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HomeMy WebLinkAbout1452 vi N SUMMARY OF ELEVS. ON R.R. TRACK(TOP RAIL) F-: ci L': Qz °D i , . _ ! i ♦ + -. ' f Hie • s t u **a • • • . i . • • r . • • . ♦ • • s i • . ♦ • . 4 • i t ♦ 1 f r • • r t a { . .* 1 i • • t , t t • { f 4 { i i 1 V/ ; A 8 C D E F z 'b x m ({ . , r f . EXIST. ELEV. 92.68 92.73 93.02 93.05 93.42 93.45 x �0 I f ' I +$ 1 � � � f � �3 v am U o ci j-i a. J _ .. PROP. ELEV. 92.90 92.90 93.18 93.18 93.45 93.45 __ .- do T ��r-to ; i w r 1 p O V U C9 IN m� • I f �, _ _ DIFFERENCE +0.221+0. 7 +0.16 +0.13 +0.0310 M � � ; o U . � � � tY o c3 E - - E>D �0 I i a f o0 r 1 m ♦ O a - I� li 000 �X 1 _ 4ir O O n 0_ .� prj O H $ L + + ♦ k� E W a0. A� 4 tM _ , a � zNjN O O + rn h N r r • . - r1 , _. m O o OF C1JR ` t--• - - _ - i j 1095 N. C&G FUTURE TOP: of p y y 1095 N. C&G OF CURB ..�, ,-r- �.36x�♦ { J• j -i r t ; t + etlkB'8 O1fEi2S ' ? t ' 1 PFtOPOSD �IP} } ♦ i U t I E t f F- L E ; T j 5tc� Ji 1 j { . + } ' I 1 U � � o ; CjE F +0.96% ! ' \ p 1� ! +0.62% PROPOSED FLO*LI E o ! •• . z -0.64 - • _. >ta i t O ` O L _ -< # t t PSE`6 FLt� � _ _ } t �- + �RC�PO�F UP � f � r... - v v I EX ST., C. R FIL i t I � � - . n W ; L ! M I R FIE En m E S � n co ° o �; Eb ►h ao rn r _ - - - - 1095 C.L. 1095 C.L. O _ , - - �_. . + + + . i M } { M O .m _+ ♦ M i . i 1 t O f 1 r 1 + ?�' + # t f { t } # 1 } t { j t f f # f M O O Ci O 01 O r .S- t ! 1 < I O I 1 ( 00 T r I V) All ; N o o O ; ! ! ! 13i OP H W J M - oldis U #%e N� ,o a , U rn I � i o 26"1 + _ 1095 S. C&G 1095 S. C&G a - 0_a�j MN En N 01 t71 d1 OD IrO 001 O +- -. -- •- ... -_ .. { -:.+ . . .+. k t + • ; O . . 1 f '� A + } - s + N .'t ♦ , • t� �• fi.� ..•►_ . • t t t =.L .�r -. 1 t _t 4 f 1 _I i a ,i / t t + 1•- - ..♦-__ $_ _ .1 _t. +-.-. - _ J -{. .. - , .- t I 000 EXIST' o o I E>o 0 0 0 o °'o .� o rn o GUTTER LI� - -'- .46x) I 0 w t 1 { �+1•--Ir�- {+ EkISf . ! + { f # fi T ~ { t_ j . , : rn to 3- 40 l!) It t 4 t+- t +o.�sz EXIST. YC i � o 0 - _ I + .2 _ EkIS . L. V - - ' : p - - __, +- ♦ } t t Z t t - • a !`'L aWL1JE # m 4 t } ._. _ . t + �. _, _ +._. SCALE 1 t } 1 ! i f , J O M E m f LC O o o M I �, a: HORIZONTAL 1 -2O o+n aD } _ O I" Q1 .-_ .._ ___ _. _. _ do i _._ _ � � • _ _ __ __ � �� � ee �Er + o � + � _ _ . . e VERTICAL 1 -2 Ep N + �; 03 00 z U I U t70 00 RAIL ROAD EASEMENT 17+00 17+50 N 18+00 18+50 19+00 19+50 20+00 20+50 21 +00 21 +50 22+00 it PAVEMENT CROSS-SECTION o°� 18+97.23, 26.2' LT ~ TRANSITION AREA 20-� o.9 FLASHER LIGHT SIGNAL 13 G 4 10' (BY A.T. & S.F. R.R.) �x FUTURE C & G w S.D. EASEMENTOOI X 20')-sE sHT. l f = ATSF EASEMENT Io'X30# Uj U J (BY OTHERS) wM. BEGIN PROP SED C&G I FOR SIGNAL EOUIPT. 