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HomeMy WebLinkAbout1756 BENCHMARK ELEV: 1124.991 Servicee Alsrt 2" BRASS DISK IN CONCRETE CURB STAMPED "S.B.C. BM 00 7OLL No. 700-23 1968" AT NW CORNER OF THE BURLINGTON, FREE 1-e00-422-41 33 y NORTHERN, SANTA FE RAILWAY AND ETIWANDA AVENUE, two w�orttvriG DAYS eoIIF YOUDIC 109 FT. N. OF THE NORTH RAIL OF THE MAIN LINE, 2 FT. S. OF CATCH BASIN AND 2 FT. S. OF P.P. No. C 0-F RANCHO C LICAM-ONGA 772720E. iq I MT I I AA AV ir Pi­ _,t. t P_ AT THE RNF SPUR AN13 SCRRA (METROLINK) TRACK CROSSING I� DUTP D F 11��Will k�H 1 "T"RAM AVENUE 0 Mr- o� VARIABLE ABBREVIATIONS 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard HEIGHT CURB hog 1 4 PT ANGLE POINT Specifications for Public Works Construction, Green Book), 1994 Edition and including the 1995 AC ASPHALT CONCRETE l ( ) g _ _ - - - _ _ . �- � -� �+ - - - - - - -- -- - _- _ - - _ _ - RANCHO supplement. 1127.20 • �' a Q� 1 127.20 ANEW A AMERICAN PUBLIC WORKS ASSOCIATION NUE CU( MON�iA 2. Public and Private utilities and substnuctures shown hereon aro from available records. The 1 126.80 �F� �� ' �� °� 1126.80 BC BEGIN CURVE Contractor shall be responsible for protecting ail utilities and subst►vctures as shown within the 1 126.40 �� o� $� 1126.40 BCR BEGIN CURB RETURN 1-1 construction Fimits of this project and shall be responsible for any damage as a result of the 1126.00 -- - - ° 1126.00 BLVD BOULEVARD no �Lconstruction operations. 1125.60 �-- � - C. BENCH MARK 3. The Contractor 1125.60 C.B. CATCH BASIN (� �Ur -- - 1 125.20 -�_ CB CURB __ � �R sholl notify Underground Service Alert 1-900-422-4133 and the following utilities two � � 1 125.20 --Alli//" workingd or to construction and regarding a problems. 1124.80 - s CFS CUBIC FEET PER SECOND �, T � t� re51 9 ny ,0 1124.80 CENTERLINE 1124.40 t § t �`� c 1124.40 61) CUCAMONGA COUNTY WATER DISTRICT Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 : f'T B CMP CORRUGATED METAL PIPE Southern Colifornia Edison Co. - G Klock 909 357-6585 1124.00 u :, .•. r�.,.., � : ,t �. 1124.00 Southern Colifornia Gas Co. - EME�ENCY ONLY 800 427-2000 �` �,S�.r ,., - - r= 7 .,�. f,� , CONIC. CONCRETE Southern California Gas Co. - Transmission, -60 -50 -40 -30 -20 -10 0 10 20 40 50 60 D DRIVEWAY _ Mike Edson 909 845-0709 - E ELECTRICAL Southern California Gas Co. _ Distribution, Jim Ming 909 335-7530 5 9 +0 0 EC Y END CU vE Southern California Gas Co. Observation 760 243-6510 r lr Adelphia Cable - Paul Cyr 909 975-3342 ECR END CURB RETURN Verizon Telephone Co. - Dallas Stringer 909 469-6339 EV ELECTRICAL VAULT 1:1 El 1:1 - ,�;, Verizon Telephone Co. - Ivanhoe Robidoux 760 245-0846 FG FINAL GRADE € h Cucamonga County Water District - EMERGENCY ONLY 909 987-2591FH FIRE HYDRANT LEGEND. Cucamonga County Water District 909 483-7440 SELECTED ETiWANDA AVENUE CROSS SECTIONS FL FLOWLINE FPS FEET PER SECOND g L�LIU 6TH s, F 4, The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho SEE SHEET 5 FOR ALL CROSS SECTIONS 0 POND ear 00M G FINISH SURFACE � � - - / 01 Cucamonga Fire Department and any affected school district, 72 hours prior to construction HORiZ• 1'=10'-0 0 Q" CA9• G GAS LINE �I 4. sT�� indicating any detour and/or rood eiosurev. SCALE- GB GRADE BREAK VERT: 1"=2'-0 5" AC GM GAS METER 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) GTE GENERAL TELEPHONE 477-2740 ext. 4075, Monday - Thursday, and at least two working days prior to the construction GUTTER PROJECT LOCATION start date. HP HIGH POINT