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HomeMy WebLinkAbout5405-38' LEFT 1400 C/L 1400 E'LY CURB 1400 I APN: 0243-221-19-1 M.B.150 24-25 1 EXISTING FINISH SURFACE @ 8' WEST + CNO 00 + C> LO ^ o ^ C> Cd� oC6 12g49L1 N 7 CD ,^ ^ + o01 Nr + Q L` o � �� U O PO H + ? o 0 + p w O -.4-^ EXISTING FS w Wc' @ C/L 000, o o PROPOSED FS T �2�0= r N @ C/L LLJ w -(/) a Z o� (Nwcn^o J LLI J N6 p � 00 tip =:) Q ^ U (n J m INi ^ LJ� CD CC) O O M M �M 1420 �C) m N� �� 00 +O + O ov O.* +O N� 11 /o + F_ CD (0_401 L=55.05' A/4 A,/4 A/4 A/4 -(/) c o� (Nwcn^o O ,n c N6 p � 00 tip CD O O o Cj CD CD C5 U (n 0 OF- + CD CC) C> � + � 00 �M 1420 �C) m N� �� pw +O + O o O+� O.* +O N� Coll 10+00 a o z 0 Li_ LL. ,l o C) r u U Li w O C) tz PROP. TRAFFIC SIGNAL PER SEPARATE PLANS ICE)) WAN 60' APN: 0243-231-C8 T073 M.B.178/99-1 qO I 10+00 0Wo-k`a �1 14-Nx R X X X> I r•9 BASE LINE ROAD SEE SHEET 2 i EXISTING FS @ C/L PROPOSED FS ou- @CLui EXISTING GRADE @ EXIST. R W. f�2 ISTING 8" C&G o CD 20' EAST �) O i 0 CD O �2 w c� a -(/) C� o� (Nwcn^o O ,n � o � N6 p � 00 tip CD O O o Cj CD CD C5 o (n 0 0 + O C> � + U' 1420 D UO JM 120jl°1 pw LCjL �tODn +O N� m /o g ml�i uj Qui 00 Im d0O +� +0 w rn 3 D Co � C14 rC- ��2.ao% U o + � + � oo itto XISTING GRADE r- + @ EXIST. R W. <o"t EXISTING 8" C&G ~ +� -,It @ 20' EAST m o - O U U w m a- C'DU M 3 U o U Oq CO U r%) Q � o O + O + O Opi^ O L0 > CV M� F- O-0Hm4m N ± d N e U^ CD N± r - � w� C)2.2`l.'Io X w p o cri + Z O oo� 0 J U i cpo o U 0 N � % ao H + u) U LZ1`4) '_ m L) m 0 Nw LLI — X 0) UwLriCp tf) F- z 0 -- NO + 1410.98 FL) 11+00 12+00 13+00 i EXISTING FS @ C/L PROPOSED FS ou- @CLui EXISTING GRADE @ EXIST. R W. f�2 ISTING 8" C&G o CD 20' EAST �) O i 0 CD O �2 w c� a o^ (Nwcn^o O ,n � o � N6 p � 00 tip CD O O o Cj CD CD C5 8'�LE FT 2.220 C> � + U' 1420 EXISTING FINISH SURFACE JM 120jl°1 m @ 8' WEST �tODn m U g W U uj Oco + �2 30%% - w i EXISTING FS @ C/L PROPOSED FS ou- @CLui EXISTING GRADE @ EXIST. R W. f�2 ISTING 8" C&G o CD 20' EAST �) O i 0 CD O �2 2.22`4 w c� a ZU-N I N (Nwcn^o � o � N6 p � 00 tip CD O O o c+o d � 6 :' 2.220 2.22`4 � M 00 PROFILE SCALE: HORIZ. - I" = 40' VERT. - I" = 4' 14+00 15+00 16+00 EXISTING FS @ C/L O 0 O ____-C/L 1420 EXISTING 8" C&G @ 20' EAST O O p� O ' L CURB 1420 17+00 O A --BEARING RADIUS TANGENT LENGHT 0 A=90'06'37" R=35.00' T=35.07' L=55.05' (D A=35'4500" R=32.00' T=10.32' L=19.97' gZ I A=35'46'30 R=32.00' T=10.33' L=19.98' o 26 0 N (n C) 26 J A=50'57'56" R=32.00' T=15.25' L=28.46' W Noa 20 19 o J M� APN: 0240-241-10Wo 20 K �5T47'16" R=25.00' T=13.80' L=25.21' 19 am°vo ��o � of w� w moa �o o � cD L " , 00 N� mu U 3 �� 7 W of uj� J Qmd m �, 0 7 O� O