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HomeMy WebLinkAbout4312-301045 m 1045 ---- OD N L M a LL x 1040 - -- Cl) W 045 L 100.00' N O 0) 0 0 `n + + Lr)Lo o 0 0 0 78.54' 0 00 0 CURB RETURN 0 0 78. 54' 0 © +; G 0 \ +1to o, 50. 00' 9� o + PROPOSED nEDIAN N r; > 94 + o PROPOSED MEDIAN o i C ; o h wLn o r. 0 0 v 00 0 01 - PROPOSED TC rte, C) ; i ® 36' N/0 Q 0 o 't 't 0)0' n cc L 100.00' N O 0) 0 0 `n + + Lr)Lo o 0 0 0 0 Ln 0 0 0 0 N 0 0 78. 54' 0 © BVC 309+50.00 �- PROPOSED TC 1050.09 ® 44'-60' N/0 00 0 r �o� 0.64% PO w � to r o rnIt,Q? ' �;oo r o 0 0.79% o m 5 _ ,O n > uj 0.74% - 00 m.rrn 91- o g6% ------------------------------- - `- ` 00 o ------- - r CURB RETURN -- -- -_ _-E----------of _ + �� �' � pl Lr;oo o 00' 0 , PROPOSED MEDIAN - - - y ori �4 EXISTING No 0 0 C5 0o Lf) r, M ; TC ® 4' N/0 - 8' I�'; .. PR' J MEDIAN GROUND n ,00 � � + ,n C. `,0 r > + 0 r C� > a� 0 ori V) `n o - PO- N d w w o n 0 cv IDENTICA . r� ao '`� oo 0 °�° o + cl�0 " ¢ � , / o >>cl_;0 w 0 0.52% _------------- &--V- 0) ------------ LO No 0 1.2 __`_�______ LO 0 0. 303+14.39 EC,15.00";'-- m ---------- ----------------- o0 -� •- ori m -- -o% _ _ _ - - > ----- - 0 1046.52 __________ ___ 00 o w w - _------- ao _ __ ____----- --- _XIST1NG L 100.00' _ PVI 310+00.00 1050.41 of 01 0 nI I 3R0.UN1) o • - - l% 01 EXISTING 'mo 6u) 1050 O + 1048 M� vY M Lu �W 78% = 1048 W CO) ZLuW = N 1045 H �. a 5t3.QQ - Al.o 0 R 0 T 0 Ln 0 78. 54' 0 © +; G 0 \ +1to o, 50. 00' 9� o + PROPOSED nEDIAN N r; > BVC 309+50.00 �- PROPOSED TC 1050.09 ® 44'-60' N/0 00 0 r �o� 0.64% PO w � to r o rnIt,Q? ' �;oo r o 0 0.79% o m 5 _ ,O n > uj 0.74% - 00 m.rrn 91- o g6% ------------------------------- - `- ` 00 o ------- - r CURB RETURN -- -- -_ _-E----------of _ + �� �' � pl Lr;oo o 00' 0 , PROPOSED MEDIAN - - - y ori �4 EXISTING No 0 0 C5 0o Lf) r, M ; TC ® 4' N/0 - 8' I�'; .. PR' J MEDIAN GROUND n ,00 � � + ,n C. `,0 r > + 0 r C� > a� 0 ori V) `n o - PO- N d w w o n 0 cv IDENTICA . r� ao '`� oo 0 °�° o + cl�0 " ¢ � , / o >>cl_;0 w 0 0.52% _------------- &--V- 0) ------------ LO No 0 1.2 __`_�______ LO 0 0. 303+14.39 EC,15.00";'-- m ---------- ----------------- o0 -� •- ori m -- -o% _ _ _ - - > ----- - 0 1046.52 __________ ___ 00 o w w - _------- ao _ __ ____----- --- _XIST1NG L 100.00' _ PVI 310+00.00 1050.41 of 01 0 nI I 3R0.UN1) o • - - l% 01 EXISTING 'mo 6u) 1050 O + 1048 M� vY M Lu �W 78% = 1048 W CO) ZLuW = N 1045 H �. a 5t3.QQ - Al.o A R L T GROUND 0 Ln o 78. 54' 0 © +; G 0 \ +1to 78. 54' 50. 