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NIGHT PAVING ON LY1 NJ OA 4 FROM 4TH STREET TO FOOTHILL BOULEVARD JOIN EXISTING (SEE JOIN DETAIL ON SHEET 1) 0.33 33 AC STA. 0+00.00 TO STA. 30+00.00 PAVEMENT, SEE DETAIL "A" ON SHEET 1 'No. 53672 ADJUST TO GRADE F" APPROVED BY: DATE:02 z!BOLT S&W STAMPED LS 4430 PER PM 17423 us Exp. 06-30-11 a CITY ENGINEER RCE: 53672 ADJUST TO GRADE (BY OTHERS) N & TAG LS 3069 PER RS 54/2-3 0.201 SOUTH 49 r/ c IV I DESM RECOMMEENNO—M PLANE 0.33' DEEP AND CONSTRUCT 0.33 THICK AC PAVEMENT 2" BRASS CAP STAMPED wTlS R7W 1/4 14+13 LS 4430w PER PMB 212/52/53 mc CITY OF RANCHO CUCAMONGA ETAIL "A" (APPROXIMATE LOCATION FIELD MARKINGS TO BE PROVIDED BY CITY SURVEYOR PRIOR TO GRINDING 10500 CIVIC CENTER DRIVE SHOWN ON PLANS, FIELD LOCATE WITH CITY INSPECTOR) WAVM RANCHO CUCAMONGA, CA 91730 SH19.7 2 oF 15 CHECM R.CZ NO WAWING NO.DATE RLE NO 92ogu T ET ITE T. �T T T T o � 1 � � N W w 1 41 o ® _. _ � _. _ __ _ _x _ 1-1 _ _ 1- gw1 1 t° �� �� �_ w O m. r x. w ,, r, ..,. _ , t.,.. .s.,.,. .e 11,11 ',a ,r r v .. < ,. + ... ,.. .., ,. : .,.0 , ,. .rr $ 'ii" R .'ten:'-Y -i „ t+ „, •x' a ,, ,- ., .,. _ - <., , r, x, "' O !� (//t�) „Y, , e:u 1111. ,, .,,, ^ ,. ....,. .. .,, , , , ._,., , "., ., ny. 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SEE MAP L AND AC OVERLAY DETAIL 4 2 6' TYP. q 7TH STREET IN THE APPENDIX OF THE SPECIFICATIONS I 7TH STREET - �ONSTRUCI�ON NOTES LEGEND: 0- VARIABLE COLD PLANE FROM 0' TO 0,12% , (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE 0 -0.12 COLD PLANE AND 0.12 ARHM OVERLAY CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) �- 0.12' ARHM OVERLAY. (NOTE: ROUTE AND CRACK SEAL VISIBLE 0.12' ARHM OVERLAY. CRACKS 1/4 OR LARGER PRIOR TO OVERLAY. NIGHT PAVING ONLY) cmr �- JOIN EXISTING (SEE JOIN DETAIL ON SHEET 1) 0.33' COLD PLANE AND 0.33' AC DESCRIPTION OF REVISION DATE� a��ovED: PAVEMENT, SEE DETAIL "A" ON SHEET 1. 4 ADJUST TO GRADE 'CrTY OF F���NCHa CU������� �D C-NAIL FLUSH, RECORD TIES TO NE AND SE (-0.05 NW} 0.02 WEST OF �5�- ADJUST TO GRADE (BY OTHERS) SECTION LINE 1397.65' GROUND DIST TO 6TH ST MEAS. (1397.87') PER PM 7731 PLAN (6 COLD PLANE 0.33' DEEP AND CONSTRUCT 0.33' THICK AC PAVEMENT FIELD MARKINGS TO BE PROVIDED BY CITY SURVEYOR PRIOR TO GRINDING HAVEN AVENUE AS SHOWN ON SHEET 1 DETAIL A (APPROXIMATE LOCATION PAVM89 � UTATION SHOWN ON PLANS, FIELD LOCATE WITH CITY INSPECTOR) 4RpFESS�p,� �o �,, sr 0 FROM 4TH STREET TO FOOTHILL BOULEVARD ,���' ��' FG % STA. 30+00.00 TO STA. 45+00.00 No. 536�a Z APPROVED BY: DATE:_ ___ ac Exp. 06-30-1> * CITY ENGINEER RCE: 53672 49 ` ,�� CIV i�- �r PLAN PREPAREt3 ��: RE ENDED °� c�ti�� __,�.