HomeMy WebLinkAbout1855-S CONSTRUCTION NOTES & ESTIMATED QUANTITIES
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# SIGNING & STRIPING IMPROVEMENTS UNIT QUANTITY
U-) z 40 STENCIL TYPE IV LEFT!RIGHT ARROW PER CALTRANS STD. DWG.NO.A24A EA 20
`" - - 41. STENCIL TYPE VII LEFT/RIGHT ARROW PER CALTRANS STD.DWG. NO.A24A EA 2
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// '-' " • - - - ." _., _ _ 42. STENCIL TYPE VI ARROW PER CALTRANS STD.DWG.N0.A24A WITH 30m(98')SPACING EA 2
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EXISTINGm 43. STENCIL"BIKE""LANE"PER CALTRANS STD.DWG.NO.A24D WITH 3 m(10')SPACING EA 5
EDGELINE STRIPE v 3 5 PROPOSED CURRM -&"•GUTTER ROUTE 30 EASTBOUND
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rC pw� 45. INSTALL DOUBLE YELLOW MEDIAN PER CALTRANS STD.DET.29, DWG.N0.A206 LF 1,347
53 59 TYPE W81 46 INSTALL 10 cm(4")SKIP WHITE LANE LINE PER CALTRANS STD.DET. 12,DWG. NO.A20A LF 50
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47 INSTALL 10 cm(4")SOLID WHITE LANE LINE PER CALTRANS STD. DET. 12,DWG.NO.A20A LF 100
EXISTING DOUBLE
59 TYPE W81
YELLOW STRIPE ,�,
4 � Q 49 45 45 49 ,� 48 INSTALL 15 cm(6")SKIP WHITE BIKE LANE LINE PER CALTRANS STD.DET.39A,DWG NO.A20D LF 353
E 1:5 MEDIA 49 INSTALL 15 cm(6")SOLID WHITE BIKE LANE LINE PER CALTRANS STD.DET 39,DWG.NO.A20D LF 1,167
EXISTING ' ++ ::W- E --+ -_ 59 TYPE W81
EDGELINE STRIPE 1 49 1:40 TAPER -- - FLARE
:� o v 43 48 ^ 59 TYPE W81 50. INSTALL METAL SIGN POST PER DETAIL THIS SHT. EA 3
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Co r v oo Co - �`�_ 54 ^ v
50 51. INSTALL TYPE"K-1"MARKER PER CALTRANS STD. DWG.NO.A73A EA 2
53 55 ^ + 45 -�`\ 52. INSTALL R10(RT)(ONE WAY)SIGN PER CALTRANS STD. EA 2
40 53. INSTALL R26(S)SIGN PER CALTRANS STD. EA 21
W 59 TYPE W81
Q 54. INSTALL 20 cm(8")SOLID WHITE CHANNELIZING LANE LINE PER CALTRANS STD. DET.38,DWG. NO.A20D LF 908
! ~' 49 18 4 O 55, INSTALL R81 SIGN PER CALTRANS STD, EA 5
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4 -1- *O-0 56 INSTALL W74 SIGN PER CALTRANS STD. EA 1
} SOUTHERN c ALIFORMA EMSON 49 53 ,Q' 57 INSTALL R18-1 SIGN PER CALTRANS STD. EA 6
o _& 45 �\ 7Lb- x� 58 INSTALL 20 cm(8")SKIP WHITE LANE DROP LINE PER CALTRANS STD.DET.37B,DWG. NO.A20C LF 183
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53 \ � �°�' � 59 REMOVE AND RELOCATE EXISTING SIGN AND POST(SEE PLAN FOR TYPE) EA 8
so�y j 54 60. INSTALL R7 SIGN PER CALTRANS STD. EA 2
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O 4 ' 40 �Q'v 61. REMOVE EXISTING SIGN(SEE PLAN FOR TYPE) EA 1
OPARCEL MAP NO. 15781 �\ 54 O� 62 STENCIL"SIGNAL""AHEAD"PER CALTRANS STD. DWG N0 A24D WITH 9.1 m(30')SPACING EA 1
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X� PROPOSED CURB �k,
HIGHLAND A VENUE 5 53
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45 "' �F I A;
43
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53 55
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V 40 �.`� PROPOSED CURB & GUTTER
Golventzed steel oor,forming wlbt
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40�ti�� A.S.T,M. A245, Grade C and A.S.T.M. A123 5/1 er-J I, -
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40
60 51 50\'\� a 4 b
5 53 / % '6Zii X0,9 61 TYPE R63 PARCEL MAP NO. 15781 '"T� T L 5/16'47 \sr� ( oma P, DE I AIL A
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54� 55 I n _ 2 7/1 Ir
4 f�� aF �� EXISTING STRIPING °'
59 TYPE W11 7/3t Dtk ROLES 5/1 d-J T'S
40`\ 43 �c 72' SEE DETAIL A 1own
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PROPOSED CURB ,
5 53 ti ` ol'now�L I 1 7/1 O'
o`° �'� e0- PROPOSED TRAFFIC I,
150' STORAGE SPACE 40 a^`� 6 Q4yT , 5� ` Looe ice/ 151n 3Jm 37m 37m 3.7m 3.7m YAR 3.7m 37m 3.7m 15m
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PROPOSED CURB AND GUTTER 5 <5'> <12'> <12'> <17> <17> Of> <12'> <17> <12'> <51> sP/16'
54 I -�� 7/1C L L 7/1 gr
�fy 5 4 PROPOSED ELEVATED MEDIAN 1.5m A A
TYPE W41 59 4 >
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ON A-A
58 6 50 - 1n Metal Poet W be as ehor+n woept
TYPE G28-2 59 i 55 53 58/ that m1nor varfattons In design and W\ - 49 I m nelono will De permitted to C7
