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HomeMy WebLinkAbout1593 BENCHMARK ELEV. 1 153.846 ON ARROW ROUTE 400'± WEST OF CENTER STREET ON THE NORTH CURB OF ARROW ROUTE, AT THE EAST CURB RETURN OF THE SECOND DRIVE WEST OF CENTER STREET., A STANDARD BRONZE DISK STAMPED "U.S.C.E. L.A. DIST. 1974 DEER 125.0 . Underground 0 Service Alert CHTY (9- F- - TLDD\\AN,- CzaQ CUCAM0N,.- - G- Call: TOLL FREE 0 1 -800-422-4133 TWO WORKING DAYS BEFORE YOU DIG ARROW ROUTE STREET IMPROVEMENTS AT DEER CREEK CHANNEL LOCATED BETWEEN HERMOSA AVENUE AND CENTER AVENUE GENERAL NOTES: R/W c/L R/W All work shall conform to the City of Rancho Cucamon a Standard Drawings and the Standard 50 50 PR JWT UMTM 1 . Specifications for Public Works Construction, (Green Book, 1994 Edition and including the 1995 36f 36' 14' — '� supplement. CUCAMOWA ' — PAN '� 2. Public and Private utilities and substructures shown hereon are from available records. The 19' 17' 17' 19' � STA 60+74 ! -r�so AVE 4 lu" Contractor shall be responsible for protecting all utilities and substructures as shown within the VARIES , To 61+62 T construction limits of this project and shall be responsible for an damage as a result of the TH ST 8.5 — o (SOUTH t a BANYALl MMR A p 1 p y g STA 61+28 STA 60+78 n n 2 HALF) construction operations. ' TO 61+68 TO 62+01 D 70 i D 10 ' ❑ �� icN 6 (NORTH 2 1 M 0 1 ` 19TN O W 3. The Contractor shall notify Underground Service Alert 1 -800-422-4133 and the following utilities f HALF) z z 4 EXISTING GRADE = R two working days prior to construction or regarding any problems. VARIES VARIES — VARIES VARIES \ ELAN • VARIES +1.00% TO +1.00% TO 1.00% TO — — — — 909 989-5861 _ — — — — — — +1.007%° +2.40% _Z2.76% -1.00% 2 s3 r0 J -- — — — — -- Southern California Edison Co. _ 1 _ _5.a [i]9sT 'f rni Gas Co. 909 335-7712 - � �� �� I. �� Southern California General Telephone Co. 800 422-4132 '� Ivo s Cucamonga County Water District 909 483-7440 .. _� ��0 ° Z < � < BNSF RR f i project, the Contractor shall contact the Public Works Section at 909 477-2740 4. For inspection o this o ( ext. 2341 two working days prior to the required date. TYPICAL CROSS SECTION — ARROW ROUTE n 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or DEER CREEK BRIDGE TO 61 +62 1 "-i0' T.1. = 9 encroachment within any City of Rancho Cucamonga easement or rights—of—way. VERT: 1 =2 6. The Contractor shall have a "Class A" or "C-12" Contractors License. R/yy C RVICINITY MAP 7. Contractor shall verifyall conditions and dimensions shown on the plans at the site prior to commencement 50' S0' WT ro saw of any work. All discrepancies shall be reported for direction immediately to the city. 14' 36' 36' 14' 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, andINDEX: shall take sole