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LY E RELY k DC�LY 75' 42' 33' 10' 32' 1 30' EKISTMNG NrIPROVErENTS ROAD DEDICATION DOCUMENTAiTON9.5, 10* 10' RECORDMNG S1N. l PENDIN kt 0.50' 6 � � 3 1 14 LEND. 2% LINE — �- 4 L EXIST. CURB R p GUTTER 4' THICK SELECT LOCAL SELECT LOCAL - BASE MATERIAL BASE MATERIAL. OLEANDER AVENUE TYPICAL STREET SECTION TI -63 (I"a) BASIS OF BEARING THE KAM OF NORTH Mr 56' EAST ON THE CENTERLINE OF CITRUS AVENUE AS SHOWN ON PARCEL MMP In 5362, FiLED N BOOK 51, PAGE 0 OF PARCEL MAPS, IN THE OFFICE OF THE RECORDER. Comm OF SAN BERNMRDNNO. FONTANA BENCMARIC I.D. 289. DEStINPTION: SANTA ANA AVENUE & CATPM AVENUE RR SPACE N POLE # 61319 NE COR. ELEVATION: 1032.33' cwt civi4 Mmzk# sly WSW 001 ••.••�::: and Wastewatel•F.�giaeerltTg, .. max'::• ti��='`' ••��,�•�' .�s.�, P C'onstructioa ANN.` =ter ms}` `- - x fi - �y ``r, fiz a •;i w� Matta$I r1Blt and Sut'rrying . 1K''118 Wei Lime Avenue b YOU OK's silm CID Monrovia, Ca. 91016 1 A MIC NTNIITICE !Y Uil: O CE a r. ~ efering inc. Phone: (626) 357-0588 Fax: (626) 303-7957 rsEv. VICINITY MAP N.T.S. CONSTRUCTION NOTES: gmu n Q Smm DOM ASPHALT CONCRETE PAVEMEN . 1,518 L.F. STRUC1tlREs SHOAMN ON ARE A RECORDS. TO THE BEST OF OUR iKI0 LEDGE THERE ARE NO DOM UTILITIES MUM DQSTNNG ASPHALT CONCRETE PINIEME>IIT AND BASE. 16.213 S.F �3 CONSTRUCT 4.5' A.C. MN. OVER 12' WOW OF W COM FAM NATIVE SLIMA aE.. 55,444 S.F. 4� CONSTRUCT 8' P.C.C. CURB & GUTTER PER CRY OF FONTANA SiD. PUN W. rim 1000. SEE DETAL 1 ON SHEET NO. 4. �5 CONSTRUCT 6' P.C.C. COMMERCIAL, DRIVE APPROACH PER CRY OF FONTANA 1.320 S.F. STD. PLAN NO. 1002, SEE MTAL 2 ON SHEET NO. 4. �6 ` �..�� 6.020 S.F. T :7T.C7�S7' -.. -.�F . :�Y7F`• ni' 1*� [ � Y.� �; =s-'.:i7'�.7.. f .� ='. �•SL {t:..�:,"PtI7': .r �I� 'E.1.^ " .�r� �•`. Q t 1 EA. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RE'SPONITY S� � P t mom 1 . ¢�— - ....- -� .. aW-0- I 6' FIVE HYDRANT TO BE NSTAIM BY SAN GAIN IEA- VALLEY NATER COMPANY. 1 EA OWN ,. -.. - .. 12 CONSTRUCT MODIFIED DISCHARGE STRUCTURE PER CITY OF FONTANA 1 EA, STD. DETAIL 301. S=6', SEE DETAIL 3 ON SHEET NO. 4. 