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PRIMARY MIT1GA11ON SECONDARY MITIGATION OF THIS AREA AND MARYGOLD WIDENING 2 -' o MEASURES MEASURES IMPROVEMENTS IN THIS AREA Of MEASURES MEASURES 3 2 13 2 a 13 SEE SHEET 9 PENDING FINAL ACQUISITION 0 2 3 LIMITS OF INTERIM N'LY CONSTRUCTION SEE SHEET 9 ., ,;; �_ w� ow m w m W O m =N > O W) O ? w8 O ((Q N O U F__ O F- O 0 Z¢ OF RIGHT-OF-WAY �y X OW W> z v O w 3 N0 \ L DMAQY I 1OO I I w OC C f-= W 2 ~w� t- w o c0 to m cn U U IY � c U UI r V' 1 I 11 �w w0 `:YGOLD � U Z = m o w 3 w w w C) w cn 4( �r, w o w v �`'ftf O 3 z� ++ •- o N 3 Z J w �'�--' I cv moo w �-' O c I I i 4' m -� c0 ,,, ¢ °D Z ai >� cn o0 0 �0000<` w= N 0 0Ln 3 o c i • wEn m w m" u ¢ Er r� a I w + m W MLOujOfw� +N� w 3 Er II oCk� V) m X W x o¢ 3 ±ifl E~n N N W z W LAJ WAC) ~ N W m NN 3 m W 2 U .. n En m I ±. c O X [n + 3p m m � 4 m F- m Q3 m z wAVE .. 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CURB & GUT. + + E30^�. 3 EB 6 FUTURE CURB &GUT. `� }dH �� ��• m N 7 ^h �G 6 9 � � 5 5 3 - Q U O o,• 7 6 SAWCUT LINE w Es FUT. C&G ° o '�� � Nrt - I 0 IV SIN 5 5 N �+ N LP r---` - �-� Ica -- W ,� �c I TS �, _ M' 1 "' , - Ivo �� 1 7 LP Iv 3 / 1 o T 2 �' \°O �� 10.5 o �01N - E(1ST. 4' WALK '� _'� �� , (� 24 OPEN o 2 N I s++ [2 ,-- Y I 9 2 \ 9' ��9 , 1 ) 33 sr. 4' wAL► ; ? � 12 �` -1 �'� . �- I-= o 4 33 `" '� 17 `-A\ �- m 8`� Z Cj m p I 4°Y/ t+) Lp D / i(_ O 6� o' }���} �-/ M Fz = �� / W 4 w o U O Y U f H �J Z F I - 4'W m 00 I M M 33 �� U CVol m O 'r � j rj �/ U O w �` o Q. W C:) = Y V U O - STA. 10+00.00 MARYGOLD AVE. - STA. 23+06.32 SIERRA AVE. eM- I F- w La I I �- N O �_ N c� LP o • ___ --� En v LP I ( O �- Of l.L U U U U m u� u� w p m O m LTJ U w rn� ¢ W m o M o a- � m a'o E- U N Q m F-: I II I O t- O W N �- -- O U �n Ln •- ' W N cjz� ci o a; LP o _____ vi ¢ o ai i I L� w cn� m m z¢ a� U U U U ¢ = ~ L0 m w o m w U m w¢ C m U N a �( N 1i1 + U N O N_ U ¢¢¢ N "#- w w 0 .} .}. 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X wo w En J CURVE TABLE o cv Oo rn 0, 5 o(g 27 20 13 2 44 0 L' j'0 44 w En J (21) 21 44 2 II it I k2 I II Q + + 2 I I) 0 NOTE: RESURFACE AND FEATHER OVER EXISTING A.C. PVMT e I I SIERRA AVENUE ALL IMPROVEMENTS ON SOUTH SIDE OF MARYGOLD WERE CONSTRUCTED DELTA RADIUS LENGTH OD N ! TAN. SIERRA AVENUE I (I I N'LY ON N LY HALF OF MARYGOLD FROM STA. 11+40.00 TO STA. 13+03.37 TO PROVIDE STRAIGHT GRADE 1 90°06'46" O 35.00 55.05 35.07 N N SEE SHEET 5 PER SHEET 6. ° O2 89 53 14 35.00 54.91 34.93 SEE SHEET 5 BETWEEN PROPOSED C L AND EXISTING N LY / 30 6053'32" 