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HomeMy WebLinkAbout1590 - BENCHMARK - - -- IS O ON TC AT SO. END CURB RETURN - - - - --- - - -- - -- - - - - - -- - --- -- - _ -- S.E. CORNER, INT. SAPPHIRE ST. AND LA SENDA RD. ELEV. 2095.710 - - --- -- oUnderground -- - - - Service Alert - - -- - - - Call: TOLL FREE 1 -800-422-4133 TWO - c STD 301 , - - -- - - -- - - WORKING DAYS BEFORE YOU DIG • VL-6.54' V 1.5 =t' - - FEINFORCEMEtT REQ. FOR NAI I ND FLOOR - 48" RCP EXISTnI - -- - - - - co STR - - PER CITY . 331 - PRo=r uxATm - -- - 14 12 170.5 3 --A2A6L_A*'IR9I - �. - - - - - - -- - a - - - - -- - -- - SO=. s -- - -- -- - - - - - - - - - CUCAWNGA 1 sn _ - - - - -- - - -- -- AVE ' f 24TH ST � J7 - !00ST UMM w a - EIF]- r� -1ct - - -_ + - - - -- - - - - - --- -- - - -- - - 19THL ]EE1 Z - w - TOR °S g - E 1STING TC -- CONSTRUCT 4 86, 24"0 1000 RCP - - - -- - ACG.S. 'R I[] - - - -- -- - -- - - - - Co LNEJ�C) xt 3 i 2 _ _ _ - TAN RADE +1.7 96 - - - W - -- --- - - - - -- ---- -- - --- - - - -- _ - - - - - - - u BLvo tr EF] b -- E A PROF] - EiEiF w] --- - - - - - - - --- _ - - -- v --- --- -- -- R - - -- -- - - - -- -- - - + o - -- -PR O T� _ - - ---- - - - -- - - — — BNSF RR - - - s uuuGTH ST - - - - F 4 7F - - T LJ HORIZ. SCALE: 1 "=20' ---- - -- - - - - - - a --- - -- - - - - - _ - -- VERT. SCALE: 1 "=2' --- - - - - - - ``' "' _ ___ - --- -- - - ---- - -- -- - - - - - - - - - - -- -- - - =C1uoT TO 24+00 25+00 26+00 R/W ' C R/rW C R/W 33' 33' 33' 25+58 ALMOND STREET 11' 22' 22' 11' 22' 11' VARIES VARIES LOCATION VARIES HENRY STREET i 4' W SIDEWALK 4'-19' 18'-3' FROM 24+00 TO (EXISTING) g 18 EQUESTRIAN 24+28.20 5 I �� �i TRAIL R/W / / l 14 VARIE 1 2 - - COMPACTION - r00 Q11 2% 2. - 1 2.00% __ ---- - -- -- - - -- - --- -- - - --- -- - --- - r _ - RELATIVE TO THE SATISFACTION OF THE CITYS xx INSPECTOR IS REQUIRED IN - _ - = 8X p� K) � AREA OF EXISTING PAVEMENT h7 m Wm I AND CURB FAILURE N 0a 1 2 14 4 �/ - -- i - - -__- -- ALMOND STR E i - - Ne9•17'29-E r: /- --I - TYPICAL CROSS SECTION — ALMOND AVENUE STA 24+ 15 ALMOND AVE. N �0 w " ac r- J N 2 N SCALE VERT: 10 2' T.1. s SOUTH HALF — CROSS SECTION _ /- N - `' - -- - - - - - N - SCALE 1=2 T.I. = s 2 , �� HORIZ: 10' r d .- CURB, GUTTER, do AC a f - '� ' k cv — GTE ENCASED - - � o• o aK QT ti IN CONG. a SCE R/W " 0 N -hc.p �- N LIMIT '0 �` a _/MATCH EXISTING' 9 1 GRADIN y 2 C k G JOIN EXIST / NOTE-' 1 / o � 4" � � LINE , � �� �z / �' 2 . Q CATCH BASIN IS 8 - 10 NARROWER THAN / xz �• tt '�/ / � -� t � _ �� � GENERAL NOTES: O, l d CITY STD. DUE TO CONFLICT WITH CONC. E m� n + ENCASED UTILITY CONDUITS / w N " �` ° " 4 All work shall conform to the Ci of Rancho Cucamonga Standard Drawingsand the Standard / C ` � � � � � M � (Green Book 1994 Edition and cludin the 1995 - / N ,6' mM ,` , Z 1. Specifications for Public Works Construction, ( �, •- ` I �. �t31tT �=3� � A z=3� supplement. g � 5-8-97 12'�� 18' 18' 12' 2. Public and Private utilities and substructures shown hereon are from