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HomeMy WebLinkAbout3695-48 9 10 11 11 13 SEE SHEEP 3 SEE SHEEP 3 �� WALNUT AVENUE PROPOSED AC PAVEMENT AC PAVEMEM SAWCUT AND REMOVAL OLEANDER AVENUE GRAPHIC SCALE 40 0 20 40 $0 � 160 CONSTRUC170N NOTES CURB &GUTTER � 16' &VARIES VARIES VARIES ,VARIES VARIES 16' &VARIES REV. i DA E / . • DATE � i .a �t- i Prepared By: of E sS / 0 � n _ Q� N � • • ALLAFf D ENGINEERING . �o Np J. q -9� _ _ -. ��• ��o �� � •• - Civil Engineering -Land Surveying -Land Planning � � 9� 2G� 8253 Sierra Avenue � � � `— �� Fontana, Galifnrnia 92335 c� No. 36052 m w n''I (909) 356-1815 Fax (909) 356-1795 a: � Exp. 6�3a�Q8 � �;�� � • 7 • o � �,� �Q- y�, C 1 V 11- �`a AAYMO ex A s 6 30/20 6 .E. 36052 Date F OF CpL\F� P� �a ��� 0 � ��� �� o z tet- oo � e " e ' % o � � � � ® n' ;� +�� � - �C�� C=C�=�� C�� +� ® -o DRAWN BY: NCM -MAG _ STREET IMPROVEMENT PLAN OLEANDER AVENUE AT WALNUT AVENUE INTERSECTION � STREET CRASS SECTIONS SCALE.. AS NOTED `- �- ® or �� C �C �_�� � 1 ���__ .� . / i i ����,1. 4 5 '� C CC � �� ��� � � Fq2 CITY ENGINEER � R.C.E. 51152 ,;� �— -- C � —�—C e �— �� � • ��� CCC--� 8 �� ��'—C��O � —� 8 _ o� CC�C��� 8 i a 1 � a s n —• C i:� n o � v � � ; a.. - .. _ a�C� ��� i 0��� � n ��:�o �CC�CO .. •� - - '• � • • � a �� .. _ � _= -- a �. , "' � , � , � � I : ° `, 1 p s s �C� o e � � • � ��=���� • 0 e �- •• •� �® •• � • i � .e .O e - .. � � -- C � C O� —CC —� ��� �� - —C— CSC �C =�O � �C E I ��CC a - _ � � � � � C� -- -- C�C ��8� � • � : .. ® � � � �— � � � � �� ° . ° 8 C����C 0 0 C ® ® P � a C� _� . e - o ,� • •° � 4 C 8 CC �� � � .. �� Q � - .a C C ��� � C C __ �_ CC �� �� � C�� �_�� � C .. o � C , •1 � i 1 I C • � �� � -- � � C ��� -� ����� CC —� _- --- aaaa n � 1 � ��C��� � • �=tea c � • � � � ii a� ■ � p —�` ---- �i� 7 a aG' C7 �f� C-- —C� C C�� •P.P a C CC ' -- CCS C !!�, : ��'�� CCS �� . ! ! — rC� " ... nal � .. � •. a� a _ .o - • � � s a i � � �' C �O � � —��_ �_�C_ __ C��CO�O ��� C =��C=C O�� - �C � �—C�O� �C��C�C C� .: e C — O • . —� �C� B��CC��C �n �� �� . a a � � � --COC ��� �� � ;_ �� C � 1 - � C� p C� C��CC C�� �� � � � - � 8� � ��� ��L .0 _ _' C�CC�� � C ��-- �—��� B .. , . • ' ' 1 ��� C � ��� ���CB� � 8 9 10 11 11 13 SEE SHEEP 3 SEE SHEEP 3 �� WALNUT AVENUE PROPOSED AC PAVEMENT AC PAVEMEM SAWCUT AND REMOVAL OLEANDER AVENUE GRAPHIC SCALE 40 0 20 40 $0 � 160 CONSTRUC170N NOTES CURB &GUTTER i Iii. Li � !i rn opo �� rn � �i � � � `' it � �`�- � - {- v o � N. _CATCH BASIN N0.1- DETAIL 16 NTS Z:1 MAX 2:1 ryi/'1/1 1Q--SAWCUT AND REMOVE IXISTiNG CONGREfE CURB & GUTfER 3O—SAWCUT IXISTiNG A.C. PAVEMENT (TO CLEAN STRAIGHT UNE) 4�REMOVE IXISTING AC. PAVEMENT, SEE CONSTRUCTION PHASING- PLAN DWG N0. 