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I W in -- ---- 7 177- ------ Tf W V TA -U_ 7: --j- q- - f .4� __77_1 1,1 --fu 'i . ....... il­ 7, ........... . _7,' 7 4 1 .... ....... . _771,77-7-7, F5, ,j 4 .. ...... -771 71 77771=7 7" 7777-7' "Al :, �'. '_:� 1 � - , -_ i - -,-- 4. ------ -- -- 7- - ------ - ----- h9 7 7- ....... . .. ­­.- ---- --- .... ... ... 1� jym-, _711 4 7- _ + ----- - . ..... _.­ -4- _PR0 4E&;��:TCOL -6F­4?1GFTff�-.'_-fC--U 7-7777 -7-7-7 7 _q, 4 T J T 7 7, 77, 7 -T '4, S T U� _'A 711 . . . . .. . . .. . -f-cc +----- --- 7- 77t ­ I 10 PROPOqFr) 90' ';FWFR FAI;FMFNT 11 12 . . . . . . . --- 7 :71 77,7 -77--j -:77 + . ..... .... 71 14 15 I L Titf =77 -- ---- - ------ PROPOSED STORM DRAIN 0 N 0 1-, _%__1 a*&-- M_ MOW 1 1 rIL;I-- TIM 1 0) 8" YCP SEWER 0 X0 P�< 0 PER DWG. NO. 3077 wc� Lri^ M ME DWG NO. 2874 cj r-� LO PER DWG. NO., 3076 00 LO + 0 z 0(030 CD — Co Al 29 Qf LO r 39 7= 1`0 31 32 35 36 37 00 a- LO j + +11 12+11.00 ECR 12 0 BCR 0 PO 5' P. U. E. — (1376.72 TC R/W (1,376.84 TC7 W g, LU "'M I A N cm I F kA z . ... . ... R ?0L 77 77U7 7T 7 --�7777 W W z -"rl�"I"�."""�""I",-""�II."�l",�,,,,,,-_,��,."� N"I", y W — — — — — — --- — — 77 r— — --- — — — — — — — t1k ti 10 R/W .0 M 12+97.00 ECR 12+97.00 BCR 5' P. U. E. 6 W 0 x . Z, (1376.72 TC (1376.88 TC) t 50 49 0 A 0 A -11 48 47 46 —45, 44 41 40 LO LO 0 85 Ld 1,6 Lo (D + to M 0 n V) (n 0 12+54.00 APRI( 0) � 20' 20' Cq4 ro of 00) 15+37.00 MYRT 057<q po I OP 1Z (1376.21 FS) pDr%mncc,r,% Of)' CTr% D IL A nDAIKI C- A C C- k I C- k IT IXTAL A e)Ldru 2 RE CURVE DATA 0 --:r __7 L T 1 � ----- Z= 62.00' T-- 1111, 7_11'1,�_111 _,-:7 _,-:7 -1- .... ...... J-_ 4 - ------- 4 B 38.00' 253'44'23" 168.29' . . . . . . . . 4, -7, 777 CITY OF FONTANA, C LIFORNIA f r ALLARD ENGINEERING y ?�Of E S S STREET IMPROVEMENT PLANS 11 Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Drawn By: TRACT NO. 160M Scale: . . . . . . . . . . . . . . . . . . . . . . . . Fontana, California 92335 NO. 413976 M U.1 X Exp. 6/30/05 WIF STME I I Wffu PLACE 1 40 6-1795 \V1 Designed By: JF STA.14�92.W Tq�497.99"PQM Date: March 2002 clvl�_ 7: David S. Hammer, R.C.E. 43976 Data (expires 6/30/2M5) ALIV Checked By - Zq AW -4- Dwg. No 3075 3 DH PITY ENGINEER R.C.E.'51'152 1 PROPOSED STORM DRAIN 0 N 0 1-, _%__1 a*&-- M_ MOW 1 1 rIL;I-- TIM 1 0) 8" YCP SEWER 0 X0 P�< 0 PER DWG. NO. 3077 wc� Lri^ M ME DWG NO. 2874 cj r-� LO PER DWG. NO., 3076 00 LO + 0 z 0(030 CD — Co Al 29 Qf LO r 39 7= 1`0 31 32 35 36 37 00 a- LO j + +11 12+11.00 ECR 12 0 BCR 0 PO 5' P. U. E. — (1376.72 TC R/W (1,376.84 TC7 W g, LU "'M I A N cm I F kA z . ... . ... R ?0L 77 77U7 7T 7 --�7777 W W z -"rl�"I"�."""�""I",-""�II."�l",�,,,,,,-_,��,."