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HomeMy WebLinkAbout2246-9'J, �3 I PRIMARY MITIATION EA URS S CO DAR SE MIG S EET ON 8 ME SU ES 14 68 C _ =5 .05 _ co 1 AIo ¢ A/4 Io I - -I-1-T 6_CU B m _ DE 000 SS I ,i I'- U I -- ; XIS IN 0 0 ' L UR E IST 18 x2 " 20 cz I �I �I _ ---- - - T cA L wl I Ln o �'". O aj U O ~ I - 00 � r O �� � .- II o a; aj I O p -I CO ? mIm'I 1 J w U p U - N 10.4 8"x29" % CMA 4�A.) Q- I Id- 1 •- oI o r r r (+ p ++ r r+ I �- r �- r l J:� V J I I I Q: �i + I rc7� + � � ..- 1Q .i - r r 00 - 06 -C4 vJ I r - ° r r� �. 1 �LIRB T. 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J J- �/ J J J J J 1 -E), J V / J SEE SHEET 6A FOR CONSTRUCTION DETAIL �; lr��,r! l �rlri �,,�l PRIMARY MITIGATION SECONDARY MITIGATION OF THIS AREA AND MARYGOLD WIDENING o MEASURES MEASURES 3 2 13 2 '13 20 SEE SHEET 6R SEE SHEET 8 I� w J w nwo U U > Of W m f -r �n�11 m w �- ¢ m cn w n � m� o n cww� U N 23 23 100 W O W> O LCA � I- 0 0 o to t= wv ¢ r-ofw �o n 1W- n F- n n O = ¢ w � 27 ��� c�U �' OJw Y G 0 L° W x Ox �O �Z� �+ + z W W 1- J p O �� N3c w � w w Z w 1- W U w �O m O w O n o t- W =- .= ' O M L -Li m m r7 Q O t- � w O F- O O O �i � w x w� a M w 21 < ~ o o 2 2 }, + m w w x ± w +N� wm �' m m m o 3 EXIST SPRINKLER HEADS LOCATED APPROX. O � X m + �' Q 44 � N 44 44 I w o w o T, o o o Lu 2 10 O.C. AT BACK OF EXIST CURB ON SOUTH = N w m LL - w �� �v� F 33 0 3 15 - o w 33 15 QJ c� o z w- 3 x ¢ n E- w= E- SIDE OF MARYGOLD. ~ o o -" °O O Li ¢ o ¢ 0 C o w w X¢ o w C35 :< 33 6 > ww> m> o� rN o 3� O O C � °-° w cn E alc. 14T \ '< 6' MARYGOLD MUTUAL WATER .- o � ,,, oo w 0 cn _ w w xwx w w w v� oo w rn - �- 00 x CDx x w w w pp �I I�-�--- ' TIM TRStc 'SII sn14 V L�ITF Ol y 4 G Gj v -- V G �, 1. _ . o= EX CURB &GUT. �� a' uAR'rc��n �sun,u WATER -(11 ?r49) FL ` .�'���� 5 4 G �� - .��, PAM N 4"G .� r� 1 --��• `1 �c� OVERHEAD ,����• POWER FS O -....... N .. 4G ................ . 1.?.M 35 ^ w c~> t3 "' 1138.gg FS 14 h 4 `mac' �, �ti _ 1 N 89'24'06" E 16 17 - _ 18 „v 1 _ o ti,H w a,H ... "'o o 8 ,� �' ►,H �� v 1 �»� 6- - 7 . 8 N �'�� 33 6 ^� •� .. _ 2 I 7 8 9 6 �. \ 6 • m Z o 7 ,\� x ^ N �o� - �'= EB �� 0 wv 6 2 3 EX. CURB GUT. 9 _ N `" SIGN 3 .-� .. ---� j o� ❑ Igo 55 ti N 12 ,y `� �13�; 1 .-. r I N EB T58 TS8 ✓ A 90 � U ` a, �` 2 S" ' ' 1 1 J "2 E` IST. 