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HomeMy WebLinkAbout3434-2UNE DATA TABLE rMT LENGTH NORM F 41.04' ®� G 41.04' N1 O'09'34'W 1 11 N1 O'18'50'E J 41.04' N79'50 26 ..1 0E n / . • 2 :. R.M. W111. ' /,1 © 11 •l lI 11 OMM 11 UNE DATA TABLE LENGTH BEARING F 41.04' N79'41'10'W G 41.04' N1 O'09'34'W H 52.30' N1 O'18'50'E J 41.04' N79'50 26 SEE SHEET 4 .. "`....... - -- - --- — -- -- 46 SEE SHEET 5 SEE SHEET 6 23' 23' 25' 25' 25' 25' 5' , 18 18' .. 5' S' 20Z� 20' I' : 5' 5' 1201 20' 1 5' IT 1 1 II I II , I I 3 II ( ' j II If 5P.U.E. , i 5' P.U.E :Ii 3II ' P.U.E. I II I r— 23 55 40 37 1416.33 TI •-_ II ' z ' II = II . LOT "A'� i �_ II cn ' EC it N i I, I II EC I r II , 1421.71 TC I � z� t 1 1416.08 BC --,_ ccc c-- cc--�� Cc—c MO EMM MMMM ME MM IN M �MEME EMM MEED _ �--Bill_ 11 ----- MEN ME MEN INMEQ ME MEQ MEMO SME Bill MM MB11111=0 1111011MMM mw 110111=11111MMSEM 1111115110ME MimiE MMM ME MEE c:��,�_ � MOMEME11� MNEME MMMMMM lFj�������� �� 1 M i 3I) m11 W II I) II ,W 3 1 1421.25 TC UMTTED USE $ I I °� H II $ $ $ UNITED USE AREA $ ^ i ' II i I $ AREA i j II i 22 " ; I • + 56 I 39 �" ' 'I `� II 38 II `� �, + o +_ I I I + , 9 i 8 i o v 3 SED R/W N •r i I �z 3 I, � BCR I __II 1 BC 0 ECR BCR I C EC 1415.63 T 9 In 1418.13 TC �� 7 7 `� ECR 10 G 3 1 1420.41 TC - 10 C C 141. TC , B J E C w w w w ,� w D l� 10+00.00 CL BRITNEY DRIVE= ` g QI ;� 2 1 • 1 9 4 2 , 10+00.00 CL USA DRIVE _ �- 13 11. j - - 1F �`'� �`'� • -- - _fit 1 -1 14 i 21 S S S S i�NMNGI ccccc ac cccc c ccc cc cc�cc c —— c ccc_cc_—"�� cc === —M—� --= ccc—c=c_c _— 00111111M MEMOMEMMEM INNE c ccc cc �c cc —c cc J-7-- HORIZ P` Al MT: 1"= 4' CONSTRUCTION NOTES a1 — CONSTRUCT 4' AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32) 2O— CONSTRUCT 6' PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 4a— CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 (MODIFIED 8' WIDTH) O7 — CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 Sa— CONSTRUCT PCC DRIVEWAY APPROACH PER CITY STD. DWG. N0. 102, WIDTH 16', UNLESS NOTED OTHERWISE ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109 10 CONSTRUCT 4' PCC SIDEWALK PER CITY STD. DWG. NO. 1015 12 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. DWG. NO. 300-2 (SEE DETAIL 2 ON SHEET 8) 13 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER APWA STD. DWG NO. 313-1, CASE B (SEE DETAIL 2 ON SHEET 8) 14 INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATTS; 17) ON 25 FT. MARBELITE POLE OR APPROVED EQUAL PER CITY STD. DWG N0. 1016 18 INSTALL STREET NAME SIGN PER CITY STD. DWG. N0. 139 Movwy'CEO O/� MnR$f✓ l.�'CF� 'Q1r��i's 23 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER APWA STD. DWG NO. 313-1, CASE B MODIFIED N=2.5' (SEE DETAIL 1 ON SHEET 8) 10 �s . �s 23 A N? 2 A F .