13 =0 .IW MIN OW. PAVEMEaIT AND OVERLAY .10 MN. i EA 14 GRN 1 1/r EXIST. A.0 PAVEMENT AND VMMBLE OVERLAY TO FEATHER OUT. 1 EA. 15 CONSTRUCT 6' P.C.C. MODIFY COMMERCIAL. RCAL. DRIVE APPROACH PER 1 Ell DETAIL 6 ON SHEET NO. 4. N CONNECTION Wm THE RMANCE OF WORK ON THIS PROW, EXCEPTMNG FOR LMLITY ARISM FROM THE SOLE NMIM NCE OF THE OWNI R OR THE _ _ Z7-offENGIN ' $TEyE.V L. �P,4Y C.E. 3533 - ""dill 1 a - '.". INDEX MAP SCALE 1'=100' PROP. LY E RELY k DC�LY 75' 42' 33' 10' 32' 1 30' EKISTMNG NrIPROVErENTS ROAD DEDICATION DOCUMENTAiTON9.5, 10* 10' RECORDMNG S1N. l PENDIN kt 0.50' 6 � � 3 1 14 LEND. 2% LINE — �- 4 L EXIST. CURB R p GUTTER 4' THICK SELECT LOCAL SELECT LOCAL - BASE MATERIAL BASE MATERIAL. OLEANDER AVENUE TYPICAL STREET SECTION TI -63 (I"a) BASIS OF BEARING THE KAM OF NORTH Mr 56' EAST ON THE CENTERLINE OF CITRUS AVENUE AS SHOWN ON PARCEL MMP In 5362, FiLED N BOOK 51, PAGE 0 OF PARCEL MAPS, IN THE OFFICE OF THE RECORDER. Comm OF SAN BERNMRDNNO. FONTANA BENCMARIC I.D. 289. DEStINPTION: SANTA ANA AVENUE & CATPM AVENUE RR SPACE N POLE # 61319 NE COR. ELEVATION: 1032.33' cwt civi4 Mmzk# sly WSW 001 ••.••�::: and Wastewatel•F.�giaeerltTg, .. max'::• ti��='`' ••��,�•�' .�s.�, P C'onstructioa ANN.` =ter ms}` `- - x fi - �y ``r, fiz a •;i w� Matta$I r1Blt and Sut'rrying . 1K''118 Wei Lime Avenue b YOU OK's silm CID Monrovia, Ca. 91016 1 A MIC NTNIITICE !Y Uil: O CE a r. ~ efering inc. Phone: (626) 357-0588 Fax: (626) 303-7957 rsEv. VICINITY MAP N.T.S. THE EXISTENCE AND LOCATION of ANY uNDERGROUND uTllm PIPES, ooNOLxTs OR!!!! THESE PLANS OBTANED BY SEARCH OF THE AVAILABLE CONSTRUCTION NOTES: gmu n Q Smm DOM ASPHALT CONCRETE PAVEMEN . 1,518 L.F. STRUC1tlREs SHOAMN ON ARE A RECORDS. TO THE BEST OF OUR iKI0 LEDGE THERE ARE NO DOM UTILITIES MUM DQSTNNG ASPHALT CONCRETE PINIEME>IIT AND BASE. 16.213 S.F �3 CONSTRUCT 4.5' A.C. MN. OVER 12' WOW OF W COM FAM NATIVE SLIMA aE.. 55,444 S.F. 4� CONSTRUCT 8' P.C.C. CURB & GUTTER PER CRY OF FONTANA SiD. PUN W. 1,204 L.F. 1000. SEE DETAL 1 ON SHEET NO. 4. �5 CONSTRUCT 6' P.C.C. COMMERCIAL, DRIVE APPROACH PER CRY OF FONTANA 1.320 S.F. STD. PLAN NO. 1002, SEE MTAL 2 ON SHEET NO. 4. �6 CONSTRUCT 4' P.C.C. SIDENAIK PER CITY OF FONTANA STD. PLAN NO. 1006, 6.020 S.F. �� SEE DETAL 5 ON SHEET NO. 4 (D PROTECT EXiSTING At IN-PLACE. _ - Q CONSTRUCT PARKWAY DRAIN PER S.F.P.W.C. STD. PLAN 151-1. S=4'. SEE 1 EA. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RE'SPONITY S� DETAIL 4 ON SHEET NO. 4• O EXIS1MiG FIRE HYDRANT M BE RELOCAiED BY SAN GAERIEL VALLEY NATER COMPANY. 1 Ek 10 I 6' FIVE HYDRANT TO BE NSTAIM BY SAN GAIN IEA- VALLEY NATER COMPANY. 