1 m w I S.D. EASEMENT ( 10 X20 )-sEE $HT. 4 > 17+96.03 R PROPOSED R N w Q N C.L. C.B. 18+82.23 CL ST. o� N &GUTTER AT EXIST. JOINT. x a + r° -18f W=2'-11 3/8" _ + �° to w: w 1094.85 TC 1093.80 TC z r\ L �o 1093.18 FL 1093.13 FL w - I I to a� EXISTING R/W 1p7z. o, a'• ;094:08 T43 L 1095:;5 TL 1095:89 TC 1 L 1095:50 T83 L - - - - - -En L , `�` - - - 31 10 1 SCALE 1"=20' 1092.83 FS 1 ! - - - - - - - - - - - - - - �- - - - -� - - F - EXISTING R/W - - CONC. C & - - - - - - - PULL:Ci0q. it ?ri M 9>;R : : : : : : (1093.84 FS) 1.3 1094.67 i : PLANKWG::w:R".R : ::::::::.::::: :::::::: . . . . . . . . . . . . . . . . . . . . . (1093.89 FS) 1 .•. .•.•.•.•.•.•. :::: :: :: .•... .,...•.. .. o : . . :::::'::: : : : : : : : : : : :::::::: :::: 2 2 I 7TH STREET N 0" !?�W ` 1Dr'W 1dW 10"W 10"W 10"W 10'W N N N 1093.70 FS) : :; 1:: :: :::;: 1S'�: : :P.::: :::::• ::I:: : `r EXISTING E.P. : : : ::::.:: :::::::::: 1093.70 FS 1094.80 FS 1095.44 FS 1095.64 FS 1095.40 FS 1095.19 FS .�. '.Lam. .i:.-:.Tr'f�' •Tt'• :'TT'- .'TT•rr'T•Tr•I"T; ' 2 1 r + ::i:I:: N 89. 52'32" W 14 ``* - - - - - - - N e w � - :;:.::� :;�:::::�:.:::�:.:. .:,,: - - - - - C.L. r,,;.;�,;.';};��. .1.-•-•-.:�:':• C.L. 8" : $"SS: : : : : : : : : ::.: $"5's.:-: : 8"ss g'ss 0 6'•ss or ss ss 17+00 +so woo:.: :::::::::::::::::::::::: : ::: . :'. : :: 'e9C : : 1t .• ::::::• ':' 00 EXIST. 18" RCP 19+50 00 20+00 0 20+50 21+00 21+ 0 22+00 1 4"G 4"G 4"G 4"G 4"G 2 . N 1093.72 FS 1093.58 FS : : 1 1 1 r N 1:: 2 1094.07 N �••! N : ;: 17+72 4: -� 4"GA6 10 31 b • 31 y - - - 2'- EXISTING R/W - - - CONC. C & G - 1 4 14.00' 19.00! - x X I �In �� 1 .� J .� 1094.55 TC 1095.29 TC 1095.49 TC ° 1095.28 TC 1095.04 TC 1093.77 TC C4 1 C.L. C.B. J o . -x x _j (n Cr-c 10 1 L (1094.61 L 1 4. 1 L J 1 4.6 L 1094. L (1093.11 IL 1 L 18+ 5 o BE RELOCATED o U_ a w v- Q w " BY SO.CAL. GAS CO. 10 ui (n N= I-En V)= N W=2 -1 3/8 I En En <V1�- rn w Qwo x o Qw 19+77t END PROPOSED CURB x N x �QFES$/0 z m w Q Ei z m & GUTTER AT EXIST. JOINT. w o Q N EGIN PROPOSED C&G,AC _j 1 v I o m � R. S)' q� CONSTRUCTION NOTES EXISTING R/W 17+87f Z I x , / ( r o �� Z BENCHMARK: "BM 116 EL. 1116.87 30 REMOVE EXIST. AC AB AND CONSTR. 