�__ CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE DRAWN CHO CUCAMONGA, CA 917'30 SHEET = aF 15 CHECKED R.C.E. NO �AYYO� 140• t SB DATE HIE N0 _ 2260 . . _ _ __ _ _ _ 1-11.1_ _- _ __ . 1 BENCHMARK: 1" ROUND HEAD BOLT IN CONC CURB STAMPED "SBCO BM 01104" AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN AVENUE, 1 FT EAST OF BEGINNING OF CURB RETURN. I BM NUMBER - 10030 ELEVATION - 1160.201 ft I 1 1 I I KVL PROPERTY LINE I 40' MWD EASEMENT ROADWAY C NOTES t 1 VARIABLE COLD PLANE FROM 0' TO 0.12. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE I I CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) I �2 --- 0.12' ARHM OVERLAY. (NOTE: ROUTE AND CRACK SEAL VISIBLE EXISTING, CRACKS 1/4" OR LARGER PRIOR TO OVERLAY. NIGHT PAVING ONLY) DRI VEWA Y JOIN EXISTING (SEE JOIN DETAIL ON SHEET 1) ADJUST TO GRADE ADJUST TO GRADE (BY OTHERS) R1W �6 -- COLD PLANE 0.33' DEEP AND CONSTRUCT 0.33' THICK AC PAVEMENT AS SHOWN ON SHEET 1 DETAIL "A" (APPROXIMATE LOCATION — — — -- -- SHOWN ON PLANS, FIELD LOCATE WITH CITY INSPECTOR) NOTES: RAW 5'00 ❑ MWD MHS TO BE ADJUSTED WITH M WD's SUPERVISION. ERVISION. 00 r 42 13 N 0'30'23" W 00 E + + 12+72.95 T,RANSI TION 2 LEGEND.- �: TOP OF SLOPE 2 R1W -MH S, Q z 4 0'-0 12 COLD PLANE AND 0.12 ARHM OVERLA Y �.- cn , r , 40 x _ . vz 0.12 ARHM OVERLAY _ 33 COLD PLANE AND 0.33 AC E� E'er PAVEMENT SEE DETAIL A ON SHEET 1 Oi ,� T Rf , . N 0 � _o 46+00- 4/+QU 4b+UU 49 � PK-NAIL AT INT OF TIES PER CITY T8 5 PG 64 0.06' WEST OF SECTION LINE 0 4 �S a M 2 . 4 40� R1W 3 i t TT = , t 40' MWD EASEMENT R1W RIW 3 r l � I f ' STA 11+97.00 + SEE MAP L AND AC OVERLAY DETAIL l..R..j IN THE APPENDIX OF THE SPECIFICATIONS I (� V) Q DESCRIPTION OF REVISION DATE AciT�r PPROVED: G AV I ' CITY OF RANCHO CUCAM"OL I U I o Q LAYOUT 0 + HA VEN A VENUE r 19 R0FESS/0 4/ 9 FROM 45+ 00 TO 49+ 00 Q ` HAVEN AVENUE PAVEMENT REHABILI TA TION z -------- No. 53672 m ' APPROVED BY: DATE: , c Exp. 06-30-11 CITY ENGINEER RCE: 53672 GRAPHIC SCALEC I V 1 L- ���� DESIGN PLAN PREPARED BY: RECOMMENDED OF ca0Fo CDCallo�,�/� 0 20 /� 80 Q/� CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 S ET CDC 4 of 15 IN FEET ) 1 inch 48 ft. CHECKED R.C.E. NO DRAWING N0. I:\ENGDESGN\CBilling_pro jects\Haven 4th to 7th rehab\08 Pians and Specification s\SO4.dwg Jan 27, 2010 - 7:46am CSB DATE FILE N0800-2009-07 .2260 L -G... 50' 1 BENCHMARK: 20 30 J. I I . - 1" ROUND HEAD BOLT IN CONIC CURB STAMPED "SBCO BM 01104" AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN I Lj_j AVENUE, 1 FT EAST OF BEGINNING OF CURB RETURN. k , BM NUMBER - 10030 °; . --- I I ELEVA TION - 1160.201 ft LnC�o I :� I z ( 5+93.45 k o C) JOIN EXIST o + o + co � o rn I � I I I ROADWAY CONSTRUCTION NOTES I I I � . v �< (a— VARIABLE COLD PLANE FROM O' TO 0.12'. Q o U (NOTE.- AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE R/W � 'L�p Q CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) I I W z I- ( 2 — 0.12' ARHM OVERLAY. (NOTE: ROUTE AND CRACK SEAL VISIBLE I Y.CRACKS 1/4" OR LARGER PRIOR TO OVERLAY NIGHT PAVING ONLY) L_Lj z I o o W @— JOIN EXISTING (SEE JOIN DETAIL ON SHEET 1) + + r- 7+24.08 EC ...j r• � �4 --- ADJUST TO GRADE I 18+45.88 DRIVE B = I 18+41.48 BC I I--� �5 — ADJUST TO GRADE (BY OTHERS) 7+30.57 8TH S7REET I Q I O (6)-- COLD PLANE 0.33' DEEP AND CONSTRUCT 0.33' THICK AC PAVEMENT I AS SHOWN ON SHEET 1 DETAIL "A" (APPROXIMATE LOCATION -' (i Q SHOWN ON PLANS, FIELD LOCATE WITH CITY INSPECTOR) RR R/W �} 3 I n I 0 1 r cj:� Z II 01 � s 00 190 z LEGEND: � Ii I I I� i st I 1000 �� : I\1 N + -_ I I i %-,- CO I I R/W , n. I I ; I 'I O'-0.12' COLD PLANE AND 0.12' ARHM OVERLA Y . , i � I ( — — — — _._ _.._ _ __.. y j - ' 0.12' ARHM OVERLAY. . . , ;" __,_�.__�___._.�..___�__��____.__._.____ _ ` �� � �`� ` 0.33' COLD PLANE AND 0.33' AC ____�____________________.____ _______ ___________._-____.___ ------- 15+72.60__ cV ANGLE PT 0 N 15+00 N 0'30'23" W 16+0p x� I PAVEMENT, SEE DETAIL "A" ON SHEET 1. 11 I N 4'01'10" E '� I " DEPOT DRI VE l,ti I RR R/W - OF PUNCHED SPIKE AND WASHER LS 4430 SET IN CONIC PLUG, DN 0.1 PER CITY TB-18 PG 67 / N R W G PUNCHED SPIKE AND WASHER "LS 4430" SET IN CONIC PLUG DN 0.1' PER CITY TB-18 PG 67 ____ --_ __��_ _-_._,___ _____ _ - _ __ ____._. _.__. __ __ r ._ ,_ - _. - 1. 0 - 0 NEW TRACKS WITH RUBBER INSERT BETWEEN RAILS COULD NOT SEARCH � _ _ _ _ __ __ _ _ ,_.__ . _ _.__ I °' FOR SEC. CORNER 2645.72' GROUND DIST TO 6TH ST (2645.71) PER PM 6544 _ . -- - _- Q) 0 PUNCHED SPIKE NO WASHER FLUSH & LEANING S'LY IN LIEU OF ___ o .11- 11 C�j -1—z'_. r> "> ____ _. _�___.1 '/"__'_____�_,L_ _ — RET WALL D SPIKE & WASHER PER RC TIE NOTES T9-18, PG-66 & RS 55/94 _ ._ j _._ _ _ _< . _.__ - j_ - - � __ — - _ _ __ 1. 11 11 _ '' _ _-____ ______m._._____...__. ____.___<. .____ ___.._.__ ______ __._.._.__.___.._, __..___-<_ _______ .__.______.,_______,__ ____________.______�______,._.____-__..__.._._--___._..__ __.__-_-_._____________________._____.__-__.__.__ �"� _ __ _ ___________.___._______._.___. _.w______.____ _._ _,__ .