INV INVERT LATE 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any constriction or TOP OF RAIL LGT LIP OFA GUTTER MAP encroachment within any City of Rancho Cucamonga easement or rights-of-way. LT LEFTSCRRA L �Q� MED MEDIAN Har To �E 7. During the construction operations Etiwanda Avenue may be closed to all lanes each direction. SCRRA M.H. MANHOLE F R/w M.T.A. METROPOLITAN TRANSPORTATION AUTHORITY 8. A 1126.40 -- - - �� 112640 permit shah las obtained from the City of Rancho Cucamonga prior to any construction or �_ .� . M.W.D. METROPOLITAN WATER DISTRICT encroachment within any City of Rancho Cucamonga easement or rights-of-way of any work. All 1126.00 o - 1126.00 WILY NORTHERLY discrepancies shall be -0'22 0 �`� 1 125.60 PCC PORTLAND CEMENT CONCRETE INDEX repo reported for direction immediately to the city. 1125.60 � '� 9. The Contractor shall familiarize himself with all underground utflities, PRC POINT T REVERSE CURVE 1 125.20 � � _ __ 1 125.20 �� �� rg pipes and structures, and shah 1 124.80 - QA FLOWE CFS UNE 2 TITLE PLAN take sole responsibility for the repair/replan ement, at no cost to the City, for any damage to said 1 124.80 ( ) RC RELATIVE COMPACTION underground utilities, pipes and structures. 1124.40 - 1124.40 3 PROFILE AND DETAILS 1124.00 RTP RIGHT CONCRETE PIPE 4 STORM DRAIN PLAN AND PROFILE 10. Contractor shall verily aH conditions and dimensions shown on the plana at the site prior to -60 - 0 -40 -30 -20 -10 0 10 20 30 40 5 60 1 124.00RTE TE 5 CROSS SECTIONS commencement of any work. All discrepancies shall be reported for direction immediately to the Cfly. SANBAG SN BERNARDINO COUNTY ASSOCIATED GOVERNMENTS 6 SIGNING AND STRIPING 57+ 20. 26 ( TRACK) SBCFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 7 TRAFFIC CONTROL PLAN 11. On the date and at the time of the submittal of the Bidders Proposal the Prime Contractor shall S.C.G. SOUTHERN CALIFORNIA GAS COMPANY SCRRA SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY posses any and all contractor licenses, in form and class as required by any and all applicable S.D. STORM DRAIN laws with respect to any and all of the work to be performed under this contract; Including but not S'LY SOUTHERLY limited to a Gass "A" License (General Engineering Contractor) or a combination of Specialty Class STA. STATION "C" licenses sufficient to cover all the work to be performed by the Prime Contractor in accordance ST. STA. STREET STATION with the provisions of the Contractors License Low (California Business and Professions Code, Section ST STREET TB 7000 et. seq.) and rules and regulations adopted pursuant thereto. 8 CURB B SIDEWALK TTOP OF BERM 12. Construction In (MEDIAN) TC TOP OF CURB anticipated to begin July 15, 2002. T.F. TOP OF FOOTING T.G. TOP OF GRATE 13. The Contractor shall coorldinate and phase his work to conform with BNSF, SCRRA, and 9CGos 6Ge �° 41 o� TW TOP OF WALL schedules. ► k �s SCRRA W WATER •.'�.0 WILY WESTERLY .'`� �6 ° WM WATER METER EXISTING SURVEY MONUMENTATION 112 0.15% - _0.24% 112600. WV WATER VALVE See note on sheet 3. 11255..660 01125. 0 1125.20 ---- --- --� s� 1125.260 1124.80 Yom. , .� � , F . ;� f t '. 1124.80 ------ BASIS OF BEARINGS 3�; .r n �� , _ s>. , . , ", "V, �, THE BEARING OF NW210360E ROCHESTER AVENUE PER TRACT 7047 AS SHOWN ON A PLAT RECORDED IN 1124.40 h / 1124.40 4 � BOOK 82, PAGES 48-51 OF MAPS, IN RECORD OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS 1124.00 1124.00 THE BASiS OF BEARINGS FOR THIS PLAN. 1123.60 1123.60 i SOUTHERN CALIFORNIA GAS GENERAL NOTES: 1123.20 - 1123.20 1. THE CONTRACTOR SHALL NOTIFY SOUTHERN CAUFORNIA GAS BY CALLMG (760) 243-6510 TWO WORKING 1122.80 1122.80 DAYS PRIOR TO THE START OF CONSTRUCTION. 