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HomeMy WebLinkAbout1562-3F A R W E L L Q 4t .W } K �• g �R� ° ` v� .:::� w 9 • C�',��, '� 95 910 EX. ex c- :: • �- ' 4 Wtr. Main W N _ W.V V, Dc� gy.04 F 55.05 J `} N_ . 69059,'02-6. jot •. W A l�o N O , G� _ F' ,Ah Qr• N 5 �o �xrs r. 49 VC. P 2 6 a, o '' EXIST. 6'AC. Water Main - n1 72.89' • O .. 20' 20 2' 13z, T r a •• • 93 90 SL AAVCIVARD AVE See 517 A /t/o. 2 S T R E E T See Sh t. No. 4 S lee III No. ,& 2� \ K.4I SER AVE. P.4L ME T TO AVE. W, 37 98 /O►O �• P 25' 25" 3 • 40' � �„ N. C. - - 0 �� o P �► .V v h a9 G v r L- d f ti CQrrst.--Pra osed_8" _ pp // yQj . ;� 2 Wa teC' M c?117 4117a&1-,� , �� it -32. �Aj5 87 ,f 2 3_ 0 •_, , 4 N , 2 V) N /12\- 7 a b 82.00' 7.9/' ;?°,'� ti an1 , /l /� 8 �8p, �•'°.a < A Q U - See- vet G" a FG See f'ror`r% :9'•hereon 88� -� O U s herieon ' - tt1Z ,11f°��G•P r .DE TAIL No Scale , T � ,l9 � � C � � � 0 3' �1� •� Q h �„ �„ Inst 3' -Vi r0 18 /a, W 3 W.J.Gate , j d V �G o R 5 r 2 Q 32 $ 0 /, •� m 5 m 402 ,. - C 0 F 8936 G•o o __\ �,,�c,`�' s ?o> - -- �G : "� 2�A'd 2� p KAISER AVE. 9 p w 00��� ; o See 5ht. z/Q.- 7 13 �o _p, h `� '4A VV V V k L02- A Indicates Install 5800 HP5 Street Light 24 CONSTRUCTION NOTES nET�A/T/O.63A S/I- o j 4, DETAIL 3. FC 80./ 7G /Vo Sca le k. 2" A.C. pavement over compacted Native Soil O U 90 ti 1 O T � ,l9 � � C � � � 0 3' �1� •� Q h �„ �„ Inst 3' -Vi r0 18 /a, W 3 W.J.Gate , j d V �G o R 5 r 2 Q 32 $ 0 /, •� m 5 m 402 ,. - C 0 F 8936 G•o o __\ �,,�c,`�' s ?o> - -- �G : "� 2�A'd 2� p KAISER AVE. 9 p w 00��� ; o See 5ht. z/Q.- 7 13 �o _p, h `� '4A VV V V k L02- A Indicates Install 5800 HP5 Street Light 24 CONSTRUCTION NOTES nET�A/T/O.63A S/I- o j 4, DETAIL 3. FC 80./ 7G /Vo Sca le /2 Construct driveway approach per City of Fontana Std. 102d - --L-�! 7-w /8" 6 =2" _-7`0C� 84.84 - A// cern f St/. -'04 ,bars r •• ► „ @>-Construct catch basin and gutter apron per City of Fontana "-`�� � 1� ` S�.rB` - 16 max. spat/cry __- 7�i 9'7 Std. Detail 121 (length as shown)or'C`''he-rec2n 314"Ch a/nroe &-Adjust Sewer Manhole to grade 22 Construct 3' wide Concrete"V'Ditch , 3" thick per Detail hereon v/e See Prof'i A ftereor� j � . 24 Construct 6' High Concrete Block Wall 4 ' '� ,' i 25 Const. 6' High Wrought Iron Fence w/Cone. Block (River Rock) Pilasters 26 Construct 24" R.C.P.-(See Profile :4 -hereon) EL E V SECTION PIPE HEADWflL L S No Sca le CoAlCRC- TE "V" !JI TCH /VO SC,41- 8 Exlsr. 3o'•,ec.P PW ME T TO AVE. r r r 4/0. ' ;9 r rest .t .. Li _ No. �1,6.�E;' 0r>; I-- CU,QVE DATA 4a -Construct 2" A.C. pavement over compacted Native Soil 23 Const cdunct-A n 5trucfure per C-ItY of Fontaran Std. //2. 