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Home My WebLink About3247-35v v W 3 L0 s En Li I uj 0 0 I U T v 3 0 O a) V) c v CL 0 U O O d - O CD U- d m Lo O O N O O Z L LJ Q 9 LOS CEDROS AVENUE 11 1_20111�5_Wld�,15 7-0 go�e7 z3 /v G/Tf' /A/spZ:c'i D iz ,!� ONSTR tJL' 7-/ D N 0223-333-07 ( 6770 CITRUS) . Norz*# erdA) 2WA Ci 701e 7 RZFZ v C. tea- 7 ,ESC /S 7- 1A) Z C`. _ OR :tel' D 1// J6 .1:90/2 I-91<2.f� /�3L O C/� G�qZZ- /S 0223--333-06 0228-•333-05 0228-333-04 ( 6760 CITRUS) (6752 CITRUS) (6742 CITRUS) 1 DRIVEWAY DETAIL STA 86+61.00 TO STA 90+00.00 PROFILE SCALE HORIZONTAL i = 20 0223-•333-01 1 0228-333-12 12 1 0228-333-11 1 0228-333-10 1 0223333--•09 ( 671 4 CITRUS) 1 (6704 CITRUS) 1 (6694 CITRUS) 1 ( 6633 CITRUS) 1 (66 80 CITRUS) P1: CC DWY JOIN EXIST. ,�'` 1 2 1 JOIN EXIST. JOIN EXIST. 1 I�, AC AT SAWCUT,. F PCC AT SAWCU AC AT I JOIN EXIST. s LINE 1 �; ,�.� EXIST. 1 �� PC� ,�1T R/W EXIST. DIRT DWY LINE SAWCUT 1 �.. 1483.9E 15 L OO LINE 1478.6±, R/W 14 0.1± AC DWY ' ,1 81.5E GRADE TO FS s I: FS •..,� .. t �t JOIN -f- 1478.5± , I ,�, F (1481.2±) , O = FS {^ 1479.7± 28 . , I � FS 1 1482.6 . ' 1 ' FS h3 39 N o�T2 ANY iRR16z47-loN sYsT� � 4r�.�cTCd 0223-333-03 ( 6732 CITRUS) CITRUS AVENUE 0228-333-•02 ( 672.4 CITRUS) 1 0223--•333-03 1 0223--323-07 1 0228-323-06 1 ( 6670 CITRUS) 1 ( 6662 CITRUS) 1 (6652 CITRUS) 4 XI T. JOIN EXIST. PCC i ,� 85.0± x 1 . JOIN EXIST. PCC I C DWY AT SAWCUT LINE 1 _ I AT SAWC LINE 2 1485.1± 1486.5± � 1487.8±EXIS1 FS _Q9 FS cr1 I �� 1 PCCTDWY �� JOIN EXIST. PCC �' 1487.50 28 AT SAWCUT LINE 28 FS 1484.3± 1486.1± FS FS EXIST. PCC DWY EXIST. 1 - 8 I i N 39 N 26 I cay ri CONSTRUCTION NOTES: NOTE: MASONRY BLOCK WALL WITH WROUGHT IRON FENCE TO BE CONSTRUCTED BY CONTRACTOR BEHIND PROPOSED RIGHT OF WAY LINE OF ONLY THOSE PROPERTIES CONTAINING A RESIDENCE-Yc"ALL OTHER PROPERTIES SHALL HAVE EXISTING FENCE (OR EQUAL) RELOCATED BEHIND PROPOSED RIGHT OF WAY. X4.5 •)D 7_,6 J DA) O1 SAWCUT EXISTING PAVEMENT. NOTE: OS CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF SEE SHEETS 16 & 17 FOR STREET FONTANA STD. PLAN NO. 10159 AND PER THE PLANS. 