1122.40 - - 57 00 1122.40 1 1122.00 1122.00 2. NO MECHANICAL EQUIPMENT WILL BE PERMITTED TO OPERATE WITHIN THREE HORIZONTAL FEET OF THE -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 PIPELINE, AND ANY CLOSER WORK MUST BE DONE BY HAND. STREET WORK CONSTRUCTION NOTES STREET WORK CONSTRUCTION NOTES (CONTINUED): DRAINAGE CONSTRUCTION NOTES STRIPING NOTES: crnr 11 CONSTRUCT 8" CURB AND 24" GUTTER PER CiTY STD. 104, DETAIL A2-8 19 INSTALL LAWN AND IRRIGATION TO MATCH EXISTING 11 CONSTRUCT 17'Wx6'-2"H PCC HEADWALL PER CAI-TRANS STD. D89 11 PAINT DBL YELLOW MEDIAN UNE WITH TYPE "D" MARKERS PER CiTY STD. 133 DESCRIPTION OF REVISION DATE APPRDVM. 2 INSTALL MARATHON 2 SOD AND RESTORE IRRIGATION 20 GRADE EARTH TRAPEZOID CHANNEL PER DETAILS ON SHEET 4 22 CONSTRUCT 39" SO 1500D 22 PAINT 4" SOLID WHITE UNE WiTH TYPE G MARKERS PER CITY STD. 133 33 CONSTRUCT 5" AC OVER 6' CAB PER CITY STD. 100-A 21 INSTALL CROSSING PAD AND RESET TRACK TO GRADE (BY RR) 3@- CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336 3a-- INSTALL SIGN ON POST PER CALTRANS STD A73A & A73B, TYPE PER PIAN C� 0F RANCHO CUf'A ONGA 4 SAWCUT 22 INSTALL STD. NO. 9 AUTOMATIC GATE-TYPE SIGNAL (BY RR) 44 CONSTRUCT 30 SD 1500D `J INSTALL SIGN ON POST, TYPE PER PLAN CITY STD 401-8 5�- REMOVE 23 INSTALL STD. N0. 9-A AUTOMATIC GATE-TYPE SIGNAL WITH ADDmONAL 5�- CONSTRUCT 21'W CATCH BASIN, LOCAL DEPRESSION, MANHOLE AND PAINT TWO-WAY LEFT TURN LANE WITH TYPE "D" MARKERS PER CITY STD. 133 TITLE SHEET RELOCATE FLASHING LIGHT (WITH BACK FLASHING LIGHTS) ON CANTILEVER ARM (BY RR) PROTECTION BAR PER CiTY STD-S. 300, 304, 305, 307, 310, AND 325. `:J PAINT 12" SOLID WHITE LINE PER CITY STD. 133 AND CALTRANS TRAFFIC 24 CONSTRUCT H CURB (A1-8) PER CITY STD. 104, DETAIL Al-8 MANUAL FIG. 6-40 A AVE. GMLV% L$PRME Cr_ CONSTRUCT 21' CATCH BASiN WiTH PROTECTION BARS AND LOCAL 6 CONSTRUCT MANHOLE NO. 1 PER CiTY STD S 318, 324, AND 325CMM) DEPRESSION PER CiTY STD'S 300, 304, 305, 308, do 325 25 INSTALL 1" SH 40 PVC CONDUIT FOR FUTURE IRRIGATION L=8.67 NOTE: H=3 77 REPAINT RAILROAD CROSSING LEGEND PER CALTRANS STD. A24C a- CONSTRUCT UNITED ACCESS CURB PER CiTY STD. 105-C 26 MODIFY GATE ROLLERS TO FiT NEW GRADE 77 CONSTRUCT DOUBLE 4'-0"W RCB CULVERT PER CiTY STD. 315, V=12" 8 PAINT DOUBLE YELLOW CENTER LINE PER CITY STD. 133 AT THE BNSF S'Pl AND SCRRA (�IETIZOLN�C) TRACK MMM 9a- CONSTRUCT 8" THICK PCC DRIVE APPROACH AND SIDEWALK PER CITY STD. 27 CONSTRUCT 3'-6" TALL TUBULAR STEEL FENCE PER CiTY 88 CONSTRUCT 6' CHAIN LINK FENCE ON HEADWALL PER CITY STD. 607 99 REPAINT EXISTING STRIPING SOUTH ( WHITTRAM AVENUE 101, TYPE C STD. 608, DOLOR AS DIRECTED BY PROPERTY OWNER. O- RELOCATE 10 INSTALL MARKERS (SIGNS) PER CITY STD. 406 10 ADJUST TO GRADE 28 CONSTRUCT BARRICADE PER DETAIL "A" ON THIS SHEET 10 RELOCATE (BY OTHERS) 11 GRADE DIRT DRIVE AND COMPACT TO 9576 29 RESET CONCRETE PARKING STOP APPROVED BY: ! DATE::..