_ J meet monWactumm stondor+de. Q
ST\-�, -_- H 8 r_STRIPING(PING i % 3 STINGJ
\ SPS v -- E! 50 51 60 I FULL ��� EXISTING STRIPING �k 9K for Type P object mcAer do 36' for Type K object marker >
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PARCEL MAP NO. 15781 5 49 40 - �y
45 --_-+------- 50 METAL SIGN POST
10(1' � � NTS Q
EXISTING f'
100,__4
"- _ EXISTING TRAFFIC STRIPING �❑
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LOOPS ( fl300
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HIGHLAND AVENUE
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55 + Iplli£S,3.4m 4.0m.. 3.4m 3.4m 3.4m 43m-.' _J
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EXISTING STRIPING
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NOTES NOTES CITY
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I V W DESCRIPTION OF REVISION DATE APPROVED: z
03 PROTECT EXISTING CURB A GUTTER IN PLACE 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY
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THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS AND STANDARD THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT y _
® PROPOSED RIGHT-OF-WAY SPECIFICATIONS,TRAFFIC MANUAL,MAINTENANCE MANUAL AND STANDARD STRIPING AND MARKINGS. Q O ` ' I ' CITY OF RANCHO C
M EXISTING RIGHT-OF-WAY PLANS AND CITY STANDARD PLAN NO. 133. UNLESS OTHERWISE APPROVED OR G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD
DIRECTED BY THE CITY ENGINEER. SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 ML THICK(WET). I j SIGNING & STRIPING IMPROVEMENT PLAN z
10 PROTECT EXISTING CURB ONLY IN PLACE INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO
2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. H 'G H LA N Q AVENUE Q
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INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE �q d
LEGEND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(LAST EDITION)AND THE INSTALLED IN ONE COAT AND BE 10 MIL THICK(DRY), UNLESS OTHERWISE NOTED DAY CREEK ILLA - PARCEL MAP N0. 15781 z
FOLLOWING PROVISIONS: FOLLOWING PROVISIONS Z
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A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT,WEEKENDS OR /STA. 16+23.584 TO STA. 20+69.208
PROPOSED STREET LIGHT (S.A.E.)UNLESS OTHERWISE NOTED. HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE >
EXISTING SIGN LOCATION(TYPE PER PLAN) B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE SATISFACTION OF THE CITY ENGINEER. DRC 2001 -00638 1 ROW 2__0.02-01424 00
REMOVED BY WET SANDBLASTING J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH
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FULL C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES,IN ACCORDANCE GRAPHIC SCALE APPROVED BY DATE:
REMOVED BY WET SANDBLASTINGWITH CITY AND STATE STANDARDS. CITY ENGINEER RC E N
.
EXISTING FULL SIGNALIZED INTERSECTION o Eo zo 30 +o _
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O D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN
BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY �\ r --- DESIGN - RECOMMENDED
J L CITY OF RANCHO CUCAMONGA _
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...... _-...- _..-. ._ M O R f! 1770 ledfi7l Aw. r '
EXISTING TRAFFIC LOOP E ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL TRAFFIC ENGINEER. B.J.B. _ w"r 750 V A�
BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS IN METERS ) BENCHMARK NUMBER 1638 DO[ICM Wice'CA 97514
3. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STD.DWG.NO.401-B. rte: 949 251-0521 0-
1:500 ELEVATION : 1297.297 DRAWN _�, tf ,�„0�,: FAX: 949 251-0516 SHEET Cn
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PROPOSED TRAFFIC LOOP 24' EAST OF Q ETIWANDA AVENUE B.J.B. I PL 14,14 E R S ENGINEERS SURVEYORS 9 OF 9 C7
AND 40' NORTH OF Q BASELINE. SET - _
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BRASS BENCH DISC IN TOP OF NE END CHECKED RCE NO 52496 DRAWING N0. Z
OF 4' x 2' CONCRETE BOX CULVERT E.J.L. DATE 21 _ FILE NO 1855 0
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PROJECT SHEET NO. OF i.00/00 IMPLANS\SIF-09.dwg 11/22103