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HomeMy WebLinkAbout5445-7_ L=2-3:83 1260 �- �' --- - Y �._ C3 pO 1260 co V GAJ CN .--. M - -e, co I-- co +En M F --T I- GV [ r] CYl T N J Lt7 CJ . T F- r 1— !"' �1 T T L co V _ ® W tom. - chi CNI 193 "04 1255 r Z Y N= } N N - N N 0 .� T rte. 1255 - 0 0/.\ -4 TN - ------------------------ _ 0,1 LAJ -on --- . ESM_ J 1250 -� _" W �„ �,cl m a. r - 12x0 b- r� c*� e-IZ.' IM W3 r N N N N r C - 12609 5� - 1260 - c:; c T _ c� + + _ W [-- 'ti .. T F- Lr? 00- P oq , Nom/ r - _ m ' • I N -., Q �� •-_ LoLo ..y L O P - i ] _ 'C- T - _ j 1255N - "`�'co 4 r 4 A004 1255 -------1n _�____ __ ju __-----_ - --_------- ------- -------- -------- - - - -- ml cx I rco —-- ---- QI - + Y _Ell Q ---`--- . Y - T ... J LL - + 1250 - ' . �- T- r N 0 1250 Q - LCi C13 CV P -. T M N LCS LC] dlun _ C7 CV CV N _ - - LL - 0 - Y N_— ` CL "' "c 1245 _ ..r 1245 8+00 8+50 9+00 9+50 10+00 10+50 11+00 PROFILE --- - CNST�UT�N NaTE - REMOVAL NO REMOVE EXISTING A.C. PAVEMENT . ' PAVEMENT, lkMIN- )3 REMOVE EXISTING CURB AND GUTTER a �' ; '^ `'- I M. • '- '- �' ► L" ~ `�- c v �� MATeH NG CONSTRUCT-- 8" -CURB AND"\OUT1ER PER- CITY"OF-FONT`AN[A t, - '4 REMOVE EXISTING TREE o _ I = cc7 '`` o o Ln ,,; Lrn 00 - «�' d �? 1 STD. DWG NO 1000 REMOVE EXISTING A.C, CURB ,1 ,, l , e ��..�� b� �' CCU F- LL U u J F- N N I - u- \ �- N L� NIt Q -.J i� d a�)I X F- \ 'y w , OR M; I� 14 PROTECT EXISTING UTILITY IN PLACE � LTJ REMOVE EXISTING MEDIAN CURB X ,�; 1 L1 cr)c � [D d- p N [Li �-" N r ,w-; K) 1- '0 0! CR i o m ; Ln t 00 Op Z rn Ln I�j . oo r.,-;, o N 17 SAWCUT EXISTING PAVEMENT 12 REMOVE EXISTING CURB RETURN ACCESS RAMP ,,_R/ 1z _ _ — _ . _ — _ _ .._ O Lo in Lin d �% ` �' i + �'.�, — N .C� `+ Ncr) '* Ln Ln �' CN + L:) + U-)'•7 r i + U - CD N o N `D cv " 18 RELOCATE EXISTING CPUC STD, NO, 9 VEHICULAR GATE (BY OTHERS) cn £ u '�'_---__--------_—__—_ R/W CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DWG NO 1000, NOTES: • SEE INDEX CP -03, SHEET #9 FOR . .. .. I��I. _ ANGLE POINTS TO HAVE 1 H I . CURB EIGHTS VARIES BASED ON GRADING PLANS, PEDESTRIAN IMPROVEMENT PLAN,I �.--� 17} �J CONSTRUCT ROCK INFILL, MATCH EXISTING TYPE PER DETAIL 3 ON G-06 .� EXISTING TRAFFIC co SIGNAL .�. , :: 17 5 .::.: i • 4 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. 2. RAILROAD SIGNAL CONTRACTOR TO BACKFILL RAILROAD SIGNAL CONDUIT TRENCH, TO . �. SEE INDEX CP -03, - A D- P�L NY NO., 100 CIVIL CONTRACTOR !1253.57 FS) :... ::.::::::: ;:::::::.:..:..`. :::: ; .. • HEET 9 FOR DETAILS c� '5 CONSTRUCT ASPHALT CONCRETE TO MATCH EXISTING I , , - JON EX : -. •:... .......:. 5 .....:::::::: SEE DETAIL 1 HEREON FOR 2C GRIND AND OVERLAY A.0 PAVEMENT E PER DET A"" ON G-0 2" MIN. 6" AC 4" A.B.W OVER MINIMUM. CIVIL CONTRACTOR TO COORDINATE WITH SIGNAL CONTRACTOR FOR EXACT STA 8+00.00 SEE DETAIL FOR 3 ..5.......:.:. .; ... .....; 1 HEREON 0 ..:.. ,.:..:.... ...:.....:.: MEDIAN IMPROVEMENTS - - ,_ . >,_..._, _, TRENCHLOCATION. d 1 7 N 85 292.852 MEDIAN IMPROVEMENTS .. ,...........:..; . ; ,. , , , ....::.......:..:...3.......18. ..... ,.........' :::: SIERRA AVENUE CENTERLINE c E.. c o E6732495.574 +0 +60 +80 9+00 +20 +40 +.Q: :.17 .