'ALT<. `/ 24' OPEN 1 BRICK J� WALL � n p �- C, 2 v'6, -V CD o `399 33 ' `' L rn �'. __1_- it 5'x5' 0 F, 33 U 41, ¢ O CD = o 0 o c><> / - AUL �' '`� `'' U nco < /v w'- w o o 3 1- z � U C� U U \ U o FH �' N ¢ m ¢ ¢ U U ¢ /� '- '- o •- 3 �' U 00 STA. 10+00.00 MARYGOLD AVE. _ ,, w n o U �, Y- u LO N !- N Lp C,j n Ln ¢ CC) �, _; �n _� m w O m w o w z¢ z¢ U �- Q W Q 4 ~ O 300 O O C 7 O U U O n Z Q OW o c� o O J -j w W> Op z¢ C 7 U o U w C) m W ` D + 00 to �' O O CD O STA. L3 + On.3� SIERRA AVE. ��1- `t in ¢ o �1 aK �_ Gj c} f-- > ,� o +L o c> N N O <C 3 O U7 n N N C17 Wp r� o N ,O, o v� o o v� o o J J O O O Q O C J W � M c� W - !n -� W V o I� I O .- s}- t- Q f- �' o O Ln �- 00 (� + U O N W W + + Q? W Z N W N N O Ll� M O- W W c- w • ,- W x O '- W O W W W Cn O W > O cD `- I !- In pOp �- LLJ N H W cD p d- W W w 00 (/1 U > {- C/) Cn + ^ -�.. (/) m (l1 m ~ m + + + + � ~ +' co ~ O w F- Z > O . W Z Z 3 .- 00 O O � W r � O F- w U O - 2 Ui = ~ V a-3 W W C� � W �t n O o p f- .__I w w p Cn m U w w z cam! O f- + + ++ + LLJ W O z Q N n- m - M Y O 0+ c x d Q W ¢ `- C/) W d- x X W W m W m + O � cfl �- (J) X O X O X p W f- W F- W Q m O C/') -}- U) x xx W r W U N Z = N O (n X O '- M U m N U rrj 0! � CD m W= U Lu Q rn - p OW O E- z 0 U '` cn m m c�J +w cn-� o,w X X 1 !L x cn m 1- w U O + O w '1- X z ��Xo w m w \z U F- F- 2 44 20 20 20 Lx wN U¢ O m¢ I I 3> _� LN J m 3r7 \ O O r� F- U W > 1 �,, o :< ¢ o o 0o m mac,- w> w1- w1- y vV o 1- o a w t- m w1- \ Uzz CD C 0 0 U =w 44 44 21 44 44 21 2 44 x xO 2 44 2 z U o �o U ow w a z o w II F-� zj r-o o o c6 O 40' S 10' wm �� m¢o 00� �W Wm 20 o� ¢� � -1 UJ--> w� J� �z U II tL �� �o o U� � wz + 2 44 27 20 (13 wc� d 27 44 44 wcwo 4 21 2'1 44 27 Nm �m +m �¢ o033o z¢ � o o Uw rn do' S �o wo CURVE TABLE �m 00 OO O F-, v�imv~i X O X w F- w W c/) mo 03 U 00 r N w ao t- L n m II II 13 23 13 20 o 2 T -N wawa. W� �N W N �o SIERRA AVENUE DELTA RADIUS LENGTH TAN. 30.23 40 19 13 SEE SHEET 5 CONSTRUCTION" f 10 90°06'46" 35.00 55.05 35.07 41 10 „ ' � CONSTRUCT 4 A.C. OVER 5 A.B. (SEE GENERAL NOTE No. 6) �p SEE PLANS PREPARED BY LINSCOTT, LAW & GREENSPAN, ENGINEERS, 2 89"53'14" Q . 