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HomeMy WebLinkAbout4849-14C.P. NO. 1 STA. 10+00.00 TA. 22+91.91 UPLAND A SSIERRA AVE. FD. PINNAL 1 � t' CONSTRUCT 6" CURB AND GUTTER PER CIN OF FONTANA STD. PLAN NO. 1000. � � O3 CONSTRUCT 6" CURB PER CIN OF FONTANA STD. DETAIL N0. 1000. O4 CONSTRUCT SIDEWALK PER CIN OF FONTANA STD. PLAN N0. 1006, WIDTH AS SHOWN. 10 00 u LAI O5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CIN OF FONTANA STD. SM PLAN N0. 1003, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. @CONSTRUCT COMMERCIAL DRIVEWAY PER CIN OF FONTANA STD. PLAN N0. 1002. %1 rnKicToi irr a' roncc f -%" T=D oco rrry nr cnu-reu e cm of epi un An -4 CONSTRUCT CURB RAMP, CASE B. TYPE 1, PER STANDARD PLANS FOR PUBLIC CONSTRUCTION NOTES: WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3 WITH RETAINING CURB AT -GRADING 0 CONSTRUCT 8" CURB AND GUTTER PER CIN OF FONTANA STD. PLAN N0. 1000. o CONSTRUCT 6" CURB AND GUTTER PER CIN OF FONTANA STD. PLAN NO. 1000. � � O3 CONSTRUCT 6" CURB PER CIN OF FONTANA STD. DETAIL N0. 1000. O4 CONSTRUCT SIDEWALK PER CIN OF FONTANA STD. PLAN N0. 1006, WIDTH AS SHOWN. 10 00 u LAI O5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CIN OF FONTANA STD. SM PLAN N0. 1003, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. @CONSTRUCT COMMERCIAL DRIVEWAY PER CIN OF FONTANA STD. PLAN N0. 1002. %1 rnKicToi irr a' roncc f -%" T=D oco rrry nr cnu-reu e cm of epi un An -4 14 CONSTRUCT CURB RAMP, CASE B. TYPE 1, PER STANDARD PLANS FOR PUBLIC I WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3 WITH RETAINING CURB AT 8O CONSTRUCT 1.5" OF ASPHALT CONCRETE OVERLAY AND 2" OF ASPHALT CONCRETE BACK OF RAMP, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO o PAVEMENT OVER 1.09 OF 95% COMPACTED NATIVE SOIL. GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. + I d 9 O CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY AND 2.5" OF ASPHALT CONCRETE N `14 16 PAVEMENT OVER 1.0• OF 95% COMPACTED NATIVE SOIL. v 10 CONSTRUCT CURB RAMP, CASE D. TYPE 2, PER STANDARD PLANS FOR PUBLIC TSTA. 2 +45f WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE 1 +SIERRA AVE. OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING CONSTRUCT 4" SCHEDULE 40, SDR35 PVC PIPE DRAIN WITH CURB CORE AND EXISTING lip. TRUNCATED DOMES. (JOIN 12 O CONSTRUCT CURB RAMP, CASE A. TYPE 1, PER STANDARD PLANS FOR PUBLIC --I �--(TE -F 0)- BLOCK WALL DETAIL, HEREON. WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE 20 CONSTRUCT CURB RAMP, CASE C. PER STANDARD PLANS FOR PUBLIC WORKS OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE OR PRE- a TRUNCATED DOMES. FABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. , 45 13 CONSTRUCT 6" THICK PCC CONCRETE PAVEMENT OVER 1.0' OF 9590 COMPACTED CONNECT TO EXISTING 8 DISCHARGE PIPE. o 22 RELOCATE CITY OF FONTANA SEWER PAYMENT DROP BOX AND CONSTRUCT TWO NATIVE SOIL DECORATIVE BOLLARDS AS SHOWN. 