available records. The CfTY ' - - 30 30' Contractor shall be responsible for protecting all utilities and substructuresh ITEM DESCRIPTION OF REVISION DATE p P 9 as own within the APPROVED: construction limits of this project and shall be responsible for any damage as a result of the /� �;/ CURVE DATA HENRY STREET construction operations. - - CITY OF RANCHO CUCAMONGA NO D R LC T 3. The Contractor shall notifyUnderground Service Alert 1-800-42 -413 following 2 3 and theutilities r9 two working days prior to construction or regarding an problems. 1 - 90'06 46127.00'127.05'142.26' 9 Y P 9 9 Y PLAN AND PROFILE SouthernCaliforniaC i ornia Edison Co. 909 989 5861 CONSTRUCTION NOTES: Southern California Gas Co. 909 335-7712 General Telephone - Co. 800 422 4132 SAwcUT ALMOND STREET Cucamonga County Water District 1909 483-7440 M 9 tY 2 REMOVE STREET AND STORM DRAIN IMPROVEMENTS LOCATED AT THE CONSTRUCT 4 RA CATCH BASIN 3 CT G TE CATC BASIN WITH PROTECTION BAR AND LOCAL 4. For ins action of this ro'ect, the Contractor shall contact the Public Works Section at 909 477-2740 w " � p project, ( ) DEP. CASE Dw PER CITY STD'S # 301, 304, 305, 306, 307, do 325 ext. 2341 two working days prior to the required date. SOUTH WEST CORNER NEW PORTLAND CEMENT CONCRETE O4 —CONSTRUCT 4 AC PAVEMENT OVER 4 CAB PER CITY STD 100-A 0 ER OF ALMOND STREET AND HENRYS STREET - DELETED 5. A permit shall be obtained from the Ci of Rancho Cucamonga prior to an construction or Es �— w City 9 P, Y of s, R o APPROVED BY: A C.A.B. 6 CONSTRUCT 8 CURB W 24 GUTTER A2-8 PER encroachment within an Ci of Rancho Cucamon a easement r n h - -w Q ti D / ( ) CITY STD. 104 y ty g o g is of ay. � , w J. / C �N+I p•�� CITY ENGINEER RC 24��3 7 CONSTRUCT P �. C STRUC 4 THICK CC SIDEWALK AND RAMP PER CITY STD 1 02 � w- a— � w w *C-8" w "' � 6. Th r - REMOVE ASPHALT CONCRETE 8 GRADE PARKWAY FOR EQUESTRIAN TRAIL, 296 TO R e Contractor shall have a Class A or C 8 Contractors License. o- Q CUB 9 CONSTRUCT JUNCTION STRUCTURE 2 PER CITY STD. 331 "y ' <, c�� ° -,AN F���A�_ R£coM w 7. Contractor shall all conditions and dimensions shown No. 24953 = on the lana at the site nor to commencement � ASPHALT CONCRETE 10 INSTALL 24 RCP PIPE (1000D) vel P, F W ( �, CSB CITY OF RANCHO CUCAMONGA w of an work. All discrepancies shall be reported for direction immediately to the cit Ex 11 CONSTRUCT 8 THICK PCC DRIVE APPROACH PER CITY STD 101-A y P P y �' p �;� ,osoo civic CENTER oRr�� w DRAWN - * SHEET _ RANCHO CUCAMONGA CA 17 COLD PLANE 0.10 AND OVERLAY 0.1 A 12 INSTALL TYPE "L 1 MARKER � s 30 LA 0 C it � ® � w � 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and � �� 13 ADJUST TO GRADE SCALE: 1 20 9 P P CIVIL f CSB 1 of 1 14 COLD PLANE 0.10' AND OVERLAY WITH 0.10' AC MIN. shall take sole responsibility for the repair/replacement, at no cost to the City, for %, of co,�� d any damage to said underground utilities, pipes and structures. CHECKED RC.E. Nam DRAWING N0• HM - 1590 97 DATE 2 3- FN.E NO �-