3O 6 53 32 35.00 54.91 10.00 1.20 34.93 0.60 NOTE: . U2 �� COSTA MESA, CA. FOR SIGNAL RELOCATION PLANS, DWG No. 2246 -TS. CONSTRUCT 8 CONCRETE CURB &GUTTER PER CITY OF FONTANA ® 1132 13�� 10.00 2.01 1.01 TREE WELLS SHALL BE 3'x3' CONSTRUCTION REFER TO STD. DETAIL 101. 21 SEE PLANS PREPARED BY SOUTHERN CALIFORNIA EDISON FOR POLE 50 90000,00" 10.00 15.71 10.00 LANDSCAPE ARCHITECTURAL PLANS PREPARED BY O CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. OR FACILITIES DISPOSITION RELOCATION.SEGURA/DEUTSCHMAN / © 90-00,00 8.00 12.57 8.00 AND ASSOCIATES FOR TYPE OF DETAILS 102-B & 105-A. 23 TO BE _RELOCATED PER FONTANA WATER CO. CONSTRUCTION DRAWINGS. TREES AND TREE WELL PLANTING DETAILS. ® REMOVE EXIST. A.C. PAVEMENT PER TYPICAL SECTION ON SHEET No. 2. 27 FOR DISPOSITION /REMOVAL OF EXISITING TREES, IRRIGATION VALVES - O REMOVE EXISTING CURB ONLY OR CURB &GUTTER. SEE PLANS PREPARED BY LANDSCAPE ARCHITECT - SEGURA/DEUTSCHMAN. "TREE SECONDARY MITIGATION MEASURES (NOTE: REMOVAL/RELOCATION PERMIT" REQUIRED.) ® SAWCUT EXIST. PAVEMENT PER TYPICAL SEC11ON ON SHEET No. 2. 30 CONSTRUCT CURB INLET PER CITY OF FONTANA STD. DETAIL 121. Wagner Pacific CITY OF FONTANA, CALIFORNIA 9 0 REMOVE EXISTING SIDEWALK. (MODIFY FACE PLATE PER DETAIL ON SHEET No. 7) QRpFESS/o 33 CONSTRUCT MODIFIED RAMPED CURB RETURN PER DETAIL ON SHT. 2. �O S• H44 i N c o R P 0 R A T E D 12 REMOVE EXISTING FENCE OR WALL. 3� ADJUST EXIST. MANHOLE TO GRADE. ��Q, q�ti CIVIL ENGINEERS ' S U R V E Y 0 R S DRAWN BY: PARCEL MAP NO 12433 SCALE. 13 CONSTRUCT CONCRETE DRIVEWAY PER CITY OF FONTANA STD. 40 REMOVE EXISTING CURB INLET, SALVAGE RIM AND COVER. o No.34751 rn w m 201 E. YORBA LINDA BLVD. . KT STREET IMPROVEMENT PLANS 1"=40' 14 DETAIL 102-C. CONST. A.C. DIKE 6" ABOVE EX. GRADE PER DETAIL ON SHT. No. 2. 41 REMOVE EXISTING C.M.P. � EXP. 9-30-99 � P ACEN 1A, �ICA9;167 �r-3418 DESIGNED BY: FOR DAA 19 44 CONSTRUCT 3'x3' TREE WELL, SEE PLAN PREPARED BY LANDSCAPE CONSTRUCT MODIFIED GRATE INLET PER CITY OF FONTANA STD. O UPDATE MARYGOLDWI)EMNG PER SHEET 6R. 3/96 WPI �% �';�f.� PREPARED BY: F � ��yJ WB CHECKED BY. MARYGOLD AVE. STA. 14+14.00 TO STA. 20+00.00 9/30/92 APPROVED B DRAWING NO.: DETAILS 120-A. ARCHITECT SEGURA/DEUTSCHMAN. OF CALF DA S. HALL A DATE Gc%� � _ # --X �7 9 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE RCE# 34751 EXP. 9-30-95 JP . �.c CITY ENGINEER RCE 25126 Q DATE 2 Z46 13 'J,