+$:C; ;: ;: 1 :.:. :.:. ::+Q :.1.: .:+AQ:::.::::: ; +6fl +8Q 1 +p0 +20 +40 +60 - .� :� N n- ao C.> rn Go v to �► u v v ,-. ad U RECORD DRAWING c NO 48'21"W Ln 25 .. ,..: 1 :::::::........... .. ....... 17 5 ..:: ::.:::., : 25 Ln, STA 11+00.00 u y - N - U- xLn�, d-rin �ao� r;�� eco Ln - co x�I., a t LL . L� �- 18n N1857592.899 '-'�' L'° , Q0 CD ' �- ca �; rn N ? rn N �co "Lri4��� ©��a�'.� 2 2 2 2 Z�Ln AS=BUILT f-- Ln X ao .... ° N I\ E 6732493.071 + ao Ln Ln � Ln Ln �+ Lrn Ln + Ln Lrn p + N + + + + cv fp W _ ,-- Liz - C37 :� C-4 N C]S N N o N N © N N U Jr- WATER IN n z M A .. ... `-' 17 5 .:: ` :_::.:.::::: ,�, ._ :.. . CNV J LN Fes- LCL 17 5 > :.:: ,� I— w GAS IN 14 ; . . ::: 17 5 N C-4 X N cq 14 N AME Casey Miyashita COMPANY: SJD&B, Inc. u _ X cc N s2 .................:.:..... ,..:...... � i ` :......:...:..:._:....:..:..:.:.:..:.:..: :..:.....::::::...: :..:.. © w ao ::....:...:: oti `�: r- c14 `� e i e E ►� z�Lnu- 5 .........,.......:Ln...; .....:. Q N cry , ...............: ...:.... r� ►i r�i Z Ln Ln Ln .....: LO LO + NN r ... Q - c� Y r SIERRA E R R A A N U� 1 i 1 SIGNATURE: DATE: 5/4/18 STORM RAIN cn ; 5 .:. .•. ... ... .. ... .. .. .. .. .'. .•. .• ... r ... .' .'. .'. .'. .'. .'. .PP'. .:. .'. ... 5 t ,. ::.:.. ATH AIN i 9 B C �: 14 ,. .: .:.....:....... 14 millL 0 -. R/W [V I - N °' 14 EXISTING TRAFFIC SIGNAL 17 2 2 2 2 17 9 rt , r- ` I Ln D U ._., �- } I I `r'- Ln `� cr°, r r •�. cLw v k k 1 4 2 0 4 8 7 # � SEE INDEX CP -O2, SHEET 8 - F- .�- H Edi.. Fl-' L4- l,-- Lbw_. C� L� d F R 4 , 1-- cr_ _ ! C'. © �c� _ F` FOR PEDESTRIAN IMPROVEMENT c� PLAN x oo Lai N Ln Ln CN Ln C N Ln cn •d- wn cxac3� roCJK) CD cqor? x C „ _ " Z CITY TO COORDINATE Iasi -.4- �i LC} a CD I Lr) rrj �" as C) ur o w� cfl VERTICAL SCALE= 1 -4 Lu WITH PROPERTY OWNER J I� Ln "�' d- Li v �, Ln CV cy I- Ln Li �- J I i— Lo -i- LCi d' Lii d: z co Ln 00 Ln Ln rn Ln Ln + Ln In + Ln Ln N + Z � '� N SCALE APPLICABLE FOR FULL SIZE ONLY �w �Y� �. �� d F- W LC) \ + + NCv NN CD C14 C:) CN r _. Q) r- r C77 r r w- r- r a ^^ r Oar' � r w . EXISTING SCE CABINET `rn.- 1 °a N Ln Ln � ��R �� CN cd c n t o N ro to) MEDIAN DETAIL 20' 10' 0 ,�Q' 4(}' N o EXISTING SIGNAL HOUSE N o N `L CP -01 SCALE' „ 1 = 10 HORIZONTAL SCALE, 1" = 20" \ I� 50' 1 k 50 SCALE APPLICABLE FOR FULL SIZE ONLY 6 PLAN MAINLINEAI INDEX NO; CP -01 Qz w SIERRA AVENUE (CPUC � 101SG-49.10, DOT # 026145L, MP 49,10) uc REV. A Q TI eEwsiaN DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED Yg PREPARED UNDER THE SUPERVISION OF; CITY OF FO NTANA, CALIFORNIA SABEFORE AIWWWVVVVWVVWVVM e ISSUED DIAL TWO OR IN08-31-2016 �` - I O R B 1 D IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHAWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE ��};GRADE � �s� � JACOBS' rYr A; a8'` Jr CROSSING DRAWN BY- L, PALMER PEDESTRIAN IMPROVEMENT PROJECT sc�E: SIERRA r4VENUE AS SHOWN '- LLJ N•.,. a _j UJ +• " • YOU DIG You DIG TOLL FREE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH ,Ye t, a / Opt , I�,� DESIGNED BY, L. PALMER CHECKED �Y STREET IMPROVEMENT PLANS DATE: 07/O$/a6 AP R DRAWING NO.: ' 0 U W w m z -800-227 - 2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT, _ _ .__ KEYVAN PIRBAZARI, P.E, K. PIRBAZARI DATE.. 16 I ENGINEER% 5l}LI