Loading...
HomeMy WebLinkAbout1503 IMPROVEMENT PLANS FOR I Ff0 - 1 AT NINTH STREET GENERAL NOTES : I. ALL WORK SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,(GREEN BOOK), 1991 EDITION. IF 2. PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES SHOWN HEREON ARE FROM AVAILABLE RECORDS. FOOTHILL BLVD. 66 66 FOOTHILL BLVD. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES AND SUBSTRUCTURES AS SHOWN WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY i Z CITY HALL DAMAGE AS A RESULT OF THE CONSTRUCTION OPERATIONS. w w > Q> CIVIC 3. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 1-800-422-4133 AND THE FOLLOWING o Z Q CE UTILITIES TWO WORKING DAYS PRIOR TO CONSTRUCTION OR REGARDING ANY PROBLEMS. m cn g ER DRIVE SOUTHERN CALIFORNIA EDISON CO. (909) 989-5861J SOUTHERN CALIFORNIA GAS (909) 335 7712 Z w W GENERAL TELEPHONE CO. (800) 422 4133 ARROW ROUTE > _ = ARROW ROUTE CUCAMONGA COUNTY WATER DISTRICT (909) 987 2591 METROPOLITAN WATER DISTRICT (909 392 2437 4. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT (909) 989-1862 EXT.2340 TWO WORKING DAYS PRIOR TO THE REQUIRED DATE. w � W 5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT w PRIOR TO ANY CONSTRUCTION OR ENROACHMENT WITHIN ANY CITY OF RANCHO CUCAMONGA > w EASEMENT OR RIGHT OF WAY. > Q 6. THE CONTRACTOR SHALL NOTIFY THE SAN BERNARDINO SHERIFFS DEPARTMENT,THE CITY OF NINTH STREET \ —i w RANCHO CUCAMONGA FIRE DEPARTMENT ANY AFFECTED SCHOOL DISTRICT,72 HOURS PRIOR TO m > CONSTRUCTION INDICATING ANY DETOUR AND /OR ROAD CLOSURES. PROJECT a LOCATION _ 7. PAINTING PROCEDURES FOR STRIPING SHALL BE PER STANDARD SPECIFICATION FOR PUBLIC WORKS Q CONSTRUCTION,(GREEN BOOK), 1991 EDITION. EIGHT STREET 8. CONTRACTOR SHALL HAVE A CLASS W' LICENSE. w w > > w SEVENTH STREET w Q Q Q cr z W J Z w W SIXTH STREET > _ m SIXTH STREET DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA VICINITY MAP- TITLE SHEET (NOT TO SCALE ) HELLMAN AVENUE APPROVED BY: DATES' CITY ENGINEER ' %/��_ .�:?�it � � RC.E N0. 24953 # DESIGN RECOMMENDED t A.$ .V. PLANS PREPARtO BY: �2-q -Q3 .; CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE SHEET A. S .V. RANCHO CUCAMONGA, CA.91730 1 2 OF CHECKED / �. DRAWING N0. �i "!� R.C.E. NO 36937 %-fO H.M. DATE FILE NO / , i t • 55.11` CURB RETURN 4 /4 /4 / ti EXIST.NORTH N u O ti to T.C. PROFILE p mtC �n V N W O M 01 r2l 19 PROPOSED NORTH T.C. GRADE -, 37, 9TH STREET 35 15 20 w h HELLMAN AVE, u _i 16' o � Q ^ �.: ti H LL: Z N � H M h in N o► 0; In ti 20 N f x G - w 19 Oq w ci N 41� A.C. OVER X 18 �u � N BASE OVER w 4- 0 � c OF GURB 25.00 rs w n �n PIPE o ,� N NX�STING TOP ' ! Jo O o ao _ J W.-i c ;7F G FLp��1NE EXIST. CL PROFILE 0Q w N M +�!� �� (n N �� EX TIN 1S —Z U J x Q 'It alter � �s— a a U. 0 (D - cr o Z o ZQ" N — � yy•r _— A/4 A/4 A/4 4/4 I x w} 40" O m Rod t.9 °�� __ - 20.00 � � Q V)U + + a I .+ �- + LL. ft fY N _ rn EXIST. SOUTH j - o �! 0 Dw Q Q N - V 3:70 cv In N T.C. PROFILE 0 :u Q N Q aD 00- e4 !- _ - 1 ri o H t•- .065 - w m Os � 20 + N - NI- y S - I I /6, n _ ; . 0 36"0 GA5 Z O�LF 15.00 - ai f9 Qcfl ....