Loading...
HomeMy WebLinkAbout4851-6■■■■■■■■■■■■■■■■■■IG:(ii�l■■■■■■■■QI� •' �� " = ■\■■■■■■!!c��-Q ME■J■1\'1■` i�Q�[���1■■■■■■■■■■L�(1131■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ LEGEND: C.P. NO. 7 STA. 14+16.81 STA. 10+00.00 q ARROW BL WHEELER AVE. FD. NOTHING v _m ED Ica y. �.. �•I Pi —(low) TI Ll---�*--�,—CROWN LINE �'•'•'•'1IT v 11 •telldA, 400":i♦` •M #:•;.�:� ��.��'C'A:1►'.�.'.'�:�_!:i'����.���.� �� a X1:1 > r 8� ' � -- �� ,� � �©' �� �• � Raw �..i �i ��..�...........� �...� �7�AAn.A\�lAA��.11A�lr � � � �I /.R� � � � �:R�:� / �.�� �.�.�.�.�,��,If ...�.�.�.. T/J ■ .'v � �irj !E \I► U; , t ■ U-U-{�--m-- -- - ,•,-�-{ {-{ . -{illi.. -. { . ill i fl , .. BOB �'►�;� ►::,. . �III['�iii o .. �,�„�►� -• ;;{,�•,,...�.{,,,;,,,,,,,,,,;,!.,,,1,,,.,1,1,1:1,1,1, A � • r� IIIA r o • : � ! ' ���� � . • • • • • • � '"' iii al 101 EXIS11NG PCC CONCRETE II•��� i �,+,� , 11 IIII . PROPOSED - CONCRETE PROPOSED LANDSCAPE AREA PER ONSITE LANDSCAPE PLANS PROPOSED ASPHALT CONCRETE PROPOSED PCC DECORATIVE • WHEELER AVENUE 14+00 i �s C.P. N0. 13 STA. 14+16.79 STA. 12+91.76 Q WHEELER A ./LERNER LN. FD. NOTHING STREET/GRADING CONSTRUCTION NOTES: O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. O3 CONSTRUCT 6" CURB PER CITY OF FONTANA STD. DETAIL NO. 1000. �4 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006, WIDTH AS SHOWN. O5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. O CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002. O7 CONSTRUCT 5' CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403. O9 CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY AND 2.5" OF ASPHALT CONCRETE PAVEMENT OVER 1.0 OF 959 COMPACTED NATIVE SOIL. 10 CONSTRUCT CURB RAMP, CASE D. TYPE 2, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. 11 CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY AND 4" OF ASPHALT CONCRETE PAVEMENT OVER 1.0 OF 95% COMPACTED NATIVE SOIL. 14 CONSTRUCT CURB RAMP, CASE B. TYPE 1, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3 WITH RETAINING CURB AT BACK OF RAMP, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. 37 CONSTRUCT 10' CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403. @CONSTRUCT CURB RAMP, CASE D. TYPE 1, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING RETAINING CURB ON BOTH SIDES, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. HORZ: 1" = 40' VFRT• 1 " = 4' CURVE/LINE TABLE ® DELTA/BEARING RADIUS LENGTH TANGENT 1 89'59'35" 35.00' 54.97' 35.00' 2 N00'15'35"E -- 200.33' -- 3 89'57915" 20.00' 31.40' 19.98' 4 90000'25" 35.00' 54.98' 35.00' 5 N0015935"W -- 43.11' -- 6 N00'15'35"W -- 6.97' -- 7 89059'35" 16.00' 25.13' 16.00' 8 90'00'25" 16.00' 25.13' 16.00' 9 N0001 5'35"W -- 11.23' -- 10 90015'35" 3.50' 5.51' 3.52' e 8 Rev REVISION DESCRIPTION ons aNcR. an oar CITY GINEE2 R.C.E.No. 51152LENT' 01 -FY L)F FONIANA W � � �:�.�::�:.::��' � � I immmmmmmmmmmmmmmmmmiimmammmmmg-luw�mm4malummiamummmmmm■ii■ � I �! � sal I I N i lii i� mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmammammmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm ommmmmmmmmmmmmmmmmmmmmmmmmonowsmommmummmmmmmmunnsommmmmmmmmmmusummmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm ommmmmmmmmmmmmmmmmmmmmmmmmmoommmmoom -0�--.Irliummmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo ommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmma am mum NNAMMMMMMMEM MINME IMONNINENOMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMME '?'= r.amma- 's 'A mmmmmmmmmmmmmmmmmm""r" E mm MINEW tmw- -- mm- MIGN mmim mmmmmminmrimmmmm m F. MR., m MMMMMEREMMMMMMMMMMMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo WIN sommommalimmmommignsam v .. ,I ■■ ■■■ ■VHC ■■ ■■ no Mal �I�I�M7 d�� �■ ��l����������������0���r����������■■v� ���� !ate ���.S ' . iF����■�`�vi� �9_ IM�iif�E����F■9�■■F�=��l�J��������■�.ti�ITl, �����A��������5�■t■���������0��■■��■� ��'��� 0-00,01milim.ismsa■■L\liimlS . ■ �y #��1�1' .� . MJI�[�l�Fr.'ll`��1�■E�z�s���a�!!