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HomeMy WebLinkAbout5002-222 NIm APN 0236-052-47 12" WATER - 12" WPB. Q 1 2" WATER ! " WATER 12" WATER QI In EXISTING STREET LU 18" VCP SEWER co (Z (j) ;A5 10' GA5 N �-O Z N Z Z NJU LU m m ;A5 IJGPs 52' 40' APN 0236- 12 1-14 �I11 PAVING LEGEND AC PAVING COLD PLANE * OVERLAY REMOVAL PCC PAVING EXISTING PCC PAVING in 1Q m I� N a/- Q o N� CONSTRUCTION NOTES OI INSTALL MIN. G.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. 401 @2 COLD PLANE * OVERLAY (0. 1' MIN.) PER DETAIL, SHEET I 30 5AWCUT EXISTING PAVEMENT ® REMOVE EXISTING AC PAVEMENT @5 INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=A5 SHOWN) @ REMOVE EXISTING CURB * GUTTER (D REMOVE EXISTING PCC SIDEWALK 1 ISCALE: 1"=20' 0 20 40 GO @ INSTALL 8" CURB *- GUTTER PER CITY OF FONTANA STD. 1000 (@INSTALL 51DEWALK PER CITY OF FONTANA STD. I OOG I I REMOVE EXISTING. PCC DRIVEWAY APPROACH I© INSTALL RESIDENTIAL DRIVEWAY APPROACH PER CITY 5TD. 1002 (W=A5 SHOWN) In INSTALL 22,000 LUMEN HP5V 200 WATT #20 STREET LIGHT PER CITY OF FONTANA STD. 404 TOLL FREE `� I -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT APN 0236 -052 -OG LEGEND NOO° 14'04'W AC ASPHALT L= 18.85" BC BEGINNING OF CURVE © BCR BEGINNING OF CURB RETURN M 135L BUILDING SETBACK LINE CF CURB FACE A= 90-01-13" CG CENTER -GRADE OF PIPE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTA CSP CORRUGATED STEEL PIPE F' EC END OF CURVE WECR K= 30.00 END OF CURVE RETURN x EP EDGE OF PAVEMENT V� FF FINISH FLOOR phone 909.748.7777 0 AS BUILT / RECORD DRAWING 411211 G FL �S Y.10•t REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STA 23+05.14 - STA 28+50.00 GRADE BREAK BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �reelsufte 105, redlands, ca 92373 HDC HIGH DEFLECTION COUPLING BYS �%/ �/, ��� �s HMA HOT MIX ASPHALT INV PIPE INVERT ELEVATION 5002 4 MH MANHOLE MJ MECHANICAL JOINT PAD PAD ELEVATION PCC PORTLAND CEMENT CONCRETE o+o N PL PROPERTY LINE PP POWER POLE RIM MANHOLE RIM ELEVATION R,/W RIGHT-OF-WAY W SEP SEPARATE SD STORM DRAIN LINE 5TD STANDARD 0-4 ST IMP STREET IMPROVEMENT � TB TOP OF BERM TC TOP OF CURB Q; TF TOP OF FOOTING TR TOP OF RETAINING TW TOP OF WALL VC VERTICAL CURVE WC GATE VALVE X.XX PROPOSED ELEVATION (X.XX) EXISTING ELEVATION [X.XX] FUTURE ELEVATION _ -- O. O% ,. ,n 0.44% -+- n lal _ — IS 1 a 16 -—�--�`� i (0. 0' ° I O E LISTING FIN 5H1 D _ Qj J O O TOP F I TI N N w p m z E CIS ;ING 11 I5H D C RB @ G' T +-�,,� �= U zo w --, � O In ~ In z � TOP OF I TIN CURB F T T P F � � W O 3G' p �jj dJ Q LL - 0 CURB @ 36 RT� C R 4 RT m G'RA EB;EAf <o + I `n O. 8% — - 0. 8%a --� - LOWLINE 0.65% 11 1 1 1 K R - LU r W z N� US c _m - N Q t ;i ILI Q °Z N '' CURB' 40 RT I o m 1 aj LU Qo c~nz�l u�l- p�r I� - m n -- — -`— A91 — -�-- O. O%' O� `nOm� r`� Ow in (0 Lr) ; -t GRADEBREAK C\I6% - GRADB(Oa78°�o)= O% O� in �� --O.. �m LI0%+ if) cc `fi N ti+ _ _ O `t �� nU• Qo N0. LU H8(:Y. 0 0. _ ' 2%a 0) i�-- O. Fo ,L - i N� N`t� PROFILE NQ's Lk - HORIZ. I"= 29 -- VERT. 1"= 2' G DE G DE AK �cj, +cjU +p'U - �qc0 N1>6� zj``� ejuzJ`l X50 23+00 23+50 Q m 24+00 �c��'`r d ``_� 24+50 m 25+00 25+50 2G+00 2G+50 27+00 27+50 28+00 28+ LU NIm APN 0236-052-47 12" WATER - 12" WPB. Q 1 2" WATER ! " WATER 12" WATER QI In EXISTING STREET LU 18" VCP SEWER co (Z (j) ;A5 10' GA5 N �-O Z N Z Z NJU LU m m ;A5 IJGPs 52' 40' APN 0236- 12 1-14 �I11 PAVING LEGEND AC PAVING COLD PLANE * OVERLAY REMOVAL PCC PAVING EXISTING PCC PAVING in 1Q m I� N a/- Q o N� CONSTRUCTION NOTES OI INSTALL MIN. G.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. 401 @2 COLD PLANE * OVERLAY (0. 