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Home My WebLink About5501-3P P. TOP ILY CUF 0.66% 0.66% 0.79% � 0.44% 1.29% iiiiiiii • iiiiiii:. � 1 1 - - iii iii — iii . iii • iii — � iii iii — i_i__i — - iii iiiiiiiiiii i • U m • - iiii iii U W • iii 1715 ir�r!—rl— i NLY cv LO C -t; CO P P. TOP ILY CUF 0.66% 0.66% 0.79% � 0.44% 1.29% iiiiiiii • iiiiiii:. i SAN BERNARDINO COUNTY BENCHMARK # 6-7. - - iii iii — iii . iii • iii — � iii iii — i_i__i — - iii iiiiiiiiiii - O - U m U w LO co � - v m U W - -' a0 ` N - �r��ii CD M N N N N cv LO C -t; CO iii e iii ar iii iii • —iiiii —iiiii _i_r N= N N N J J J+ N CC. iii — iii ii----7�� iii r•7ii i MIME MIME CC � CCCCCCCC9CCCC�IMMiC co J i L=54.62' 1 I ' 1 iCG:9"Ire SCC iiii!—r�iiiii■•D '• • • iiiiiiiiiii■\QIR•L iii iiiiiiiii 1 C f L=55.33' • i�aiiiii 0. C. 4_F O.C. • • ilii 1: 0.44% 0 0.42% .44% O r + to E9 s— '.GROUND iii I". TOP CURB -iiiiiiiiiiiiiii iiiiiiii • iiiiiii:. i SAN BERNARDINO COUNTY BENCHMARK # 6-7. - - iii iii — iii . iii • iii — � iii iii — i_i__i — - iii iiiiiiiiiii • i i — ii ii .• iii � iii AS N 01'10'30" W WAS USED AS THE BASIS • • � �iiis �r��ii - C��C��C�M • iii e iii ar iii iii • —iiiii —iiiii _i_r IMEM .�=�� - - • �CC�C CC. iii — iii ii----7�� iii r•7ii i MIME MIME CC � CCCCCCCC9CCCC�IMMiC M iii i 1 • ' O r + to E9 s— '.GROUND iii I". TOP CURB -iiiiiiiiiiiiiii iiiiiiii • iiiiiii:. IME SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS - iii iii — iii . iii • iii — � iii iii — i_i__i — - iii iiiiiiiiiii iii i � r� iiii • AS N 01'10'30" W WAS USED AS THE BASIS C6 _ e • —iiiii iiW--NEMI�iii�iii ii - C��C��C�M • iii e iii ar iii iii • —iiiii —iiiii _i_r IMEM .�=�� - - • 35.00' , 1--_a n____ iii — iii ii----7�� iii r•7ii i MIME MIME CC � CCCCCCCC9CCCC�IMMiC ��=1�� I ii iio i iiii iii iii iii r.L 1715 � Y TC 0 N 0 o W -f- 1: coO W T co co CONSTRUCTION NOTES 0 CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL COMPACTED TO 95% PER CITY STD. PLAN NO. 401. 2 CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. 3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6'). 4 CONSTRUCT 10' WIDE CROSS GUTTER PER CITY STD. PLAN NO. PLAN 403. 5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. 6 ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000. O CONSTRUCT MIN. 0.10' A.C. PAVEMENT OVERLAY (5' MIN. WIDE); FEATHER FOR SMOOTH JOIN. SAW -CUT MIN. V WIDE ALONG EXIST PAVEMENT EDGE. 10 INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184042 (95 WATT ACTUAL) PER CITY STD. PLAN NO. 404, CASE 1; CARPINTERIA POLE AND TEARDROP FIXTURE. 11 CONSTRUCT BARRICADE PER STD. PLAN NO. 4000. 12 CONSTRUCT 8" TO 6" CURB FACE P.C.C. CURB TRANSITION 13 SAWCUT AND REMOVE EXISTING AC PAVEMENT 14 CONSTRUCT 4"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL COMPACTED TO 95% PER CITY STD. PLAN NO. 400. 