-1 _- :i, � {G' 12 CONSTRUCT 8" PCC CURB PER DETAIL "B" SHEET 3 AND CITY STD. 104, DETAIL A1-8 `0 0.10' COLD PLANE AND 0.10' AC OVERLAY SoPESS/ CITY ENGINEER ,�_ . ��( ' '� /. RCE: 24953 13 CONSTRUCT COBBLESTONE HARDSCAPE PER DETAILS "B" AND "C" ON SHEET 3 31 CONSTRUCT PCC STEPS PER CITY STD. 600, W=4', T=12", R=PER PLAN, p Ati RLPARE „ 14 CONSTRUCT 3" AC PAVEMENT OVER 4' CAB C=6", AND S=PER PLAN o CSB CITY OF RANCHO CUCAMONGA 15 INSTALL 24" BOX OLIVE TREE PER CiTY STD. 502, LOCATIONS TO BE 32 PROVIDE 24" BOX OLIVE TREE, LOCATIONS TO BE COORDINATED WITH THE - No. 24953 - - COORDINATED WiTH THE PROPERTY OWNER AND CITY INSPECTOR. PROPERTY OWNER AND CITY INSPECTOR. n M050o sole CENTER DRIVE W I W RANCHO CUCAMONGA, CA 91730 SHEET 16 CONSTRUCT CROSS GUTTER PER CITY STD. 106-A ew Exp 12-31-05 17 RELOCATE WATER METER PER CCWD STD. NO. 2 `�,� CIV1A- * nCSB 1 of 7 18 CHW CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN `w _�`iF�/ R.C.E. NO DRAtlYlNG N0. . I CONSTRUCTION NOTES (CONTINUED); CONSTRUCT 8' CURB AND 24• GUTTER PER CITY STD. 104, DETAIL A2-8 BENCHMARK ELEv: 1124-.991 22INSTALL MARATHON 2 SOD AND RESTORE IRRIGATION Q2 BRASS DISK IN CONCRETE CURB STAMPED S.B.C. BM No. 700-23 1968' AT NW CORNER OF THE BURLINGTON, 33 CONSTRUCT 5' AC OVER 6" CAB PER CITY STD. 100-A NORTHERN, SANTA FE RAILWAY AND ETTWANDA AVENUE, SAWCUT 109 FT. N. OF THE NORTH RAIL OF THE MAIN LINE, 2 FT. S. OF CATCH BASIN AND 2 FT. S. OF P.P. No. 5 REMOVE {, 772720E. RELOCATE CONSTRUCT 21' CATCH BASIN WITH PROTECTION BARS AND LOCAL DEPRESSION PER CITY STD'S 300, 304, 305, 308, do 325 r 88 CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105-C thoftp,ouAd 99 CONSTRUCT 8' THICK PCC DRIVE APPROACH AND SIDEWALK PER CITY STD. Smvicw AIwt G } 101, TYPE C Cal- 7OLL FREE 1 10 ADJUST TO GRADE 1-e0D-422-4133 MATCH UP TO EXI TING 11 GRADE DIRT DRIVE AND COMPACT TO 95% T'rM0 WOMM DAYS 80MIK YOl1 � STA 57+64.83 ETIWANDA AVE. - ' f - EDGE OF PAVEMEN 12 CONSTRUCT 8' PCC CURB PER DETAIL 'B' SHEET 3 AND CITY STD. 104, DETAIL Al-8 CE BNSF SPUR TRACK % r r> , 13 CONSTRUCT COBBLESTONE HARDSCAPE PER DETAILS *B0 AND C ON SHEET 3 STA 57+20.26 ETIWANDA AVE. 2+90.58 Ct SCRRA MAINLINE TRACK ,Ai 1 i � ,/moi •� /_��1 4 1 14 1 1 z r� 5W1 Y SC 0 STA z w o w w 1 1 58+82 Li X 74.38' PAVEMENT z 1 1 w m _ 1 6 MAINTAIN A 12' - _ a 6 7 ACCESS LANE AT ALL ����� o z_ U TRANSITION FROM 25 LT w01� i TIMES 5 - r �r wti`'h o Q z TO 30'RT m < LL: 1 0� Z 5 z t N C) Q J If) > J �? o m 0 o -, Z - W ? -m r ` , m I Com cr >oD — w t 1 a - + a z � Z c9 � Y Mo 6 o J � r + � + tr - p % Ui' /" � { 9 t UNm R=5" '`' ti� 10 26 29 `r' }} � 00 � � �'' `? c� ' cv cy �� 11 � F Li VERIZON N a ml I i z '' s'1 00 j � k �,, 24 S=3' 24 �`� 28 5 o �ry _ rn _ w rn w o UJ w o 00 z : w r cel za' 3U + 24 v) N + Jp + off > 0 T --5 ,,rte- J r� 0 c? a 31 0 � z + > - ; m c,f----- '��� a� z co in w `�' 6 6 1 �� /�� a r+ mai zz 27 27 _ �n > > � w � c�o � w + > i �� i) z zv /� 10 t t + inti - o ' ,00� R 130' R u� Q w t 1 m + �+ t op Q w 4 z X66 /i �\ z_ z Z ago w Q ' �n m ,"v� t/ 1� + i 11 li t �tl m 18 ': @p C7 � R/w �� m"CLJ ui N Q 00 ; r 5: t 1 5 t EXISTING CUR@ GR DE � t� 1 /� -Y +� I 5 32 1 TO R U . 4 6 4 co z m t 1 u) ct� Rawer - 1Z LT _ 1. S 2' 2:1 T t _ _ SPG - } _ e L - t `9�r`= :Q)VER CUR , il, ._ 9) - - - c> - - - --- - - > 10 L BY 3 \ } - 9 - -- - rt,,- - N 1 2 1 - - ol f� - .� 12 / I 12 00 4 w - e � ,13 -P M 10014 (TO _ F o 4 1 3'W ATE 1� v cv 4 R (y I' 14 17 � �, X BE RE t OC D 1 E 1n"1�A A � v _ - � . ._ � cls � SURVEYOR) . 4 N00 1 36 E 1 A r y ,, A._._ _ N00 21 36 E �— - r o ,� 56 . i F'1�OPCS E C3 x, 22 '' IL r E3Y . l3 al , ) URA,IN \ x X N 6 STORM X _r �Ri; 5 11 l 5 (SEE SHEE-1 7) cr - Cn a r — - - _ - t1 t t A L . _. • w _ P� — — — J i - 0 0 3 5:1 1 I � � c � f ! ' ! •��/ 5:1 m _ 1 �? � zo> - 1 t 5:1 i 1 ' I r w ° m 1 Uw 30 wo 6 04' Q 1 t / �� RIw RIw 1 i RAIN , F I Q ,�' 260.25' 0- LL z an + w R ��? 