15 CONSTRUCT MIN. 4.5" AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. SEE DEMOLITION PLANS FOR REMOVAL 26 CONSTRUCT SPLIT -FACE' MASONRY BLOCK WALL WITH WROUGHT IRON FENCE PER DETAIL .1 ON SHEET 37, ANGELUS BLOCK OR EQUAL CONTRACTOR SHALL INSTALL PER MANUFACTURER'S SEE SHEET 37 FOR TYPICAL DRIVEWAY SPECIFICATIONS. SUBMIT COLOR SAMPLE TO THE CITY OF FONTANA I FOR APPROVAL PRIOR TO ANY INSTALLATION OR CONSTRUCTION CONSTRUCTION GRADES. 27 RELOCATED EXISTING MAILBOX BY CONTRACTOR. 28 CONSTRUCT MIN. 4.5' PCC OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. + 8 INSTALL NEW WROUGHT IRON SLIDING GATE AND O 1 04, WIDE PEDESTRIAN SWING GATE PER MANUFACTURER'S 0) LL3-FT SPECIFICATIONS. CONTRACTOR SHALL SUBMIT DRAWING FOR Q w APPROVAL REFER TO TYP. DETAIL 2 ON SHEET 37 AS REFERENCE. W 9 INSTALL NEW WROUGHT IRON SLIDING GATE PER I(1arprZ MANUFACTURERS SPECIFICATIONS. CONTRACTOR SHALL Lu 0 SUBMIT DRAWING FOR APPROVAL REFER TO TYP. DETAIL 2 ON Z _! SHEET 37 AS REFERENCE. - w J m NOTE: MASONRY BLOCK WALL WITH WROUGHT IRON FENCE TO BE CONSTRUCTED BY CONTRACTOR BEHIND PROPOSED RIGHT OF WAY LINE OF ONLY THOSE PROPERTIES CONTAINING A RESIDENCE-Yc"ALL OTHER PROPERTIES SHALL HAVE EXISTING FENCE (OR EQUAL) RELOCATED BEHIND PROPOSED RIGHT OF WAY. X4.5 •)D 7_,6 J DA) w _ Lu TA17-,- 44- T. q t H I x R/ w lt�- ;-kl I -�, t -I - . - r (2 UJI I- W EXI �) 1 S '� '�,� -- = ~ i { w l .O.6�C_ S ' , S ` 4 - 88. ' S Cn _ T 1 fi ,_r-! ,42 -TC ti .. - v �. , , 8 _ ' �., r -�1, 7. FL 1488.0 T �-- R/ _ 1478.75 'FL N �`� 1480.6 FL 8� 14r 1 FL p 1482.39 FL �- . 14 6.25 FL ^I TZ-�.___ _.. _ . _. _� .. _ .. ____.___ .. _ �. �.. 1482 0 TC-- C _---4483,.,79- 86--1,8-T 1 7. --- - ;%2{-�C---.-----��8- - F Q f .., �� C `'1.480:07 TC ----"-- }-�•,gr5 14 7 _ L ;,� r... + � ' ---- - , _. _ -�~ --_ + _ '¢d a-.---- + ; _. 1.4$4 0_4. -_.EL 1485 51 FL�--- - ---- 1.48 - - FL-- -^ .-_ 0 14�9:40`Fl: •---1-481X52--1L 1483-� 1- - c±� - �� '-F-�-- ---+' - )N F o�-- �1498.5. TC . _.." i, . _w Q M 1478 91 TC `ti T- �' ,,.� 1 4'7 .09- TC, rn ; s r rn ,� 148 : , 7f TC rn �-•-•� �,� ," C_ 14 .14 TC _- - ..�Z� TC 14$3. °' 148 44 TC - 485 f93 TC 486. IC -. rn _� 1.487-3.8 .0 14 .14 TC v� 1-18,8A 1 -EL - - 1478.24 FL ,,. _.._.__.._.. _..__._.. __� _". 