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HomeMy WebLinkAbout3247-16s } I I { {_IU __ "LC? U �._ I. _s•. -- _ , _ _ o ro N m 00 _.. 0 LO I { P SOF . V�LYT C I 0 •� m i V ­_i" _�._ ....._�_ ..�.. .� .-�-• cts �-• l�I� � Z i�1�=1 73,�� @� W�' LY T I I i cl 114,56, I I E { I I�FI�NIS?4 SUR'FAC;E ML __4 03 o; f= c� I OI N i V w O ( T �C ` s i i I (+' t C� }- O F- I ; T m^ O, 2 `� u7 _ f N O I TM , , O . 00 { nQ� �I~_ Oolt�r� O iO dr + 00 + IOU W i�- % I s/I_ } + to } O 00I.- {~.-�I d- � P i f f f + i i R: } t i,5+�EAIQ I . GROUND =84�o-V' �Y1 tU _ 1 114 6 i c 1 I { I -,FIN15)H 8Uh"FA(;E I s I I I��FIRO . LY QED: T j t �__I. cq 4 I m\ ole Ill 04 if I it -k- J ___1 _ s I r_i __oO l o� _ 0- 0 00.-- -737 $,r '► _ _s ? I �� i M �._ - wl y Ey'CISI . C ROQJN D 114 6 425; 1 11 f{ (Q-F1NISI :SUR A E I I I _..L-. _.__,_1 ___0�,._ LU 0 Lla U) . m Ea.ED 0 m U51 �j u'?IN r` ``t- _ °' c� �`� co r� +�c�) z G� K)o�DO X00 ^OMc,. �J-Z�•,t 00w�� _j.. _ ._,}�..: __.. ,.�- ..__._.�_.__.._ __._.1.. ,..__ - --.... -•-•_-• I - -• � �� �,J I� Iri.._ .3.�... 4 � � ltlf],.�` �iLJIW0 C0 OC I U ROP. 'L T c� m .I ,� .� v U •�, � 'rS LO- = .71�° m "' CONSTRUCTION NOTES: 000 o �-�-. _ °D ~ - -,�--- L) Ill~ o ao N ao R _. Lai �- �' o o 4 _ ,g /° ,___ �' 0- -- O SAWCUT EXISTING PAVEMENT. v rn - f0., q N _4 7zm • � cfl44 ' d- oo .0 % m + 2 CONSTRUCT MIN. 6.5 AC PAVEMENT OVER 12 MIN. •� � •,�] y •mss- _.�. � -•� -,, + ao OF 95� COMPACTED NATIVE SUBGRADE. + a ao �_ \ �i Uc c� v a �o + �- 1 ® WILY, 11C 00I I 1001 m w' r f u 03 CONSTRUCT BUS BAY, CF=B", WITH 60' STORAGE -- - -L-lyl nf U - -- - d. w LENGTH PER CITY OF FONTANA STD. PLAN NO. 1014. o� o Ll I 8" CF? • m �► co E- U c� 04 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF _ _ R 2 Ofo , ' _ r I • U�J -mss 0,� a _ co �- , 4.9 .0 m v o Q'. 0 �? 176- �° FONTANA STD. PLAN N0. 1003. N_. _ _ _. . R- ._._•I_ V � .� � N��ncL_. �� + `V _ 00 o °�� Lw R- .5 - U m `� +` `n "� - �' 00 tet- _• 8G)�° 5 CONSTRUCT 8" PCC CURB PER CITY OF FONTANA STD. PLAN NO. 1003. C� _ ,6 2. +8.�14 0o bo .- t- W_ F�R_ m ) + a� F -o r� T _ 1. 7 '.0 T LU 00 .- c� m cti o + I y» (� - o big- _ O CONSTRUCT MEDIAN OR BAY TAPER PER APWA STD. - o ,t co 6-Oo 2.0, !° _ _, o o d -M o PLAN 140-2. SEE DETAIL 2 ON SHEET 7. I I. o o N d- tet• R'�i -R 2�. 3� ► 140. ��8 'TC R R -1. 3 V ; { M �nTwo=�' J F _ • 1 '9' _ M� + 00 - 8 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF �i 0 �. _.. ___ _ _ �!'� -..� I .g\J o r t:L lam+ t)0 .- ao w- z - a� I t FONTANA STD. PLAN N0. 