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HomeMy WebLinkAbout3374-3f i ! I w C6 DZ i �I t•- 20 V i r +- c, V i . i a - - .._.._.__._.. _. _.... _ - _ _....-_._ _.._.. 1 - - ------ --- - VI -54.02- _- _ . __ _ _ � _ � - _.. - __ �,� -- - � � � �-- tom- . _ - _ _ ... do r- °' i ; PROFILE O PP P. NRT�j TO C7R UR r r I, LO I ►`. "' r c) to i + q + U tD. U N } a }' S � T f" ' XW RTf�I TR' ET _ __ ___ _ _ _ _ __. c> ' 10 _ .. ___ _ r+_ _ _ _-- - _ - - . _ SLi i._ _ _ _ _ _.. �? - - -.- _ __ . - - - - --- _... - -- ---- -_._ ..-- - --..._ _ .. - --- - - _- - -- - - - --L-10 - V) �' ___ .,,�...____ -- -- -- - - Q w � � (R� .Fi1%� � � � - _- - - - - .. __ . � � ��: 1 I ,gip• _1 . _ d R R 0.6 ..�.. R 2. �49' 7r_ w V) R-0.50 T ...` 50 11 5I 1355 w P FI Xl. T. 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R N _. - _._ _ _ ` _ _ _ _-----_.__-. _ _-. ___ _---- __-__-- ___-- ^_-- -------------- r ------------------ -- --- ��' `9 � � SEE RI HT HEREON T FOR P ©FILE F PROP ',UR13' F0XW0; TH $ AT N I3^Q 1 ;q I I - - - - --- - --- --- - ---- --.. _ ...-. _ I.,,�-L 39.27 ___.- --- ___ _ _ '... _ -_ -- -__-- - OTS SIDE . �� `3'T �1. p , ...... PR FILE F EX T. E ST T CF URB O.C. 1355 0 I 1�3 5 SEE RIGHT HEREON-/ FOR PROFI E OF I _ _____ ___-- -ST--AT-- __&T. -- . _�.___ --- ---__- _____ ___._ _ -Fns oTl+ -- - ---- - -- - - --- - -- _ ---- - _ -- -- - _- ----- - _ - - - - - - - -- -- _ d i NOR TN ;1D / _' �... /4 4 I f 4 La 4 ul +U - U•t I - - - _... - - -.... _ _.._.. _- -- _ _ - -- 'i 1) ATU r - ----- ------__- -- -____ _____ .___-- -_-- ___-- -- _ -_-- _-_-- -----. �._ __.. __.__, .__- ___-_- _�___ -__ ______ __..--- ---___ _____-- _____-_ -__-_ -__ _-___-__ ___.__-._-i____.-.._ _._..___ -___ _______. ___ __..__-. _.__-__.�--__-_- .---___-- _ _____-- __-- - --._-_ . �q p �� PR k.. OF PRO so T P- O CU PV v:. 7.22' 45.74 I { ' ! ��o + �' � � �� AT X �JRTT EET • . - . _._ _ __ . ---- .._ ._ - Q - --- --- - - - - - - Q.C. ( I R = .637 j DO A q _ IL S� 6+00 7- 00 8+00 9+00 10 -00 11+00 12+00 9+50 10+00 10+50 11+00Sc VERT: t" = 4' HEMLOCK AVENUE EXIST. CURB, GUTTER, SIDEWALK AT KNUCKLE VERT: 1' - 4' HORIZ: 1' - 40' ..,... ,,,�,. __... 'Ux ' HORiZ: 1" = 20' TO BE REMOVED -SEE STREET IMPROVEMENT � SHEET 7 - DWG. NO. 2504 r SEE LOCAL. DEPRESSION EAST. oBL. 1v' x s' RCB PER `��,� � DETAIL 'C' SHT, a 4 .� 2 c �v` SHEET 9 DRAWING NO. 3050 " CLIPTCN ST. p EXIST. 36 C.M.P., C.R. Sc CONC. HEADWALL SEE LOCAL DEPRESSION SEE SHEET 9 - DWG. 2504-•...,.,� TO BE REMOVED PER S.D. IMPT PIAN DETAIL 'C SMT. 4 4ti0 0 60.00 60.00 50.00 EX. R/W p1. I I I I I I LANDSCAPE D CAPE D I y1. E� X. SIQLWAL.K I I + F A 7 4 2 1 I I I TO CITY OF FONTANA a.7 IXIST. 