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HomeMy WebLinkAbout4924-327.83 27.77' 41.00' 27.70' 27.66' 21.82' � - - o _ oMo No 21.76' �v ~v - o ^ t 00U 00m 21.67 00 0000 21.62 rn 0000 EXISTING o 1i o^ o o No , Go 00 CD i o M MLo �2fn oo w oo m vv O •- O N O ^ N.Nq ^ d:� + + TC + .d: O Oo o •- �,�\ o rn N Gox � i N m 000 O OMO LO to + M 0U O O N ± COO N nw + Cn N O O O U C7 _ •� � N 00 O OO ' �� O O O N X- CV Z O^ Cn m ca U 4 v M N CoO- N W Q 00- 0 C" OZ_ C9 + Z_ ^ ^ CN 00 ± ONO �jp 000��O �? C4 U N .- O 00 N co O O r. Oo.56X00 w~i U r .- \ p (� O 5 — M 00 N 0000 ONO U o o ¢ oo U + + EXISTING EXISTING v v 0.�° m �n Oo �, to Oo 64% � `� v ° TC FL - -T - PROPOSED FLOWLINE PROPOSED --- 34% CURB RETURN CURB RETURN PROPOSED 8" 0.22 ® DREWAY 88,0 = N LY/T C , , , _ , CURB. & GUTTER . _ PROPOSED , FL'OWUNE , EXISTING 'PROPOSED FL CURB RETURN _ ® DRIVEWAY CURB RETURN Ml 000 0 .- ^ o O +00 C"GGoo oaM�o �N pprn o op o 0 0 Cl ^ u ) N 00 O 00 + C 4 O L O m C7 .^- ^ O^ p O p ^ ^ r� c ,� o M o ao •• o^ _ o Cl v 4 00 O + N + N O �- O Q p p� O^ 6 O p C-4 O� 04 N 00 + N + N O u N 00 N 000 n 00 n 00 + -}. .- O O O t1� " " v v 00 v v N 000 `t- 00 l 00 L) pop CC) o " v `O 04 00 04 00 EXISTING GRADE CENTERLINE 8,80 CENTERLINE , , , , . . _ „ _ , , , , _ , , , , , . _ , . , , _ , , , . _ . . . . ^ Cl ^ Co O ^ o ^ _ o o d_ o ^ o ^ pp ��! orn o^ CD ^ +CD M o 00 o CD ^ o ^ o p o 0 0 ^ ^ + vi m 00 + N � � c5 .� p ^ o p 00 O 00 + N O .- 6 00 ^ ^ O ^ O p v 0v0 N 0o O 0o + C4 0 O LO � O O O 00 �. O co^O O^ p^ O^ ...� �..� N 0 - CO + N + N O r- O r- O n O CO O CR O c0 p c0 �/ `i N 00 00 N 00 + `- + .-- + ': + e- O �. O d. -- vv vv vu N 000 M 00 M 0 d- 0 j + + v v v v v v N 00 N 00 to 0 ca 00 EXISTING S'LY 880 ` S LY T C TOP OF CURB PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' ' 10+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 ■ c�D n O - - + -�La [5 _ M ,__ '-" 00 : '+' r� pj 00 _,_ M - , , N . CA li l w-- . O :• r- W: O O W_ i _! M 2 O r W O W Cn �- �_ O - + C' i O \- 0 o d. N a: �'cv N 3 + v—~i ca + rn in ' t17 O O li i 04 +.O II CA i N \ .-� N0 �O ^UOW NF- 00 O�� �W -¢ -}- -}- I N -Q r- �- M N Q - N _.- l i ^ U= - n- - -�y - -tC-'. cz d' - : N t25 U XX - •00 •- O 00 U d' O U --- P9. '. I • O r X �, M OO U o0-1 N W J p -�N K] x a. 00 O • O -N - �- • O W - - 0p O Q -� Q ��_. 00 W J 00 - - 3 M a a_._- 3 N--_- 3 - - - — a �i w - --- u_ - o N - J' _cc Oo v- 0 24 N � 24 - 3 - I - - - ao w 24 - - -- -- - — - -- o_ 0O , cin y 4 24 - _ — �- I 1 1 t )' :1. .t - c0 - ca - - i - I` — _ -- - - - -- -- - - — I 21 �- I- _ _ 000-- - -- - - - - -- - -- - - - -- -- - - - -- - - - - - - - -- -- - - - - - --- - -- - - - - - 2 --------- -- - - ---- - - - - - -- - -- --- - - -- - - - --- - _ _ - - -24+00 2 00 - Q, 20+00- - - - - , N89 30 06 E - - 29 - - - - - - -: -- - - - -- - - --- _ _ - rn-- - - - - -- - -- ------ -- _ p - - - - - — _._ ------ r��- oo co �n M Iw 00 00 - -- -- 00 --O C!4 -----------cm - • --•-- - - - - -- --- - -- -- O C] 000--- --. -- - - -- 0;r- 0N0 --= 0 -- + co O0 � 0 00- - - - --- - - - - - + - - - q � �. 00 - - - - -- - --p+ + N00�f" N 00 N _ : - 0 - -- �- 00 N �� N -- - - - - CD -- -- I ,- � U .' .. -.- . N � .. N Co N p__N U--- -- -_ F-- j M 0 N 0 - U 0O CV U N F- F- i co - - - --- - - - F- _ -- - 7 --- -Q r -- ---- - - _--- - _ 'OC-) Q� FQ-000 il I LO U)0 1�� 0� iCD � � � 1 � 1 M i --------- -- -----� CO N CO / \ 00 00 co 0 00 00 00 \ N OD .