFIC BELL 3415q E. CORONADO STOMT ANAHEIM, CA 412601 (`714) gqq-563x1 SCALE: I "m2O' 0 ii�wii eiiiiiiiiiin�.�iiiei:iiiiiiiiiiiii��iii:iiii���isiii■iii ■■■■■■■■■■■■■■■�ikF'IRiIE�[�■■■■■■■i�Fi■■■t■■■■11■foGliiT��if3\r1�11■�l�s��i��9.i■t■■■■■■■ PAIR ■■■■■■■■■■■■■■■1'iliYiillfilll■��n1-D'.i'\i11■■���='�siiG�■■�4+'�?Illii■■■i`�J■1�■■■■�1�■■■■■■■1 EmEmmmommoom NEEZZENEEMEMEN MENE mms �iiiii��ieiE�i��iiii�i�ii�i���°iiii■�i■�i ■■■■�■iii:i°ai��iiii�■siii�ii:ii"s. ■■■■■■■■■■■■■■■■■■Ili■■■■■I�■■■■■Ike■■■■■■■■1��■■■iii■'■■■■■■r■wiii`i\`�JI��I�■■■ ■■■■■■■■■■■■■■■■■■IGl■■■■■1�1■■■■■I�����iii�\■■li.■■.a!:iii'■■�•C��nll■■■■I7.■I�1�■■■ ■i��■■t■■■t■■■■■■■I�■■■■■1�1■■■■■1�'■t.■■.i.�•■.�:ri�■II�� iill.�■liio7\\■■IE��■■1■■i ■■■■■1t■■■■■■■■■■■IO■■■■■Ir■■■■�nrC :a:.■tll�•�Giid�ll�■11■■■!A■■I�\l■■��i��■■■■■■ ■■■■■■■■■■■■■■■■■t!■����;�a�rl■:��'':C:�i�Y�ll■■■■■1�■IE!■11\■■I� ■■I�■IN�b�t;�■■■■■■ VIM If ML�- mmmmmmmmmmmmmmmmmRll t3ffi■■iElttim■■\ PlammmmmmmtelX11■■■■YY■■■■!■■■■■■■■■■t■■■■■■■ ■■■■■■■..■■■■�■■a�i��■■.�ia�■■■��a■■■■■■■tea■■■■s■■■■■■■■■■■■■■■■e■■■■■■ 8+00 +50 "1+00 E3ENCwHlfffffffffff!AR< 2" BRASS DISK IN SOUTHERN CALIFORNIA EDI°SON CONCRETE TOWER BASE STAMPED "CITY OF RANCHO CUGAMONSA BM 10046 I M61" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST HESTERLY TOWER BASE OF MIRA LOMA TOWER NO. 223 ELEVATION, 1213.685 +50 6+00 EXISTING PAVEMENT STORM DRAIN �EXISTINS i* "SID I I 1 ^� �0' am +50 I PROPERTY LINE 5+00 VZ/// SECTION 0-C, ` NOT TO SCALE Mr ri EXI�rTINt'i CUR® -- 1 l� � %5� cu Q PER TYPICAL SECTION 41 -1 CITY OF RANCHO CUCAMONGA � � c \� / (� GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE HITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 14115, AND ANY REVISION THEREAFTER AND STANDARD SPEC I F i GATI ONS FOR PUBL I G WORKS CONSTRUCTION LATEST EDITION. 2. GONSTRUGTION PERMITS SHALL SE 05TAIN'E'D FROM THE CITY OF FONTANA ENSINEERtmo DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT HHERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE FACE OF THE CURS. S. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJO I N I N& CURBS AND S I DEHALKS. b. ACTUAL THICKNESS OF A.G. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT OR ANY OTHER, APPROVED BY THE G I TY EN&I NEER AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 1. PAVEMENT STRUCTURAL SECTIONS SHORN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE G I TY AS REOU I RED BY THE G I TY EN61 NEER AFTER COMPLETION 010 R &RAOI N6. 5. CARE SHOULD BE TAKEN TO PREVENT (GRADES, DITCHLt AND SHALES FROM UNDERM I NI N& STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY EN& I NEER MAY REOU I RE TEMPORARY GUN I TE SHALES, ENTERI N& OR LEAV I N3 IMPROVEMENTS. 44. ALL WORK SHALL BE COMrLE I PRIOR TO PAVINS OF THE 31REE M. 10. ADEQUATE STAKES SHALL BE SET BY THE ENC71 NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE TO THE PLAN GRADES. 11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POHER POLES, HATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHORN OR NOT SHORN ON THIS PLAN AND LOCATED HI TH I N AREAS TO BE IMPROVED AND I NTERFERI Ne HITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE! CONTRACTOR'b RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE GONSTRUGTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED b" BELOW FINISHED GRADE BY SEHER CONTRACTOR AND SHALL BE RAISED TO &RADE BY PAVINO CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED 6RADE ISY HATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRAGTOIR AFTER COMPLETION OF PAV I NS. 14. REFER TO CITY OF FONTANA., UNDERGROUND UTILITY LOCATION STANDARD DETAIL 124. 