10.00 1.20 0.60 GUTTER LIP. ® 35'50'13" 24.00 15.01 7.76 CONSTRUCTION NOTES: 90000;00„ 10.00 15.71 10.00 INTERIM PAVING PLAN " NOTE: FOR REMOVAL AND RELOCATION OF TRAFFIC 10 CONSTRUCT 4 A.C. OVER 5 A.B. (SEE GENERAL NOTE No. 6.) TRANSITION CURB 16 FROM 6 C.F. TO 8 C.F. © 90°00,00" 70 90 06 46 8.00 20.00 12.57 31.46 8.00 20.04 NOTE: INTERIM PAVING AND STREET IMPROVEMENTS ARE TO BE �S"81%�L EQUIPMENT & SIGNS WITHIN SIERRA AVENUE AND 2 CONSTRUCT 8" CONCRETE CURB & GUTTER PER CITY OF FONTANA MARYGOLD REFER TO PRIMARY MITIGATION � 0 SEE PLANS PREPARED BY LINSCOTT, LAW & GREENSPAN, ENGINEERS, 0 ® 35°50'13 35.00 21.89 11.32 CONSTRUCTED PER PLAN ABOVE IF RIGHT-OF-WAY ACQUISITION ALONG NORTH SIDE OF MARYGOLD IS NOT 5 2� '� AVENUE MEASURE/SIGNAL MODIFICATION PLAN, PREPARED STD. DETAIL 101. _ COSTA MESA, CA. FOR SIGNAL RELOCATION PLANS. DWG 2246 TS. FINALIZED PRIOR TO START OF STREET CONSTRUCTION. BY LINSCOTT/LAW AND GREENSPAN. DWG 2246 -TS O3 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. 23 TO BE RELOCATED PER FONTANA WATER CO. CONSTRUCTION DRAWINGS DETAILS 102-B & 105-A. ©REMOVE EXIST. A.C. PAVEMENT PER TYPICAL SEC11ON ON SHEET No. 2. (BY OTHERS). WagnerPacific CITY OF FONTANA CALIFORNIA , 27 FOR DISPOSITION /RELOCATION OF EXISITING TREES, IRRIGATION VALVES _ pFESS/p QR N 0 REMOVE EXISTING CURB ONLY OR CURB & GUTTER. SEE PLANS PREPARED BY LANDSCAPE ARCHITECT - SEGURA/DEUTSCHMAN. S H,14 ��� I N c 0 R P 0 R A T E D ® SAWCUT EXISTING PAVEMENT. NOTE: TREE REMOVAL/RELOCATION PERMIT REQUIRED. ��O Q- y Z �= C I V I L E N G I N E E R S 33 CONSTRUCT MODIFIED RAMPED CURB RETURN PER DETAIL ON SHT. 2. o No.34751 -< S U R V E Y 0 R S DRAWN BY: KT PARCEL MAP NO. 12433 SCALE: 1"=40' 0 9 REMOVE EXISTING SIDEWALK. w EXP. m 711 KIMBERLY SUITE 250 STREET IMPROVEMENT PLANS 13 CONSTRUCT CONC. DRIVEWAY PER CITY OF FONTANA STD. DETAIL 102-C. 0 35 � CONSTRUCT 6 CONCRETE CURB AND GUTTER PER CITY OF FONTANA � � 9-30-99 � LACENTIA CA. 92670-6333 DESIGNED BY: 714' 45 FOR DATE: " STD. DETAIL 101. �s ���« 3/� s� c ��- lS 9% MaYGOLD AVE. STA 10+00.00 TO STA 14+10.00 9/30/92 15 CONSTRUCT 6 CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. ADJUST EXIST. MANHOLE TO GRADE. 0 REVISED CURB ALIGNMENT FROM SIERRA STATION 12+50.32 EASTERLY To 3 _q� WP1 �.iT%q� qTF V Fo�� PREPARED OF CAS BY: CHECKED BY: DANA S. HALLADAY DATE<2z�,c/, APPROVED BY: DRAWING NO.: 6R S'`/� `� JP �4� REV. REVISION DESCRIPTION DATE ENGR. CITY DATE RCE# 34751 EXP. 9-30-99 c� CITY ENGINEER RCE 25126 DATE 13 0 0 w W i� wC4 U0 "'Q w o w c aJ.