- 0 0D 000 0 000 000 1 1 MARLAY AVE. = it ► � � tC : � �-z� q7t 7P Q � 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 REV: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. .CXDhkc3MLJCll0N - 0 1O SAW -CUT & REMOVE EXISTING CONCRETE CURB & GUTTER. 2O REMOVE EXISTING CATCH BASIN. 30 REMOVE EXISTING TREES. 4O REMOVE EXISTING CONCRETE DRIVEWAY. O REMOVE EXISTING SIGN. 6O REMOVE EXISTING CONCRETE SIDEWALK. 70 REMOVE EXISTING CONCRETE CURB RETURN. 8O REMOVE/ABANDON EXISTING WATER METER. 90 REMOVE/RELOCATE EXISTING TELEPHONE PEDISTAL. 10 REMOVE/RELOCATE EXISTING FIRE HYDRANT. (D REMOVE/RELOCATE EXISTING STREET LIGHT PER CITY OF FONTANA STDS. 12 RELOCATE EXISTING POWER POLE PER SCE FORCES. 13 PROTECT EXISTING POWER POLE IN PLACE. G PROTECT EXISTING FIRE HYDRANT IN PLACE. 15 PROTECT EXISTING STREET LIGHT IN PLACE. 16 PROTECT EXISTING SCE VAULT IN PLACE. 17 PROTECT EXISTING SIGN IN PLACE. 18 ADJUST EXISTING UTILITY MANHOLE TO GRADE. 19 ADJUST EXISTING ELECTRICAL PULL BOX TO GRADE. 20 ADJUST EXISTING WATER VALVE TO GRADE. 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. PLAN 1000. 22 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002.(MODIFIED PER DETAIL ON SHEET 4) 23 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003. 24 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. SEE PLAN FOR WIDTHS. 25 CONSTRUCT MODIFIED SIDEWALK PER DETAIL ON SHEET 4. 26 RELOCATED POWER POLE PER SCE FORCES. 27 COLD PLANE & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 1.5 (WIDTH PER PLAN) SEE DETAIL ON SHEET 4. 28 REMOVE EXISTING CROSS GUTTER BACK TO FLOW AND RECONSTRUCT PER CITY OF FONTANA STD. PLAN 403. 29 PROPOSED STREET LIGHT BY SCE FORCES. STORM DRAIN CONSTRUCTION NOTES= 30 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN NO. 3004, W=7.00' V=5.00'. 31 CONSTRUCT 39" R.C.P., D-1500. 32 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3026. SEE DETAIL ON SHT. NO. 4. 33 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003, CASE A. LEGEI0 x EXISTING STREET LIGHT - WM = WATER METER ham• PROPOSED STREET LIGHT -' TELEPHONE PEDESTAL EXISTING UTILITY POLE !____� TRANS PAD = TRANSFORMER PAD ELEC VAULT = ELECTRIC VAULT RELOCATED UTILITY POLE —� WV = WATER VALVE F.H. = FIRE HYDRANT - SMH SEWER MANHOLE ? = TRFSIG = TRAFFIC SIGNAL �` i SDMH = STORM DRAIN MANHOLE - -- =SIGN �' PB = PULL BOX \' TELMH = TELEPHONE MANHOLE CURVE TABLE O DELTA RADIUS LENGTH TANGENT F 53.15'43" 30.00' 27.83' 15.01' G 53'04'22" 30.00' 27.77' 14.97' H 5791'02" 30.00' 27.70' 14.93' I 5-783'27" 30.00' 27.66' 14.93' 0 20 40 80 120 SCALE:1 "=40' QR�FE�S��Nq Prepared Under The Supervision Of Thieves Engineering, Inc. CIVIL ENG/NEER/NG • IAND SURVEYING 14349 FIRESTONE BOULEVARD LA r PH.(714�2f-4811F�ar(�i4�� �1�.� * R.C.E. NO. 56155 U-)� Exp. 12-31-12 Q 9�F c1 V Date 6F C A\ -\F EINHARD STEWZEL RCE NO. 56155 PA - REMOVE EXISTING PCC PAVEMENT - COLD PLANE - CONSTRUCT NEW PCC SIDEWALK BENCH MAR0. SAN BERNARDINO CO. BENCHMARK NO. "BM A" CHISELED SQUARE ON TOP OF NORTHEAST CURB - EAST CURB RETURN NORTHEAST CORNER INTERSECTION OF ETIWANDA AVENUE AND MARLAY AVENUE, PER C.S.F.B 4015/851. ELEVATION = 877.42' (NGVD '29) BASS OF THE BEARINGS SHOWN HEREON ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRC CORS STATIONS "SPMS" AND "MSOB", BOTH PUBUSHED ON CSRC DATA SHEETS, BEING N 65'34'50.8925" E (2007.0 EPOCH). OR 10-004 CITY OF FCALIFORNIA STREET IMPROVEMENT PLAN r DRAWN BY: PACIFIC AND MARLAY AVENUE SCALE: AS SHOWN DESIGNED BY. PLAN AND PROFILE DATE � MARLAY AVENUE STA. 19+00 TO 26+00 CHECKED BY. APPR D BY: DRAWING NO.: 3 DATE: _ Y/L0 • 4924 CI ENGINEER R.C.E. 51152 4