00' 9� o + PROPOSED nEDIAN N ori o of 94 o o o PROPOSED MEDIAN o i C ; o h wLn o ; co TC 04' S/" 0 v + TC ® 9' S /n I' : y - cc -w o L6 0 0 Il rn "�' 97 a, a w -----________ ..._ - N 0 > 0 o 161% w ---_-- w -- ---_- - ,+� 0.75% __-_y _.------------------------__--- .__._ . _ - ` 10. - _ > --" _ 0 __ -------__- -- LLI04 - -------_ __- o co r N --- v __-_ r �_ __-- - EXISTING 1 0 0 0 c GROUND_ w_ ti I 1040 I I c` 0 -- I 300 _..._ 301 __... _302 303 30 305 306 307 ._ 308 _ 309 SEL .,. S PO .: INCE, GATE, � FOR INTERSECTION DETAILS 36 SEE SHEET42 14 1 4 MA I L AND R. SHEETS 47-51 o W �- 4 32 ,-- 14 32 01 26 32 26 J � 32 U 2 120' MEDIAN TAPER 3 a � 26 o � � a 32 a �� � 34 34 32 26 "35 �, '� rn 4 I �' o o In- o �. LO 3 5 < 4 32 �! U o oU w �_ _ = NU �� r\0 II = 'o � m� II a v 0° a Z aw U `�Z N IjflNZ �a �; 34 39 NU o -\I= I N0 o� N�` o w o oU o�caoo >w aaa �: ,�aa �U ►�� as O �- JQ z cfl csi cow- m O o+o M c + II O X70' �- ob 06 U �- \ '� U o z U uo n a - `0 cD o U o U c� p z 0 Ln O; z a rnl-- Io _ ao o o cn V) < �n o a o z R v InI F-- c> 255-111-17 o z F_ }- O II + I O; z Q w Z + II 00 F- O r� N F- U 1- 09 m- e 4 f-- U � a ' _ - + o + -- w I 1 - w U w .( drw o o w M o - w 255-111-1900 i91-1 2- ^ + N + O z - w o I w 0> + a U c/• J\ O ti �r ~� W w i 1, > M \ V4' `� O 00 Z � � 00 - O I U 2�: Ei' NG , W r-- O o0 1- ao . o ►� ± - M N - r1 -' - I cn w �` I \ 55-111-18 0 > a - - I A o w I rn w � a 0 - ,, - - + O + + �o + O I c� o + p n LIMIT 0 F -0 + + > o O O ! 9. 3'i 0. 7 0P0S D R/W w oo �n N v� + �- . I N N ! IM Ire, <i - v � o w V) rn r cn GRADING �` I � 0 17 a t� > + N +ir pp cni OW O O� OLu' u O w I'�I� �w OW / �%• 3 I �� r cli)rn . o; . O z / •,e I Q ro Of rn, ! cn 0 3 M w Ln PROPOSE R/W � ori. � -� � 102 2 s a� o' o rn w 255-091-13 \ - ' �w N- rn- r ( _ --__- -- \23 t - - / I a --f i -} ' EXISTING / co' 1 42 > >I G W CO-_ Oli 4) : o - - - - - - II N �,�------- --- -- 101 44 + MJr- '�%' 44 /�:J 44 �, i _, o, 0TA:_ ` 22 302_07. 75 EC 44 I I r,Of �, ,22 � J U R U P A AVENUE TOTAL > i m1 3 � -' 4� N _ ----- ��'--- 4. 00 RT © o i- -- N89 09' r 0"E - _ 5 I r_ LU _ }----------------------�----- �_ -- --- _ __ _ - ----------------- -- �- i 29 _~300 _ �. IY) - ------------- -------------------�-----------►---------- ----+---+----- -- --- W W Cr D31 40 - _ - 307 3 a- 30 10 - J3o LO 30 305 3 -- - _ 8 ,�. 30,22 --_ --_ _: 9 _ - - -- 02 07.75-. - __- :_: : __ _ - - _ :::: _ - - - - --- _ - : ---- - - _--- -----= -- BC - _ _ _ - : - - - _ _ - Wil--. W cn - - _. - -- -- = - - - _- - - - --- - -- = = - --- ---- -- -- - ---- - - --- - : - - - - _ - - - -- - - - - - --- .