1015, AND PER THE PLANS. m� /� {, �. -'. » orl y� �� ^ E)JST�� GRO JN , Iz _ { t j:-UR- N1c r CT STANDARD CURB RETURN ACCESS RAMP R P. E QED. Tc, 9 CONSTRUCT __ .._ ..� Imo._-__ _• _.�_.._.._�• _ I. O m 0i- rn ~'8" CF PER CITY OF FONTANA STD. PLAN NO. 1006. c I I cn 14 8 I- 0 �? + o U cn Q (n L; It 11 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA UI .© • s_ ao . o c� o �? % STD. DETAIL 109. f` o ao ta o 50 (x) � ml CONSTRUCT PCC MEDIAN NOSE PER DETAIL 2 ON ,Q In I 3 VS..Lo 0_ SHEET 6. ao O N 00 .9 �p -�81-Opo �° ~ 19 CONSTRUCT LOCAL DEPRESSION, CASE A. PER APWA IR�.12:' '� � � w 'o O In .° 00 � � m � 1 � O `=2. Ua; "� o�� �' d. R' ' �- ' R ;WY � a o r` 00,r-- __9 �- % O � O � STD. PLAN 313-1. SEE DETAILS 1 ON SHEETS 7 AND 8. I _ �- + = T:9 o 00 M w -2.�6� -Ft=-�- .5 �° v �; E ISrt. CARO N + t` oo _ 00 4B CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF ' - - T- E L -'�ME3. - FONTANA STD. DETAIL 102, WIDTH PER PLAN, NIH UFA ,E IS . ROIUND -. ' I-,-- --- - -NJ iq AC MODIFIED PER DETAIL 3 ON SHEET 37 IT F-_ •8W%7 V d. G; 14 8 30 ADJUST TO GRADE BY OTHERS. C w wN senp (X 34 CONSTRUCT 6" SCH. 40 PVC SLEEVING. FOR DETAILS, r` co 91 ° SEE LANDSCAPING PLANS. Z U �. t� 36 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. PLAN 300-2. - SEE DETAIL 1 ON SHEET 9. tCQ' 1 0� �__ (��_ I _ w , ,�, A _ ,9 37 NEW STREET LIGHT PER STREET LIGHT PLAN. � -Q� IFNI:H 5 UFA -- - - ---• 41 CONSTRUCT SEWER PIPE AND LATERALS PER CITY OF _ ____ i Ix -TG FONTANA SEWER IMPROVEMENT PLAN, DWG NO. 3762 l I o`r�� \� �'+ �� ``" �s '-� DATED 12/22/04, AND APPROVED ON 05/26/05. --_L._ao T �•_. _ _. Js, _L- _ R==2. 0 _ PE CWG NO. 4 -1 �' -%° PROFILE SCALE - F BY Mp DOI E AN r S .0 �, _ P ' R W(U. _ (�, �/•� • , _ HORIZONTAL 1 40 t r Elk �0 3 41 I•_ { j_�; K ` � -� ; p�,'° ®BU E�AY VERTICAL 1 = 4 S14EE`f O : I:. 2. 80+00, � 81+003 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 �{ J SEE DETAIL 3 ON SHT. 6 6 4 6 o O 1 I 36 O L=120' m L=120' 0 0 I v L0 CED OS O v 0 4 4 0 0 W=10' 0 0 w W=10' 0 w O o 0 3 w VEN E 1 0 m 19 O O O 0 0 0 o O Q N 000 Q I I OI i ao 3 ' I 00 00 0000 O o c0 W � 4 w M o� NZ o� n I �Z I I --- J_ o 00 o LO 00 o �,� 0 3 0 o n0 o LEGEND: • >> N + K) co r` O > M + + O O M a? Z C-4 ~ M 3 + W 0000 i>0 00 Ld T_ I m0 � W I O _ 1- + _� . �. _ to + Lo Z w w N M O co M N p t W 00 N M M d- • a M 000 2 ..f+ w o �'" 00 �- ao --� I t v N I APN 2.28-334-18=0000 acn `to - - r j a`Oo °° m I I ---' rl w� I M t� "� + O I Q ,,�-' ao �''r�00 c- 00 0 �" _ �t oo Q U 0° Q �x -- I ao w 00 ���"� "u;= �y C PAVEM ENT r�Ww 00 N �0w� N Q(�� .O.��. I N HO 3 N 1 N U r`� H N o0 OJ C-4 ^�' r:.•,••�.. A +, (nmM QO N (nr`Af of HWw ,O O vi d- I I � tn•d•• O I N HWw �• 00-� = 0 p. Qpa Zw II O a 'U 4 - CD -. 