17-3/8" GWBR 1Al 66 I 1 5 t8' S5 5 5 5 $ 5 `�� Q5 � 3 : k�o,� cP PROP. C�cG > Cc3cG . WATER PER TRACT NO. I 54 I 1 I �. o� . +moi I tTr 20' 20' \� 14293, DWG, N0, 2504, 140' I '- ? -s -� -+ cR > v .�1 ( oa SHEET 13 ; v A-(> �,'u �, '� v �'v _ ., I I �,`'�- 39.45' r _ I I I III 5 0 c+ ,+ r� ` °° I �a+� PROP R/W S6 3,22' 58 62' 60.00' 60. 50.00' 4... 9�E, h � fi �' ' >1 7 1 t Y 4 ®v R 1 5 I 3 I Y/ I I 4a" ERCP B ` �, ;�, 2 �o $�s s9 .� 57 °� EXIST. 8" GAS PER j 8" 1 11-1- ---- 16�-- 1 p i PROP. CRcG TRACT NO. 14293 7.06' 54.0 0 �.. --+ •--� ► 1. ,._,,, 10 711 h . :EX C DWG. NO. 2504 ' 1 . SHT. 13 CB I �- �� �. ; _ EX r `y j C ALKA kW=114 01 TV -1 I A, 111 - I I 1 I `' 10 Jc, : • .. 3 x`s` ' 3 - 60 - 52.00' (53.00') EX. R/'N I I I III ( 4.83 46. _9' 60.00' S ') (S EX. R/W I I I I L I0 I� (-� $ 4.,, NOTE: CONTR TOR SHALL PROVIDE 1 1 PROP. R/W, 1 +00.00 PLUMROSE ST. 10+43 ECR 10+43 8CR `d�, =tn+ ', F T.. •r CONTINUOUS AC ESS TO EXISTING 45 94 �v 10+43 10+43.00 ECR sr�L�+VALK ANO C -/ r " HOMEOWNER Du NC CONSTRUCTION EXIST. 17' WATER PER I 5 +� 34 l'J l'J C `O� � 8 _ &G I ` -y TRACT W. 14293. I( o N Ol 5 �p I �� 71 7 2 r I I I • : I I~W PV cn 10+64.50 FOXWORTH ST. DSHWG. � i 3 504, I .. I 10+7 FOXWORTH ST. . • r r C.B. W=21'; V=8.57' I i II I 9 10 11 12 AXIr�,�( ca: IN _r �1!� 1 ! i - �� �- �v j I ` (�� •I r� �� Q AC AVEME !"\ u J 1\1 �../ J 9 :J 13 10+78 FOXWORTH ST, BASELINE AVENUE SRESS�N DETAIL 'B° ON SHT. 4 FOXWORTH 3T. JOIN EXIST. SIDEWALK CBEG AND AC PAVEMENT S EXIST. 24' R.C.P. , PER TRACT SEE SHEET 7 - DWG. 2504 SEE LOCAL DEPRESSION SEE LOCAL DEPRESSION TRACT NO. 14�� NO. 14293, SHEET 2 DRAWING QETAIL 'D' SHT. 4 10+85 FUWORTH ST. DETAIL 'D' SHT. 4 NO. 2505 TO BE REMOVED JOIN EXIST. SIDEWALK AND C&C CONSTRUCTION NfiTEr�' AND Arc PAVEMENT 7 11 &---- CONSTRUCT 4" A.C. OVER 12" OF 95% COMPACTED NATIVE SOK 64" - CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. K 1003. CURB CURVE DATA PLUMHObE bTHELT 3 -- LAME MA. I HAM&W RAMP PER CITY OF FONTANA STD. N0. 1006. CONSTRUCT 4" THICK P.G.C. SIDEWALK PER CITY Of FONTANA STD. NO. 1015. 5f��--- -- CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CITY OF FONTANA STO. NO. 102 (W=16'),. SAWCUT & REMOVE EXISTING CONCRETE CURB, SIDEWALK AND/OR AC IMPROVEMENTS AS SHOWN. a7 --- GRM EXIST. AC (10'MIN) AND OVERLAY PAVING PER SECT! °A -A" SHT. 4. CONSTRUCT LOCAL DEPRESSION PER APWA STD. DWG. 313-1 AND MODIFIED BY DETAILS SHOWN ON SHT. 4. 9 --- AMST SEWER M.H. RW TO FINISH GRADE PER CITY OF FONTANA STD. DWG. 109. INSTALL 950{1 LUMEN (MRS.V.) ORNAMENTAL POLE STREET LIGHTS PER APPR4WD ST. LITE RAN, CURVE A RADIUS OC OC f;Ir TANGENT A Vcc>v 25' 39.27' >� B 252'57'07" 38' 167.76' 51.44' C 42'16'07" N 45.74' 23.96' D 1615'37' 15Y 42.57' 21 AS E 30'41'00" 67' 3320' 11.02' 1-1 V v ;q I I - - - - --- - --- --- - ---- --.. _ ...-. _ I.,,�-L 39.27 ___.