� 4 0 GAS 2.0% 18 EXISTING GRADE AT V) —�p4•A /•j,LF�'1'LF/�, O O 8 s2�SEWER 9'FROM FACE OF CURB—&,�_ F,Q st 'Qj► OIg 0 CONC.PIPE SUPPORT 54 .84 PER CITY STD CURB RETURN PROPOSED SOUTH T Op OF CURB _ y- WATER 341 TYPE IV 14 T.C. GRADE EXISTING 0 10" 0 SEWER HORIZ. I' = 20' VERT, I"= 4' f 187` L.F. 18 R.C.P. ( 1500D) PROFILE SCALE: HORIZ. III= 40' VERT. 111 = 4 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 w ILI w w W 8' 21' 21 16 III CONSTRUCTION NOTES: w Waw w W Q I III 3 W c� �� II _I lO CONSTRUCT CURB ADJACENT SIDEWALK,WIDTH TO MATCH WITH ` °= o � 3 I III II °' A = 18.76' EXISTING 0 0�z 0 II - �- M I I LL 2 _� 1 I �I CD B = 18.43' 4 w Q 111 U)-- I 2O CONSTRUCT CATCH BASIN P R CITY STANDARD PLAN 300 WITH Q QY> (n I I (n- I II in PE LR a I I II c = 18.75 LOCAL DEPRESSION STANDARD 07 (CASE A)H=33'(SEE DET. B) } �Q� co I III =In II I( II M D = 18.87' �Cr7 9 +9 4, x I Il I Z m 11 I 0 - Q E = 18.72' 3 CONSTRUCT WHEEL CHAIR RAMP PER CITY STANDARD PLAN 102 00 F = 18.74 4 CONSTRUCT 8 If 8t 12 CURB W/ 16 GUTTER TO MATCH W/ EXISTING N N3 d in 3 1111 I Z Z II I �= G - 18.95' CURB RETURN DATA CURVE DATA J I III I III J Kilo 5 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STANDARD 107-C LL: cr* w 1 I III II 11 6 INSTALL 1611 R.C.P. (1500D). SEE STD. PLAN 120 II > I 2 3 N u I I III I 2 W ll -(D u� WATER METER SCALE 111=40' r 1 u i u D: In r I U Z A 90- 13' 34" 89.46 26 460 09 53 � co w - I I�� I la I� II M o rp � �YQ ' ' SAWCUT NEATLY AT JOINT L 55.11 54.84 18.12 °D 6 to c5 I II I II I I M ca t` + �-Q3 E A ° 8 CONSTRUCT 6' CURB ADJACENT SIDEWALK r 3 5' 3 5' 22 .5 0' a~r--N �' III 1 I� I I N v 'r' wwo STA . 2 + 18 �n a !' I a In a a 000 F 9 RELOCATE N BEGIN OVERLAY M _ ai 1 'It I I- 1 N N~- - N V— POWER POLE wU,� 0 REMOVE T 35.14 34.86 9.60 SEE DETAIL A AND COLD PLANE 12 - +� 3 MANHOLE _ DETAIL B a 11 GRADE , RESOD AND RESTORE IRRIGATION SYSTEM Q 1- I 2 (NOT TO SCALE) ~I STOP AND ST.NAME SIGN 2 O 9 12 CONSTRUCT WHEEL CHAIR RAMP PER CALTRANS STD.NSP ASS(case-C A --- __ _ r;•._ SSU __ _ __ -- , -- - ` ' { CONSTRUCT CROSS AND LONGITUDINAL GUTTERS PER CITY STD.106-A 5 5 -- - - - - - - -- - - - -- - - --- -- - - - _ _ - -- - - - -- - - - -- - - - - - � - PIPE BEDDING PER CITY STANDARD 341 TYPE IV LOCKING M.H. N _ 5 rn " ----------- --- - ------- 11� ( ��- 15 13 -4 w 7 -Q W - I - - - - - - - - - - - - 12 s - - 15 COLD PLANE A.C�PAVEMENT MINI DEEP N - 4- 13 I 16 1 li I -4 w Q - 7 - C HELLMAN AVENUE 16 CONSTRUCT '0.13 MIN. A.C. OVERLAY „ 1+00 2+00 a moo - I I II I 0 9 + o Q +oo +oo N 00° 06 46 7+00 I CONSTRUCT 6 A.C.PAVEMENT OVER 4 CRUSHED AGGREGATE U) I (Do Q00 ' '`) — - — 4"G - - --- - - - - — -- _J--- I m � c~ w �- - - - .- - - - - - -- 1os - - -- -- - -- - - - - STRIPING NOTES: j _= N 8„S- — - �� `.'� REPLACE AND REPAINT EXISTING STRIPING,STOP BARS AND �.j/ TSL• LEGENDS AS EXISTS PRIOR TO CONSTRUCTION 0 I IT.B.M. 19.59 E.C.R. 31° 4 7 A, 8 �, �i h I STA.4 +60.74 (T.C) DETAIL A � ��` ii I iII � I SCALE 1 = 10 �P 11 1 0 I II � I � ��,\�•t'�' i CITY 11 I + I ii I 1 DESCRIPTION OF REVISION DATE APPROVED 00 � II i I II I I II exx� 11 I 11 i , i� CITY OF RANCHO CUCAMONGA aJ , II 11 I1 3 2.5 6.5' i11 I �I I I LEGEND: y IMPROVEMENT PLAN FOR II I III II III ` � 4 P.C.C. 0.5'MIN. 1I 1111HELLMAN AVENUE COVER �C. 8 Q`0 II COLD PLA v,�".-?,;. :;.�; � GJ 2 Q�,Y :; � AT NINTH STREET �Q° 3.1 (MAXI „�„ 25 ;( ` ° '�° 1 II 3 I$ '� n APPROVED BY: DATE: II I 6`A.C,OVER 4 BASE �+j ��\' a 20/a V' II: _ � C'S 17 N0 3C 43? r n� `fx��/sa/'>� % CITY ENGINEER r �-sem/ �yGGt 11 so0 �� 1 24953 II' I8' 2s' Ifl' RC.E N0. --— ��� DESIGN RECOMMENDED 291 371 rFof CP.�� '! PLANS PREPARED 7Y: �Z»�” \i � �- - A.s.v CITY OF RANCHO CUCAMONGA � �` A DRAWN 10500 CIVIC CENTER DRIVE SHEET SECTION A - A A.S-V. RANCHO CUCAMONGA, CA.91730 2 OF 2 SCALE 1 2 (H) I 4o'(v) STREET AND STORM DRAIN PLAN CHECKED DRAWING No. 44 A04* R.C.E. NO 36937 /�O� H.M. DATE FILE NO 1 • 1