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Home My WebLink About167 -- -�-_ - .-.:_-,.,., .. ,.-..m•,,.,-,--.• ..: ._ ,- -•-•;,..._.¢.-w.,.i<•., ,. .., .. a R_-•. ., -- — — - - ., , .. .-. -- ... .'.-++r.+.. . .,+,r .r .YT'.:tT'.^"?'^. _ _Px" S,fz,.x-...T.'^T".+,4:: -.... ..-y .....::...-,W'-.;F'.J+F.,Y."'y'V'T .• .•r•- .. -+^�"^.'-.� _ .: \. INDEX F _ �� SHEETS TS , . . , ,� : �r �� . � � x F' l i I" 6. Yt ae '� y .. a v t -ri W SHEET NO. I TITLE PAGE Q , SHEET N0. 2 PLAN PROFILE O Y, SHEET NO. 3 DETAIL SH . EET . 0 co SHEET NOS 13 CROSS SECTIONS STATE STANDARD PLANS (Applicable Standard Plans Attached to Special Provisions) Zi rnc �, IAVFN NVENI IF s AT DEERCREEK CUCAMONGA AREA = ,D NO. 405750 AE `.0. H04378 F t i 1 i PROJECT AREA BASE i � � -Q I \ H RCH - --+AVEN - _ -t I . . AVENUE- FOOTHILL BLVD. w \ \ \ \ w \ \ \ \ ' Q a \ \ \ \ ARROW a ROUTE \ \ \ � PROJECT ARE-A A EA ATCHISON AND SANTA F Y \ \ COUNTY OF SAN BERNARDINO O N \ APPROVED BY �y (� > z w_ CO Y NGI EER RCE 8495 AT V rr W W I z Q Q 0 SAN > BERNARDINO = AVENUE w ONTARIO MOTOR _4 O SPEEDWAY > AS B U I LT Q VALLEY BLVD. NO CORRECTIONS THIS SHEET f INTERSTATE w Y. J _J VICINITY MAP i ` NO SCALE LIMITS OF PROJECT � 3 NO SCALE _. . . .:.. 4. ._ .- . _.-. .. ...,,., .: Y ... ... -.-.. .. \ -a-mow ..-q..,r .•...ra-.•++s<.y ,. ;-n-..,.-- _ _ IJW O M n, 1 �'— � X LA I W +1 Q I 00 F— N U p A •W M �� N \ N1 W N cm5 + Z Ct Q N EXIST . TOE LT- —_ i' V' cn(Li IV) w 0 !! EXIST. FL NORTH WALL FL NORTH WALL LT. TOEI�- L0 I 0 0D O X � L!� W O I� 00 X U1 U'\ + + F— O N + (14 W m + N W N .D ,p m: F— a 00 t1 Q ,< I _ o T. GN D @ CL v' o� v, — F— w cn v _ —— — --_ -- cs' ____ — CL CHANNEL SURVEY FL @ CL EXIST. R . C. B . V) L' -_ _- - +0.89% @ CL R . C . B . +4%± _.___� GRADE CHANNEL BOTTOM TO MEET EXIST . @ STA. 4400 12 4 Of N N X CZ L(1 +1 W p EXIST TOE RT. � � • � O + N L!� W U N I` W + W a � — — — — — — — — a2f + cn i `n " x — — — — FL SOUTH WALL w EXIST FL SOUTH WALL `- RT. TOE -NJ B .M. - FD. CHIZ "O" H .W. i CULVERT, S.W. COR . HAVEN AVE . & CHURCH ST. ELEV - 1254 .972 .3 HOPI, 10 VE T. I 4' 1 +00 2400 3t00 UTILITIES: EXIST REINF, CUT EXIST. RCB TO �V + �.� G = SOUTHERN CALIFORNIA GAS CO. EXPOSE EXIST, REINF, PLACE EMBANKMENT�P� -- �' MATERIAL IN ERODED AREA. S = CUCAMONGA COUNTY WATER DISTRICT / p � / 1-11 END EXIST. RCB IMP 23 3' / --A.C. 6:1 PLACE EMBANKMENT CULVERT 42" _ MATERIAL - o `� ��QV� 15.86 ' LT_ CONST. STA. 2+22. 32 AL 2 /o ER _. PARAPET SQ' 24 RT. IMP 51A . 