3810 CONSTRUCT 8" PCC CURB & GUiiER PER CIiY STD PLAN N0. 1003 14 ONSTRUCT 8" PCC CURB ONLY PER CITY STD PLAN N0. 1003 16 CONSTRUCT LOCAL DEPRESSION PER APWA STD PLAN 313-1 CASE AES AS SHOWN 6' WIDE ON SOUTH SIDE �0 —CONSTRUCT 4� PCC SIDEWALK PER CITY STD PLAN N0. 1015 21 _ CONSTRUCT 4.5" A.C. PAVEMENT (MIN). AVER 12° OF 95� COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32), FlNISHED SURFACE OF 4.5" AC TO BE 0.1' BELOW FINAL STREET SURFACE ©2—GRIND. EXISTING A.C. PAVEMENT (MINIMUM THICKNESS 0.10') �—CONSTRUCT A.C. PAVEMENT OVERLAY .FOR EXISTING AC PAVEMENT (0.10' MIN) These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions ui6i�ti may ho :nne�.�.��.e.�e.i l.s..�,:.. _�,...�. NORTH R/W CURB &GUTTER r � souni R/w a�� 43' 43' 16' &VARIES VARIES VARIES ,VARIES VARIES 16' &VARIES REV. i DA E / / DATE � i .a �t- i Prepared By: of E sS / 0 � n _ Q� N � • • ALLAFf D ENGINEERING . �o Np J. q -9� _ _ -. ��• ��o �� � •• - Civil Engineering -Land Surveying -Land Planning � � 9� 2G� 8253 Sierra Avenue � � � `— �� Fontana, Galifnrnia 92335 c� No. 36052 m w n''I (909) 356-1815 Fax (909) 356-1795 a: � Exp. 6�3a�Q8 � �;�� � • 7 • o � �,� �Q- y�, C 1 V 11- �`a AAYMO ex A s 6 30/20 6 .E. 36052 Date F OF CpL\F� P� �a ��� 0 � ��� �� o z tet- oo � � . � +�� +�� +� ® -o DRAWN BY: NCM -MAG _ STREET IMPROVEMENT PLAN OLEANDER AVENUE AT WALNUT AVENUE INTERSECTION � STREET CRASS SECTIONS SCALE.. AS NOTED `- �- or �� coo DATE: FEBRUARY, 2005 o�-o 1 ���__ .� . / i i i Iii. Li � !i rn opo �� rn � �i � � � `' it � �`�- � - {- v o � N. _CATCH BASIN N0.1- DETAIL 16 NTS Z:1 MAX 2:1 ryi/'1/1 1Q--SAWCUT AND REMOVE IXISTiNG CONGREfE CURB & GUTfER 3O—SAWCUT IXISTiNG A.C. PAVEMENT (TO CLEAN STRAIGHT UNE) 4�REMOVE IXISTING AC. PAVEMENT, SEE CONSTRUCTION PHASING- PLAN DWG N0. 3810 CONSTRUCT 8" PCC CURB & GUiiER PER CIiY STD PLAN N0. 1003 14 ONSTRUCT 8" PCC CURB ONLY PER CITY STD PLAN N0. 1003 16 CONSTRUCT LOCAL DEPRESSION PER APWA STD PLAN 313-1 CASE AES AS SHOWN 6' WIDE ON SOUTH SIDE �0 —CONSTRUCT 4� PCC SIDEWALK PER CITY STD PLAN N0. 1015 21 _ CONSTRUCT 4.5" A.C. PAVEMENT (MIN). AVER 12° OF 95� COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32), FlNISHED SURFACE OF 4.5" AC TO BE 0.1' BELOW FINAL STREET SURFACE ©2—GRIND. EXISTING A.C. PAVEMENT (MINIMUM THICKNESS 0.10') �—CONSTRUCT A.C. PAVEMENT OVERLAY .FOR EXISTING AC PAVEMENT (0.10' MIN) These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions ui6i�ti may ho :nne�.�.��.e.�e.i l.s..�,:.. _�,...�. NORTH R/W CURB &GUTTER r � souni R/w a�� 43' 43' 16' &VARIES VARIES VARIES ,VARIES VARIES 16' &VARIES 1 � ° •� � ° 1 `° � 1 � , TOTAL 5.5A SECTION LEAVE DOWN 0.1', WILL BE CAPPED BY OTHERS IN PHASE IIB NORTH R/W WALNUT AVENUE TYPICAL SECTION SPA 67+9200 TO SPA 7`1�30i00 EXISTING AC PAVEMENT TO BE REMOVED SOUTH R/W a �. �.