1' MIN.) PER DETAIL, SHEET I 30 5AWCUT EXISTING PAVEMENT ® REMOVE EXISTING AC PAVEMENT @5 INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=A5 SHOWN) @ REMOVE EXISTING CURB * GUTTER (D REMOVE EXISTING PCC SIDEWALK 1 ISCALE: 1"=20' 0 20 40 GO @ INSTALL 8" CURB *- GUTTER PER CITY OF FONTANA STD. 1000 (@INSTALL 51DEWALK PER CITY OF FONTANA STD. I OOG I I REMOVE EXISTING. PCC DRIVEWAY APPROACH I© INSTALL RESIDENTIAL DRIVEWAY APPROACH PER CITY 5TD. 1002 (W=A5 SHOWN) In INSTALL 22,000 LUMEN HP5V 200 WATT #20 STREET LIGHT PER CITY OF FONTANA STD. 404 TOLL FREE `� I -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT APN 0236 -052 -OG APN 0236-052-07 c)2 1- w u5o n� N a/ Q Q APN 0236-052-07 I LEGEND NOO° 14'04'W AC ASPHALT L= 18.85" BC BEGINNING OF CURVE © BCR BEGINNING OF CURB RETURN M 135L BUILDING SETBACK LINE CF CURB FACE A= 90-01-13" CG CENTER -GRADE OF PIPE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTA CSP CORRUGATED STEEL PIPE F' EC END OF CURVE WECR K= 30.00 END OF CURVE RETURN x EP EDGE OF PAVEMENT V� FF FINISH FLOOR phone 909.748.7777 0 AS BUILT / RECORD DRAWING 411211 G FL �S Y.10•t REV. REVISION DESCRIPTION DATE ENGR. CITY DATE APN 0236-052-07 c)2 1- w u5o n� N a/ Q Q APN 0236-052-07 I 50 M w F=i 0 00 N is /4 U [i t CURB RETURN DATA @A LEGEND NOO° 14'04'W AC ASPHALT L= 18.85" BC BEGINNING OF CURVE © BCR BEGINNING OF CURB RETURN M 135L BUILDING SETBACK LINE CF CURB FACE A= 90-01-13" CG CENTER -GRADE OF PIPE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTA CSP CORRUGATED STEEL PIPE F' EC END OF CURVE WECR K= 30.00 END OF CURVE RETURN x EP EDGE OF PAVEMENT V� FF FINISH FLOOR phone 909.748.7777 FG FINISH GRADE ASSESSORS PARCEL NUMBER 0236-1 21-1 5 01 FL FLOWLINE ELEVATION p. 12131117 FLG FLANGED DATE: F5 FINISHED SURFACE WGB STA 23+05.14 - STA 28+50.00 GRADE BREAK BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �reelsufte 105, redlands, ca 92373 HDC HIGH DEFLECTION COUPLING BYS �%/ �/, ��� �s HMA HOT MIX ASPHALT INV PIPE INVERT ELEVATION 5002 4 MH MANHOLE MJ MECHANICAL JOINT PAD PAD ELEVATION PCC PORTLAND CEMENT CONCRETE o+o N PL PROPERTY LINE PP POWER POLE RIM MANHOLE RIM ELEVATION R,/W RIGHT-OF-WAY W SEP SEPARATE SD STORM DRAIN LINE 5TD STANDARD 0-4 ST IMP STREET IMPROVEMENT � TB TOP OF BERM TC TOP OF CURB Q; TF TOP OF FOOTING TR TOP OF RETAINING TW TOP OF WALL VC VERTICAL CURVE WC GATE VALVE X.XX PROPOSED ELEVATION (X.XX) EXISTING ELEVATION [X.XX] FUTURE ELEVATION 50 M w F=i 0 00 N is /4 U [i t CURB RETURN DATA @A 0= 90.0 I ' 13" NOO° 14'04'W R= 12.00' 5.00' L= 18.85" L3 T= 12.00' © 0= 89°58'47" 1 7.07' R= 12.00' L= 18.85" T= 12.00' © A= 90-01-13" K= 30.00' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTA L= 47.13" T= 30.01 ' @D 0= 89°58'47" �o 2 IN W. �� MEWF K= 30.00 STREET IMPROVEMENT PLANS L= 47.1 1 " SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, •landscape architecture T= 29.99' LINE DATA: LI 5.00' NOO° 14'04'W L2 5.00' NOO° 14'04"W L3 7.07' 545014'04"E L4 1 7.07' 1 N440455G"E NOTE: SEE SEPARATE LINE OF SIGHT PLAN SET FOR 51GHT TRIANGLES AT PROPOSED DRIVEWAYS. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTA t5srONq! CITY OF FONTANA, CALIFORNIA .land planning COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL [� • civil engineering �o 2 IN W. �� MEWF STREET IMPROVEMENT PLANS SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, •landscape architecture THATCHER, III y w No. 39964 rn DRAWN BY: PLAN PROFILE SHEET �, phone 909.748.7777 PF ASSESSORS PARCEL NUMBER 0236-1 21-1 5 01 AS SHOWN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO fax 909.748.7776 p. 12131117 DESIGNED BY: SLOVER AVENUE DATE: thatc er engineering & associates, inc. 'vT� CIVIL PF/MWT STA 23+05.14 - STA 28+50.00 4/12/1 G BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �reelsufte 105, redlands, ca 92373 O��\ OF CA��� CHECKED BY: BYS �%/ �/, ��� �s DRAWING NO.: 2 STANDARDS IN EFFECT. Melvin W. Thatcher, 111 R.C.E. 39964 Exp. Dec 31 , 2017 MWT R.C.E. 51152 �T 5002 4 1508015Tab