14 CONSTRUCT CURB RAMP, CASE B. TYPE 1, PER STANDARD PLANS FOR PUBLIC I WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3 WITH RETAINING CURB AT BACK OF RAMP, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO o GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. + 15 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3000. N `14 16 CONSTRUCT 12" WIDE, (4" THICK) VEHICULAR ACCESS WALKWAY PER VEHICULAR v ACCESS WALKWAY DETAIL, HEREON. W 17 CONSTRUCT TREE WELL AND GRATE PER CITY OF FONTANA STD. PLAND NO. 5046. 18 O CONSTRUCT 4" SCHEDULE 40, SDR35 PVC PIPE DRAIN WITH CURB CORE AND Z lip. GRATED DRAIN INLET AND CLEANOUT AT ALL ANGLE POINTS. 19 CONSTRUCT VARIABLE HEIGHT, SPLIT FACE, 4 FLUTED, 8" BLOCK PLANTER WALL PER BLOCK WALL DETAIL, HEREON. 20 CONSTRUCT CURB RAMP, CASE C. PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE OR PRE- a FABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. 21 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3000 AND CONNECT TO EXISTING 8 DISCHARGE PIPE. 22 RELOCATE CITY OF FONTANA SEWER PAYMENT DROP BOX AND CONSTRUCT TWO 4 DECORATIVE BOLLARDS AS SHOWN. � 23 CONSTRUCT DECORATIVE ASPHALT CONCRETE PAVEMENT TO MATCH EXISTING PATTERN L AND COLOR. 27 CONSTRUCT 3' BLACK WROUGHT IRON HANDRAIL PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 606-2, TYPE C. 32 CONSTRUCT BICYCLE LOCKERS AND CONCRETE FOUNDATION AS SHOWN. 44 CONSTRUCT 4" SCHEDULE 40, SDR35 PVC PIPE DRAIN WITH CONNECTION TO DROP INLET AND EXISTING DRAIN PIPE AND CLEANOUT AT ALL ANGLE POINTS. + t N , SURVEY CONTROL TABLE: C.P. No. NORTHING EASTING BEARING DISTANCE 1. 5031.46 4910.82 S89044'21 "W 1322.18' 2 5037.48 6232.99 RAMP DETAIL: SCALE: 1' = 5' BENCH MARK N0. 119 PROPOSED �10^� PLANTER 6" I n . - . -H I 1-#5 REBAR TO( AND C O 24" O.C. HOR. \ a #5 REBAR 16" O.C. (VERT.) 2-#5 REBAR (HOR.)� 7 LOCATION: BRASS CAP NORTH END OF NORTHWEST CORNER OF SIERRA AVENUE AND ARROW BOULEVARD. ELEV. 1275.25' Underaround Service Alert SECTION 4216/4217 OF THE GOVERNMENT C= r� CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG J0B aU: 101-49 G Cl 2- 3' I• ° ;•. MIN.. 12 BLOCK WALL DETAIL SCALE: N.T.S. REV. I REVISION DESCRIPTION 4 5.5' O W :1 W21 0 1 INTITA 4:0 1:1- - • eeL■■L • • co I,;�, • •t. .. ..•• .. •• .. •• .. 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' . � Iw.. � .�,� ��� CIO m , �► ►'� I !:IA ../II I�I� - `' I� I�I I li_+:� i I\ �I��O /mil ��.•1- _ h.�l J��I�I� I I t��.©� ,�♦. - ��♦I - ---, w .� a -ea I♦1 71111J: L•/I't>AI■lal■Iw ►l1�1�•�1■I��I/.�I■It 7!iI �la>•I\Is���//IYS�/�71��Y�r Ilial■.IO=:'/:/�fi�1!�I!�'11■II■I�i■ISI■Im�.tl� •� 209W Pte'-�+1 , �� © �' ii ► • �__ saw ����. .■1�-� ..r�L1-�� �� . o.-v�•�.qm1W'::�� _ ����� �: 1� ' ♦/ 'moi 7 © • 4- . • 'or�����i►� ■�rr.�rw■� �P� I I' - ♦1 ..`����. �,�-�jJ���, �� ��: 3+�t►i+':':ir�''���r►♦ I'� �'A♦♦♦♦♦♦ I♦��I�I) •w ����a --- ai��5� Q•���a ���a� ti I , -- I� .� oil ak oil rl - - - - - • Q him •hill MA• • IVA i , , _ -♦♦♦♦ MA, fir•♦�, ♦♦`►�/©�►♦• �� �©MTN • ■■;.��^�,�.•� • • • • • SII r----- ��i�l��' • � I . LvL•1vI_1-]InM: I:IEel: 1A PROPOSED FINISHED SURFACE -6" MIN. COVER FROM FS TO TOP OF FOOTING CURB FACE E No � �j♦j♦j� � � iii--- �--�-� �- ,�. �-�? � !SRI, � •• �,. cb mmN ♦ ♦ t ! r O C>®� �atso ✓• C rwwwww■I>I ..,�...