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HomeMy WebLinkAbout5735-3TGT. 1 OLEANDEFj 24 STA. 24+29.00(CONT.): AVENUIE 11 DEMOLITION NOTES 11 STA. 30+82.00/10+00.00 FOOTHILL BLYD. OLEANDER AVE. L. 3 FOOTHILL BLVD. DATE ST. FD. MONUMENT I ; I� " I 1 10 REMOVE EXISTING PALM TREE. ELl 1304.01' I :� o J 11 11 11 I 1 1 16 16 16 1 1 19 �• NOTHING I� I Q C 1 11 REMOVE EXISTING CURB AND/OR GUTTER. lit m , o W m I 12 REMOVE EXISTING HEADWALL AND CULVERT STRUCTURE (PLUG AND ABANDON) AS NEEDED TO m �, z� c� z I CONSTRUCT PROPOSED IMPROVEMENTS. 0190-041-02 L 322' 2032 '' I a o Lu g w o 1 0 oQ o 0 13 REMOVE AND REPLACE EXISTING LANDSCAPE AND IRRIGATION AS NEEDED TO CONSTRUCT. STA 10+82f BCR/OLEANDER 1 I o d Q o w N 14 REMOVE EXISTING Otrc3 w o ❑o 00 o� Z O CATCH BASIN AND LATERAL (PLUG AND ABANDON) AS NEEDED TO CONSTRUCT 11 1 END C&G, SIDEWALK AND I I +I Q 1 w m m I I +I Q I i{ o -H 0 zw 0190-081-15 Q PROPOSED IMPROVEMENTS. 1 +I 41 +I 0190-081-37 AC REMOVAL ; o -H o ❑o -H c� * �, rn a m 1 0 0 m O Q m N 1" o - 15 +3f Lo p°��3� 0 +U_ + rn �� 0) + 1`O 0 O _ m� �.1 15 REMOVE EXISTING PCC SIDEWALK. U + 0 1 + U m QQi �o - + mz + > + o r O 00 O O N> NO O NO O NO' f�5w I-Q OiZ P"BAC STA 23+72t ECR/FHILL BLVD. 3 1r8.5 _ _ Q o ^ z o� z rn zo� CID�. N o� N o N 16 REMOVE EXISTING PCC OR AC DRIVEWAY. EGIN C&G, SIDEWALK AND 17 1 a w< 5 O<�< o a t��! Q N Q, � Q' REMOVAL w w 1- ww, II I II F' B d o a o a O 17 REMOVE EXISTING PCC CURB RAMP. ? (nm tnm�n tnm�, tn3 tn3 rn3 (nnwa v~iw v~i¢ R/1N 0190-081-40 -� r --- - --- - 0190-081-44 �� u �E� �- T-- -- - - - R W- -- o- �- __- 4 F -- - - - - - v�,+- O —. _.__ _. _ N 7 - �:° -u. --- - o - _ - - - -) - s ss) - -- - a' ) + LL 23+00 240 iI rl 41 — -N - _ o 0 z 0 3 � -114 Q w CM) - 0 � -H m: M In D_' =) _j FI ° M N C9 C N Q+Ill > + VO Z N r* _zo N Hw H w w F HzC 0m fn md' N I (n 4 1 11 <a> <a>1 I 15 11 0191-011-21 15 TGT. NO. 1 STA. 24+29.00 q FOOTHILL BLVD./OLEANDER AVE. FD. MONUMENT ELEV.= 1304.01' 14 1 11 .-N 0.-N 3 _(z.,c)- - -)- -- b8;-. - - - bj 19 N m - - z"e)- - - - - - 19 c - -- \ ' 7M4�o N89';8 59.E_-I - - - - � 59"E - - - - - - - - -E- - - - - - - - - - - - - 0 ^ 311 19 o r•� m �� m G;, m 7Lid LIJ `_ ,n O 1 19 NM"(---2� 19 - 1 2 - -11 N M ^G m - - -_ -- -- -- - - _ - `_ - z 21 M o- - (c')-. 