responsibility for the repair/replacement, at no cost to the City, for 8.5� o SHEET DESCRIPTION any damage to said underground utilities, pipes and structures. PM BRIDGE DECK z 1 TITLE SHEET 2 PLAN AND PROFILE ARROW ROUTE 9. At least one twelve foot wide traffic lane shall be provided for each direction of travel on Arrow Route 2% at all times. The traffic lanes shall be maintained on pavement, and shall remain unobstructed. _ 10" CURB I I 10" CURB 0% 1.00% EXISTING SURVEY MONUMENTATIONAll existingsurvey monuments that will be disturbed by this project shall be referenced and I reset by theCity s Construction Surveyor in accordance with Section 8771 of the California I Surveyors Act. Found monuments are shown on the plans and described as follows: 2" I.P. TAGGED RCE 17788, AND REF. ON T.M. 11915, M.B. 183/24-25, (SEE PLAN STA 59+62.10). 1- I.P. W/TAG "R.c.E. 28022", FLUSH, AND REF. ON T.M. 12040, M.B. 181/82-84, (SEE PLAN STA 59+68.47). TYPICAL CROSS SECTI0N — ARROW ROUTE 3� SPIKE AND WASHER STAMPED S. 4131, AND REF. ON T.M. 12741, M.B. 178/21-28, (SEE PLAN STA 61+47.98). AT DEER CREEK BRIDGE CROSSING HORIZ: 1 "=10' T.1. = 9 2" I.P. TAGGED RCE 16056, AND REF. ON T.M. 13203, M.B. 190/94-95, (SEE PLAN STA 62+02.44). VERT: 1 =2 CONSTRUCTION NOTES R C R/W 1� SAWCUT AND REMOVE EXISTING 50' 50' 2a- CONSTRUCT 6" AC OVER 4" CAB 3�-- ADJUST WATER VALVE CAN AND COVER TO GRADE 36' 36' 14' cxnr ' DESCRIPTION OF REVISION DATE 4a- COLD PLANE 0.10' APPROVM. CONSTRUCT PCC DRIVE APPROACH PER CITY STD 101–A, EXCEPT 8" THICK 19' 17' 17' 19' CONSTRUCT A2-8 (8" CURB AND 18" GUTTER) PER CITY STD 104 VARIES CITY OF RANCHO CUCAMONGA 70— INSTALL RAISED PAVEMENT MARKERS AND PAINT STRIPING PER CITY STD. 133 AND 0'-8.5'R CAL-TRANS STD A20B. a- CONSTRUCT 0.10' AC OVERLAY e o o TITLE SHEET 4 m z z m � EXISTING GRADE ARROW ROUTE VARIES VARIES CO VARIES +1.00% TO —1.00% TO m VARIES +1.94% TO +1.oa% r80% � —1.009- T° STREET IMPROVEMENTS AT DEER CREEK CHANNEL - - - - -- - - - - - - - - - - ` _ +1/= f--- —1�� _- - LEGEND: - - _ - LOCATED BETWEEN HERMOSA AVENUE AND CENTER AVENUE 01 PORTLAND CEMENT CONCRETE -- -- -- - - - -- - - - - - - - - - -- - -- -- - - QaoFEssioti APPROVED BY: DATE. CITY ENGINEER RCE: 2 953 C.A.B. ��, o (� TYPICAL CROSS SECTION — ARROW ROUTE ( 3 �M � :_°" F4_ R NEW ASPHALT CONCRETE 59+70 TO DEER CREEK BRIDGE I W No. 24953 CSB CITY OF RANCHO CUCAMONGA 60 REMOVE ASPHALT CONCRETE HORIZ: 1 "=10' T.1. = 9 12-31-97 ! DRAWN 1 CIVIC CENTER O SI`I�f RAANCNC HO CUCAMONGA, CAA 9 91730 COLD PLANE 0.10' AND VERT: 1 "=2' & 4 CIViL E / CSS 1 of 2 OVERLAY WITH .10 AC OVERLAY , cHECKM s.r-E No 69 DR,�,� NO. HM DATE 2-3-97 9_09 1593 BENCHMARK ELEV. 1 153.846 R P Q ON ARROW ROUTE 400'± WEST OF CENTER STREET ON THE NORTH CURB OF ARROW ROUTE. AT THE EAST CURB RETURN OF THE SECOND DRIVE WEST OF r' - .RPS U R R F LE 3. . L CENTER STREET, A STANDARD BRONZE DISK STAMPED • ` - - _ "U.S.C.E. LA. DIST. 1974 DEER 125."