- --- ___ _ _ '... _ -_ -- -__-- - OTS SIDE . �� `3'T �1. p , ...... PR FILE F EX T. E ST T CF URB O.C. 1355 0 I 1�3 5 SEE RIGHT HEREON-/ FOR PROFI E OF I _ _____ ___-- -ST--AT-- __&T. -- . _�.___ --- ---__- _____ ___._ _ -Fns oTl+ -- - ---- - -- - - --- - -- _ ---- - _ -- -- - _- ----- - _ - - - - - - - -- -- _ d i NOR TN ;1D / _' �... /4 4 I f 4 La 4 ul +U - U•t I - - - _... - - -.... _ _.._.. _- -- _ _ - -- 'i 1) ATU r - ----- ------__- -- -____ _____ .___-- -_-- ___-- -- _ -_-- _-_-- -----. �._ __.. __.__, .__- ___-_- _�___ -__ ______ __..--- ---___ _____-- _____-_ -__-_ -__ _-___-__ ___.__-._-i____.-.._ _._..___ -___ _______. ___ __..__-. _.__-__.�--__-_- .---___-- _ _____-- __-- - --._-_ . �q p �� PR k.. OF PRO so T P- O CU PV v:. 7.22' 45.74 I { ' ! ��o + �' � � �� AT X �JRTT EET • . - . _._ _ __ . ---- .._ ._ - Q - --- --- - - - - - - Q.C. ( I R = .637 j DO A q _ IL S� 6+00 7- 00 8+00 9+00 10 -00 11+00 12+00 9+50 10+00 10+50 11+00Sc VERT: t" = 4' HEMLOCK AVENUE EXIST. CURB, GUTTER, SIDEWALK AT KNUCKLE VERT: 1' - 4' HORIZ: 1' - 40' ..,... ,,,�,. __... 'Ux ' HORiZ: 1" = 20' TO BE REMOVED -SEE STREET IMPROVEMENT � SHEET 7 - DWG. NO. 2504 r SEE LOCAL. DEPRESSION EAST. oBL. 1v' x s' RCB PER `��,� � DETAIL 'C' SHT, a 4 .� 2 c �v` SHEET 9 DRAWING NO. 3050 " CLIPTCN ST. p EXIST. 36 C.M.P., C.R. Sc CONC. HEADWALL SEE LOCAL DEPRESSION SEE SHEET 9 - DWG. 2504-•...,.,� TO BE REMOVED PER S.D. IMPT PIAN DETAIL 'C SMT. 4 4ti0 0 60.00 60.00 50.00 EX. R/W p1. I I I I I I LANDSCAPE D CAPE D I y1. E� X. SIQLWAL.K I I + F A 7 4 2 1 I I I TO CITY OF FONTANA a.7 IXIST. 17-3/8" GWBR 1Al 66 I 1 5 t8' S5 5 5 5 $ 5 `�� Q5 � 3 : k�o,� cP PROP. C�cG > Cc3cG . WATER PER TRACT NO. I 54 I 1 I �. o� . +moi I tTr 20' 20' \� 14293, DWG, N0, 2504, 140' I '- ? -s -� -+ cR > v .�1 ( oa SHEET 13 ; v A-(> �,'u �, '� v �'v _ ., I I �,`'�- 39.45' r _ I I I III 5 0 c+ ,+ r� ` °° I �a+� PROP R/W S6 3,22' 58 62' 60.00' 60. 50.00' 4... 9�E, h � fi �' ' >1 7 1 t Y 4 ®v R 1 5 I 3 I Y/ I I 4a" ERCP B ` �, ;�, 2 �o $�s s9 .� 57 °� EXIST. 8" GAS PER j 8" 1 11-1- ---- 16�-- 1 p i PROP. CRcG TRACT NO. 14293 7.06' 54.0 0 �.. --+ •--� ► 1. ,._,,, 10 711 h . :EX C DWG. NO. 2504 ' 1 . SHT. 13 CB I �- �� �. ; _ EX r `y j C ALKA kW=114 01 TV -1 I A, 111 - I I 1 I `' 10 Jc, : • .. 3 x`s` ' 3 - 60 - 52.00' (53.00') EX. R/'N I I I III ( 4.83 46. _9' 60.00' S ') (S EX. R/W I I I I L I0 I� (-� $ 4.,, NOTE: CONTR TOR SHALL PROVIDE 1 1 PROP. R/W, 1 +00.00 PLUMROSE ST. 10+43 ECR 10+43 8CR `d�, =tn+ ', F T.. •r CONTINUOUS AC ESS TO EXISTING 45 94 �v 10+43 10+43.00 ECR sr�L�+VALK ANO C -/ r " HOMEOWNER Du NC CONSTRUCTION EXIST. 