90 Be in "V"01tc17 1 1i F11 _20.00' - 35.27' 24.28 CF (For Steet,2eirrt: Detolls See ht. No. ?) s, lot4/.82rC/8",ecf? 29 20.00' CF C 8a- Construct 8" curb w/18" utter per Cit of Fontana Std. 101 9 p Y ', 29 construct 18 R. See Profile A"•%ereon l ) �9 o o FL -82._/7 j: � e' 32 I . -- :31 28 � L °1Q_- . FG ¢ ,� 0 S�-Construct 4" thick p.c.c. sidewalk 28 Construct 30"RC.P- See Prof'Ile :4"hereon - 2.l �F�' � � 2s�.00' 1. See Det ;4" f'or_E/ev;5, t /! Construct ramped curb return per City of Fontana Std. 104-A 32 construct COr7C. Re0eW011per-• Caltrcr7-9 stc1. D89- - -957"E. N. 89'55 55.00' 55,00' 55.00' r rc� 55.00' 0 70.00• N 25 23 ; 20 20' EXIST. /O"Water Main ie C /9107'56" (see ,[�e tams her-eorr)- 60.77' I ,�t� CF H 19007'56" 2/8.00' 72.79' 310.74' - -- -- -- -- I e8"57'18" - ¢O -3/33' -16-0Z /2 Construct driveway approach per City of Fontana Std. 102d - --L-�! 7-w /8" 6 =2" _-7`0C� 84.84 - A// cern f St/. -'04 ,bars r •• ► „ @>-Construct catch basin and gutter apron per City of Fontana "-`�� � 1� ` S�.rB` - 16 max. spat/cry __- 7�i 9'7 Std. Detail 121 (length as shown)or'C`''he-rec2n 314"Ch a/nroe &-Adjust Sewer Manhole to grade 22 Construct 3' wide Concrete"V'Ditch , 3" thick per Detail hereon v/e See Prof'i A ftereor� j � . 24 Construct 6' High Concrete Block Wall 4 ' '� ,' i 25 Const. 6' High Wrought Iron Fence w/Cone. Block (River Rock) Pilasters 26 Construct 24" R.C.P.-(See Profile :4 -hereon) EL E V SECTION PIPE HEADWflL L S No Sca le CoAlCRC- TE "V" !JI TCH /VO SC,41- 8 Exlsr. 3o'•,ec.P PW ME T TO AVE. r r r 4/0. ' ;9 r rest .t .. Li _ No. �1,6.�E;' 0r>; I-- CU,QVE DATA 3lof(09.00 aro+moo. 50= 6,r & R L. T Remarks A :10e,01149-" - _20.00' - 35.27' 24.28 CF B 9o-00'00" 20.00' 31.42' 20.00' CF C /908'09" 200.00' 66.80' 33.71' .36f5T.00 /82.00'- _ 287 L °1Q_- CF /9'08'09" 2/8.04' 72.8/' 36.75' C F F /0'07"1 200.00' 66.78' 33.7/' ie C /9107'56" /82.00' 60.77' ' 30.107' CF H 19007'56" 2/8.00' 72.79' 310.74' CA - 1 e8"57'18" - --!02.00'- -3/33' -16-0Z Cr J 90000'0041 38.00' 59.109' 38.00' Cr- o hen-_ K 1-147".54'36-7 -Sbt 00 _ 14973' -00/-&7" CF 3lof(09.00 aro+moo. 50= 6,r 3.�,. .36f5T.00 23 /r -36-:iL-5Q. /7 21 _3laf_4�. L7 3r0f_4_?:50 -a&4 45.6- 7 ..- xa29 36-4-45.00 -FL-8i oma_ � 28?o vedo n l' py� O k n G m 8 I y, 201 t1 ,DE TAIL 'A No Scale CITY , OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT REVISIONS; KING CIVIL - ENGINEERING ; DRAWN BY' TRACT N019 sCAL13716 E: N0. DESCRIPTION ENG�R DATE APPROVED DATE IOI S. KRAEMER BLVD., SUITE 225 �•M PLACENTIA, CALIFORNIA 92670 DESIGN BY FARWELL STREET As shown (714) 996-7010 HECK BY'OATE: � PP o o BY: o,,TE. IMPROVEMENT PLAN A � �Q� JOB N0: APPROVED: ��y� �o�,-� DR. NO. SMT. NO. RCE: 16916 EXP. DATE 6 30!89 _ CIVIL ENGINEER_ RCE 40964 15G2 3 Of 9 