1�4y94 TG�- - - _ �._i 1 8►1_.3_4__T �.. ry C--�'t€35-40 --- - �+ 14'7759FL:;:Q a - 1480.7 FL a 14 0.80 FL 14$"1.64 FL o 1'482.25 FL 1483.26 FL a 148 .90 FL a Q 1;48 .39 FL 1486!36 FL Q 1486.84 FL X7:5 FL " __ may, 14.79.30` FL,� r� I t �-- 1484.90 FL - r' r v �, \ 1 1 + �l c J l i 1478:70^- TC e 1479.35 TC '` ....._.__w_ , _ _ 014 _ 1478:12 FL � �, 1478.85 FL rr-'"�''� ""+ ' y : ` �`"� ZD 7 r &o - - - -E4 La p ,a �3 a3 'a1 1 1 ._NOOJ ' 91 3" a ' _AL r, .J=f rw, -' w_ w- wwC /A\ f•\ii 1 CITRUS AVENUE DRIVEWAY DETAIL STA 90+00.00 TO STA 94+75.00 20 10 0 20 40 RE -COPD D SCALE IN FEET 06/07 NOTE: SEE SHEETS 16 & 17 FOR STREET CONSTRUCTION PLANS. SEE DEMOLITION PLANS FOR REMOVAL ITEMS. SEE SHEET 37 FOR TYPICAL DRIVEWAY I CONSTRUCTION GRADES. O UD :D ---------- GRADE BREAK 1 04, I(1arprZ I ca C) I p Lo m M w _ Lu TA17-,- 44- T. q t H I x R/ w lt�- ;-kl I -�, t -I - . - r (2 UJI I- W EXI �) 1 S '� '�,� -- = ~ i { w l .O.6�C_ S ' , S ` 4 - 88. ' S Cn _ T 1 fi ,_r-! ,42 -TC ti .. - v �. , , 8 _ ' �., r -�1, 7. FL 1488.0 T �-- R/ _ 1478.75 'FL N �`� 1480.6 FL 8� 14r 1 FL p 1482.39 FL �- . 14 6.25 FL ^I TZ-�.___ _.. _ . _. _� .. _ .. ____.___ .. _ �. �.. 1482 0 TC-- C _---4483,.,79- 86--1,8-T 1 7. --- - ;%2{-�C---.-----��8- - F Q f .., �� C `'1.480:07 TC ----"-- }-�•,gr5 14 7 _ L ;,� r... + � ' ---- - , _. _ -�~ --_ + _ '¢d a-.---- + ; _. 1.4$4 0_4. -_.EL 1485 51 FL�--- - ---- 1.48 - - FL-- -^ .-_ 0 14�9:40`Fl: •---1-481X52--1L 1483-� 1- - c±� - �� '-F-�-- ---+' - )N F o�-- �1498.5. TC . _.." i, . _w Q M 1478 91 TC `ti T- �' ,,.� 1 4'7 .09- TC, rn ; s r rn ,� 148 : , 7f TC rn �-•-•� �,� ," C_ 14 .14 TC _- - ..�Z� TC 14$3. °' 148 44 TC - 485 f93 TC 486. IC -. rn _� 1.487-3.8 .0 14 .14 TC v� 1-18,8A 1 -EL - - 1478.24 FL ,,. _.._.__.._.. _..__._.. __� _". 1�4y94 TG�- - - _ �._i 1 8►1_.3_4__T �.. ry C--�'t€35-40 --- - �+ 14'7759FL:;:Q a - 1480.7 FL a 14 0.80 FL 14$"1.64 FL o 1'482.25 FL 1483.26 FL a 148 .90 FL a Q 1;48 .39 FL 1486!36 FL Q 1486.84 FL X7:5 FL " __ may, 14.79.30` FL,� r� I t �-- 1484.90 FL - r' r v �, \ 1 1 + �l c J l i 1478:70^- TC e 1479.35 TC '` ....._.__w_ , _ _ 014 _ 1478:12 FL � �, 1478.85 FL rr-'"�''� ""+ ' y : ` �`"� ZD 7 r &o - - - -E4 La p ,a �3 a3 'a1 1 1 ._NOOJ ' 91 3" a ' _AL r, .J=f rw, -' w_ w- wwC /A\ f•\ii 1 CITRUS AVENUE DRIVEWAY DETAIL STA 90+00.00 TO STA 94+75.00 20 10 0 20 40 RE -COPD D SCALE IN FEET 06/07