___-___ ________.. _____..__-71 -41._.___ _ � 1I'll 11 . „ „ „ 11 ttl - ----- r ,. n . _ ' , „ S '' (' < ,`., ' < , w,,. .. ,. ,:'. , , M �11 11 5 ,., 2 ..., ,_.n,. .., x ...,r... ,, , ,.. ,.. Y b ar �>..>.*, ,., >.s,:.. ,,..-,., ,. -.... `rvf,_ .. , r ,.... �.r SCE :. - ,f , v „ MH _ 5 „ .. , 11S . „ 2 M_ I I Ii .. 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QR o� , SROM 49+ 00 TO 57+ 00 I1 I Z "` �o p, . S T <1 � : I 1. ; i �- <11 I ! + �� I , HAVEN AVENUE PAVEMENT REHABlLI TA TION No. 53672 m APPROVED BY: DATE: +tea- 10 i GRAPHIC SCALE � EXP. 06-30-11 * * CITY ENGINEER RCE: 53672 I I 40 o zo 40 so iso ►���9 C 1 V IL ��`�~ DESIGN PLAN PREPARED BY: RECOMMENDED IIIIIIIIIIIIII '•�� OF CAL�F�� I11 � i I -..�____'r CDC CITY OF RANCHO CUCAMONGA a6Q I 1 10500 CIVIC CENTER DRIVE ( IN FEET ) DRAWN RANCHO CUCAMONGA, CA 91730 SWEET# 1 i 1 inch 48 ft CDC J� OF Jr- CHECKED .001 CSB R.C.E. NO D�W1NG NO. 226 0 I: \ENGDESGN\CBIIIing_projects\Haven 4th to 7th rehab\08 Plans and Specifications\SO5.dwg Dec 17, 2009 11:21 am DATE FILE NO800-x009-0 BENCHMARK 1" ROUND HEAD BOLT IN CONC CURB STAMPED "SBCO BM 01104" AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN AVENUE, 1 FT EAST OF BEGINNING OF CURB RETURN. BM NUMBER — 10030 ELEVATION — 1160.201 ft 0 ROADWAY CONSTRUCTION NOTES 0 + VARIABLE COLD PLANE FROM 0' TO 0.12 AND CRACK SEAL VISIBLE (NOTE. AFTER COLD PLANE, ROUTE CRACKS 114" OR LARGER PRIOR TO 0 VERL A Y) 0.12' ARHM OVERLAY. (NOTE- ROUTE AND CRACK SEAL VISIBLE CRACKS 114- OR LARGER PRIOR TO 0 VERLA Y NIGHT PAVING ONLY) JOIN EXISTING (SEE JOIN DETAIL ON SHEET 1) ADJUST TO GRADE ADJUST TO GRADE (BY OTHERS) 0 COLD PLANE ajj' DEEP AND CONS7`RUCT 0.3J' THICK AC PAVEMENT 0 AS SHOWN ON SHEET 1 DETAIL "A- (APPROXIMATE LOCATION 00 0' 300, SHOWN ON PLANS, FIELD LOCATE WITH CITY INSPECTOR) 60 P LEGEND.- el 0' 0.12' COLD PLANE AND 0.12' ARHM OVERLAY 01) RIW 0 (0 0 0.12' ARHM 0 VERLA Y. ................... + + RIW TQP OF SLOPE O.Ji 15 COLD PLANE AND 0.3J' AC Q) R1W PA VEMEN I, SEE DE TA IL "A ON SHEE T 1. ni n RAILROAD SPIKE Wl CHS DN 0.2' PER PM 10008, PMB 116-47,48 �Z' 1" IP & TAG STAMPED "SB CD SURV" DN O.J' PER CSFB 40141741 L0 PON" Z77 12 f FIELD MARKINGS TO BE PROVIDED BY THE CITY SURVEYOR PRIOR TO GRINDING 11-4 A -�5 000" HA v �"j EN ' A 7�777! 