�''y PROPOSED SEWER PER - - - - - - - - - ----------- CITY DWG. NO. 3435 14 �` __ -,�; -- --- - PRO SED R/W ---- - -- ----- -- __ ----_ - _ �� RECORD DOCUMENT N $ a 4i 10 g-- - 1 14+02.00 CL BRITNEY DRIVE= co z Ui g m a " ^ m 10+00.00 CL ABIGAIL LANE - LE{iEND' � z + o+ Go These Record Documents have been prepared m based on information provided by others. The PROPOSED STORM DRAIN 4, m 20 Design Professional has not verified the accuracyh ''Q PER CITY DWG. N0. 3436 / f2lgi 13 14 15 16 17 18 19 and/or com leteness of this information and shall I vi IXIsnNG STREET UGHr W WATER MAIN / 11g P iS SEWER MAIN x1Q.43�76 m9 FIRE HYDRANT �� / not be responsible for any errors or omissions F"� �''"'�U' . d 3 EA EACH 'c�A ay be incorporated herein as a result � � PROPOSED STREET LIGHT � PROPOSED AC PAVEMENT � / / 12 OF CAi.�F/\P G-z� - ® GRIND AC PAVEMENT PROPOSED SEWER & L12+50.00 CL BRITNEY DRIVE= SF SQUARE FEET STORM DRAIN EASEMENT BRITNEY DRIVE 10+00.00 CL HELEN WAY DATE LF LINEAL FEET AC PAVEMENT SAWCUT AND REMOVAL ----- CENTERLINE P.U.E PUBLIC UTILITY EASEMENT GRAPHIC SCALE - - - - — TRACT BOUNDARY L.M.E. LANDSCAPE MAINTENANCE EASEMENT 40 0 ao 40 w w r4 6000004 SO— STORM DRAIN BASIS OF BEARINGS.- BEARINGS EARINGBEARINGS ARE BASED ON THE NORTH LINE OF THE SOUTHWEST QUARTER (Nffir) OF SECTION 36 BEING N89'5938"E AS SHOWN ON TRACT MAP 16158-2, lid ■ 40 it MB. 286/1-4. Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOW CONSTRUCTION OF REQUEM BENCHMARK Prepared By: �OVESS /o CITY OF FONTANA CALIFORNIA O IMPROVEMENTS NOT COMMENCE WHIN PREPARED FOR: ALLARD ENGINEERING �oe�p S& H'Aj q� _ TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES B.M. 1361, SPIKE IN NORTH FACE OF P.P. Civil Engineering -Land Surveying -Land Planning ���pQ� �t�ti� RANCHO FONTANA SPECIFIC PLAN SHOWN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET 1536697E AT SOUTHWEST CORNER OF 8253 Sierra Avenue 7- DRAWN BY: TRACT NO. 78 SCALE. DIAL DILIGENT MANNER, THE CffY ENGINEER MAY RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE Uj No. 43976 � '� BRITNEY RIVE AS NOTED Fontana, California 92335 w m TWO WORKING CALIFORNIA, 91730 (909) 356-1815 Fax (9 9) 35 -1795 Exp. 6/30/05 DESIGNED BY. DATE. BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO * * EW ET PR ENT APRIL, 2004 Y ❑ U DIG YOU DIG BRING THEM INTO CONFORMANCE WITH (909) 291-7600 I 9' Z �9j C i V i t- ���P CHECKED BY. APPROVE Y: - DRAWING NO.: Z TOLL FREE 1-800-227-2600 CONDf1101IS AND STANDARDS IN EFFECT FAX (909) 291-7630 David S. Hammer, A.C.E. 43976 Date FpF F� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION: 1365.01 (expires 6/30/2005) CALLS RMFil 1 �Gp�S.D •p¢.,p►,y�/��(� Z� Q 2yo. CITY ENGINEER R.C.E. 51152 3434 8 Rename- APDWG_ 15911 IFINAL DFSIGN'SMFFT 16478-ST-02_DWG