1 r 5 I U J 20 a-1 v j f v ui � Z �O m Q� o� +� \ 2ilka a T ui U co n iL' m w a Q a T; 1 ,q In +- c� o r� o \ 6 w ��� w 0, s a Ljr) � � �� - t Z coif r � o � z \ \ \ o ��0 3 � 6' + � U(0 bi3z o \`� r� z +� n in + � ► `nom' \ \ 5 v 19 18 15 ry SCE oVo "'Z 15 4 LA - LO m cel `nom r � `nom a z U U In o f v Q R o 14 �' U SCE J w - z C� W a ti 0 � � � � N WPJ AT 4' d < o > o o j m I— �` 25 SPACING 9 Ix a .� w � J U r x / d00 of z W ZO WIL Ln 9 U I_ 5 Q 7 to a U x -_ SIGNS TO LLJ - CRY YARD - . 5/8' GALVANIZED CARRAIGE THRU 1 =20' BOLT WITH NUT AND LOCKWASHER - (2 ASSY'S. PER POST) WRAP WITH „ FOAM TO PREVENT CONTACT MATH50 A 'HIGH EARLY STRENGTH CONCRETE" SHALL BE USED IN 1 CONCRETE GROUT I THE INSTALLATION OF PCC DRIVE APPROACHES. THE CONCRETE SHALL BE CLASS 660-C-3750 WITH NOT 4'XI2-x20•LG PRESSURE MORE THAN 3 PTS. CALCIUM CHLORIDE PER CUBIC YARD TREATED WOOD PLANK OR AN APPROVED ALTERNATE. "° SPLICES CONSTRUCTION NOTES (CONTINUED): 14 CONSTRUCT 3m AC PAVEMENT OVER 4' CAB w ` 15 INSTALL 24' BOX OLIVE TREE PER CITY STD. 502, LOCATIONS TO BE COORDINATED WITH THE PROPERTY OWNER AND CITY INSPECTOR. 4 16 CONSTRUCT CROSS GUTTER PER CITY STD. 106-A DESCRIPTION OF REVISION DATE cmr PROVM ELEVATION 4 17 RELOCATE WATER METER PER CCWD STD. NO. 2 1 18 CONSTRUCT 4' THICK PCC SIDEWALK, WIDTH PER PLAN 19 INSTALL LAWN AND IRRIGATION TO MATCH EXISTING C� OF RANCHO CUCAMONGA I 20 GRADE EARTH TRAPEZOID CHANNEL PER DETAILS ON SHEET 4 = _ 21 INSTALL CROSSING PAD AND RESET TRACK TO GRADE (BY RR) PLAN �j 22 INSTALL STD. No. 9 AUTOMATIC GATE-TYPE SIGNAL (BY RR) 06' x .25' WALL STEEL PIPE• �' 23 INSTALL STD. NO. 9-A AUTOMATIC GATE-TYPE SIGNAL WITH ADDITIONAL GROUT FLED W/CONCRETE. �- Efl`WANDA RADE CROSSING IMeED61ENT IN •is'x 36• DEEP FLASHING LIGHT (WITH BACK FLASHING LIGHTS) ON CANTILEVER ARM (BY RR) AVE.• CONC FOOTING i 24 CONSTRUCT 8- CURB (A1-8) PER CITY STD. 104, DETAIL Al-8 4 25 INSTALL 1' SH 40 PVC CONDUIT FOR FUTURE IRRIGATION ^-� STA 56+00 To so+oo 26 MODIFY GATE ROLLERS TO FIT NEW GRADE P� )FESS/ PLAN VIEW LEGEND: 2 CONSTRUCT 3'-6" TALL TUBULAR STEEL FENCE PER CITY ��O �� J. �� PORTLAND CEMENT CONCRETE �► ��, = APPROVED BY: DATE: ��, %,t, L STD. sob, COLOR AS DIRECTED BY PROPERTY OWNER. CTTY ENGINEER f .� ,. ,L L{,( c�. - �/, 1 �•_ f, - RCE: 24953 NEW ASPHALT CONCRETE 28 CONSTRUCT BARRICADE PER DETAIL "Am ON THIS SHEET o No. 24953 ® REMOVE ASPF�1lT CONCRETE 29 RESET CONCRETE PARKING STOP Exp. 12-31-05 01 t�ESJ(;xt AN PREPARED BY 30 0.10' COLD PLANE AND 0.10' AC OVERLAY ! CSB CITY OF RANCHO CUCAMONGA 31 CONSTRUCT PCC STEPS PER CITY STD. 600, W=4 , T=12 , R=PER PLAN, �, CIVi� �j►� 10500 CIVIC CENTER DRIVE C08BLESTONE HARDSCAPE �' f� RANCHO CUCAMONGA, CA 91730r BARRICADE C=6", AND s=PER PLAN CSB 2 of � A SCALE, NONE CONCRETE RAILROAD CROSSING PAD 32 PROVIDE 24' BOX OLIVE TREE, LOCATIONS TO BE COORDINATED WITH THE PROPERTY OWNER AND CITY INSPECTOR. p.E� ME m DRAWm N0. ® COLD PLANE 0.10 AND OVERLAY 0.10 FAIN. JAp �W t� � V._15 °I 75 6 T �W i Cli ♦ W N I I • mv m I T r� r3iN O�j vo a.( ,i m ^ ♦ [q N O 7 'N Z rj (AM 0 C IO� N L. S M S I I Z rnAO A � RI �z - U 31 � ; C', I o f o og n J r- W I �iCD N ^ I r;n N m CDM 4 00 Fn VIP Nco Q _. . ....... : .. ,. ._�:._ : f. ... �� �, rn 64 U �Z m C m �' �► ' n . 7C N .06 y N { N o a) o / ; Ln c 56+74.25 , ` . 56+74.25 v rn 5+ BVC: 55+95 5 0 c� 25.80 TC 25.80 TC N + c a• c n 1 1122. 2 TO � �'' N a 112 .03 FS JAI < oz � o � w g� v rn a) 9 i '9 N _. _ - 0ODo co 00N > X wQ 11 6 FS v -i Rt 0 > 0 cn» '" 57+00 'T' v D 6+ D 5 + D 4. .: g D 1 ..., v �' 26.10 TC 1123.61T D D 1123.70 S 1 Z3.61 � 4 57+08.13 crj,_.... . 