0 60+00 )0 0"� 4 kH" ....... Z11 X 'I"',........./ 31- �'wl sl RIW 6 RIW TOP OF SL OPE Z. JI RIW i 01 R1w STA 11+66.00 JOIN EXIS TING V) 0 0 41 + V_ 40 40 80' DESCRIPTION OF REVISION DAT CITY APPROVED: OK A CITY OF RANCHU""N CUCAM N'GA LA YOU T HAVEN A VENUE OFESS/O+ FROM 5 7+ 00 TO 6 7+ 00 S/11� HA VEN A VENUE PA VEMEN T REHABILI TA TION :�7 No. 53672 ";0 �� I m r APPROVED BY: DATE: IV7 z cr_ Exp. 06-30-11 0 CITY ENGINEER RCE: 5j672 GRAPHIC SCALE C/v 0- �A DESIGN PLAN PREPARED BY: RECQWENDED 40 0 20 40 80 160 Ile, OF' CA,0� CDC CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE DRAWN SHfET RANCHO CUCAMONGA, CA 91730 IN FEET CDC 6 - OF 15 1 inch = 40 ft. CHECKED R.C.E. 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NIGHT PAVING ONLY) ; :1 If 00 0.33' COLD PLANE AND 0.33' AC uj 00 86tOo 8 90 JOIN EXISTING (SEE JOIN DETAIL ON SHEET 1) F�m > PAVEMENT, SEE DETAIL "A ON SHEET 1. m BOAT S V) 't7 ADJUST TO GRADE (BY OTHERS) RR SPIKE PER PM 1993 PMB 17/22 ual Z Z lau 2* IP TAGGED IS 7635* PER TR 17382, MB 328/5-12 COLD LANE 0.33' DEEP AND CONSTRUCT 0.33' THICK AC PAVEMENT IL Wo (APPROXIMATE LOCATION H WN N LAN I L WI H I IN FfAVEN VENU 4 4 DESCRIPTION OF REVISION DATE CITY APPRWED: CITY OF RANCHO CUCAMONGA PLAN HAVEN AVENUE PAVEMENT REHABUTATION ofrESS/0 FROM 4TH STREET TO FOOTHILL BOULEVARD ^111 A ^lr A Zo IA. 67+00.00 TO Zo IA. 90+00.00 No. 53672 z m APPROVED BY: DATE: 2/jL Zoo a Exp. 06-30-11 CITY ENGINEER CE: DESIGN RECOMMENDED c IV PLAN— OF ctx,%.%* 0%r%^ %0&#U CITY %wormun 4�L2 DRAWN 10500 CIVIC CENTER DRIVE SHEET RANCHO CUCAMONGA, CA 91730 7 oF 15 CHECKED R.C.E. NO MWING NO. cm DATE ME 140802=M&W 22ou I . � I . . I I � . I . . I I I , , 1 5 5 1 1 92+62.73 Ck HAVEN AVE = I � � . I t-- . 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NIGHT PAVING ONLY) I JOIN EXISTING (SEE JOIN DETAIL ON SHEET 1) 0.33' COLD PLANE AND 0.33' AC (�>- ON SHEET 1. I (�)- ADJUST TO GRADE I . (S�- ADJUST TO GRADE (BY OTHERS) DESCRIPTION OF REVISION DATE CRY g 1" IP TAG "LS 2725" DN 0.2' IN LIEU OF S&W PER PM 9345 PMB 91/27-28 & PM 6617 PUB 56/61-62 1 1 1 APPROVED: (�)- COLD PLANE 0.331 DEEP AND CONSTRUCT 0.33" THICK AC PAVEMENT 0 1" IP ACCEPTED AS THE N 1/1 6 COR SEC 1 1 T 1 S. R 7 W, SBM PER TR 17382 MB 328/5-12 - 11 IL "A" (APPROXIMATE LOCATION Q 1" IP TAGGED RCE ,CITY OF RANCHO CUCAMONGA . SHOWN ON PLANS, FIELD LOCATE WITH CITY INSPECTOR) -6 FIELD MARKINGS TO BE PROVIDED BY CITY SURVEYOR PRIOR TO GRINDING PLAN - L HAVM AVMUE I .^�� I � i 11-Po ESS/ PAVEMENT REKABILffATION I I 4 I FROM 4TH STREET TO FOOTHILL BOULEVARD " L IV %^- ^llrA 0%111A % %- ,%>IA. 90+00.00 TO Z)I& 106+00.00 0 0 -- qw. ft. &M72 :0 z 0-0. - a m : DATE: 2,/Z ,e I o w .O:p . a Exp. 06-30-11 CITY ENGINEER RCE: 53672 --- 1, * -) ----------------.01 0%, c IV %.. 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