16 RELOCATE EXISTING WATER LINE & APPURTENANCES PER SEPARATE PLAN (BY OTHERS). OAK GROVE AVE. o� CD co c+o ----------------------------------- BASIS OF BEARINGS: IME SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS --------------- A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN 35.00' IME= AS N 01'10'30" W WAS USED AS THE BASIS C6 89°25'16" OF BEARINGS FOR THIS MAP. iii! ELEVATION: 1739.006' C��C��C�M 90'24'10" 35.00' IMEM .�=�� 35.25' �� MADOLE 9 0 o 3 2 PITTSBURGH AVE., SUITE 23 RANCHO CUCAMONGA, CA. 91730 PHONE 909.481.6322 Engineering Communities for Life FAX 909.481.6320 Bf" o� DA 35.00' � i _ � MIME MIME CC � CCCCCCCC9CCCC�IMMiC ELL L. ATSURU EXP. 30 81 1 •1' 1 i 1 • ' 1 I ' 1 iCG:9"Ire SCC iiii!—r�iiiii■•D '• • • iiiiiiiiiii■\QIR•L iii iiiiiiiii 1 1 • 1 ,iiii 0.62% i • i�aiiiii i iir�iiiiiiiiii isiiiiiiiii fLY CURB iii • • ilii ii iii— 11 iiiiiiiiiii + • • ilii iii iiil� iiiiiiiiiiii—iii— iiiiiiii iiiiiiii iiiiiiii iiii ii7,�.■per ' + • ■ • ■ i ii�^1Ciii - ii I — ��-- = ilii FIN�� — •iiii�1� \�� = A —iii— -iiiiiiii -d�•T'� 'I1!— • � — ■ ■ ■■ • • == C MMC i ii — === _ ..>.CCC iii l'��iii — . •iii � _....C. ��yy.��\•.��I�—___:CC=CCCC EN �CC — CCCC �CCCCCCCC�� -- -iiii ---ii .i iii • .. i •• • - ' - - .i - iii�p-�i= .i iii • == — iii ii ii •. • .. i==================-=======- .i -i iii l+•_ii i i • iii��== . l�.i �� : iiiiiiiiiii �� iiiiiiiiii -i iiii iii �i • i i ' Y iiiiiiiiiii i -iii iiiiiiii -iiiiiiiiiiii • i �i i _ iiiiiiiiiii iii ��J � LI �- 7- -iiiiiiii- -iiiiiiii -iiiiiiii -iiiiiiii iiiiiiiiii -iiiiiiii -iiiiiiii iiiii i • 1 1 i 1 I • i • 1 ii�I1L7I � iiiii �i��— Ir ii i7 •r • iiii- iiii- -iiiiiiii -iiiiiiii� -iiiiiiii i �i� iiii- -iiiiiiii iiiiiii -iiiiiiii iiiiiii ii • 1 i i 1 • i ii iiii iiitiLs iii — ii • = -iiiiiiiiii -iiiiiiiiii -iiiiiiiiii -iiiiiii=ii i i i • • • 1 • i i — iii — iii i � �i — iii``• • _Sii ` �—ii L.�'.il!•�iit= . ��{,TT{,��iii-- iii iiii i iiii i iiii 1 / I � i i — - • • • i •� i �� •� ii • iii • i �ii� R'iiii l •Ii•>•ii � 1 � ' �_ ,' iii ___ viii ��....�� — •• • � � •• • � _ • i • ,Pry ii � — ��ii iii i�� iii iii •• — 1 iiii—•1 • ^ ^ ii _ • • •• i i_ii i_ii i_i 11111111 —_ TC—i—=== • iii �7ii T •��ii . . . .. •• ii iiiii iiiii iiiiiiiiii .i - i - - � ��'ii lr•ll•�i iii li•i i=iiii=iiiiiiiiiiiiiiiiiiiiii- i iiii .i i RIME=IME iii •,—i i - =�===i =============iii===================== -ii Ciiii•iiiiiiiii�iiiiiiiii iii iiiiiiiiii_— iiiiiii— :CC�CCCCCCCCCCCCCCCCCCCCCCCCCCCC :CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC :CCCCC�CCCCC�C�C�C�C�C�C�CCC�C�C �L�CCCCCCCCCCCCC�ZT�::`� iCCCCCCCCCCCCCCC=1��'��: CC��CCCCCCCCCCCCCCC� .iiiiiiii :CCCCCCCCCCCCCCCCCC�CCCCCCCC=CCC_=��CCCCCC .iiiiiiii iiiiiiii -iiiiiiii �i�� •iiii iii iiii -iiiiiiii -iiiiiiii + -iiiiiiii iiiiiiii -iiiiiiii -iiiiiiii iiii -iiiiiiii iiii -iiiiiiii iiii -iiiiiiii iiii • • • + � \ iiiiiiii — - i i i — i i i i — • i — iiii iii�iii • iii • iii iii _ iiiiL�■� — iiii • —1 iii = �• iiil7 i -iiiiiiii iii�7 -iiiiiiii -iiiiiiii�C�� .i iii— . -i iir!