26.09 TC 7, 26 1 1 TC ' ' N I N L" Okft O o N I � _ RC: 56+43 : A - - RC: 56+45 RC; 56+45 1124.45 T 57+32 1 57+3 .38 5 1 FUTURE 1 24 46 FS 124. o 26 05 TC m c. 26.03 TC � - ;... _.._.: ..:_ . _._.; . _� _ »~-.. . _ _._: . ..' -i _ _ 3 I f ! o � I � 1124 4 FS o �.. _ y F , OL Z _. . 0) f_. ., ._ +69. ANG. r q . � Z N 57+53.23 y D p56+15 'po , o 7 D Q ... .. ..►. �5fi 12 T .�, ._ r 81 TC .. / _ .' I it 125.36 TO � � 1129.35 TF 11 5 19 FS z , `"' v N � I N - - - cn o tri �► � «. e cn 1 r�, CO ,--, - 57+76.47 5 7+ ,,.. � .__ �- _ ....._. _._. , .::- - __ ,. ___.__.. ..--- , ._ _ 5125:42 � .. .__ _ F END pOE�T10 0 . 25.68 TC r END PORTION F VC: iv 56+98.86 1 25.82 TC o r 25.70 TC + o v TC BEGIN U. . _ ._ ,::,. _. g p c.r 1 ::. 57+ 57+0 .8 11 .4 _ T 1G n XEI 57+11,65 11 5. EV'C: 1125 43END CURB RANS.o � END CURS TRANS:L. ;.. __ -.. r�i ca � STA 57+14 5 11&5.45 FS ' A 57+11.8 1 t2s; f F4 AC PAVEM OF MAIN U� TRACK '00 8+03.35 ^ NT o OF MAIN 1 # s57 ..._ OF, MAIN M SU a o_WA_�85TbFt' 5.5 7 TC o w l J "'P'�OF'�RAU, p l _ °4 RML. EL 1125 2 « �{ - - 112'5.43 f _ ,a_.. 58+04.03 GB A :57+27 26 11 5.43 FS STA 57+25.86 1125.5 STA 57+28 5. 1125. o n n Z � D v'. 25.56 TC � _-,-- #--.1: _. FS �F ENT D 0z CUB nom u' 8+19.83 4.88 LT rn STA 57+ 65 112 .79 TC 8 IM ..._. • A r- r- 8+19.83 ( * & 5 r �1 m � 25.47 TC 25.49 TC Q g8 U -� -i - '0 t I 86 25.74 TO �' o o o 1 .12' LT S _..._A ... ,. ..._..., ..._. ..- 1.., cos 57+38. 1 Z '+ �, Sal + 57+57. x.. 1.12 I = DrZT1 Z T. ow n o N _ f 8�1 f5 G �. 57+55.8 12"3:42` cn o m r Or WW'LINE STA 57+56 TOIr � _.___... __, (n N v' z n -a •• IiA�EC Tit 0 o c> 7 o C"' �- 57+65.80. 112 .76 o Z . `.. STti � CURB rt. OF' MAINZ TRACk q Q 57+ 1- CB _a__ .F__ TRANS..TRSANS 11 N 112&1 t. , GB AC PAVE _ «.. rm*i STA 7+66. 3 1124' .91. T F L STA 57+71. M. 11 .11 FS 8 OF MAIN LIN TRACK Sffi4_; � 7-95HO.7 CD bw 1. 1 O7+7 so TC ! 0 CURB TRANS. 124.70 _.. _.._ .L - - �.. .. FS GB AC AVEM 7 00STA 58+29 1 STA. 50+00 + g 1125.11 C 1124.97 w o ... _._ FL,/LG :. .F_ ;_ .L. ._- *.__ 112.4.58 TC I , BEGIN CUR TRANS. +i STA 5'7+93. )7 ; TC - o END CURB cGo n w 3ch58±25 rr .: .«. ..,_... _ . 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Z rn z _ • n""' 60+00 i EVC: 50-00Az 60+00 EVC: +C-M 1127.06 C 22 N m 1127.11 TO 22 L rn EV'C: 11 649 FS 1 .86 TC 3WRTF 11215.1 FL 22 t� -.: b r. r. � � X1.12'6 Tc l�:,. n _ m mC: 1 Q n ca w ()O /!� � 1 20 A V� O C W C' rn �1 I c O M D r1 I �m z �=ZZ Z n I r m 00o o Q = Z I D</0 0 I 0 1 0 rn + I i Z Q � O 0 I I I o i ICA N V) v4 � ws RIW 1126.80 - - - _ 1126.80 1128.80 1128.80 1126.40 - - R�0 G - ,�F - - 1126.40 1128.40 �`'� - 1128.40 1126.00 1, o �� - - < 1126.00 1128.00 - -- ,�� 1 128.00 - 1 125.60 1 127.60 1125.60 ��ti �� �ti� �� - - h'` - 1127.60 1125.20 - '. 1 .0696 - 1"089 �, 1 125.20 1 127.20 - _-_ - - f 1127.20 1124.80 - 1124.80 1126.80 1126.80 1124.40 r ��� c9 1124.40 1126.40 1126.40 1124.00 A .4 ",� a ,� z s .x: >_z , c1124.00 - - ." �Y�,� . .�_ + _. _.�. ��. _. ° xs a: 1 126.00 - _ 1126.00 1123.60 5 g 0 � L 1123.60 1125.60 60 -50 1125.60 1123.20 ' 1 1 I 1123.20 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 20 30 40 50 60 40 �CRftA a �0 1125.60 - R/W 0.389 - _0.72 e ;KCb ,���,Q� R/w 1125.60 1125.20 � �.'�� �6 �.'�� �° 1125.20 1124.80Z -"� `� S• 1124.80 1124.40 - EW" j Y �- [DENOTES FU1t1R ] � D E (( - - -- j�, 1124.40 1124.00 -- r. _ _ 1124.00 f v +�� �G R/w 1123.60 I I I I i 1123.60 1128.00 A •� 0 �� 1128.00 1123.20 l 1 1 I 1123.20 1127.60 0 � �� - - �� � 6°' 1127.60 -60 -10 -40 -30 -20 -10 0 10 20 30 40 60 1127.20 _ 1127.20 57+ 50 _ 1126.80 - 1126.80 1126.40 � - . _ ,h .