- -,�.� `,-,-. 1'° 1 i ���♦ iii • ;ii ��' PAVEMENT TO BE REMOVED NORTH R/W 86� SOUTH R/W 18' i 10' i 2:1 � I 2�90'- LEAVE DOWN 0.1', WILL BE CAPPED BY OTHERS IN PHASE lIB 25' I VARIES 19'-20' VARIES VARIES VARIES 5'-6' S'-6' �) 25' VARIES 19'-20' VARIES `n 0'-3.5 LEVEL. UNE 3 - 2_ ' 14 I LEVEL. UNE � 0 -3.� - — n 14 1 � I� � I / CIVIL � -_- __ --_�� �� ������rv. ���v .. v. v... ...V K lVV4>. - i ����'�°�� � �I_=. 4QFT. - � � • Q o DIAL TWD WERK I NG B E F ❑ R E DAYS BEFERE Y ❑ U DIG YOU DIG _ _ _ A PUBLIC SERVICE BY UNDERGROUND � ER ICE AL�RT REV. i DA E / / DATE � i .a ORIGINAL. BENCHMARK CITY OF FONTANA BM -361 R.R. SPIKE IN PP N0. 1536697E AT THE SW CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365..0.1,. SINCE DESTROYED $�� BE�CHM�►R� ,, SW CORNER, SEC. 31, T.1 N., R.SW., S.BM.-2 I.P. WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. ELEVAlTOi� 139�.N� Prepared By: of E sS / 0 � n _ Q� N � • • ALLAFf D ENGINEERING . �o Np J. q -9� _ _ -. ��• ��o �� � •• - Civil Engineering -Land Surveying -Land Planning � � 9� 2G� 8253 Sierra Avenue � � � `— �� Fontana, Galifnrnia 92335 c� No. 36052 m w n''I (909) 356-1815 Fax (909) 356-1795 a: � Exp. 6�3a�Q8 � �;�� � • 7 • o � �,� �Q- y�, C 1 V 11- �`a AAYMO ex A s 6 30/20 6 .E. 36052 Date F OF CpL\F� P� �a ° 0 � � � i o z CAPITAL IMPROVEMENT PROJECT PHASE ,'� ® DRAWN BY: NCM -MAG _ STREET IMPROVEMENT PLAN OLEANDER AVENUE AT WALNUT AVENUE INTERSECTION � STREET CRASS SECTIONS SCALE.. AS NOTED DESIGNED BY: �W DATE: FEBRUARY, 2005 .� . / i i ����,1. 4 5 a �. �.- -,�.� `,-,-. 1'° 1 i ���♦ iii • ;ii ��' PAVEMENT TO BE REMOVED NORTH R/W 86� SOUTH R/W 18' i 10' i 2:1 � I 2�90'- LEAVE DOWN 0.1', WILL BE CAPPED BY OTHERS IN PHASE lIB 25' I VARIES 19'-20' VARIES VARIES VARIES 5'-6' S'-6' �) 25' VARIES 19'-20' VARIES `n 0'-3.5 LEVEL. UNE 3 - 2_ ' 14 I LEVEL. UNE � 0 -3.� - — n 14 1 � TOTAL 5:5° SECTION y ,'� WALNUT AV�'Nt1E TYPICAL SECTION sra n•�e�o ro sra sas�w EXISTING AC - � • • PAVEMENT TO BE REMOVED 18' i 6' I BASIS Of BEARINGS: THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, T1 N, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62, BEING N 89'S9'12"E I� � I / CIVIL � -_- __ --_�� �� ������rv. ���v .. v. v... ...V K lVV4>. - i ����'�°�� � �I_=. 4QFT. - � � • Q o DIAL TWD WERK I NG B E F ❑ R E DAYS BEFERE Y ❑ U DIG YOU DIG _ _ _ A PUBLIC SERVICE BY UNDERGROUND � ER ICE AL�RT REV. i DA E ENGR. - ••►-- DATE � PREPARED FOR: . CITY Of fONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (90g) 350-76fiQ FAX 909 350-6618 � ) ORIGINAL. BENCHMARK CITY OF FONTANA BM -361 R.R. SPIKE IN PP N0. 