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Home My WebLink About5144-254.63' O.C. 55.32' O.C. 54.63' O.C. I N.W. CURB RETURN N.E. CURB RETURN _ N.W. CURB RETURN PROP. TOP OF 8- CURB AT 22' WEST � SEE PRO LE LEFT I 3.65 .00 .24 13.83 - PROP. TOP OF 8" A.C. m " I r ,� PROP. TOP OF 8� CURB O.C. w w O.C. .0 w � O.C. v BERM IN TRANSITION Cl I.- N � � o NORTH o Cov o o PROP. TOP OF 8' CURB Cl c^�,, m N AT 52 N r-- m o ( o + I v v AT 52 NORTH F- - t oo v o ^ �; ^ N • rv-- m m m~ fv-- m y v `O o N I �- �'� ♦ rr� PROP. TOP OF 8" A.C. m v caro to � ^ oo N a0 C4 °D fv-- Clo �•, N I �, ^ � tom , M O� r- C.4 � +rte _ BERM IN TRANSITION �5 U V_ w- w- N N N: N N I N CK) Iq O N ♦ - N M wU ^ Ori N r�N Atna/_ I m O H r- r\ r` ^ ^ N N � ^C14 + N 0o N .85%- ` f + N L,Jvf m 17 C4 O� Nto r r r +r\ Go C4 ^N _ _ C14 MINNOW o �n N W_ V V_� �; - 3.511%9 + N # 0.5M402.25�%e 4.15 0.559: #---. ti. - _ �_4�- EXISTING GROUND OI 0.43i AT 52 ORTH Co 1.62.70% 2.72%s 8.92 O o 1270 - -6.1.00% '� O �� - 1 .�+-t_0 PROP.- FLOWLINE �9.4,b ^ $ N o N EXISTING GROUND CROSS -G o �•^ Clo, + v i ' i AT 52 NORTH ^ AT MOC r- 1-- w AT MOC o 1�I LY T C E. LY T C ^ + (� N O N O N O �+- to O r' I O ♦ n N O N � O^ li O i O O 40 f U vv vvI PR O Cl OP. FlNISH SURFACE ^ N Co L oo, + o^ v v _ EXISTING GRADE 0 SAW -CUT UNE o AT CENTERLINE N C`' w o N o `* � N 19' NORTH OF C L O ( N �, o� w EXISTING FINISH SURFACE ei Go + � + cOo v � / o ^ � C w � co AT CENTERLINE LO c6 N N O r►� N EXISTING FINISH -SURFACE--o Cl �-' (_0 �-�"- cn o �_ `.- �. N En O Ito O M � v Li li I +^ 00 N EXISTING GRADE ®SAW -CUT LINE o -� o o AT CENTERLINE N W SAW- CUT o o M 19 NORTH OF C L �' o U + rn r<i �r -- � + t` 1.29_ / O N O O O nj t10 N v v _ - -W O � 0 . ap N - r` N _ �- ON ON ON ON 0=:-- + rte= 17r--`r.:PO 1 ^ N Cl oo EXISTING FINISH SURFACE o co N _ - O= W N w o ^ Clw $ o AT CENTERLINE L i 04 `. `. - - - o _ _ ��.j + ClClco 0 O - cl = 1O N vv - Cl M ■ t_ + N N _ - - - ^ o 0 W 4.00% X4.0090 o L + r�1270 1.27.0 v v - �` O ' cy)O� W C L C L O O N O T p r- + r` + / / s r. co O FZ p 4m N ; ^ OO N ♦ n I ; O `/ `/ O + 1 tor� O r- N pO O to N v -I-,I ^ O ♦ r` ._ • $ M N - EXISTING GRADE 0 SAW -CUT UNE + 78.04' 24' SOUTH OF C/L ■J 55.32 O.C. 12 0 + to v 13.76' SOUTH EAST CURB RETURN - _ % % - V_ N vv 27.0 _ _ . - - - �- � _ � N.E...-CURB RETURN a ' o �-' T f SEE PROFILE LEFT v SAW CUT v EXISTING GRADE 0 SAW CUT UNE 5.06' 8.70' 27.19 9.83 4 9.82 27.20 O 00 J.. SAW -CUT c 24 SOUTH OF CA � o O m ao CC) 114 LL_ U w U w O F- PROPOSED TC + r` w rn -+ t,t s, o; v O o0 52 SOUTH OF C L N o0 � Oma''' r` i .