��'��i' � 1126.40 1126.00 - �' ,;�, __' 1126.00 1125.60 , 1125.60 TOP OF RAIL -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 �„ scm 60+00 1126.40 h��� F - - 1126.40 1126.00 -� 1� o -0.22 0 �,�� '�6 1126.00 „ 1125.60 1125.60 3 AC OVER 1125.20 � -. . � 1125.20 4" CAB 1124.80 1124.80 1 124.40 - - - 1124.40 .ti�O - _ - - - - _ - - - -- --- 1127.20 `O - - �, - - ° - - - - 1127.20 1124.00 - - - - -60 - 0 -40 -30 -20 -10 0 10 20 30 40 5 60 1 124.00 1126.80 h o 5d%) `�� _2.6$� - 1` .��. 1126.80 - - - - 1126.40 57+20. 26 (METROLINK TRACK) ; ;26:00 - -2.999 �� �'�� - - - - --_ 1126.00 o s 6- 1125.60 linir >t� °9 125.60 8 CURB 1125.20 s � '. ' • , _' 'f z 1125.20 1 . cO (MEDIAN) 1124.80 l M '. - 1124.80 0 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 9cmh�6G� �k�� ��� ���`� ��659 + 50 1126.00 0.15% -0.249 - 1126.00 1 125.60 ,S 1 125.60 1125.20 -�- -"� 1125.20 1124.80 , �,. r r y _"a'6'CroL'tt��i..:J.�:'4h �'4' -i V� .�'iY r AY : r d 1124 8a �o� VARIABLE 1124.40 - - 1124.40 HEIGHT CURB 1124.00 �- -- ---- - __ __-_ __.- -- - , `' + -- ---- _ 1124.00 �o R� 1123.60 1 123.60 - R/W ���• i 1127.20 _ _ _ _ �. , �, _ _ � - - - -_ �� _ 1127.20 1123.20 - - - - 1123.20 1126.80 F5 �ti 1126.80 1122.80 1122.80 - - . 6 1122.40 5 7 ©0 1 122.40 1 126.40 y " �'`� - o® -- _ 0� 1 126.40 - - 1126.00 ,y 1 126.00 1122.00 1122.00 1125.60 - � � -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 - _ - � ' 1125.60 1125.20 - - - `� , -- 1125.20 1124.80 s, 1124.80 G� 1124.40 G1124.00 1124.00 1 124 40 �1 (� 6�5 1 124.00 R'M► ti� 6� �Q a� a� R/W -60 -50 -40 -30 -20 -10 0 10 20 4 50 60 1124.80 ��' 0.889 -0.8 1124.80 59 +00 1124.40 �` �� ----`---- "�_ S� 1124.40 1124.00 1124.00 1123.60 UrWl rY tii` _....TZ c' j r r " a ,At= 1 rr X" Y _ 1123 60 ,�� I - �s.� Y 1123.20 1123.20 - - --- - - 1 122"80 1122.80 „ RB 1122.40 \ 1122.40 U „ 1122.00 - - / - - _ - - - - - \ 1122.00 AND 24" R/W 1121 .60 l _ _ 1121 .60 1126.00 - - 1121.20 / _ - - _ --- - _ - -- - 1 121 .20 1 125.60 �� .4 1126.00 1125.60 1120.80 1120.80 1125.20 - ` _ �• - 1125.20 1120.40 1120.401124.80 � 1 1124.80 1120.00 _ 1120.00 1124.40 - A R8� - 1 124.40 1119.60 1 1 19.60 1 124.00 - 56 50 1 1 19.20 1119-20 r � _ ,,Y .�r � = '-s�='� '��s�� � �'- �3=�s��:� y �3 - - 1123.60 �• c 112400 1 123.60 _ ,�,.�;a, � � . ,. . -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1123.20 _ 1123.20 1122.80 1122.80 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 [DENOTES FUTURE] 58 + 50 [DENOTES FUTURE] DESCRIPTION OF REVISION DATEMy ,M. CITY of RANCHO CUCAMONGA 1 123.60 ��'�°b� � • � - �ti� ���. 1 123.60 1123-20 ` `� ��ti h� 1 .439) (-1.109 �` `� 1123.20 1122-80 1 1122.40 1122.80 r j 1122.40 CROSS SECTIONS s .,l rr_S,[r`t - OEM y� - 1122.00 x�r44 - - - 1122-00 1121 .60 1121 .60 ETIWANDA AVE. GRADE CROSSING 1121 .20 _ - - - 1121 .20 1120.80 1120.80 53+50 TO 58+00 1120.40 �- - 1120.40 1120.00 - 1120.00 LEGEND: r r 1119.60 _� BY: DATE: 1 1 19.60 PORTLAND GEMENT CONCRETE -Q�tOF � CITYROEN�GINEER ( , �L( l,-.t u - ( t �! RCE: 24953 1 1 19.20 - 1119.20 i �p ��'M J. l PLAN PREPARED eY. 1118.80 56 -00 1 118.80 C.A.B. ��,t3��, Er asp' DEWIM REDOMMMED 1118.40 1118.40 NEW ASPHALT CONCRETE ti = m CIITY OF RANCHO CUCAMONGA No. 24953 S= -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 W m 10500 CIVIC CENTER DRIVE SET URE IMPROVEMENTS Exp. 12-31-05 