1 EA G F&VVE PORTION OF EXISING DIRT/AC DRIVE AS SHOWN 12 CONSTRUCT MODIFIED DISCHARGE STRUCTURE PER CITY OF FONTANA 1 EA, STD. DETAIL 301. S=6', SEE DETAIL 3 ON SHEET NO. 4. 13 =0 .IW MIN OW. PAVEMEaIT AND OVERLAY .10 MN. i EA 14 GRN 1 1/r EXIST. A.0 PAVEMENT AND VMMBLE OVERLAY TO FEATHER OUT. 1 EA. 15 CONSTRUCT 6' P.C.C. MODIFY COMMERCIAL. RCAL. DRIVE APPROACH PER 1 Ell DETAIL 6 ON SHEET NO. 4. THE EXISTENCE AND LOCATION of ANY uNDERGROUND uTllm PIPES, ooNOLxTs OR!!!! THESE PLANS OBTANED BY SEARCH OF THE AVAILABLE 10 SHEET INDEX STRUC1tlREs SHOAMN ON ARE A RECORDS. TO THE BEST OF OUR iKI0 LEDGE THERE ARE NO DOM UTILITIES oQ�oFEss/pN9 ,�`� L• �F �JEN DOCEPT AS SHOIMN ON THESE PIANS. THE CONTTM4ta0R IS AMUIRED M TAKE y DUE PRECAU`TIONARY MEASURES TO PROTECT THE UTILITY LNNES SHOW ON THEE DWIIMMM THE CONTRACTOR F'URTHEit ASSUMES ALL LIABMITY AND RESPONSNEN.ITY w No. C35334 m �� 7'1�. C 1 f � �.G SHEET FOR THE , caroulTs OR sTRucn�Res SHOWN OR NOT SHOWN ONTHESE c Exp. 9-30-09 yam. 2 PLAN AND PROFU OLEIC NM AVENUE STA. 6+80.13 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RE'SPONITY S� �q CIVIL � OFCAI \3 SHT. 3 PLAN Atm PR%U OBER AVENUE STA. 15+00 TO 19+80.22 TSR JOB SiTE CONDITIONS DU NG THE COURSE OF CONSTRIK.'tION OF THIS PRO►EtCT. MICIUDNNG SAFETY OF ALL PERSONS MND PROPERTY: THAT THIS REQUREIM SHALL �P.�,/.A ENG/•t/EE.P/�t/G, /NC. SHT. 4 DETAILS APPLY CONTMNALLY AND wr BE I.NN m TO NORMAL. NORKNNG Hollis; MND THAT X800 /.t�0/,gitG4.4�/E. TIE CONTRACTOR SHALL DEFEND, INDETrNNIFY AND HOLD THE CITY. THE DARTER AND TIE ENGINEER HARMLESS FROM ANY AND ALL U MM, REAL OR ALLEGED, ,�/dE.PsioE, 44 9?5� N CONNECTION Wm THE RMANCE OF WORK ON THIS PROW, EXCEPTMNG FOR LMLITY ARISM FROM THE SOLE NMIM NCE OF THE OWNI R OR THE _ _ Z7-offENGIN ' $TEyE.V L. �P,4Y C.E. 3533 SHOULD CONSTRUCTION OF THE REQUIRED E881 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE: WITHIN TWO STREET IMPROVEMENT PIAN YEARS OF THE DATE OF APPROVAL SHOWN HEREON mvm BY.- 9CAE: AND CARRIED FORTH IN A DILIGENT MANNER, THE JAM. OLEANDER AVENUE NONE CITY ENGINEER MAY REQUIRE REVISIONS TO THEoESr"Wes' ,SHEET DAIE:02/ 2007 o wio� iP.N . sro a>�r. ,hErsEo PLANS TO BRING THEM INTO CONFORMANCE WITH +�� I •� L1 - - Dote : to - %I •� CHECKED BY: ORIq "O NO.: otwr STiQ/P>`B15R SEE✓i9fEET?oF¢. �� t O �,�`19 REv15101�1 oESCiff lr DALE EWA. an o�� STANDARDS IN EFFECT, W. DAVID BYRUM R.C.E. 43296 o- W.D.S. DA 4747 4