129+ - A.B. :s. . •.:e,4,.o . a,: ,��5 ��4' REMOVE & SALVAGE PLACE ANCHOR BOLTS IN V O S.B .CO . F . C . D . UGfi� WING WALL FOR STATE STD. CULVERT TOP 2� � �F� ----5��1T�ppl-- TYPE 11 METAL RAILING •rte— TYPICAL SECTION OVER CULVERT NEW REINFA ,� /� / INSTALL 10 L. F. 18 " CSP NO SCALE . / / SEE DETAIL SHT. #3 �--� SEE DETAIL "Y" SH • , -�- - --- - - - - - - --- - - NOTE: FOR CHANNEL 0001 p' STA.2+3i C� CONST . SEE PARAPET DETAIL SHT . #3 1� CONSTRUCTION DETAILS CONST. EXPANSION PLACE ANCHOR BOLTS IN SEE SHT. #3 �—42" JOINT . IN WALLS & PARAPET FOR STATE STD. STA.2+00 D EXIST. R .C.B . / TOP PER STATE i TYPE II METAL RAILING ' / SEE SH #3 SECTION A-A FOR DETAILS __—_— STD.PLAN D83-3 — — — _ — — _ __ —_ _ _ STA. 3+03 .4 / CONST. 10' x6 ' TRIPLE BOX (L CHANNEL SURVEY`*'� N 35°17' 13" E �� ;;,.` CULVERT PER STATE STD. PLAN DEER CREEK E • 2 D82-1 (STRENGTH CLASS 111311 ) - CONSTRUCTION 3 GENERAL NOTES: CL SURVEYSTA.0+00 iI = / S — s- --"--"— STA. 2+81 . 13 CONST. I . DETAILED RIGHT-OF-WAY MAPS / CL CON ST. STA.2-+00 / - -- - - --- - - - - - - —'- - -- - - - - - - - - - - -� ARE ON FILE IN THE OFFICE OF /14.65 ' RT. CONST.STA. 1+79. 39 = FACE OF HEADWALL �� • p� / 24 ' RT. IMP . STA. 12 + THE COUNTY ENGINEER , 825 EAST / � '• �_ /// 8 64. 29 14.65'RT. CONST. THIRD STREET, SAN BERNARDINO , � — CALIFORNIA // •, / STA. 2+60. 52 r- 2. NO PORTION OF PROPOSED WORK — — ------------_ —.�.`._�. ---_ -- --- EXTENDS OUTSIDE OF THE RIGHT- 0001, — P �P�ti��0� Q6 `\� OUT PARAPET FOR SEE DETAIL "Z" SHT. #3 SEE FILE NO. 405750 AE 78-77. / Q • L ------ TYPE 8 BRIDGE APPROACH OR GUARD RAILING PER S G kb0 OvLO Q�� oo . STATE STD. PLAN B1 i- lop ,_•_�_ -- ------ —___— __� — -�— �— 0 X G. NOTE: WINGWALLS TO BE TYPE "B"' STRA I GliT-PER STATE STD . PLAN JOINT PP# D84-2 . TYPE 11 METAL RAILING & AS UIL 13775E TYPE 8 BRIDGE APPROACH GUARD B • Q RAILING WILL BE INSTALLED IN 0S FUTURE BY OTHERS. �0• VP NO CORRECTIONS THIS SHEET m �, F PLAN PROFILE Dws No. to a = 10' FIELD BOOK REF. F. B. 11- 2 239 COUNTY OF SAN BERNARDINO W. 0. NO. ROAD DEPARTMENT H04378 HAVEN AVENUE ROAD NO. DESIGNED BY L W A7PROVED BY 40 5 7 5 0 AE DRAWN BY . �►� AT DEER CREEK LIMITS CHECKED BY 'T OUN YJ, N I - 78 - 77 RECOMMENDED C MMENDEDBY }{�/� ,V CUCAMONGA AREA i MARK REVISIONS APPR DATE ASST ROAD COMMISSIONER—ENG'R. AUENI SHEET 2 of 3 I AAA i II WINGWALL & FOOTING PORTION OF EXIST Ii STRUCTURE TO BE 8 REMOVED FOR EXTENSION `', 16' MIN 6" " I I) ADD #4, TOT. 4 5N FUTURE MEDIAN FL - QPM W I 2611EXIST A. C. ADD #4,`�= X12" Q ADD 4 TOP OF DECK "°': �� WALL 0 # U,TOT. 2 STUB 10 L. F. 18" CSP FOR* o;° oD'- a ;°;a;° -` '9 a ;aa .ate; �'' q',,:o; a,,o:� FUTURE MEDIAN DRAIN 1 : 1 I _ . , �� Lo a �'va' `"�• j'.. FUTURE - 1 0 GALVANIZED 2 - #6�<x 6 ' -0" .Y: — — — — — — WELDED ANCHOR 1 TOT .4 _ EXIST. AGG .BASE 1 : i M + _ — — s I NORTH EXTERIOR WALL 6"R 0 CD — MIN COVER END WITH „ I` I�—'�'� p 3/4"x 24"x 24'' v s° /�� DECK ADD #4 (�], TOT .2 EXTERIOR PLYWOOD _4 °-- _ -- _ /' •- CD • - „ PARAPET LA - I 611 (ON SKEW) WELD �NORTH EXTERIOR WALL X NOTE: EXIST. A. C. & AGG. BASE REMOVED FOR I DETAIL 'Y ' J4 CONSTRUCTION ACCESS SHALL BE 42" . ..;•Q;.4- a ' -1i. :a' _ ' d: RPL CE WITH: I SCALE: 3/4'I=1 I _OI • a,e • . � .