12 _ - LL.I z P� 1 p. rs E E� Iv1B :, 2 _j w t - - s I � _ 3 a S15 z'P in 3 < 13 o:Z l 3 o Y co _ 0 20 �� a J w VA Q w 9 0 l > 1 I I I I I I I + Q o ' 1 1 w z j30 20' > 1 0191-061-27 0191-061-17 N� W o J-H w I-H W o 1 0190-051-13 1 0190-051-14 1 0190-051-15 1 0190-051-16 1 0190-051-17 1 0190-051-22 1 I I D o I 1 t�j * �;0 O i^ M 0190-051-20 I I �� W 0 1 I mz rl1 O (�j��+.� Q �i� Q O ♦Z' d' N O� Z I m IM Z� N 0 w z i N z ± Q Q M U o 0 1Q- WU F ZUFQ- w F W z Z_ cnmQ IW<cnmw)m I I I I I Quo QO 1-Q w F- w I TGT. NO. 2 m o m In m STA. 37+49.05 I y 1 1 19 1, 23 1 1 1 1 1 1 I I I I 1 11 I 1;FOOTHILL BLVD./CYPRESS AVE) II yI 11 11 I I 1 FD. N& T ELEV.= 1311.81' R I FOOTHILL BOULEVARD DATE STREET TGT. N0.-2 STA. 37+49.05 TGT. N0. 3 FOOTHILL BLVD./CYPRESS AVE. STA. 50+68.31 EEL =81311 81' C AVE FDF NAILLL & WASHER AVE. ELEV.= 1315.85' 1 0190-081-28 I oil 10190-121-17 10190-121-16 10190-121-15 10190-121-14 0190-121-13 0190-121-12 I �bT90-121-11 0190-121-69 0190-121-06 0 I 34 O 1 g 20• I I I o P P � - - R/W v R/W '�_ --- -- -- -- -- -- - - I _ _ _ P -pi- J r4L off-u3 1 �� ❑❑ (oH-v)-� ;oi N)� E '❑ uj -.—) -u = - :=u� B ❑ - - - - P —) - - (o _ k i =ems) _ _-) - - - - -(a"w)-o- a.: s) - - - (e,:ss - - Sss) R _ -°_ ¢ ^ss) - - - - (ass ' - - --e ss) ro u) (z c)- - - - 19''"+ - 2 TYP s"w - �- - -(a"w) -cam-(a..w) - - - w - - - s w - - _ o - - (8"ss) • M . _ 4 22 - - -- - - a'� - -- - - - - (� - (a`c) - - (a^c) - - - (a'c) - �..) = favc) _ o ^--- Q; _� C _ _ �0 22 4 , + - -- -- - - - - - - - - - - - a"c) - - - - T, . T I 7 23 I Y - I - - 5+00 N89'49 00 E i - - I N89 49'00"E , 0 -0 1 -1 7/ I � - - 23 / �. � - - 23 ,. 1- -4 z t.,--19 —= - -- v �m N 19 °' c \, "� - 1 _ "'- - 2 °' - 19 3" _ 19 r� -N 4' c� -- 2 rn 22 _ W _ J 18 2 O = LL1 -- �$ TRE& - - 4 - -I. -(iz w)- - - - - - - -- -- - -- - -- -- - -- -- _ _ U — - ( 2 !,,-� _...-5 5, - - - - R/W - - 2 - - - - - - R/W— - - - - - - - -R/W 1 - - t-- �- o - 0191-061-31 0190-081-29 � +I wQ -♦1 rn< -H 0) m�3 +0: w � +a_J Q + MVIZ MQ0M- M o rn d og LLJ a o2 * a tinMM t~nwixvV)i3 to I 11 1 16 LEGEND: 15 �- ASPHALT CONCRETE REMOVAL �- ASPHALT CONCRETE GRIND ®- PCC REMOVAL �- ASPHALT CONCRETE REMOVAL AND UNDERLYING PCC CONCRETE Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG 14 IP 1' N 04 Q O N I ro m I o) IN 0191-091-40 I 0191-091-32 ❑0O O n Pp- - o C oz 1 0191-091-19 O O O +J +~ 0 w I >z + Q N 3 N 3 N 0 20' j 1LO " 0000 � o zm DEMOLITION NOTES: DEMOLITION NOTES (CONY.: °�' m N