RANCHO CUCAMONGA, CA 91730 HOW: 1"=10' CSB 5 aF 7 SCALE VERT: 1 =2 `�� CIVIL NOmkwm HIM ---- JAD ori FILE mo 95-15 1756 KEEP ACCESS TO T ` DRIVEWAYS OPEN R,iN d — — — — EMWANDA AVE :_# T A,, o Q — — — u I IC2 4a Cis 01) -- — r cxca — \ _- 41 - - e -9 AM'�N-�a � r �,!MiT C2 a ria ara 4 _ 40'reo k r xr EASEWNr w '0 44, NA -A §TR �T WORK SITE ��` WHITT`R4M AVENUE ' SCALE 1 "=60' LJ > Cl Q ��P Q ETIWANDA AVE. AT 0 ,�� DETOUR RAILROAD TRACKS — Q AHEAD CLOSED C Z � DAT TO DATA W af af USE DETOUR Y J W _J � U BACKGROUND: ORANGE REFLECTIVE (TYP.) FOOTHILL BLVD. C2 ROAD LETTERING: BLACK (TYP.) C1 CLOSED SPECIAL Oct 400 �-r �� C3A ROAD CLOSED AT -� C5 (LT.) C-1 TT AC-1 ARROW RTE. ROAD CLOSED ROAD CLOSED RAILROAD TRACK SPECIAL A— 450 FT. AHEAD TO 900 FT. AHEAD — SPECIAL B SPECIAL 'C'.C. i rC3► •) 0 HITTRAM AVE. LOCAL TRAFFIC THRU TRAFFIC LOCAL TRAFFIC BNSF SPI�E�1A a1 ONLY ONLY METROLINK SPECIAL C ETIWANDA AVE. S� e C5 DETOUR C5 DETOUR C5 DETOUR C5 (LT.) � N ci (LT.) (RT.) (U) 6TH ST- - -- -- C5 (RT.) 7r- 05(U) END SPMAL Oct SPECIAL Oct C5 {RT.) -L N.T.S. C� DETOUR 4TH ST. C5 (LT.) T C5 (RT.) IC-1 SAN BERNARDINO ST. 4'x8' CDX 3/4" PLYWOOD SIGN PAINTED ORANGE WITH 6" BLACK HELVETICA LETTERING. LINE SPACING SHALL BE 3". TYPICAL WORDING SHOWN, EXACT WORDING SHALT_ BE AS DIRECTED BY C-1 LL C-1 C1 THE CITY. SIGN POSTS SHALL BE 4"X6", WITH 36" (MIN.) 400' TO EMBEDMENT BELOW GRADE. C7 INTERSECTION 7 10 FREEWAY i MGM; U WANDA AMU ® WORK ZONE AT RAILROAD TRACKS ♦ DETOUR ROUTE CLOSE VICINITY MAP & DETOUR R 0 UTEH-1 TYPE III BARRICADE WITH FLASHING �N ( TE, TO (DATE) NOT TO SCALE Tr- USE ALTERNATE ROUTE CONSTRUCTION NOTICE SIGN PER DETAIL 'C-1', INSTALL 200' f FROM INTERSECTION T SIGN ON 4- X 4- WOOD POST. GWERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL PROMULGATED BY THE 1. THE CONTRACTOR SHALL INSTALL THE SIGNS 7 DAYS PRIOR TO DESCRIPTION OF REVISION DATECITY CALIFORNIA JOINT UTILITY TRAFFIC CONTROL COMMA1TM CONSTRUCTION. 11P T PROYM 2. UPON COMPLETION OF THE WORK, THE SIGNS SHALL BE 2. CITY OF RANCHO CUCAMONGA CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE IN(:oNVEId1ENCE AS POSSIBLE TO REMOVED AND DISPOSED OF BY THE CONTRACTOR. ABUTTING PROPERTY OWNERS AND COMMUTERS. 3. SIGNS SHALL BE FIELD LOCATED WITH THE CITY INSPECTOR 3. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC. TRAFFIC CONTROL PLAN 4. ALL ADVANCE WARNING SIGN SHALL BE PREP AND OF STANDARD SIZE. 5. BARRICADES, DELINEATORS; EflWMDA AVE. GRADE C A) RUBBER GUIDE POST TUBES, ORANGE IN COLOR, WITH WEIGHTED BASES OR SANDBAG RINGS AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND GRADE — E F SS cormNurnr. �//i� I I I I �!����! �o ►,� �• �� B) TYPE I OR TYPE M BARRICADES MAY BE USED, IN LIEU OF OR IN ADDITION TO THE RUBBER GUIDE POST, AT THE DISCRETION OF THEI I I I �,t ��. �'E ti APPROVED BY: DATE:- �/ 2 7/C, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WFIERE WORKERS ARE PRESENT. I I I I h '� < <' CITY ENGINEER - _ .� L L t L ' ` L� RCE: 24953 C) FLASHING YELLOW BEACONS, TYPE OB' SHALL. BE USED ON ALL C1 SIGNS AND ON ALL TYPE III BARRICADES. L J L -J W � Dpi P,AN PREPARED BY DED No. 24953 It I'I• THE PROVISIONS OF THIS TRAFFIC CONTROL PLAN SHALL APPLY UNTIL COMPLETION OF ALL PHASES OF THIS WORK, WITH IN THE PUBLIC R/W. EXP 12-3Jos \* CONSTRUCTION NOTICE SIGN C,V, cse cCTY 10500 of CIVIC CENTER RANCHo DRIVE cucAMONc>�► 7. ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. DETAIL �'of DRAWW RANCHO CUCAMONGA, CA 91730 SHEET C- 1 SCALE: NTS -_ - CSB 7 of 7