1536697E AT THE SW CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365..0.1,. SINCE DESTROYED $�� BE�CHM�►R� ,, SW CORNER, SEC. 31, T.1 N., R.SW., S.BM.-2 I.P. WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. ELEVAlTOi� 139�.N� Prepared By: of E sS / 0 � n _ Q� N � • • ALLAFf D ENGINEERING . �o Np J. q -9� _ _ -. ��• ��o �� � •• - Civil Engineering -Land Surveying -Land Planning � � 9� 2G� 8253 Sierra Avenue � � � `— �� Fontana, Galifnrnia 92335 c� No. 36052 m w n''I (909) 356-1815 Fax (909) 356-1795 a: � Exp. 6�3a�Q8 � �;�� � • 7 • o � �,� �Q- y�, C 1 V 11- �`a AAYMO ex A s 6 30/20 6 .E. 36052 Date F OF CpL\F� P� CIiY OF FONTAN� CALIFORNIA TOTAL 5:5° SECTION y ,'� WALNUT AV�'Nt1E TYPICAL SECTION sra n•�e�o ro sra sas�w EXISTING AC - � • • PAVEMENT TO BE REMOVED 18' i 6' I BASIS Of BEARINGS: THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, T1 N, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62, BEING N 89'S9'12"E I� � I / CIVIL � -_- __ --_�� �� ������rv. ���v .. v. v... ...V K lVV4>. - i ����'�°�� � �I_=. 4QFT. - � � • Q o DIAL TWD WERK I NG B E F ❑ R E DAYS BEFERE Y ❑ U DIG YOU DIG _ _ _ A PUBLIC SERVICE BY UNDERGROUND � ER ICE AL�RT REV. REVISION DESCRIPTION DA E ENGR. CITY DATE SHQULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YiEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, THE Cell' ENGINEER MAY REQUIRE REVISIONS TO THE PLANS- TE} BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT PREPARED FOR: . CITY Of fONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (90g) 350-76fiQ FAX 909 350-6618 � ) ORIGINAL. BENCHMARK CITY OF FONTANA BM -361 R.R. SPIKE IN PP N0. 1536697E AT THE SW CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365..0.1,. SINCE DESTROYED $�� BE�CHM�►R� ,, SW CORNER, SEC. 31, T.1 N., R.SW., S.BM.-2 I.P. WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. ELEVAlTOi� 139�.N� Prepared By: of E sS / 0 � n _ Q� N � • • ALLAFf D ENGINEERING . �o Np J. q -9� _ _ -. ��• ��o �� � •• - Civil Engineering -Land Surveying -Land Planning � � 9� 2G� 8253 Sierra Avenue � � � `— �� Fontana, Galifnrnia 92335 c� No. 36052 m w n''I (909) 356-1815 Fax (909) 356-1795 a: � Exp. 6�3a�Q8 � �;�� � • 7 • o � �,� �Q- y�, C 1 V 11- �`a AAYMO ex A s 6 30/20 6 .E. 36052 Date F OF CpL\F� P� CIiY OF FONTAN� CALIFORNIA RELO�'� ��'�'''�^' � � � 5 �° � �� o z CAPITAL IMPROVEMENT PROJECT PHASE DRAWN BY: NCM -MAG _ STREET IMPROVEMENT PLAN OLEANDER AVENUE AT WALNUT AVENUE INTERSECTION � STREET CRASS SECTIONS SCALE.. AS NOTED DESIGNED BY: �W DATE: FEBRUARY, 2005 CHECKED BY; DSH , APPRO D BY; f _ _ w / -,._, j -c�-���/`e �`"''�'�"�"' �' ��lD7/ �•r DRAWING NO.: 3695 4 5 '� Fq2 CITY ENGINEER � R.C.E. 51152 NFIW-w -4 4