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Loc - - 1 LOc_! _50.0 i A4 I 0. 0 :-TANGE191 _PI=1468-60--4- _Oc ___137;61 Oc 50.:0( :A 1 A -EFT-:, INE -49-- - I - 4 1 4 4-1 - PI= 6. -CENTE &7-2. --OF _00 %A_v ILU I cc 00 A�7 !2 -of A -74 --to i i m I co C!l F_ - ca C:�l 514 100 Co- ------ _50%_ -0 Go So- - i Q -- ---- 77 L4_ Lyra T 0) _cx K M, PROPOSED_7OP_OF_-_-_CURB;_--_- _"0-56%-1 V t --t -cc 00 I t T -C 4rt -_-.A1_7-z0--LEF_1=0E- -ENTERLINE� 1- i f ='�1'00%7 i cc C�D co �0 co co A n7no -5 OP___-0F77CUR --A CEI INE SED=T 1- 18!-7 LEF-71- F _ffERL IDENTICAL T-OINT1 I 5OX0, -P - _c ----- - -1-1 68. -13 tW-UND rn __c*4 LL c aL 4AM L -04 -4--- U_ ------- 71 0.--5 T 7-11 4 ff 540 n L_ LLj_ _j_PR6POSED_1FINItH=__ -AT -SURFACE-- 7FC- '�---SURFAC-E=AT-:��C-tt,,MI-JN��i---- '.6 ---50-00 -137 -1:-- F T __60. + --4--�- i 47-1 +---1-_ - -1 -4- Mi. _w V(; Cr C-) I T_ P I AF06 54-L- LO A t I - t - - - - I T IZD I q - 1- - - i. ___: 1� -, _: i I I I cz I I t A5 cd to _4 LO C1 0;50% i tmall ul-kinvu --ti Ii J4 PI= b Vt - M0 I C) --ri- CO _T/= -T- CO -67%=�, TAN 3 D' :p;t;tz pq:, - it _cb JAN -0. T JAN - ------ d 1-- -4 1 1_7___1__ --- --- - i _07- 00 '.00 Vn- _L URB� ____P_ROPOS F�C r-u-1-ur--40 :C6 r!"t'tt. 7r% _AT=_20 _RIGW57-0F:X - TERLINE j - EN t I- V V -_ 4 ........ F_:_OF_-_ CENTER N ZZ F_ -7 + -PROPOSED77OP-JOEC URB A T 7 i- i T_ T -7- PFU:U + T Hm.. rm AV LI -_LH I _A _--d 7 +00 10+00 11+00 12#00 13+00 14 -POO 15#00 16#00 17 18+00 19+00 GRAPHIC -SC-4-F - 40 0 20 40 so 160 3� 7 9 im fEr 7 8 1 40 Fr. CYPRESS AVENUE 9 miRABaLE WAY Q PACHE-C -0 WAY 35.38' Uj 8 w ca ccc SEE C17Y DWG NO, 39178 LOC -SEE SHEff NO, 5 JLL SHEET NO. 3 3 ca 6.4 60 16.9' lk 11 1 .1. 1. 1 4- Uj c� LOC Q - 'I C) 16F' 1 1 11 c1c C/) 132 32 32 c 36 Q Q 59 12 c 58 57 cn 1W 0� 3 7 Ird �b m j 1 12' c� 12' 20 to, 1 12' 4 OZ..) 56 55 C%4 00 64 w - < 00 J:: 12' 1 20 0� 1 10' - - - - V 00 8 a_ U r< K. C-4 + :14 LO rl-. oo LO rn CN I&IT vz r< -i __j c) C3; 41 %L& = + V_ cc Q Q 4- co 6 cc c4c' 5 LN I QD + cq + C=) c* 10+45.00 ECR C) C) PROPOSED R/W 10+4k00 BCR IV . V- 10+43.00 BCR 10+47.00 ECR r< C6 PROPOSED 8" WATER 1469.29- 1 14 6 9. 22: TC C 14- (n r%T"rr2c% '4 1467.49 TC 1467.57 Tic + + BY W111LAW4 34 CD F PROPOSED 30'" RCP 7 TYP. PROPOSED 5 PROPOSED E -4 -PER CITY DWG. NO. 3917 cN FFIRE HYDRANT FIRE HYDRANT t d cn it I - 4 26 CD 011 _G) _j 73 A It N CD & PROPOSED j Z Z --- ---- 24" RCE C) 00 (_X01111 1 4 _U41 ;04i 17 18 1 3 LLJ 5Z / I a 00 11 Ift. I- W 63�� 1 _ 4 1 - s - i . . - I - I VV N69-0ts lb w _T 24- RCP T_ N89 -58-16-W 13 3 F 13 F 04 13 4a PO -.