0 0 { U { -v CD U 0 X z _ w v � 0 s� C/) In { C) X 0 ) ULLLJ vx 3 v 0 0 E cnv � cel 0 U uo �C) o N 0 d- 00 =z w 00 cn w O ! r z cn m N` �,,.�z , + 30 I I u�i z O to m _j a z (~is w N w z W }a .,,,; �- " PCC PAVEMENT z a ,� a ROP. /W d- I �,�, i I z Y a Z ,••-� cn cn } ` ao Q a Q all �I-- Q Q • S/W Q CV • I Q I Q� a ain dm DAYLIG T LINE �� EXIS . R/W < 41 P " P• � - I . ,.II ,f/:. COLD PLANE AND OVERLAY p 1 ' I 24 S L ( O �;, - EXISTING PAVEMENT • rn W.L.O C)1% -f•` F 9'` P 7 T 'd io s I i .c % : a 1T " `• ° / t 1) REFER TO STREET LIGHT PLANS FOR 00 - '�k` --= >-- - `� �' ' - �' - - _ -= = " -' -- �_: •-� �- , w _ (/�_ PROP % V _ '• 00 STREET LIGHT STATIONING AND NOTES. 'OH Q'-` - _.� - _ _ - -n=--1�"= :�+v----=-EX Sd'3�' '' - _. ---•'b' _- -"v �^!b cs0y `AL - ' _ �,'`_ -`,ate w w _" ..... 2 FOR MEDIAN TREATMENT SEE LANDSCAPING - - ---- ._-- v y� 3 r 11 cp -34 _ _ �"' ~ )U) W AND IRRIGATION PLANS.' �/ / 85 •� cq 7 w W W f �` N00"l 5'23" V • - 85 8 NO 3" W O �� gs '� ti+nn 0 ^ W 3) FOR DRIVEWAY DETAILS, SEE SHEETS 34-37. W Z ` - - ,� - --- --- - SAWCUT + - -- - - - �----,;�-------- -- - = TO BE FIELD ALL DRIVEWAY LOCATIONS ARE Z - t - ? _ » _.. P ' = -.-_ �..._._,. _ , ©- - ar- � --LINE-_ _.-tom _ F- - 3 _ w E I T ��.�, r-.�-.� w _ _ _. • _ _ U) VERIFIED BY CITY INSPECTOR --;_ __ - zBY OTHERS "�- 1 .o _ w_. - - C� - -" .� _ _ __ �� _.. �---�fi Edi' m ----�. �P - J - _ I_ 2 - d- r` _ _ LINE -EXIST. - - R/W - - Q --- - - -_ 5 E 1_ LL,I �h --�- ---`-`-'~ --rte---- - - ' - L =- - - �TH - - - = W 4) FOR; DEMOLITION PLAN SEE SHEETS 1 TO 5 OF = W _ - - _ _ (� (n • _ y ••a^- •y.i •�, ` ••`i/� � '� �_.rmoi\ 4 +• -rte O '►T t `�• OP. SD \� r- �- r EdIIIIIIII1�' I fi ) - - - - 5) REFER TO SHEETS 35 AND 36 FOR REPLACEMENT Q 4 a'a a?- - - � . S - f.� ii - - - - - ;f I o ' I PROP. SD ,� OF RESIDENTIAL GATES/ACCESS. r R W BY lOTHERS , _.. __ , , "2 ' 0 I o 0 w w } A' co F'ROP.: /, r f_ o i` I PROP. C& DAYLIGHT T ( I o j BY OTHERS co am ;, i -_; y l ;`� oo t: �,.� BY OTHERS LINE a I I L o j OP. R/W PROP. SW -_ + ABY OTHERS FRS + ; w { , N t vi �•- Ln APN 0240 _012- 2-0000• �� ; - jj o� a ( BY OTHERS I / �-- ao `'"` '� PROP. IMPROVEMEIS + I K, U I BY OTHERS a 00 _: t s F PROP. S/)VN, + oT �; y d. a w D`�LIGHT LINE I ;o U w I w s` BY OTHERS �; 00 -+, a PER DW , . NO. 3441 Oo II I II vi c� 1 ao _ ENTS •''o w Q a U _ �_. nw� Q ''� �'-' BY MA OLE AN ASSOC. o J II II co d- APN240-012-18 000 PR P. IMPROVE f,, o a r m a w ( 3 : _.,i t F- 00 �: "� a Q w I I I I -� ao Q � PiR DWG. NO. 441 �n a w-� + %' �-m \ o r,....