0.42 A.C. 0.10 AC OVER 0.32 AC x a BASE COURSE) OVER 0.62' CRUSHED AGG. BASE. _ W y N m CHISELED SEC R.R. WARNING En iv o I EXIST. DRAINAGE No. C46867 � SIGNAL, EAST SIDE OF HAVEN AVENUE O31 CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY STD. ( �•� vi EASEMENT TO THE / >k EXP.6 SO * BY A.T. & S.F. TRACKS (AT 8TH STREET) J vi z N CITY OF RANCHO 4P), \Q• JWW - � � o I 32 CONSTRUCT REDWOOD HEADER PER DETAIL ON SHEET 6. N Q=o N P AM03 GA BK R qrF F/ CA FO�� Eno co gQ I Er I 84-94/95 / CITY OF RANCHO CUCAMONGA 33 SEE STORM DRAIN PLANS. x o 0 + ,� b w Q a-,m Er N z I PRIVATE ENGINEER'S NOTE TO CONTRACTOR: PLAN AND PROFILE 34 INSTALL TYPE III-BF SERVICE. EQUIP. ENCLOSURE AND ONE METER SERVICE. 1 w �/� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES. PIPES. AND/OR ©5 INSTALL ELECTRIC CONDUIT PER SCE PLAN. z I N I IX Y x 4- REDWOOD HEADER STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE STREET IMPROVEMENT PLANS 1 3 U WITH 2" X 3" X 18" REDWOOD RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES PAVEMENT WIDTH TO STAKES 0 3' O.C. WITH 2-16d EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE 7TH STREET 13 13' THIS POINT GALVANIZED NAILS. TRUE LOCATION OF ANY UNDERGROUND UTILITIES, PIPELINES, AND THE LIKE. AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILRIES OR DISPOSITION NOTES LEGEND FACILITIES, SHOWN OR NOT SHOWN HEREON. BETWEEN HAVEN AVE. AND CENTER AVE. 10 PROTECT I N PLACE ' PAVEMENT OR FINISHED GRADE EXIST. 26 RAILROAD APPROVED BY DATElI 7�Y 20 SAWCUT PROPOSED 4" A.C. ON 6" C.A.B. EASEMENT CITY ENGINEER R.C.E. No�.9 10 REMOVE EXISTING CURB & GUTTER DESIGN PREP THE oMeECTS� OF RECOMMENDED ❑ ® EXISTING BUILDING AD EDWOOD STAKE 9035 Haven Avenue, 10 Suite 105 5.S � G.C. sT1:vE R. n"°"rz R.C.E. c4ae67 E�XP�.N6-a�-��� �� 13 BY A.T. & S.F. R.R. EXISTING SHRUBS Rancho Cucamonga, California 91730 A.T. & S.F. R.R. PERSONNEL WILL PERFORM TRACK MODIFICATION TO MATCH 714 944-5400 DRAWN SHEET © REMOVE EXISTING REDWOOD HEADER. XXXX.XX EXISTING ELEVATION ELEVATIONS ON TABLE HEREON. THEY WILL ALSO INSTALL TRACK CROSSING y ) ( ) AND SIGNALS, ARRANGE FOR ELECTRICAL POWER SUPPLY FOR SIGNALS, CUT S.F. 6 OF 7 FULL DEPTH TIMBER PLANKING BY R/R AND RECONNECT TRACK SECTIONS TO ACCOMMODATE STORM REDWOOD HEADER DETAIL CHECKED DRAWING NO. DRAIN TRENCHING & INSTALLATION. 32 No SCALE CONSULTANTS INC CIVIL ENGINEERING SURVEYING 046067 ,[,( 5015-6.DWG $.$ / G.C. _ R.C.E. . DATE � FlLF ND. JOB NUMBER: 5015 r