�. -- ELI .-----_--_ -- - ................... NA s' ............. .•' __ • . ♦ ♦ , t♦;.7�r■� - Q [/i■ ■w� ■� i�.:ri fidO : j • �ll�l • -� -► I © , ice`© ►�� 1. I{ a --- ��w�w■wr-�■i� I C®�1®e. .�R Q _-_ ____ © • © ___ _ - - I • . ........... I • ,♦ • I i, • l • . �� • , ,AIL , I o O ; ! ! ��� ♦ -----_-•If/ �[♦.]■.■iifl♦iiii� Ivy/�% • I , WNW PROPOSED LANDSCAPE . i � 4 � 4 ®vii '' •; . II SPARKING SPACE STRIPING VEHICULAR ACCESS WALKWAY DETAIL: DATE I ENGR. I CITY I DATE co No.69984 Exp.9-30-12 9� C/V1\- CA1.�F SCALE: 1" = 5' TERRY PROPOSED LANDSCAPE AREA PER ONSITE LANDSCAPE PLANS SHEETS 24 TO 36 0 PROPOSED ASPHALT CONCRETE EXISTING DECORATIVE ASPHALT CONCRETE PAVEMENT PROPOSED DECORA11VE ASPHALT CONCRETE PAVEMENT TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 ERING FAX (951) 680-0490 1 \',. I Io- Zo- I o . RENNER R.C.E. No. 69984 EXPIRES: 9-30-12 GRADING IMPROVEMENT PLANS CAMPUS PARKING LOT PROJECT N SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: AND CARRIED FORTH IN A DILIGENT TMR MANNER, THE CITY ENGINEER MAY DEsIGm BY: REQUIRE REVISIONS TO THE PLANS TO TMR BRING THEM INTO CONFORMANCE WITH CHEM BY: CONDITIONS AND STANDARDS IN EFFECT. TMR (IN FEET) 1 INCH = 20 FEET CITY OF FONTANA, CALIFORNIA GRADING IMPROVEMENT PLANS CAMPUS PARKING LOT IMPROVEMENTS SCME. AS ssonrr GRADING SHEET n.v. DATE: R.C.E. No. 51152 OCT. 2010 WAM N0" 14 4849 27 L d v Q lip. � a 4 � L a � a . LvL•1vI_1-]InM: I:IEel: 1A PROPOSED FINISHED SURFACE -6" MIN. COVER FROM FS TO TOP OF FOOTING CURB FACE E No � �j♦j♦j� � � iii--- �--�-� �- ,�. �-�? � !SRI, � •• �,. cb mmN ♦ ♦ t ! r O C>®� �atso ✓• C rwwwww■I>I ..,�...�. -- ELI .-----_--_ -- - ................... NA s' ............. .•' __ • . ♦ ♦ , t♦;.7�r■� - Q [/i■ ■w� ■� i�.:ri fidO : j • �ll�l • -� -► I © , ice`© ►�� 1. I{ a --- ��w�w■wr-�■i� I C®�1®e. .�R Q _-_ ____ © • © ___ _ - - I • . ........... I • ,♦ • I i, • l • . �� • , ,AIL , I o O ; ! ! ��� ♦ -----_-•If/ �[♦.]■.■iifl♦iiii� Ivy/�% • I , WNW PROPOSED LANDSCAPE . i � 4 � 4 ®vii '' •; . II SPARKING SPACE STRIPING VEHICULAR ACCESS WALKWAY DETAIL: DATE I ENGR. I CITY I DATE co No.69984 Exp.9-30-12 9� C/V1\- CA1.�F SCALE: 1" = 5' TERRY PROPOSED LANDSCAPE AREA PER ONSITE LANDSCAPE PLANS SHEETS 24 TO 36 0 PROPOSED ASPHALT CONCRETE EXISTING DECORATIVE ASPHALT CONCRETE PAVEMENT PROPOSED DECORA11VE ASPHALT CONCRETE PAVEMENT TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 ERING FAX (951) 680-0490 1 \',. I Io- Zo- I o . RENNER R.C.E. No. 69984 EXPIRES: 9-30-12 GRADING IMPROVEMENT PLANS CAMPUS PARKING LOT PROJECT N SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: AND CARRIED FORTH IN A DILIGENT TMR MANNER, THE CITY ENGINEER MAY DEsIGm BY: REQUIRE REVISIONS TO THE PLANS TO TMR BRING THEM INTO CONFORMANCE WITH CHEM BY: CONDITIONS AND STANDARDS IN EFFECT. TMR (IN FEET) 1 INCH = 20 FEET CITY OF FONTANA, CALIFORNIA GRADING IMPROVEMENT PLANS CAMPUS PARKING LOT IMPROVEMENTS SCME. AS ssonrr GRADING SHEET n.v. DATE: R.C.E. No. 51152 OCT. 2010 WAM N0" 14 4849 27