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HomeMy WebLinkAbout5511-4980 TC 9'70 CL I N �In EXIST. TOP OF CURB + o+'I N 036' NORTH o ccoo 0 00 rn 0.359 34.57' 28.85' O N DWY N O 00 Obi 00+ OD0 • 0 0 Q p O O p O p O O p OCD L0 00 '^ W oo -r o + EXIST. F.S. N rn rn rri co W o o N o� o 00 0 CENTERLINE rn o91, ' I 00 N m m m 00 rn Wco------ zW JW Ico 980 TC 9'70 CL I n M N O 0.90' ® BASE O \ O I 0.45" TOP O PLAN VIEW 0.2' HIGH N.T.S. TAPERED EDGES _,' WHERE EXPOSED SECTION A -A N.T.S. NOTES: 1. SEE CITY STD. 1003 FOR ADDITIONAL REQUIREMENTS OF DETECTABLE WARNING SURFACE W/ TRUNCATED DOMES. TRUNCATED DOME DETAIL PROFILE SCALE: N.T.S. HORIZ. - I" = 40' VERT. - I" = 4' 98+00 99+00 100+00 101+00 102+00 103+00 104+00 �u C14 20 oY b�36' OH Ocn OJ LDS H o -i +a, OJ � 20 o w 0 a +c~i> - oco ~ U��U F-� U� r- - - of GRIND 0.10' w w Uo' 0 OD ~ EXIST. -EIRE ~ " 40 F ~ c� `n cn MINIMUM z -m a--� �— a O O r'') N O + Lo J + O a Q co EXIST. AC D.D.CA <d � 0 983.00 co rn 2 11 11 Go 2 °�° No a °- O PAVEMENT 2 2 (" (n Of BW m �� v OVERLAY OD U-1 N� , z 0.10' MIN. c�j o U — — kzjlo QBW — — dCD a a, 9 EXIST. AC V) J z o L :s R 427. BW EXIST. F.S. z r w PAVEMENTLLJ W U z Lo r7 � o r �W M �`` oz N3 ONO N CN CO ------- --- — ' I rn G o ^o rn H NiN - w w o -+ u rn rn W 00 99+00 100+00 U -i N U- o 102+00 m 103+00 104+00 + PROVIDE FULL DEPTH ASPHALT SLOT cn w � 101+00 Ncj w N ~" a �; PAVING ADJACENT TO NEW CONCRETE W m W rni((A N It + U 00 00 H r) Z �cn `D'� � 6 �' cd FOLLOWING THE REMOVAL OF FORMS O CDg ^ Nm J W O� 0+� +� 10CD cof o o 0 0 �� UQ N N SLOT PAVE DETAIL N" 1 Q t BCD 13 17 3 4 SECTION N .T. S. iJ S OV R AVE TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 20 0 80 120 SCALE:1 "=40' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT G 56'35'38" 35.00' 34.57' 18.84' H 56'35'10" 35.00' 34.57' 18.84' OOFESS/oti STSe4* \ * R.C.E. NO. 56155 r, � \ tXP. 1Z-31-16 Q WARP 5' WIDE SIDEWALK TO MATCH TOP OF CURB AND G.B. LINES \ w -u- 0 ',URB N� 11 UP o' w ccnn t' U Www z� O 00M U o_ 1" CF Prepared Under The Supervision Of Thienes Engineering, Inc. CIVIL ENGINEERING • LAND SURVEYING 14349 FIRESTONE BOULEVARD LA M/RADA, CALIFORNIA 90638 PH. (714)521-4811 FAX(714)521-4173 V CF A-7 40`00' APPROACH WIDTH V) w >I 0" CF N 1 � ADA G 0" CF xx L� (o 0" CF OF TRAVEL 0 BREAK UNE N J Q 0" CF t:2 WARP 5' WIDE SIDEWALK TO MATCH TOP OF CURB AND G.B. LINES w z Lo 0 �i Lq N ori 34.57' 5. RADIUS 1 35.00' RADIUS 28.85' z 8" CF o UP U m m _4:1 V U NU U O F` F-- O I- �— Qj r7 CN Ln Lnco M + r7 + r� N + N N N r7 N r7 r7O 00 O 00 00 rna,0.109 co 000 aOor_ EXIST. TOPOF CURB �r AREA -1 cx z af 036' NORTH O N DWY N O 00 Obi 00+ OD0 • 0 0 Q p O O p O p O O p OCD L0 00 '^ W oo -r o + EXIST. F.S. N rn rn rri co W o o N o� o 00 0 CENTERLINE rn o91, ' I 00 N m m m 00 rn Wco------ zW JW Ico 980 TC 9'70 CL I n M N O 0.90' ® BASE O \ O I 0.45" TOP O PLAN VIEW 0.2' HIGH N.T.S. TAPERED EDGES _,' WHERE EXPOSED SECTION A -A N.T.S. NOTES: 1. SEE CITY STD. 1003 FOR ADDITIONAL REQUIREMENTS OF DETECTABLE WARNING SURFACE W/ TRUNCATED DOMES. TRUNCATED DOME DETAIL PROFILE SCALE: N.T.S. HORIZ. - I" = 40' VERT. - I" = 4' 98+00 99+00 100+00 101+00 102+00 103+00 104+00 �u C14 20 oY b�36' OH Ocn OJ LDS H o -i +a, OJ � 20 o w 0 a +c~i> - oco ~ U��U F-� U� r- - - of GRIND 0.10' w w Uo' 0 OD ~ EXIST. -EIRE ~ " 40 F ~ c� `n cn MINIMUM z -m a--� �— a O O r'') N O + Lo J + O a Q co EXIST. AC D.D.CA <d � 0 983.00 co rn 2 11 11 Go 2 °�° No a °- O PAVEMENT 2 2 (" (n Of BW m �� v OVERLAY OD U-1 N� , z 0.10' MIN. c�j o U — — kzjlo QBW — — dCD a a, 9 EXIST. AC V) J z o L :s R 427. BW EXIST. F.S. z r w PAVEMENTLLJ W U z Lo r7 � o r �W M �`` oz N3 ONO N CN CO ------- --- — ' I rn G o ^o rn H NiN - w w o -+ u rn rn W 00 99+00 100+00 U -i N U- o 102+00 m 103+00 104+00 + PROVIDE FULL DEPTH ASPHALT SLOT cn w � 101+00 Ncj w N ~" a �; PAVING ADJACENT TO NEW CONCRETE W m W rni((A N It + U 00 00 H r) Z �cn `D'� � 6 �' cd FOLLOWING THE REMOVAL OF FORMS O CDg ^ Nm J W O� 0+� +� 10CD cof o o 0 0 �� UQ N N SLOT PAVE DETAIL N" 1 Q t BCD 13 17 3 4 SECTION N .T. S. iJ S OV R AVE TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 20 0 80 120 SCALE:1 "=40' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT G 56'35'38" 35.00' 34.57' 18.84' H 56'35'10" 35.00' 34.57' 18.84' OOFESS/oti STSe4* \ * R.C.E. NO. 56155 r, � \ tXP. 1Z-31-16 Q WARP 5' WIDE SIDEWALK TO MATCH TOP OF CURB AND G.B. LINES \ w -u- 0 ',URB N� 11 UP o' w ccnn t' U Www z� O 00M U o_ 1" CF Prepared Under The Supervision Of Thienes Engineering, Inc. CIVIL ENGINEERING • LAND SURVEYING 14349 FIRESTONE BOULEVARD LA M/RADA, CALIFORNIA 90638 PH. (714)521-4811 FAX(714)521-4173 V CF A-7 40`00' APPROACH WIDTH V) w >I 0" CF N 1 � ADA G 0" CF xx L� (o 0" CF OF TRAVEL 0 BREAK UNE N J Q 0" CF t:2 WARP 5' WIDE SIDEWALK TO MATCH TOP OF CURB AND G.B. LINES w z Lo 0 �i Lq N ori RAW MODIFICATION: THE RADIUS OF STD. PLAN 1002 (7.50') HAS 16' BEEN INCREASED AS SHOWN TO PROVIDE FOR FOR BETTER VEHICULAR & FIRE ACCESS. R=VARIES SLOPE 1/4"IPER FT. SECTION A A: —LEVEL -LINE NOTE: 1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED AS APPROVED BY THE CITY ENGINEER. DETAIL OF PROPOSED