A=14'2018 R=400.00 T=50.31 =100.10 (' C' CD M o' z o = Qo a w w N o �' v~i �- o' 0 00 �' C) 'n = coca M X14'20'18" =400.00' T=50.31' =100.10' + rn z �r; CIV) 3 3 0o w z J `� _ A=14'2018 =380.00 T=47.80' =95.10' o + 00 a O F- ,ric o o z o z z M a r o z ,� Ld S2 az C1 APN: 0240-241-10 0 +N + 3 w +X N� oQu�i Q cD =jz z J o m N rn zI N o ��, Q � �� GNU 0 A--14'20'18" _ w �_ ` N w +" "' CO Z + `�~ APN: 0240-241-38 P a 0c X CN J ,.� + cV ZN Z Z i= �' F= O Q FUTURE o_ -- w rn w N a+ a �- N wN w w O "' �`' ``' w� X14'20'18" =432.00' T=54.34 =108.11 ~ R W v aoU wM~M~ Xwwmawww w zr- to x Q Q� dzrn 'I AVE NE RO - N / owfJ N o N o 01, �; N o N oQ o w �„ �," 3 w NO' 15' 40.90"W Fa- o w w o �' ;o Q A=14'20'18" =368.00' T=46.29' =92.09' N U J F- L� o co'o UU� U- rn U w 1 Q 3 `n 00 17 cn w a; v~i� 00 �' x ��X�� + Np _ �� _ _ LAURE_L AV UE __ O U �.v 9 17+00 18+00 L 0 I 10 2 J 10 2 K z H 10 �. . - - - - 31 21 7 z b N b 340.824 EXISTING `� �/ 13 c' ca cv 13 z W N � F o Mme v U `- 13 �c�oi(n _ � N Cn\F- ' w O �m�lNi W w O rn d Z �m^U�m •U EXISTIN p _ vi c� Li w� 3 N U cn � o o w Q � C _ CD r-- c� `n w J oz� cD = / SIG 9 13 0' �m �o a;� - m ow+ :z - N ow - 9 �o �o �o� Q �w / 8 o .-w�w� � �z 9 z o �� N EX. C&G o o d W a w N ov z APN: 0240-241-53 8 LANDSCAPE o z o� o � m + o N SETBACK LINE Z C PARCEL A CE T. OF COM. No. 150 w N.A.P. 8 m W 23 9/17/2004 INST. 2004-0680215 0 20 40 80 120 N W PROP. j AHN: 0240-241-b2 R/W 9 OWNER: CARLOS RODRIGUEZ ADDRESS: BASE LINE AVENUE SCALE:1"=40' 01 MwdQr�grro�wd �Qr�nu6c� G°QD@rr� Call: TOLL FREE 1-800 227-2600 MARK REVISIONS TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: AC DRAWN BY: AC CHECKED BY: HA APPR. I DA' CONSTRUCTION NOTES 0SAWCUT EXISTING PAVEMENT. 2 REMOVE EXISTING ASPHALT PAVEMENT. 3 REMOVE EXISTING POWER POLE AND EXISTING ABOVE GROUND UTILITIES AND OVERHEAD UTILITY LINES TO BE UNDERGROUND BY OTHERS. 4O REMOVE EXISTING SIGN. D5 ADJUST TO GRADE OR REMOVE AND RELOCATE EXISTING PULL BOX. OREMOVE EXISTING DRIVEWAY. QREMOVE EXISTING STREET LIGHT. OREMOVE EXISTING TELEPHONE POLE AND EXISTING ABOVE GROUND UTILITIES AND OVERHEAD UTILITY LINES TO BE UNDERGROUND BY OTHERS. 0 PROTECT IN PLACE. *(9CONSTRUCT 5" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE OVER 24" COMPACTED SUB -GRADE AT 95% COMPACTION TI = 10). THE PAVEMENT SECTION SHALL BE DESIGNED BY GEOTECHNICAL ENGINEER USING "R" VALUES FROM THE PROJECT SITE AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 11 CONSTRUCT 8" CURB & GUTTER PER CITY OF RIALTO DSTD. NO. SC -200. QCONSTRUCT 6" MEDIAN CURB PER CITY OF RIALTO STD. NO. SC -202 TYPE 1. QCONSTRUCT 6' SIDEWALK PER CITY OF RIALTO STD. NO. SC -208, 