15. THE CONTRACTOR(S) SHALL COORD I NATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS I NGLUD I N6, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, L 16HT1 Nd, TELEVISION GABLE, LANDSCAPI N6, LANDSGAPI N6 I RRI6ATI ON, DOMESTIC HATED, R 4,L.AIMED AATFW,R, SE.AEK STORM DRAINA", FLOOD CONTROL SYSTEMS, ETC. 16. RECORD DRAHI NGS SHALL BE PROVIDED BY THE EN61 NEER OF RECORD TO THE G I TY OF FONTANA. IT TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS HILL BE DE I ERMINED AT THE TIME OF CON5TR ICTION AND SHALL CONFO$44 WITH THE CITY OF FONTANA STANDARt1 DETAILS. 16. CONTRACTOR 15 INSTRUCTED TO REFER TO THESE PLANS AND SPECIFICATIONS, AND HHERE THERE 15 OR MAY BE A CONFLICT, SHALL IMMEDIATELY REPORT SAID CONFL I GT OR POSSIBLE COWLICT TO THE OWNER'S REPRESENTATIVE. 14. SOIL STERI LANT REOU I RED UNDER ALL A.G. PAVEMENT. 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND RE I NFORC I N& STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 21. ALL UTILITY COMPANIES SHALL BE 61 VEN 46 HOUR'S NOTICE PRIOR TO WORK AROLND THEIR FACILITIES. 23. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS EN61 NEER. 23. ALL MATERIALS AND METHODS TO W SUBJWT TO THE APPROVAL OF THE CITY EN&lilt. 24. BAGKF I LL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY G I TY INSPECTOR PRIOR TO THE PL.ACINtS OF ANY PERMANENT PAVEMENT. 25. CONTRACTOR TO INSTALL PAVEMENT MARKINzSS AND STRIMNS AS REallRED SY THE G I TY TRAFFIC EN61 NEER AND A5 SHOWN ON PLANS. 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE HATER VALVE. 21. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT HITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENOI NEER NOTIFIED IMMEDIATELY. 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE EN61 NEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAV I N& HAS BEEN INSTALLED SO THAT THE EN 71 NEER MAY INSTALL THE STREET CENTERLINE MONUMENT'S A3 REQUIRED BY THE! CITY CODE OF THE CITY OF FONTANA. UTILITY NOTIFICATION5: I)"` - \hl A q ,� ^�1 N 00 1\'!30" c Iyj 6 �ij CITY OF FONTANA� r.?d� �0 HATER ... SAN 6ABRIEL VALLEY HATER CO. • 1 o b 1 h 1 K�IN iLl I I� I , I 12VAR. FROM VAR. VAR. "ROM cfl . 4' TO 13' 1 50' TO 2G' i 1 4' :21_ 1 ©O 0.1' (MIN) 1 0.11 MIN. I OVERLAY I :2 t2.3� EP • `a� vif •1e{�i Ys'• .>�' �`�`' `''"'` SEE SECTION B -B PAVEMENT 5 7YFICAL SECTION FROM STA 41 +61.g5 TO STA 44+51.00 NOT TO SCALE L _ \ 1 11143 6AVENUE AVEN �� �'• _ - �' '� EL MONTE GA 4111-154 STORM DRAIN .._. ` ._ `iy� 36 "SDS ` ` `�1 r �a �►JA� �Q Fb (61 b) 446-6163 EP � II 4`�D I 2 _ d► ,�u `�'�S a�� I ' rJ�►,o q� �w �e ... G I TY OF FONTANA7rF`dry• bob -t c , `�� 6355 SIERRA AVENUE A� W1/ 1 _ _ I I ��' 4T B„� �ry TE �8�' t EP FONTANA, GA °12335 '► ELECT. L ; ��• v \ - (qOq) 550-"7640 H04 M4 STA 00+00. VENT - - - RISER O AIR 1rENT 1l15E1t 11 \ cv _. � 't'` � C lNT. Pr3WER N GAI 1FeWNI A FnI N r� Co � .f • b� Au ( I I W'LY 1'R01'. LINE k> 15 1 Oi ti D" q� \ I I �► O F `ry Ery N \\\ h p . � ,n EAST AVFNU �FROM STA 5+46.41 TO STA 7+51.46 + 0 -- In vBASIS OF M SHOWN ON 60"1 NO PLAN� 0 2 0 N wg � � � in 0 AS SHOWN Or P.O. BOX "78D 300 N. PEPPER STREET z RIALTO, GA 412376 ~q - •�jf NOTES STATIONING 1'E�t (Og) 820Iql 5 >• CITY OF FONTANA. (STREET I MPRO &AS ........ SOUTHERN GAL I FORK I A (SAS CO. PLAN NO. I -M5, SHT 69.7 16231 VALLEY BLVD. = OF 6 SHT. PLANW FONTANA, GA 412333 09 (qOq) 66q-41'111 Lu Lu GAS ................. SOUTHERN CALIFORNIA SAS W. TRANSMISSION DIVISION 21411 E. BIRCH STRZET BREA, GA 82621 (`i 14) 5341-26b�1 ... L TELEPI40NL 8000 HELLMAN AVENUE RANCHO GUCAMON&A, GA q 1130 M061) q45-3562 TELEPHONE... PACIFIC BELL 3415q E. CORONADO STOMT ANAHEIM, CA 412601 (`714) gqq-563x1 SCALE: I "m2O' 0