�. I ennencrn An ot-ou t U , O i .. O �'� I '� to ... M �t wi 1270 S' LY T CURVE TABLE ® DELTA TRANS 39 TO 52 SOUTH OF C m c� TANGENT L+A v m 78'27'47" 10.00' 13.69' � � U �- N N O O� uV v +fes a' � ■ - � i r� CV T Nr` �� rZN 31y■ N 2. 79.03' 50.50' m 89'25'59" 50.00' FV.. L 49.51' F- # 00 ppj O 'm o p PROPOSED TC • 52 SOUTH OF C/L 35.00' v m m M N r- O W_ � i N + ^ r- + Go N 55.32' n C oar - - - _0„60 - + ^ ^ N _ PROP. TOP OF 8" BERN ^ ^ NN N car Li rZ to m O m O � M O (V Q p O LO C4 ' ^ N N U 1-- ^ N ^ N �/ 31� � - - r # _ - 2.30 - IN TRANSITION-. - r- O to O � Imo 0 0o p r` O o tD + r- _L N C4 + r� # U0 N - - - - - , = - + coQ+ N Cl o .r+ N - •- 0 � T1.999.' o _ ! �. _�-- 3.54% PROP. TOP OF 8 CURBIr- N N + _ _ ,50- _ - N 16 PROP 1270 r _ _ 12 r 0 - - - _ AT 24 EAST SAW -CUT UNE -- rZ �� m _tzi = SLY TC - _ E' LY TC I SULTANA AVE. (NORTH) 15 -EXIST -`' �- _ 1269.97TB= U_ U_ o o W w I _ l -1270.16 TB - - ULT. . 1269.49 rt � Cl p 0 ; N U U m M 0 3 M Lo 3 +- PA N::1 � I� tC J M 17 U =am d`` d - REMOVE EXISTING j Q_= L AC PAVEMENT n 000 U n O O pp N �''• no --- I PROFILE SCALE: - o O N HORIZ. - In = =40' - - 8.63 13 69 ' 1. 5.06' � 23.67' 5' 12.96' 9.95' 27.45' VERT. - i" = 4' - CURVE TABLE ® DELTA RADIUS LENGTH TANGENT AO 78'27'47" 10.00' 13.69' 8.16' BO 78'27'47" 10.00' 13.69' 8.16' CO 9734'01" 50.00' 79.03' 50.50' DO 89'25'59" 50.00' 78.05' 49.51' EO 89'2559" 35.00' 54.63' 34.66' <F) 90'34'01" 35.00' 55.32' 35.35' 12+00 13+00- 79.03' SCALE: SOUTH WEST CURB RETURN it HORIZ. - i" = 40' VERT. - i" = 4' i 14+00 - CONSTRUCT NEW ' ASPHALT PAVEMENT 0 20 40 80 120 PCC SIDEWALK . Thienes En ineerin , /roc. 9' 9 CONSTRUCT NEW PCC DRIVEWAY V/ GRIND AND OVERLAY DRAWN BY: BOULEVARD SCALE. SCALE: AS SHO * R.C.E. N0. 56155 r * PH(714)521-4811 FA%'(714)521-417.3 - MSR P MD � N DESIGNED BY: Iu1SR DATE: jn Exp. 12-31-14 -:T '9� 12+91.72 M STA. 20+00.00 N CHECKED 81(: APP D BY: , -- w DATE: �'' l / SCALE:1 "=40' 2 C / V , � c Or ��O C A�- Date :q Z I � 0r ---- - __ - - - - -- - - �EXIST _L --EXIST- - 12+00 13+00 14+00 ,- -z=------ - ---- _ - ------ --- -- ,, 16 PROP SAW -CUT UNE -- -r 16 1 15 -EXIST -`' �- _ 1269.97TB= I _ l -1270.16 TB - - ULT. . 1269.49 rt � R/W n M 0 3 M Lo 3 +- PA N::1 M M: =am d`` d - REMOVE EXISTING j Q_= L AC PAVEMENT - CONSTRUCT NEW ' ASPHALT PAVEMENT CITY OF FONTANA, CALIFORNIA CONSTRUCT NEW PCC SIDEWALK . Thienes En ineerin , /roc. 9' 9 CONSTRUCT NEW PCC DRIVEWAY V/ GRIND AND OVERLAY DIG,�E ► T 15+00 17- 16+00 STA: 37+96.53 END A.C. BERM TRANS. U. SULTANA I r �IIII E AVE. SEE COUNTY S.B. FILE NO. 081-084 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 18+00 ST 19+00 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. 37+00 38+00 CONSTRUCTION NOTES 1O SAW -CUT AND REMOVE EXISTING AC PAVEMENT. 2O REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY) 3O PROTECT EXISTING SIGN IN PLACE 4O REMOVE EXISTING CHAIN LINK FENCE 5O PROTECT EXISTING TREE IN PLACE. 6O PROTECT EXISTING WATER METER IN PLACE 7O EXISTING POWER POLE (TO BE UNDERGROUND OR RELOCATED BY OTHERS) 8O CONSTRUCT 8' CURB k GUTTER PER FONTANA STD. PLAN N0. 1000. 9O CONSTRUCT S' ASPHALT BERM. , 10 10 CONSTRUCT MODIFIED STD. PUW. N0. ED CURB RETURN ACCESS RAMP PER FOa1004. INCLUDE 36' DEEP 'YELLOW DETECTABLE WARNING (TRUNCATED DOMES) AT BASE OF RAMP. 11 CONSTRUCT STD. CURB RET }!RN ACCESS RAMP PER FONT" STD. PLAN. N0. 1003. INCLUDE 36' DEEP "YELLOW DETECTABLE WARNING �TRUNCAiED DOMES) AT BASE OF RAMP. 12 CONSTRUCT 6' (WIDE) 4' P.C.C. SIDEWALK PER FONTANA STD. Pl1W N0. 1006. 13 CONSTRUCT COMMERCIAL DRIVEWAY PER FONTANA STD. PLAN N0. 1002, AS MODIFIED PER DEfNL ON SHEEP 3. G INSTALL TRAFFIC SIGNAL PER SEPARATE PLAN. 15 CONSTRUCT _' AC OVER 2CAB MINIMUM, OVER NATIVE MATERIALCOMPACTEDTO 95% (SEE GENERAL NOTE N0. 32.) 16 GRIND do OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH J2' (WIDTH PER PLAN/SEE DETAIL SHEET 1). 17 EXISTING FIRE HYDRANT TO BE REMOVED (8Y FONTANA WATER COMPANY) a EXISTING STREET LIGHT TO BE REMOVED (BY SCE FORCES) 19 PROPOSED STREET LIGHT PER SEPARATE PLAN. 20 EXISTING WATER VALVE TO BE ADJUSTED TO GRADE (BY FONTANA WATER COMPANY). 21 PROPOSED FIRE HYDRANT (BY FONTANA WATER COMPANY). 22 REMOVE EXISTING WALL COMPLETE. 23 REMOVE/ RELOCATE EXISTING BILLBOARD SIGN COMPLETE. 24 REMOVE EXISTING GAS METER. 25 REMOVE EXISTING CMP OUTLET (SEE PUBLIC STORM DRAIN PLANS). 26 REMOVE EXISTING GRATED INLET (SEE PUBUC STORM DRAIN PLANS). 27 REMOVE EXISTING TREE. 28 PROTECT EXISTING C.L FENCE IN PLACE 29 REMOVE EXISTING TRAFFIC SIGN. 30 REMOVE EXISTING FIRE HYDRANT IN PLACE (D ADJUST EXIST. MANHOLE TO GRADE 32 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. 403. WD/D# 8_36C.11368681, OSS/0 '�F Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA A�R� S r ti Thienes En ineerin , /roc. 9' 9 STREET IMPROVEMENT PLAN \�� Cy CML ENG/NEER/NG - LAND SURVEYING 14349 F7RESrONE LA MIRALK CALIFORN14 U90638D DRAWN BY: BOULEVARD SCALE. SCALE: AS SHO * R.C.E. N0. 56155 r * PH(714)521-4811 FA%'(714)521-417.3 - MSR P MD � N DESIGNED BY: Iu1SR DATE: jn Exp. 12-31-14 -:T '9� 12+91.72 M STA. 20+00.00 \ a s CHECKED 81(: APP D BY: , -- w DATE: �'' l / • DRAWING NO.: 5144 2 C / V , � c Or ��O C A�- Date :q Z I a REINHARD ST NZEL RCE NO. 56155 RM