4OCONSTRUCT CURB RAMP PER SPPWC STD PLAN 111-4 CASE -A TYPE1. O5 CONSTRUCT PARKWAY DRAIN PER SPPWC STANDARD DRAWING 151-2 INLET TYPE 2. QCONSTRUCT CONCRETE MAINTENANCE WALK ADJACENT TO MEDIAN CURB, 4" THICK 18" WIDE. SAWCUT, GRIND 0.10' MIN. AND 0.10'MIN OVERLAY PER DETAIL ON SHEET 1. Q8 ADJUST SEWER MANHOLE TO GRADE. OPER LIGHT TO BE INSTALLED AND SUPPLIED BY SCE PER STREET LIGHT PLAN PPD NO. 2398. ©0 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER SPPWC 110-3 TYPE C. SEE PLANS FOR WIDTH, SEE MODIFIED DETAIL ON SHEET 2. 21 ADJUST TO GRADE EXISTING ELECTRICAL MANHOLE. QREMOVE AND REPLACE PORTION OF EXISTING CURB AT 2 CURVE RADIUS. QPROTECT IN PLACE EXISTING CURB AND GUTTER. ORECONSTRUCT EXISTING CROSS GUTTER PER CITY OF 24 RIALTO STANDARD DRAWING NO SC -216. OCONSTRUCT 8" CURB PER CITY OF RIALTO STANDARD 25 DRAWING NO SC -202. 26 REMOVE EXISTING CURB AND GUTTER. OINSTALL 6" DIA. DUCTILE IRON PIPE PER CITY OF RIALTO STD. SS -206 28 TRENCH BACKFILL PER CITY OF RIALTO STD. SC -231, 29 CONSTRUCT SEWER LATERAL CONNECTION PER CITY OF RIALTO STD. SS -209-0. �k TO BE VERIFIED PER SOIL REPORT THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CITY OF FONTANA DWG. NO. 5405 SEAL -DESIGN ENGINEER PRE ED qNDER THE 5UPERVJSION OF: CIVIL ENGINEERS CITY OF RIALTO QROFEss/pNq -//� Q Thieves Engineering, Inc. ��0 K I q l Fti H IDOOK I. AGHAIAN, WC"3293, EXP. 03/31/2018 DATE CIVIL ENGINEER/NG -LAND SURVEYING RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: L07 14349 FIRESTONE BOULEVARD STREET IMPROVEMENT PLAN 9zr"11 LA MI)DA,CALIFORNIA 906J8 Q PH.(54F(714)54LAUREL AVENUE * R.C.E. N0. 43293 * CARLETON W. LOCKWOOD, JR, RCE 45935 DATE STA 10+00.00 TO STA 16+40.72 1 P Exp. 3-31-18 BENCH MARK: CITY OF RIALTO BENCHMARK "061-88" ELEVATION = 1466.765' (NAVD '29) 9� C' V `� � APPROVED BY: CAL -TRANS BENCHMARK "19-C-88" F O DESCRIPTION: FOUND CAL -TRANS BRASS DISC SET IN TOP OF CURB 0 END NORTHWEST RETURN 32 FT. FOR: SHAW PROPERTIES DEVELOPMENT do CONST. OF C A��F NORTH OF CENTERLINE CASMALIA STREET 67 FT. WEST OF CENTERLINE AYALA AVE. 1300 BRISTOL STREET, SUITE 290 NEWPORT BEACH, CAA 9 922660 PPD No. 2398 ROBERT G. EISENBEISZ PUBLIC WORKS DIRECTOR CITY ENGINEER RCE 54931 DATE PHONE: 949 640-4800 FAX: 949 759-5619 OF 0 SHEETS PLAN No. Last Update:6/13/16 0:\3200-3299\3299\3299b\STREET\3299b—ST03.dwg C.7 U U' JM m �tODn m U II W U uj w rn 3 00 r7 O^ mC^J U o + � + � Ln itto r- + � M 00 PROFILE SCALE: HORIZ. - I" = 40' VERT. - I" = 4' 14+00 15+00 16+00 EXISTING FS @ C/L O 0 O ____-C/L 1420 EXISTING 8" C&G @ 20' EAST O O p� O ' L CURB 1420 17+00 O A --BEARING RADIUS TANGENT LENGHT 0 A=90'06'37" R=35.00' T=35.07' L=55.05' (D