\ } �4 \7 U a - TIhJ R Q_ 4: ' a. 1 t t _ - J m - (- 2 KLIHIJISW { - 1 `' '� IT ON _ s ' o _ r wag 0 3 s' • -- - P R I T1 G :ROFI _ Z + rt - - LE NAK R P R W R FI E ' (VAR ES; 845' O } N = A . 'j 0. 9� I I G D R PR_;. . ."R ci s1 ; E LIC-1 %xr 1� HORIZ. SCALE: 1 "=40' - o , VERT. SCALE: 1 "=2' 54+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 66+00 67+00 CONSTRUCTION NOTES �— SAWCUT AND REMOVE EXISTING 0- CONSTRUCT 6" AC OVER 4" CAB 3a--ADJUST WATER VALVE CAN AND COVER TO GRADE -+ D v - >_ COLD PLANE 0.10' 7 jl Q, D + 5�-- CONSTRUCT PCC DRIVE APPROACH PER CITY STD 101-A. EXCEPT 8" THICK C + � - O CONSTRUCT A2-8 (8 CURB AND 18 GUTTER) PER CITY STD 104 4IEnC - + co ii + y� ,4 � � bm tQv� Cr_ INSTALL RAISED PAVEMENT MARKERS AND PAINT STRIPING PER CITY STD. 133 AND Lo X m X z z + CALTRANS STD A208. cn 8� CONSTRUCT 0.10' AC OVERLAY / �Jb n702 nMMuz DD � y O mz m 1 O2z O � CSC) mz m G) II I � pn Np m0 � z CIO � < � � � m 0 z I DC DC Dm cn m � ' I l 1 CcnW 6 CV) 1 � 0 m � 70 m � (n �� gni � � � �_ �I ZZ OZZ Zr ZZ m ; LX 1 -- ��. z z m R r R/W R/W / \ R/W -a c� o II �_ 00 zoo -� cn R/W -, 0 1_ J x - W !1t N r = NN - ' - C) O 4 1 f Cf O . . . . . . . . . . . . 1 SO' - STA 59+68.47 - - - -- - - 2 8 -' - - --ARROW UT - -- - - - - -- - - - --- - _ - - aQ _ W RO ROUTE STA 59+62.10 1 - - 3 STA 61+47 98. 4 STA 62+02.44 . _J- F n f d ' i W , v J / Q �` r -- --- - - - ---- --- --- -- - --- - - -- __ - - _- — --- -- - - - - -- - - ---- - - - - -- `1, - - --- - - -- --- - - - _ - - - - - z D - - - R�VY RAW R�W n cn "' > 0 8 4 r- 3 D °' R/W -- o cfl + z + 32' 0 o a 3 R4'm N 11•i i 22' 22, 11' PRIVATE DRIVE > 0 W � m T > 5 m z 33' 33' F "'j �a�� -F� �T� p � p m z 8 1 m o 'S ; z z FEATHER z X HERMOSA AVENUE m m Z -� D To o' AT R/W -� v CENTER AVENUE D n NOTE. PCC FOR DRIVE -=_ i z o m APPROACH AND SIDEWALK m =_ DESCRIPTION OF REVISION DATE � p SHALL BE 660-C-4004 4 O y 8 CITY OF RANCHO CUCAMONGA Cn PLAN AND PROFILE ARROW ROUTE STREET IMPROVEMENTS AT DEER CREEK CHANNEL LEGEND: _ LOCATED BETWEEN HERMOSA AVENUE AND CENTER AVENUE 44 Aft 0 PORTLAND CEMENT CONCRETE ESS/ - � Qao oy APPROVED BY: DATE: Underground �0 ��/�►� J. �� CITY ENGINEER RCE: 2 953 Service Alert � C.A.B. ���� � moi, N NEW ASPHALT CONCRETE �-�, j 3 No. 24953 < �, o�cN �N F�.F E ADM Call: TOLL FREE z Cse CITY OF RANCHO CUCAMONGA 1 -800-422-4133 pG� Ezp. 12-3t-97 a RANCHO CIVIC CENTER DRIVE REMOVE ASPHALT CONCRETE \♦c *; �� RANCHO cJcAMONCA, CA 91730 sHM TWO WORKING DAYS BEFORE YOU DIG COLD PLANE 0.10' AND ti OF C9.\1 - CSB 2 of 2 OVERLAY WITH .10 AC OVERLAYD R.C.E. Nom DRAWING H0' 1 40 HM DATE 12-10-96 � No 96-09 1593