a o N M cmv M M Q M V I 32 1 32 i i Q r i Q n O REMOVE ASPHALT CONCRETE PAVEMENT AND UNDERLYING PCC CONCRETE 18 PROTECT IN PLACE AS NOTED. D � C)< o C� m m Q I I z z Za PAVEMENT AS REQUIRED. O o Q> v Q Q v~i w v~i w t~n w �" I < m t~n m t~i> ma 2 REMOVE EXISTING STREET LIGHT AND/OR POLE BY OTHERS AND UNDERGROUND 19 COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT d o I d o� < o a o / ( )' 2' DEEP MINIMUM, WIDTH MITS PER PLAN. c- Z cn Zw U) z 1- z I N EXISTING ELECTRICAL SERVICE. rn w rn ww m w rn w 1 15 23 19 II I I I 19 23 1 O REMOVE AND RELOCATE STREET SIGN PER SIGNING AND STRIPING SHEET. 20 ADJUST EXISTING ELECTRIC BOX (BY OTHERS). 11 1 23 19 N Ij I 11 O4 REMOVE AND RELOCATE NEWS PAPER BOX. 21 SAWCUT DOWN DRAIIN STRUCTUREASEXISTING NEEDED TO CONSTRUCT BOULEVARD O RELOCATE OR ADJUST EXISTING WATER. PROPOSED IMPROVEMENTS. CAP/PLUG EACH OPEN END I OF EXISTING INLET/OUTLET AND SLURRY FILL INSIDE GRAPHIC SCALE OMODIFY EXISTING GUY WIRE AND ANCHOR TO PROVIDE ADA ACCESSIBILITY AROUND STORM DRAIN PIPE. 40 0 20 40 80 1so POWER POLE(BY OTHERS)), CONTRACTOR TO COORDINATE ADJUSTMENTS NTH SOUTHERN CALIFORNIA EDISON. 22 REMOVE AND REPLACE TRAFFIC SIGNAL LOOPS. <7, REMOVE AND RELOCATE TRAFFIC SIGNAL BOX PER TRAFFIC SIGNAL PLAN. 23 REMOVE ASPHALT CONCRETE PAVEMENT, UNDERLYING PCC v CONCRETE PAVEMENT AND SUBGRADE AS REQUIRED. 88 REMOVE EXISTING BUILDING FOUNDATION AS NEEDED TO CONSTRUCT PROPOSED IMPROVEMNTS. (IN FEET) OREMOVE TREE STUMP. 1 INCH = 40 FEET REV. REVISION DESCRIPTION DATE ENGR. CITY DAZE FOOTHILL TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA R 2305 CHICAGO AVENUE STREET IMPROVEMENTS REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO DEMOLITION PLANS RIVERSIDE, CA 92507 FOOTHILL BOULEVARD YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED DRAIN Br: 9cuE No.s9984 (951) 680-0440 FORTH IN A DILIGENT MANNER, THE CITY SAF FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS AS SHOWN Exp.9-30-18 r FAX (951) 680-0490 OLEANDER AVENUE TO 600' EAST ENGINEER MAY REQUIRE REVISIONS TO DEMOLITION SHEET DESM,IEDft DATE: 9i� clvl� � I 9 /Z /8 OF CYPRESS AVENUE THE PLANS TO BRING THEM INTO CONFORMANCE TMR STA. 23+47t TO $. 44+24t SEP. 2018 aii BY: TM DATE o �% /3 / DRAMNG Ni 5735 3 8 TERRY M. Eo.NNER R.C.E. N69984 E PIRES:9-30-18 WITH CONDITIONS AND STANDARDS IN EFFECT. CRY ENGINEER R.C.E. No. 51152 I