17' WATER PER I 5 +� 34 l'J l'J C `O� � 8 _ &G I ` -y TRACT W. 14293. I( o N Ol 5 �p I �� 71 7 2 r I I I • : I I~W PV cn 10+64.50 FOXWORTH ST. DSHWG. � i 3 504, I .. I 10+7 FOXWORTH ST. . • r r C.B. W=21'; V=8.57' I i II I 9 10 11 12 AXIr�,�( ca: IN _r �1!� 1 ! i - �� �- �v j I ` (�� •I r� �� Q AC AVEME !"\ u J 1\1 �../ J 9 :J 13 10+78 FOXWORTH ST, BASELINE AVENUE SRESS�N DETAIL 'B° ON SHT. 4 FOXWORTH 3T. JOIN EXIST. SIDEWALK CBEG AND AC PAVEMENT S EXIST. 24' R.C.P. , PER TRACT SEE SHEET 7 - DWG. 2504 SEE LOCAL DEPRESSION SEE LOCAL DEPRESSION TRACT NO. 14�� NO. 14293, SHEET 2 DRAWING QETAIL 'D' SHT. 4 10+85 FUWORTH ST. DETAIL 'D' SHT. 4 NO. 2505 TO BE REMOVED JOIN EXIST. SIDEWALK AND C&C CONSTRUCTION NfiTEr�' AND Arc PAVEMENT 7 11 &---- CONSTRUCT 4" A.C. OVER 12" OF 95% COMPACTED NATIVE SOK 64" - CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. K 1003. CURB CURVE DATA PLUMHObE bTHELT 3 -- LAME MA. I HAM&W RAMP PER CITY OF FONTANA STD. N0. 1006. CONSTRUCT 4" THICK P.G.C. SIDEWALK PER CITY Of FONTANA STD. NO. 1015. 5f��--- -- CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CITY OF FONTANA STO. NO. 102 (W=16'),. SAWCUT & REMOVE EXISTING CONCRETE CURB, SIDEWALK AND/OR AC IMPROVEMENTS AS SHOWN. a7 --- GRM EXIST. AC (10'MIN) AND OVERLAY PAVING PER SECT! °A -A" SHT. 4. CONSTRUCT LOCAL DEPRESSION PER APWA STD. DWG. 313-1 AND MODIFIED BY DETAILS SHOWN ON SHT. 4. 9 --- AMST SEWER M.H. RW TO FINISH GRADE PER CITY OF FONTANA STD. DWG. 109. INSTALL 950{1 LUMEN (MRS.V.) ORNAMENTAL POLE STREET LIGHTS PER APPR4WD ST. LITE RAN, CURVE A RADIUS LENGTH TANGENT A 90'00'00' 25' 39.27' 25.00' B 252'57'07" 38' 167.76' 51.44' C 42'16'07" 62' 45.74' 23.96' D 1615'37' 15Y 42.57' 21 AS E 30'41'00" 67' 3320' 11.02' FOXWORTH ST. EXISTING IMPROVEMENTS REMOVAL. PIAN SCALE: 1' = 20' 11 long 4 10 20 40 00 120 11 CONSTRUCT MlDEPTH AC. SCALE: 1"=40' PREPARED BY REV. REVISION QESCRIP110N DATE ENGR. CITY DATE . Q�OF ESS/0'V Q O SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT Prepared Under The supervision Of CITY OF FONTANA, CALIFORNIA FIRM: raab engineering, inc. ��� ���'� '�44e COMMENCE WITHIN TWO YEARS OR THE DATE OF APPROVAL y wN 57. STREET PLAN - TRACT 1623U SCALE: 1, _ ,�, ADDRESS: 310 S. MAPLE ST., STE. D c3 N0. 20616 <^ A%'" NtvvvvvvvA SHOWN HEREON AND CARRIED FOR'TM IN A DILIGENT MANNER, CORONA, CA 92880 U � TELEPHONE: ) 272 72 FAX: ( 909) 272-0166 DIAL TWO WORKING THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO DESIGNED BY: PLUM �� EET DATE: 4 Exp. 3/31/07 iA BEFORE ..,, DAYS BEFORESEPTEMt#R 17, 2003 YOU DIG YOUfl I G f=R4 3/c� G'E.IPT T. T4 6 'EE $ LY OFA CL.WTON 3T. s, �P BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : CHECKED er P OVED Br: � DRAWING N4.: 3 SIGNATURE 2RCEATE �� OF CAI-t� A PUBLICTGLLRSERVICE BY UNDERGROU DOOSER IC ALEORT STANDARDS W EFFECT. • Z X 03 3374 5 ITY ENGINEER R.C.E. 51152 ©ATE: