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W 3 wQ x.__;x� =1U , •► �, m o C) 39: �.d ; `' •. 0+5 11 3 i '\, �; O CONSTRUCT 4" MIN. A.C. PAVEMENT OVER I 1 11 O c„ EXISTING DWY �o W 3 �# -`- 23.1 # EXISTING R/W 12" COMPACTED (95%) NATIVE SOIL `D TO BE REMOVED cn ^°-Sy - - . ,\ ' _ ` # ' I 1 11 ^ o CD ,- L : - •-�" - 4 22.51 FL I 15 I O CONSTRUCT 4" P.C.C. SIDEWALK OVER # 11 1 ' 11' WIDE EXISTING + a aMz9 `^'• �v' I EXIST. STEEL 90% COMPACTED NATIVE SUBGRADE PER 1 3 I I 1 1 I I M \fY +O F- .... : # CD I I i I ' CONCRETE WALK c-)t�NUcn -� 'i o, # POWER POLE & ( /, I , CITY OF FONTANA STD PLAN NO. 1015. /I II', 21 4 TC I I `�,\ EXIST. STE L POWER �' ; I EXISTING 4 WIDE CATCH BASIN ' i i I i i \ , JOIN EXISTING POLE AN STREET Ln (2)ANCHORS SIDEWALK LIGHT TO REMAIN 8.5 / 11 O BE M1111140M E� 1 ;1 21 2 TC I't 1 EXISTING JOIN EXISTING LAN SCAPE LETTERED LO �3I tf _p `. ' �� � Y 1 20 2 v ti��� R/W -CURB & GUTTER PRO OSED R/W -� 4 - -------------- _ 1 4 ` �,,,, ------------------- -- - -----------------'_-___---_---1 3 \ \ --- -- -- - - --_--- I G X12 Vn RE N o___ O ��� - --�;3� - 7+00 -I - • - i;V,,�• ' EXISTING CURB & GUTTER 'I ii%•'' �. --------------------------------------------- --- ---- ---- ------ -- ECJ - % ---- ---- 20 ��7TI�C 21.23 TC � fn „ LIMITED y - Li 20 03 TC 20. 0 TC 20 20 44 __ - - - -- -- - =® - -- \ \ 20.14 FL 20 5 21 22 3 ' 3+ - - - - \ \ - • --- - - - - \I� -� �- _ \ - t 20 33 TC 20.49 TC 20 56 Tr 206 TC �\ Y\ \�� 5+00 1.16 T FS 4+00 84' �+ \ \ \ \ \ I �\ \I 6+00 � �� 20 76 20.87�/ 1 90 21 � I- - # 1 6 _F _ 1.11- - -�1- - - 1_ - - - - - - % 20 32 20 , 20.15 20.59 20 67 FS FS F S FS FS __ FS FS FS FS FS i (21.17)CL - 20 10 TC 20 30 TC 19 71 F 19'94 20.60 T 21.41 CL 40,30 21. 7 CL 29 C ^l` G1 (19 83 TC 19 92 TC 20 00 TC 19.79 19 6 FL f A-----. 7 �� I 1 7 0 0 - 1 ---------------------------------------------- ---------- ---- - -- ----------- -- - - -- - ----------------------------------------------- -� ��� 11� I '' 19 95 r-------.- _--- --- -------- -L .- FUTURE CURB &GUTTER ��"--------- 20 75 TC 20 85 TC 21.05 TC -------------- ---------------------- - ------------------------ ---- ` 20 21 TC I `„ X7.6 TC ;EXIS ING EDGE �L-T 1 o EX. �21.17) TC OF AVEMENT FUTURE W &GUTTER 1118 II 1'1 20.8 TC II I .-- BEGINNING ArNIOZ3S_12I_32- 1 1 .11 : 1, 11 W I 1 1 I I 11 I1 11 11S ARDINO A) t ! 1' 1 1 11 I1 ii �o� ONLY.' LIME CT. �c� STONE �N61 ti�S �oQ�°N ss, f � � 4 SC5 ALL 574 I)p #S �� � -- � D {�-- F- I V� '51>� , c --A � Z SCO S No. 45066 .. 9 S I- 22 2 - 2- ► I CD W Lu CIVIL r OF ca1.�F��`� t .. `T� 11 DIAL 11 r'IIA �. •' �•-, .- YOU DI 1,Y) MU • .It •.9 • « a- 2 RrCO QD tD2 A'A11 X16 zh C 51N, IPAy, tiW go H REV. I REVISION DESCRIPTION 11 .WAF1_ ,0 7/I 7Ad IM 16-1-0 DATE ENGR. CITY DATE 9 �--� EXISTING EDGE OF PSA-V-E-MENT 0+00 SAN BERNARDTNO AVENUE PARA W 23.30 CL 18 RCP DRAINS 671 / 21 TC,( �---- - - j-- - FL /7 INV. %Iki4e_VPfD,_-&7T� _ EXISTING P 1 N�UE. t I P_x15 8 "Cs(� h %; �: 0 �(17zt\--,- 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 STANDARDS IN EFFECT. 0 x F,LT W 90°3303" 35. ! 4V W THE BEARINGS OF N 00"93'19" W Q -------------------------- U CHRIS❑ AT S.W. COR. OR CATCH (n / 21 TC,( �---- - - j-- - FL /7 INV. %Iki4e_VPfD,_-&7T� _ EXISTING P 1 N�UE. t I P_x15 8 "Cs(� h %; �: 0 �(17zt\--,- 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 STANDARDS IN EFFECT. 0 ,o F,LT ® 90°3303" 35. ! 4V 3472 GRAPHIC SCALE 0 20 40 8o 920 (INS) 1 kwh w 40 R 5O SAWCUT & REMOVE EXIST. PAVEMENT. (�) REMOVE AND REPLACE EXISTING PAVEMENT AND BASE 0 GRIND AND OVERLAY EXISTING PAVEMENT 0.10" THICK FOR JOIN PURPOSES (8 CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1005 (�) CONST. CROSS GUTTER PER CITY OF FONTANA STD. PLAN DETAIL NO.104 (W=8') 11 , CONSTRUCT 8" CONC. CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1003. 12 CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER 12" COMPACTED (95%) NATIVE SOIL 13 CONSTRUCT 6.5" MIN. A.C. PAVEMENT OVER 12" COMPACTED (95%) NATIVE SOIL 14 CONSTRUCT 9500 LUMEN HPSV STREET LIGHT (100 WATT; #10) 25 FT. LUMINAIRE HEIGHT. 15 CONSTRUCT 16000 LUMEN HPSV STREET LIGHT (150 WATT; #15) 30 FT. LUMINAIRE HEIGHT. BENCH MARK: #529 BASIS OF BEARINGS: THE BEARINGS OF N 00"93'19" W CHRIS❑ AT S.W. COR. OR CATCH FOR THE CENTERLINE ON POPLAR BASIN AT N.E. COR. SAN BERNARDINC AVENUE AS SHOWN ON TRACT NO. AVE. AND POPLAR AVE. 15283 M.B. 253/5-7 INCLUSIVE IS THE BASIS FOR ALL BEARINGS ON ELEVATION: 1123.13 THE MAP. 11 E: - IoN'1 I Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA Q�,: 4 1 ° Fti LOREN PHILLIPS & ASSOCIATES a,' STREET IMPROVEMENT PLANS 8 JOHN H. COLLISTER A 22632 GOLDEN SPRINGS DRIVE SUITE 350 DRAWN BY TRACT N0. 15263 Na 12764 DIAMOND BAR, CA 91765 S.S. * EXP 3-31-&50% (909) 396-9636 BER DINO AVENUE DESIGNED BYAN CIVIL _ Tq Date : .6. ?o US' H.K. CHECKED BY AP OVE �F of CAS- H.K. r _ JOHN H. COLLISTER R.C.E. 12764 CTY ENGINES .E. 51152 DATE SCALE: AS SHOWN DATE: JUNE 2005 DWG NO.: 4 3738 4