� N"I", y W — — — — — — --- — — 77 r— — --- — — — — — — — t1k ti 10 R/W .0 M 12+97.00 ECR 12+97.00 BCR 5' P. U. E. 6 W 0 x . Z, (1376.72 TC (1376.88 TC) t 50 49 0 A 0 A -11 48 47 46 —45, 44 41 40 LO LO 0 85 Ld 1,6 Lo (D + to M 0 n V) (n 0 12+54.00 APRI( 0) � 20' 20' Cq4 ro of 00) 15+37.00 MYRT 057<q po I OP 1Z (1376.21 FS) pDr%mncc,r,% Of)' CTr% D IL A nDAIKI C- A C C- k I C- k IT IXTAL A e)Ldru 2 RE CURVE DATA 0 R A L T A 62.00' 36*52 9 12 39.90' 20.67' B 38.00' 253'44'23" 168.29' I inch = 40 ft pi ft1w7mind Smim AW SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF P c4a ToLL mim APPROVAL SHOWN HEREON AND CARRIED FORTH IN A C= DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 1-800 REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 2V-2= M WOMIC DAYS BUQW YIN W = Tin 54' MYRTLE PLACE mi SEE DWG NO. 2874 CONSTRUCTION NOTES APRICOT TREE WAY TRACT 16085-1 INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016 Z�s RECORD DOCUME N7 CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE ( See general notes 27&28) These Record Documents have been prepared CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 based on information provided by others. The CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=5.5' Design Professional has not verified the accuracy and/or completeness of this information and shall ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 not be responsible for any errors or omissions REMOVE WOOD BARRICADE h,\ rn be incorporated herein as a result 40 10 CONSTRUCT TRAFFIC BARRICADE PER STD DWG NO. 118 Z__I 15 - 0or 11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 DATE 12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 PLANS PREPARED FOR REVISION8 Engineer City BENCHMARK Ro - Api5royal Date: Approval Date: Av, S:: 32 70=25RA2 EMU IJA ir.-IS-39 CENTEX HOMES B.M. # 361, SPIKE IN NORTH FACE OF P.P. 2280 WARDLOW CIRCLE #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. SUITE 150 CORONA, CA. 92880 (909) 279-4000 ELEVATION: 1365.01 J- ------ _-=-+�.77.77177.77-. 7771.77- f 4 , 'j, . ......... 71� PROFILE HORIZ: 1"= 40' VERT. 1 " = 4 P GRAPHIC SCALE 2 0 40 - % 8 0 160 I .? - __? I ( D1 FEET ) I inch = 40 ft Prepamd By: CITY OF FONTANA, C LIFORNIA ALLARD ENGINEERING y ?�Of E S S STREET IMPROVEMENT PLANS Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Drawn By: TRACT NO. 160M Scale: . . . . . . . . . . . . . . . . . . . . . . . . Fontana, California 92335 NO. 413976 M U.1 X Exp. 6/30/05 WIF STME I I Wffu PLACE 1 40 6-1795 \V1 Designed By: JF STA.14�92.W Tq�497.99"PQM Date: March 2002 clvl�_ David S. Hammer, R.C.E. 43976 Data (expires 6/30/2M5) ALIV Checked By - Zq AW Approved: , Dwg. No 3075 DH PITY ENGINEER R.C.E.'51'152 1