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SIDEWALK PER CIN OF FONTANA STANDARD PLAN No. 1006. w w w f-� Z ::E�� w w w zw Q w wQ > zQ Z j QQ C_Q J O CONSTRUCT 2:1 PAVEMENT TAPER TO EXISTING EDGE OF PAVEMENT/MATCH TO ADJACENT > Jn °� 00 � � °0 O_ ADJACENT SITE NOT A PART N Q cn N 0 V)> cn Ln IMPROVEMENTS 0o c 0 X w 0�w+ <X 0 40' DRIVEWAY vwo0 +w +o0 +wo wo 8" CURB 8GUTTER F- o -o}-- 6.5' SIDEWALK <QZ Of QQz <C) QOz � EXISTING R/W c~n V)o c~n c i� V)w (nn w EXISTING R f W EDGE OF-� _- —,8" CURB JOIN TO 967.57 FS JOIN TO 969.69 FS �_ EDGE OF 8 CURB M SANTA ANA AVENUE PAVEMENT 18' GUTTER TO VERIFYCONTRACTCONTRACT VERIOR 11 SANTA ANA' PAVEMENT -- �---- N -- It 18" 8 UTTER 9 10 11 11 FY N89'43'45"E 12 7 L5 13 8 9 14 �, 16� o N - ✓ 2 2 3' E ��GN� EDGE OFJ�- o ►� 8 CURB EDGE OF LIN OF SIG 1 2E : SNE OF N 18» GUTTER PAVEMENT HT PER STD. 70Q PAVEMENT r . r �. �-- ,,::;:.. 10 EXISTING R f W �;:.: ............... ,:: .... :::::: � II P OVEMENTS � EXISTING �o ~� s -..--w I (~1bT A PART) 40' DRIVEWAY .o j ? 4 ��._ �� ., .,: wr 1 .�u Lp p � o 14.3 0 o I PROPERTY N U) z °° LINE/CURVE TABLE LINEo PROPERTY w = N N N o LINE #�CURVE #LEN LENGTH BEARING DELTA RADIUS �LINE ~ a- d- � LliW � m � c w L1 103.36' N89' 43' 45.75"E -- o 0 0 o z o o r? -H L2 4.90' SO' 35' 55.00"W ---- - W r� O al i-- 00 c ° oo CL 000 �0 �a-zc°'o © 5.10' NO' 35' 55.00"E -- Nm °- co �N � 20 ��3E-- �O tnwrn w N � o o m X W L4 8.60' N89* 43' 45.75"E -- - ±�o o W? V) Q + Mico w� GRAPHIC SCALE r � u 0 w N w-- 0 n 40 0 20 40 gp � 1319.68, N89 43, 45.7513E -- cnV)o 4? cr< 0 ©1 10.24' 90.87 6.50' ct ©cn 2 2 3 1 INCH = 40 FEET ® 10.05' 89.13 6.50' SAWCUT AND REMOVE EXISITNG AC PAVEMENT COLD PLANE/CONSTRUCT VARIABLE DEPTH AC ------------------- OVERLAY (1.5" MINIMUM) DATE: MARCH 2009 BENCHMARK No. B-134 _ ELE'✓A TION 11.85.77_9BASIS OF BEARING NOTICE.' NMENT PREPARED eY LOCATION: OF SANTA ANA AVENUEALIG _ CITY OF FONTANA,CALIFORNIA �� ,SHOULD CONSTRUCTION OF THE REQUIRED oof Ess ro��\'Blti�DT� RAILROAD SPIKE IN PP No. 304407E AT NORTH EAST CORNER OF BEING N 89 4345" E PER P.M. B. 4629 IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS o QR HUDOZ N'�t�l� i3�� STREET IMPROVEMENT P LAN S ALMOND AVENUE AND ARROW ROUTE. P.M.B. 47/19 DIAL TOLL FREE OF THE DATE OF APPROVAL SHOWN HEREON AND ���IV0y F�1�1� 9 'ice ��lS Fax (951) X83 -3440 i -800--227-2600 CARRIED FORTH IN A DILIGENT MANNER, THE CITY Q DRAWN BY: SCALE: AS SHOWN LEGAL DESCRIPTION: ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO % c� N0. 58020 ET �� ,: AT LEAST TWO DAYS BRING THEM INTO CONFORMANCE WITH CONDITIONS j EXP. 6/30/10 j PREPARED BY DESIGNED BY: 14403 SANTA ANA AVENUE DATE: THE EAST Y OF THE WEST �2 OF THE EAST i` OF LOT 153 AS SHOWN ON s �- R.C.E. No. 58020 THE MAP OF THE SUBDIVISION OF THE SEMI -TROPIC LAND AND WATER BEFORE YOU DIG R�®�� ,.