�J■■■�� ■■■ ■■■■�IGfi�l ■■■h■■■■�■■■■■�■■■�■■■■�■■HO■■■■�■■ ...i '����a��i■e�a�■■r��ia���d��■■ia■■■■■a��rr.■■�■■■■■■■■■■v■■■ ■■■■■■■■■a■■■■■■a■■■r■■r •�I��n IN-no_. ��1A� ��'v �4'a n� ����■���■� 0■�■� ��■■�■���� � 0�����pn I����II.�F����■rn��■��■��� LEGEND: C.P. NO. 7 STA. 14+16.81 STA. 10+00.00 q ARROW BL WHEELER AVE. FD. NOTHING v _m ED Ica y. �.. �•I Pi —(low) TI Ll---�*--�,—CROWN LINE �'•'•'•'1IT v 11 •telldA, 400":i♦` •M #:•;.�:� ��.��'C'A:1►'.�.'.'�:�_!:i'����.���.� �� a X1:1 > r 8� ' � -- �� ,� � �©' �� �• � Raw �..i �i ��..�...........� �...� �7�AAn.A\�lAA��.11A�lr � � � �I /.R� � � � �:R�:� / �.�� �.�.�.�.�,��,If ...�.�.�.. T/J ■ .'v � �irj !E \I► U; , t ■ U-U-{�--m-- -- - ,•,-�-{ {-{ . -{illi.. -. { . ill i fl , .. BOB �'►�;� ►::,. . �III['�iii o .. �,�„�►� -• ;;{,�•,,...�.{,,,;,,,,,,,,,,;,!.,,,1,,,.,1,1,1:1,1,1, A � • r� IIIA r o • : � ! ' ���� � . • • • • • • � '"' iii al 101 EXIS11NG PCC CONCRETE II•��� i �,+,� , 11 IIII . PROPOSED - CONCRETE PROPOSED LANDSCAPE AREA PER ONSITE LANDSCAPE PLANS PROPOSED ASPHALT CONCRETE PROPOSED PCC DECORATIVE • WHEELER AVENUE 14+00 i �s C.P. N0. 13 STA. 14+16.79 STA. 12+91.76 Q WHEELER A ./LERNER LN. FD. NOTHING STREET/GRADING CONSTRUCTION NOTES: O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. O3 CONSTRUCT 6" CURB PER CITY OF FONTANA STD. DETAIL NO. 1000. �4 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006, WIDTH AS SHOWN. O5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. O CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002. O7 CONSTRUCT 5' CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403. O9 CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY AND 2.5" OF ASPHALT CONCRETE PAVEMENT OVER 1.0 OF 959 COMPACTED NATIVE SOIL. 10 CONSTRUCT CURB RAMP, CASE D. TYPE 2, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. 11 CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY AND 4" OF ASPHALT CONCRETE PAVEMENT OVER 1.0 OF 95% COMPACTED NATIVE SOIL. 14 CONSTRUCT CURB RAMP, CASE B. TYPE 1, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3 WITH RETAINING CURB AT BACK OF RAMP, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. 37 CONSTRUCT 10' CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403. @CONSTRUCT CURB RAMP, CASE D. TYPE 1, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING RETAINING CURB ON BOTH SIDES, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. HORZ: 1" = 40' VFRT• 1 " = 4' SURVEY CONTROL TABLE: C.P. No. NORTHING EASTING BEARING DISTANCE 7 3741.51 5333.39 , " 40 �Q GRAPHIC SCALE 111 20 40 :0 160 13 4033.26 5332.07 N�u�o so wLyl./ti (IN FEET) 1 INCH = 40 FEET CURVE/LINE TABLE ® DELTA/BEARING RADIUS LENGTH TANGENT 1 89'59'35" 35.00' 54.97' 35.00' 2 N00'15'35"E -- 200.33' -- 3 89'57915" 20.00' 31.40' 19.98' 4 90000'25" 35.00' 54.98' 35.00' 5 N0015935"W -- 43.11' -- 6 N00'15'35"W -- 6.97' -- 7 89059'35" 16.00' 25.13' 16.00' 8 90'00'25" 16.00' 25.13' 16.00' 9 N0001 5'35"W -- 11.23' -- 10 90015'35" 3.50' 5.51' 3.52' SURVEY CONTROL TABLE: C.P. No. NORTHING EASTING BEARING DISTANCE 7 3741.51 5333.39 , " 40 �Q GRAPHIC SCALE 111 20 40 :0 160 13 4033.26 5332.07 N�u�o so wLyl./ti (IN FEET) 1 INCH = 40 FEET Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT � r CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-500-227-2600 TWO WORKING DAYS BEFORE YOU DIG ���� M• RIMPROVEMENTCOMMENCE { Fy �, ��' y� � � '- No.69984 � � E,y,,9_�12 � �� 9� �v��f�' °F CAL TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 ERING FAx (951) 680-0490 �/1 � I � l0-Zo-le STREET PLANS WHEELER AVENUE ARROW AVENUE TO LERNER LANE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CIN ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS ow►M BY: � WHEELER AVENUE STREET IMPRO ENT PLAN/PROFILE scuF: � ggO� p�q�m ey: � pA�; OCT. zoo TERRY IERRY RENNE R.C.E. No. 69984 EXPIRES: 9-30-12 �Eq� BY: TA�i Y: � � . DAM � �' �� ow�wu�c No.: 4g51 e 8 Rev REVISION DESCRIPTION ons aNcR. an oar CITY GINEE2 R.C.E.No. 51152LENT' 01 -FY L)F FONIANA :E JOB #: 101-49 mi