� ,o.•. �• E A D ( 1 ) 0 .25' TYPE "B" A. C. TO 20' RT. CL IMP . ANCHOR DETAIL (21 :0 .50' CLASS 2 AGG . BASE TO 43' RT. CLIMP . FACE OF STRUCTURE SCALE : 2"=1 ' -0" 6 - PARAPET CONSTRUCTION ACCESS DETAIL ELEVATION SECTION 13 - 13 - - - a•,p 1 SCALE: 3/4"=1 ' -0" q J o DECK - 1 " 0 GALVD.NIZED , 00 ADD #4, TOT. 3 MEDIAN DRAIN DETAIL WELDED ANCHOR I SCALE: 3/8"=1 ' -O" 6" 3" °' - - - - - - - -� SOUTH EXTERIOR WALL = _ REMOVE EXIST . GUARD 9- 1 GALVANIZED ADD#44p X12 RAILING & PARAPET v'.6•. FL-OWLI NE WELDED ANCHOR SALVAGE GUARD RAILING 11 .- ' EXPANSI ON •SOQ BSN JOINT EX�SCABLE ANCHOR WINGWALL & FOOTING REMOVE EXIST. CONC. STRUCTURE & EXPOSE EXIST . REINF. STEEL. PLACEMENT DETAIL SPLICE ALL REINF. 40 DIA. MIN. r NO SCALE EXIST . TOE SLOPE 1 DETAIL 'Z ' END CHANNEL CONSTRUCTION & MEET EXISTING STA.4+00 SCALE: 3/4"=11 -014 CONSTRUCT CHANNEL Q•e-..a:�;,:.�.:,a• �•-�=• -- EMBANKMENT AT 11: 1 SLOPE +3rt CONSTRUICTION 4 END R . C .B . EXTENSION CUT LINE & i CONSTRUCTION ,.' ' �— J 0 IN T f— EXIST. CONSTRUCTION `� NEW CONSTRUCTION PLAN 2�" 2 3/4" EXCAVATE CHANNEL SCALE: 111-20' 11 AT 11: 1 SLOPE -TYPE 11 METAL RAILING ANCHOR? BOLTS PER STATE STD. PLAN 811 -41 CHANNEL DETAIL o.'-ra : v:: •9 •.� #4 n e 18" MAX . #4 CONT , TOT. 6 U� TURE d_ o CONST. JOINT \ STRUCTURAL VARIES 0. 84' -1 . 39' SECT .BY OTHERS - #4x1 '-0" @18" MAX . I 1250. 53 1250.80 - -:¢. a-:�v- . :o=p°o;_ " '•° • �~ � '''# • ADD #10 CONT. TOT. 4 1249. 58 TOP OF PARAPET FLFUTURE N . B. PAVEMENT #5 L_ o 9" TO BE IN PLACE ' SECTION A - A 611 - _ BEFORE DECK., CQNCRETE SCALE: 3/4"=1 ' -O" N PARAPET DETAIL _ SCALE: 3/4"=i ' -O" `_' 1241 . 26 1241 . 14 1241 .67 GENERAL NOTES: OD 0 ul o NORTH WINGWALL & o 'i FL ( FOOTING � 1 � A.C . - ASPHALT CONCRETE . 2AGG. BASE - AGGREGATE BASE�4AS B U I LT 0 _ NO CORRECTIONS THIS SHEET fTl CUT- OFF WALL • SOUTH WINGWALL & 1237 . 14 DETAIL SHEET FOOTING FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. H04378 EAST ELEVATION - NEW TRIPLE BOX CULVERT ROAD DEPARTMENT HAVEN AVENUE ROAD NO. NO SCALE DESIGNED BY Lwl �WPROVED BY 405750AE DRAWN BY �_ 3 &� AT DEER CREEK LIMITS CHECKED BY S'T COUNTY ENGINEER VATL 78 -77 r�IMEN1D�DY �� CUCAMONGA AREA MARK REVISIONS APPR DATE ASST ROAD COMMISSIONER-ENG'R. COUNTY ENGINEERSHEET 3 Of _—.3