A=35'4500" R=32.00' T=10.32' L=19.97' gZ I A=35'46'30 R=32.00' T=10.33' L=19.98' o 26 0 N (n C) 26 J A=50'57'56" R=32.00' T=15.25' L=28.46' W Noa 20 19 o J M� APN: 0240-241-10Wo 20 K �5T47'16" R=25.00' T=13.80' L=25.21' 19 am°vo ��o � of w� w moa �o o � cD L " , 00 N� mu U 3 �� 7 W of uj� J Qmd m �, 0 7 O� O A=14'2018 R=400.00 T=50.31 =100.10 (' C' CD M o' z o = Qo a w w N o �' v~i �- o' 0 00 �' C) 'n = coca M X14'20'18" =400.00' T=50.31' =100.10' + rn z �r; CIV) 3 3 0o w z J `� _ A=14'2018 =380.00 T=47.80' =95.10' o + 00 a O F- ,ric o o z o z z M a r o z ,� Ld S2 az C1 APN: 0240-241-10 0 +N + 3 w +X N� oQu�i Q cD =jz z J o m N rn zI N o ��, Q � �� GNU 0 A--14'20'18" _ w �_ ` N w +" "' CO Z + `�~ APN: 0240-241-38 P a 0c X CN J ,.� + cV ZN Z Z i= �' F= O Q FUTURE o_ -- w rn w N a+ a �- N wN w w O "' �`' ``' w� X14'20'18" =432.00' T=54.34 =108.11 ~ R W v aoU wM~M~ Xwwmawww w zr- to x Q Q� dzrn 'I AVE NE RO - N / owfJ N o N o 01, �; N o N oQ o w �„ �," 3 w NO' 15' 40.90"W Fa- o w w o �' ;o Q A=14'20'18" =368.00' T=46.29' =92.09' N U J F- L� o co'o UU� U- rn U w 1 Q 3 `n 00 17 cn w a; v~i� 00 �' x ��X�� + Np _ �� _ _ LAURE_L AV UE __ O U �.v 9 17+00 18+00 L 0 I 10 2 J 10 2 K z H 10 �. . - - - - 31 21 7 z b N b 340.824 EXISTING `� �/ 13 c' ca cv 13 z W N � F o Mme v U `- 13 �c�oi(n _ � N Cn\F- ' w O �m�lNi W w O rn d Z �m^U�m •U EXISTIN p _ vi c� Li w� 3 N U cn � o o w Q � C _ CD r-- c� `n w J oz� cD = / SIG 9 13 0' �m �o a;� - m ow+ :z - N ow - 9 �o �o �o� Q �w / 8 o .-w�w� � �z 9 z o �� N EX. C&G o o d W a w N ov z APN: 0240-241-53 8 LANDSCAPE o z o� o � m + o N SETBACK LINE Z C PARCEL A CE T. OF COM. No. 150 w N.A.P. 8 m W 23 9/17/2004 INST. 2004-0680215 0 20 40 80 120 N W PROP. j AHN: 0240-241-b2 R/W 9 OWNER: CARLOS RODRIGUEZ ADDRESS: BASE LINE AVENUE SCALE:1"=40' 01 MwdQr�grro�wd �Qr�nu6c� G°QD@rr� Call: TOLL FREE 1-800 227-2600 MARK REVISIONS TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: AC DRAWN BY: AC CHECKED BY: HA APPR. I DA' CONSTRUCTION NOTES 0SAWCUT EXISTING PAVEMENT. 2 REMOVE EXISTING ASPHALT PAVEMENT. 3 REMOVE EXISTING POWER POLE AND EXISTING ABOVE GROUND UTILITIES AND OVERHEAD UTILITY LINES TO BE UNDERGROUND BY OTHERS. 4O REMOVE EXISTING SIGN. D5 ADJUST TO GRADE OR REMOVE AND RELOCATE EXISTING PULL BOX. OREMOVE EXISTING DRIVEWAY. QREMOVE EXISTING STREET LIGHT. OREMOVE EXISTING TELEPHONE POLE AND EXISTING ABOVE GROUND UTILITIES AND OVERHEAD UTILITY LINES TO BE UNDERGROUND BY OTHERS. 