� tQ- ., �..:�_ y r N Q a co SHEET 2 OF (~n In , I II Ln ao OI (~n { O T__"" 1 ¢ j % MADOLE AND SOC. + a U') - O m } U }- (n >- o E- . vi - (1 22 2 1 0o + O oo a oo �? �? Ki m• m , m o o J V) 00 N o APN 0240-012-16-0000 �1 Q a, N I� S EEf 2 OF 2 00 • o + IQ- co oo + En + ao ,U 3 °- 3 ONO W o w 00 0 -' + + \ H .. (n 00 QW� OC 90'00'00" 35' 54.98' 35' OB 180'00'00" 2' 6.28' - A 2737'1 Z' 65' 22.66' 13' CURVE # DELTA RADIUS LENGTH TANGENT CURVE DATA a0Vj o� O� 000~ �m� ��Uam a Q(3Ix cn Qo-~' `r EQ -o z �nmm 3 Qw Qw Q� Qow Q0Z1 dX o Z E~nmi� 3 c~nzw STA 85+21.88 CITRUS AVENUE �� Q 13 �o o m �- z o �-- z o o w w z 0 _STA 29+49.79 LOS CEDROS AVENUE 0m (nom- (nwd- (nw��mao w -� 6 40 20 0 40 80 L-120' =STA 10+00.00 "A" STREET PROP. IMPROVEMENTS NOTE: ALL DRIVEWAY LOCATIONS AND WIDTH TO BE FIELD Dawimcm 3 A INT. PER DWG. NO. 3441 VERIFIED BY CITY INSPECTOR. W-_ 10, CITRUS AVENUE O& tV7 SCALE I N FEET Q FOR BENCHMARK AND o BASIS OF BEARINGS, DIAL TWO WORKING SEE SHEET 1 BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION 13CpVLEk9lwo CITY OF FONTANA, CALIFORNIA SHOULD ,CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �p QR NNSB/0 �• R9p i i i i ICITRUS 2 UAM EX RM COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN F �-� s�? 1131 W. 6th ST.,SUITE 350, ONTARIO, CA 91762 (909) 933-5225, (909) 933-5228 FAX DRAWN BY: ROADWAY PLAN & PROFILE SCAE: HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY " No. 30006 n Prepared Under The Supervision Of : FROM 201.46' N/0 WALNUT ST " , 1 =40 DATE: ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM Exp. 9/°30/07 * ,f DESIGNED BY: 378.12 N OS CEDROS 10/17/05 INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.. t,; -;�. h TF"OF , , _ Dated S¢ CHECKED BY: APP OVED BY: DRAWING NO.: 3247 16 SF TY ENGINE R.C.E. 51152 DATE: 37 _ 13CpVLEk9lwo CITY OF FONTANA, CALIFORNIA SHOULD ,CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �p QR NNSB/0 �• R9p i i i i ICITRUS AVENUE WIDENING IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN F �-� s�? 1131 W. 6th ST.,SUITE 350, ONTARIO, CA 91762 (909) 933-5225, (909) 933-5228 FAX DRAWN BY: ROADWAY PLAN & PROFILE SCAE: HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY " No. 30006 n Prepared Under The Supervision Of : FROM 201.46' N/0 WALNUT ST " , 1 =40 DATE: ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM Exp. 9/°30/07 * ,f DESIGNED BY: 378.12 N OS CEDROS 10/17/05 INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.. t,; -;�. h TF"OF , , _ Dated S¢ CHECKED BY: APP OVED BY: DRAWING NO.: 3247 16 SF TY ENGINE R.C.E. 51152 DATE: 37 _