•f� -i �3•ii iiii =.i i ii ■ - •• • ■ ■ - � - • i • i i i i i i i i i i • i • iii — •• iii�iiirJ iiii•—'i.` iii iii iii = iiii iii!!!!ff iii—,. iiiw iiii �•f iii -i iii - iii -i iii J�7i ii • ■■ — • • ■• . iii iii i i iii iii iii �� iiiiiiiii iiii iii i i�� . - iii [r—=i . iii � . • iii .—ii . iii — • ii • i . •• - � . i �� i •. • iii iii iii iiiiiiiii iiiiiiiiiiiiiiiiiii iii iii iii iiiiiiiii iiiiiiiii iiiiiiiii iiiiiiiiii : — . �� i �i . S✓:i �i ii iiiiiiiii iiiiiiiiii i • iiii — i _ iii i • iii i iii ii ii ii ii •• iiiiiiiiii iiiiiiiiii iiiiiiiiii iiiiiiiiiii iiiiiiiiii iiiiiiiiii iiiiiiiiii iiiiiiiiii iiiiiii— i iiii iii i_iii , .. , . • • • iiiiiiiiiii i iiiii_i_i_i_i_i_i_i_i_i__ii_i__ii_i_—_ iiiiiiiiii iiiiiii— -iiiii iii ii—iiiii iii— • • iiiiiiiiiii iiiiiiiiiii _ii_i_i_i_iiiii_ iiiiiiiiii iiiiiii— iiiiiii 120 c TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CASA GRANDE AVENUE REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE PROFILE HORIZ 40' VERT 1"= 4' PLAN 1 "= 40' TC SCALE IN FEET 40 80 120 1 0 II 0 w 0 .� OW N c=r) LJu r W aW �w cn SEE M. NO. 5M SHEET 8 OF 13 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 CONDITIONS AND STANDARDS IN EFFECT. BENCH MARK: #6-7 BASIS OF BEARINGS: DELTA SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS TANGENT A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN 35.00' CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS C6 89°25'16" OF BEARINGS FOR THIS MAP. 54.62' ELEVATION: 1739.006' C7 90'24'10" 35.00' PREPARED UNDER THE SUPERVISION OF: 35.25' a, s = G 2 W 3 No. 36637 C m � M * Exp: 06-30-18 * OF V kL_ ��\P MADOLE 9 0 o 3 2 PITTSBURGH AVE., SUITE 23 RANCHO CUCAMONGA, CA. 91730 PHONE 909.481.6322 Engineering Communities for Life FAX 909.481.6320 Bf" o� DA 35.00' 54.73' DRAWN BY: DM DESIGNED BY: SL CHECKED BY: -WEN ELL L. ATSURU EXP. 30 81 WLI R.C.E. 36637 Curve Table CURVE DELTA RADIUS LENGTH TANGENT C5 90°34'44" 35.00' 55.33' 35.36' C6 89°25'16" 35.00' 54.62' 34.65' C7 90'24'10" 35.00' 55.22' 35.25' C8 89°35'50" 35.00' 54.73' 34.75' M CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN SCALE: CASA GRANDE AVENUE AS SHOWN STA. 110+00.00 TO STA. 121 +00.00 DATE: MAY 2016 APPRO BY: DRAWING N0. 3 7/31/2017 5501 CITY ENGINEER R.C.E. 51152 DATE 4 z Q J a z w LU O LU w U) w 0 z c� a Q U M N M N