�� Ate, $ AND STANDARDS !N EFFECT. lit` �� C� ����/� PH / AS SHOWN COMPANY IN THE COUNTY OF SAN BERNARDINO COUNY, STATE OF \\�vi \ F CAL�F��� PAULt/-UDDLESTdN,-PIO&Irl I -_ / - — 4CALIFORNIA PER MAP RECORDED 1N BOOK '11 OF MAPS, PAGE 12, UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA � R�ulSf-� L)CS(4^5 Gogh SPA^) -1 oQ � ,('�. �������R. DATE CHECKED BY: �P�P VED ? � : � / .� DWG. NO.: RECORDS OF SAID COUNTY RECORDER. REV. REVISION DESCRIPTION DATE ENGR. ITY DATE! CITY ERGNEER R.C.E. 51152 DATE 4783 Y2 (D CONSTRUCT 6.5" MIN. ASPHALT CONCRETE PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. O2 CONSTRUCT 8" CURB &GUTTER PER CIN OF FONTANA STANDARD PLAN No. 1000. O CONSTRUCT 40' COMMERCIAL DRIVE APPROACH PER CIN OF FONTANA STANDARD PLAN No. 1002. O CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CIN OF FONTANA STANDARD PLAN No. 1006. O5 CONSTRUCT 6" THICK P.C.C. SIDEWALK PER CIN OF FONTANA STANDARD PLAN No. 1006. O6 NOT USED O7 SAW CUT EXISTING A.C. TO FORM SMOOTH SURFACE. O CONSTRUCT 2:1 PAVEMENT TAPER TO EXISTING EDGE OF PAVEMENT/MATCH TO ADJACENT SITE. W O INSTALL CALIFORNIA MUTCD 2003 TYPE "F" DELINEATORS. ZUO) INSTALL CRASH SAND FILLED BARRELS FOR POWER POLE PROTECTION. � VJ 1� COLD PLANE/CONSTRUCT VARIABLE DEPTH AC OVERLAY (1.5" MINIMUM). 07 Q � REMOVAL NOTES W(DPROTECT EXISTING FIRE HYDRANT Z N (D RELOCATE EXISTING POWER POLE v LEGEND CONSTRUCT 6.5" MIN. ASPHALT CONCRETE PAVEMENT OVER 12° MIN. OF 95% COMPACTED NATIVE SUBGRADE. SAWCUT AND REMOVE EXISITNG AC PAVEMENT COLD PLANE/CONSTRUCT VARIABLE DEPTH AC ------------------- OVERLAY (1.5" MINIMUM) DATE: MARCH 2009 BENCHMARK No. B-134 _ ELE'✓A TION 11.85.77_9BASIS OF BEARING NOTICE.' NMENT PREPARED eY LOCATION: OF SANTA ANA AVENUEALIG _ CITY OF FONTANA,CALIFORNIA �� ,SHOULD CONSTRUCTION OF THE REQUIRED oof Ess ro��\'Blti�DT� RAILROAD SPIKE IN PP No. 304407E AT NORTH EAST CORNER OF BEING N 89 4345" E PER P.M. B. 4629 IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS o QR HUDOZ N'�t�l� i3�� STREET IMPROVEMENT P LAN S ALMOND AVENUE AND ARROW ROUTE. P.M.B. 47/19 DIAL TOLL FREE OF THE DATE OF APPROVAL SHOWN HEREON AND ���IV0y F�1�1� 9 'ice ��lS Fax (951) X83 -3440 i -800--227-2600 CARRIED FORTH IN A DILIGENT MANNER, THE CITY Q DRAWN BY: SCALE: AS SHOWN LEGAL DESCRIPTION: ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO % c� N0. 58020 ET �� ,: AT LEAST TWO DAYS BRING THEM INTO CONFORMANCE WITH CONDITIONS j EXP. 6/30/10 j PREPARED BY DESIGNED BY: 14403 SANTA ANA AVENUE DATE: THE EAST Y OF THE WEST �2 OF THE EAST i` OF LOT 153 AS SHOWN ON s �- R.C.E. No. 58020 THE MAP OF THE SUBDIVISION OF THE SEMI -TROPIC LAND AND WATER BEFORE YOU DIG R�®�� ,.�� Ate, $ AND STANDARDS !N EFFECT. lit` �� C� ����/� PH / AS SHOWN COMPANY IN THE COUNTY OF SAN BERNARDINO COUNY, STATE OF \\�vi \ F CAL�F��� PAULt/-UDDLESTdN,-PIO&Irl I -_ / - — 4CALIFORNIA PER MAP RECORDED 1N BOOK '11 OF MAPS, PAGE 12, UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA � R�ulSf-� L)CS(4^5 Gogh SPA^) -1 oQ � ,('�. �������R. DATE CHECKED BY: �P�P VED ? � : � / .� DWG. NO.: RECORDS OF SAID COUNTY RECORDER. REV. REVISION DESCRIPTION DATE ENGR. ITY DATE! CITY ERGNEER R.C.E. 51152 DATE 4783 Y2