-00-_fT L - _ 22 - : - --------- ----------------- 00---- _ - - _ - - --- -- - _. --- ------ _ - W - _ - - _ -----_ - - ----------- -- - - ---- - _ 2 - - ------------- 1 - - _ 3t3 t 9_. - ::::_ - - ------ --.:7 -- '- - -- - W ----- - : __ - - - 1 - - - - - - _ - - - _ - - - - _ -- - v1 - - �" 302+57 - in 26 - (TOTAL 3) �' N \,.309+80.85,19.00 85, I9. OC` -- -- - - - - --------------- -- I O ~ - - - - - - -- - . --- -- - - - -- - - -- ---- - - -0 ---------- -� Z - - - - - - - - - ---- ---- -- - -- - _ ____ t -- j MED I AIS --BREAK P( T --EXISTING R/W - o � r co J w 309 13. 13 JURUPA AV - 0 _ EXISTING R/W M a o 0 0 - -- I - � 0- 193-701-09 10+ ). 00 POE LANE EX I ST I NC /W I U �I 193-691-24 0 o 3-691-19 193-691-20 193-691-21 193-691-22 193-691-23 i 5 0' m `n a 193-701-03 193-701-04 193-701-05 ~ OD f- �- ' ; ~ 1 1-18 193-701-10 193-701-11 193-701-12 193-70' 3 i I 1'93-70.1-14 1 it � owe oa rn rn�cr) Nm m -z I 302+62. 1 8 JURUPA AVE.= , 1 193-701-01 `° m 193-701-02 - o + - +' ,� a 20-L 20 0+00 00 JUN I PER AVE 1 r4 z 00 LLL "' - O Co n W W )N%" -,;-RUCTION NOTES +C"i � to Q � O � Iv-� O N W � � i -.-_ 193-691-2E 0 0 o 2 7 � .� ° Z qISTRuCT 61/2 " AC OVER 4" CMB rn Ln i 0O w 1 5r a 22 CONSTRUCT 8 °' CURB PER CITY OF FONTANA STD. NO. 1 000 ro m 120' MEDIAN TAPER M5- 4STR , MEDIAN TAPER PER SPPWC STD. PLAN 140-2 REM�_���/AL NOTES 23 CONSTRUCT STANDARD ACCESS RAMP PER CITY OF FONTANA STD. NO. 1 003 O CURVE DATA ND STING 2 AC PAVEMENT AND PLACE Z" OVERLAY35 RELOCATE EXISTING WATER VALVE (BY OTHERS) 26 ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. N0. 6000 STh 4" PCC SIDEWALK PER '_ITY OF FONTANA STD. NO. 1006 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 27 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA STD. N0. 2000 ST1 RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALK 39 CONSTRUCT LOCAL DEPRESSION PER CI OF FONTANA STD. NO. 1002, SHT I OF 2 (MODIFIED) 31 CONSTRUCT TYPICAL MEDIAN TREATMENT SEE LANDSCAPE PLANS. SPPWC STD. PLAN 313-I, CASE E, H = 2" Oct; EXISTING SUNSCREEN FOR PLANTS n POWER POI P TO PF RPI nrrnTFr) fQV nTuC'Qc) n4l ADJUST ELECTRIC VAULT BY OTHERS uJc __uIuvvlllyo yuyuu�o IL/4-/LUU/ 0:'+0: 10 1-'IVI UI LIUJtYC No. A R L T 6 I 90° 00' 00" 50. 00' 78. 54' 50. 00' © 90000,0011 50. 00' 78. 54' 50. 00' 9� 1800 00' 00" 2.001 6. 28' N/A 94 180000'00" 2. 00' 6.28/ N/A 40 REMOVE X I ST I NG PAVEML IST 44 REMOV' -X I ST I NG DR I VF W'' y crAi � i K: r��T