MODIFICATIONS TO CITY OF FONTANA COMMERCIAL DRIVEWAY STD. 1002 TION NOTES: 01 SAW -CUT & REMOVE EXISTING A.C. REPLACE WITH FULL DEPTH A.C. FOLLOWING REMOVAL OF CONCRETE FORMS PER DETAIL ON SHEET 4 AND ALSO CITY STD. 401. O2 REMOVE EXISTING TREES/SHRUBS/TREES STUMPS O3 REMOVE EXISTING CURB AND GUTTER O4 REMOVE EXISTING SIDEWALK 60 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003 10 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002 (MODIFIED AS PER DETAILS ON SHEET 4). 11 INSTALL TRUNCATED DOMES PER DETAIL ON SHEET 4 AND CITY STD. 1003. 13 PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 14 PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 17 PROTECT IN PLACE EXISTING POWER POLE 20 PROPOSED NEW STREET LIGHT - SEE STREET LIGHT PLANS CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN DLT 13032 SLOVER AVENUE SCALE:SHOWN SLOVER DISTRIBUTION CENTER DESIGNED BY: FROM STA. 98+00.00 TO STA. 104+00.00 DATE: DLT CHECKED BY: APPROVE BY: DRAWING NO.:4 MR CITY ENGINEER 1 R.C.E. 510152 8 3l '/G 5511 5 0 h N w i 5. RADIUS 1 35.00' RADIUS z 8" CF o UP m w � C)�� t=\ SAWCUT U QOf Q_OwlLINE A m N CD Of aOor_ 43 REMOVE ANY EXISTING CURB/GUTTER AND SIDEWALK WITHIN THIS AREA cx z af O U RAW MODIFICATION: THE RADIUS OF STD. PLAN 1002 (7.50') HAS 16' BEEN INCREASED AS SHOWN TO PROVIDE FOR FOR BETTER VEHICULAR & FIRE ACCESS. R=VARIES SLOPE 1/4"IPER FT. SECTION A A: —LEVEL -LINE NOTE: 1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED AS APPROVED BY THE CITY ENGINEER. DETAIL OF PROPOSED MODIFICATIONS TO CITY OF FONTANA COMMERCIAL DRIVEWAY STD. 1002 TION NOTES: 01 SAW -CUT & REMOVE EXISTING A.C. REPLACE WITH FULL DEPTH A.C. FOLLOWING REMOVAL OF CONCRETE FORMS PER DETAIL ON SHEET 4 AND ALSO CITY STD. 401. O2 REMOVE EXISTING TREES/SHRUBS/TREES STUMPS O3 REMOVE EXISTING CURB AND GUTTER O4 REMOVE EXISTING SIDEWALK 60 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003 10 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002 (MODIFIED AS PER DETAILS ON SHEET 4). 11 INSTALL TRUNCATED DOMES PER DETAIL ON SHEET 4 AND CITY STD. 1003. 13 PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 14 PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 17 PROTECT IN PLACE EXISTING POWER POLE 20 PROPOSED NEW STREET LIGHT - SEE STREET LIGHT PLANS CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN DLT 13032 SLOVER AVENUE SCALE:SHOWN SLOVER DISTRIBUTION CENTER DESIGNED BY: FROM STA. 98+00.00 TO STA. 104+00.00 DATE: DLT CHECKED BY: APPROVE BY: DRAWING NO.:4 MR CITY ENGINEER 1 R.C.E. 510152 8 3l '/G 5511 5 0 h N w i