0 PROTECT IN PLACE. *(9CONSTRUCT 5" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE OVER 24" COMPACTED SUB -GRADE AT 95% COMPACTION TI = 10). THE PAVEMENT SECTION SHALL BE DESIGNED BY GEOTECHNICAL ENGINEER USING "R" VALUES FROM THE PROJECT SITE AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 11 CONSTRUCT 8" CURB & GUTTER PER CITY OF RIALTO DSTD. NO. SC -200. QCONSTRUCT 6" MEDIAN CURB PER CITY OF RIALTO STD. NO. SC -202 TYPE 1. QCONSTRUCT 6' SIDEWALK PER CITY OF RIALTO STD. NO. SC -208, 4OCONSTRUCT CURB RAMP PER SPPWC STD PLAN 111-4 CASE -A TYPE1. O5 CONSTRUCT PARKWAY DRAIN PER SPPWC STANDARD DRAWING 151-2 INLET TYPE 2. QCONSTRUCT CONCRETE MAINTENANCE WALK ADJACENT TO MEDIAN CURB, 4" THICK 18" WIDE. SAWCUT, GRIND 0.10' MIN. AND 0.10'MIN OVERLAY PER DETAIL ON SHEET 1. Q8 ADJUST SEWER MANHOLE TO GRADE. OPER LIGHT TO BE INSTALLED AND SUPPLIED BY SCE PER STREET LIGHT PLAN PPD NO. 2398. ©0 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER SPPWC 110-3 TYPE C. SEE PLANS FOR WIDTH, SEE MODIFIED DETAIL ON SHEET 2. 21 ADJUST TO GRADE EXISTING ELECTRICAL MANHOLE. QREMOVE AND REPLACE PORTION OF EXISTING CURB AT 2 CURVE RADIUS. QPROTECT IN PLACE EXISTING CURB AND GUTTER. ORECONSTRUCT EXISTING CROSS GUTTER PER CITY OF 24 RIALTO STANDARD DRAWING NO SC -216. OCONSTRUCT 8" CURB PER CITY OF RIALTO STANDARD 25 DRAWING NO SC -202. 26 REMOVE EXISTING CURB AND GUTTER. OINSTALL 6" DIA. DUCTILE IRON PIPE PER CITY OF RIALTO STD. SS -206 28 TRENCH BACKFILL PER CITY OF RIALTO STD. SC -231, 29 CONSTRUCT SEWER LATERAL CONNECTION PER CITY OF RIALTO STD. SS -209-0. �k TO BE VERIFIED PER SOIL REPORT THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CITY OF FONTANA DWG. NO. 5405 SEAL -DESIGN ENGINEER PRE ED qNDER THE 5UPERVJSION OF: CIVIL ENGINEERS CITY OF RIALTO QROFEss/pNq -//� Q Thieves Engineering, Inc. ��0 K I q l Fti H IDOOK I. AGHAIAN, WC"3293, EXP. 03/31/2018 DATE CIVIL ENGINEER/NG -LAND SURVEYING RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: L07 14349 FIRESTONE BOULEVARD STREET IMPROVEMENT PLAN 9zr"11 LA MI)DA,CALIFORNIA 906J8 Q PH.(54F(714)54LAUREL AVENUE * R.C.E. N0. 43293 * CARLETON W. LOCKWOOD, JR, RCE 45935 DATE STA 10+00.00 TO STA 16+40.72 1 P Exp. 3-31-18 BENCH MARK: CITY OF RIALTO BENCHMARK "061-88" ELEVATION = 1466.765' (NAVD '29) 9� C' V `� � APPROVED BY: CAL -TRANS BENCHMARK "19-C-88" F O DESCRIPTION: FOUND CAL -TRANS BRASS DISC SET IN TOP OF CURB 0 END NORTHWEST RETURN 32 FT. FOR: SHAW PROPERTIES DEVELOPMENT do CONST. OF C A��F NORTH OF CENTERLINE CASMALIA STREET 67 FT. WEST OF CENTERLINE AYALA AVE. 1300 BRISTOL STREET, SUITE 290 NEWPORT BEACH, CAA 9 922660 PPD No. 2398 ROBERT G. EISENBEISZ PUBLIC WORKS DIRECTOR CITY ENGINEER RCE 54931 DATE PHONE: 949 640-4800 FAX: 949 759-5619 OF 0 SHEETS PLAN No. Last Update:6/13/16 0:\3200-3299\3299\3299b\STREET\3299b—ST03.dwg