- _�s _cN fl t P1 Im -Do 'D 24" RCP 1?c P U -i OD L-3, C) F; CONSRUMON N07ES V V CJ N V V V \1 V L -Li Zc 6 T A.;6 I :m to it I I I I cf) ci cs - 14- :z U_ 10 (L r-liz 13 0 1 cc CL PROPOSED R/WJ -c4 11 10 CONSTRUCT 41' AC PAVEMENT IN) OVER 12'* OF 95% COMPACTED NATIVE SOIL 10 CN aw 5 (SEE GENERAL NOTE 31 & 32� m 9 1�\11 5 PROPOSED R/W 7 14- 1- r-. 7 TYP. w + 11+46.00 ECR C-3 TYP. C-) N, 00 '114 0 Q rn :z lo- 11 +46.00 13CR 3 CONSTRUCT 6* PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 V- < 1467.42 TC Q:c t�i m LU U.J C) CD PROPOSED 8 SEWER CL co C-) PROPOSED 3 0'* STORM DRAIN -j ca 1467.42 TC 4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' 0) LU:3= co cq _j _cn a- cL En co >_ d -3 c� CJ I P-1 PER CITY DWG. C5 1,% .>- >- uj PER CITY DAG NO. 3977 6-400 m LU cc !R cf) _(n NO. 3976 01 11 Uj cz 00 �:: 6 8y' + CONSTRUCT 40 PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON Ic <-) cq 13- cq cj a- + co 0 PLAN (n V 5 10 11 12 13 14 15 n V_ 104 34 16 1�7 18 19 20 cj 21 + -I- t. . cy; a, __j __j - C6 to m __j __j Im Q C-) C6 CONSTRUCT CURB ACCESS RAMP PER C17Y STD. DWG. NO. 1006 00 �-_ C.D I __ 3 t I U U 12 J-24 12P + 8 LO 00 a 11 %_ - tD cq C1 9 c'! c) 7 - CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 10059 W=16' UNLESS NOTED c;i LZ1-z CL 8 cl d 0 X 0 co c� OTHERWISE cn co 4 + + 9 + + rA CONSTRUCT LOCAL DEPRESSION PER AP.WA STD. DWG. NO. 313-1s AS SHOWN ON SHT 7 cq c� %.w1jcWELL LANE (CASE AS SHOWN ON PLAN) WE SHU NO. 5 0- CONSTRUCT CATCH 13ASIN PER AP.WA STD. DWG. NO. 300-2s AS SHOWN ON SHT 7 (WIDTH AS SHOWN ON PLAN) LEGEND. @-INSTALL 5800 LUMEN HPSV (70 WATT]; #7) LUMINAIRE PICARDY P1 ACF NOTE: Oro PITV nwf-% Mn -1-Alf 9 -c-) all ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 0 A E . LENGTH 53.72" 17C)i B 50.00' N6729'21 `W C 38.00' -207*28'55". .13 7.-61 D 177.24 i tmall ul-kinvu --ti Ii J4 PI= b Vt - M0 I C) --ri- CO _T/= -T- CO -67%=�, TAN 3 D' :p;t;tz pq:, - it _cb JAN -0. T JAN - ------ d 1-- -4 1 1_7___1__ --- --- - i _07- 00 '.00 Vn- _L URB� ____P_ROPOS F�C r-u-1-ur--40 :C6 r!"t'tt. 7r% _AT=_20 _RIGW57-0F:X - TERLINE j - EN t I- V V -_ 4 ........ F_:_OF_-_ CENTER N ZZ F_ -7 + -PROPOSED77OP-JOEC URB A T 7 i- i T_ T -7- PFU:U + T Hm.. rm AV LI -_LH I _A _--d 7 +00 10+00 11+00 12#00 13+00 14 -POO 15#00 16#00 17 18+00 19+00 GRAPHIC -SC-4-F - 40 0 20 40 so 160 3� 7 9 im fEr 7 8 1 40 Fr. CYPRESS AVENUE 9 miRABaLE WAY Q PACHE-C -0 WAY 35.38' Uj 8 w ca ccc SEE C17Y DWG NO, 39178 LOC -SEE SHEff NO, 5 JLL SHEET NO. 3 3 ca 6.4 60 16.9' lk 11 1 .1. 1. 1 4- Uj c� LOC Q - 'I C) 16F' 1 1 11 c1c C/) 132 32 32 c 36 Q Q 59 12 c 58 57 cn 1W 0� 3 7 Ird �b m j 1 12' c� 12' 20 to, 1 12' 4 OZ..) 56 55 C%4 00 64 w - < 00 J:: 12' 1 20 0� 1 10' - - - - V 00 8 a_ U r< K. C-4 + :14 LO rl-. oo LO rn CN I&IT vz r< -i __j c) C3; 41 %L& = + V_ cc Q Q 4- co 6 cc c4c' 5 LN I QD + cq + C=) c* 10+45.00 ECR C) C) PROPOSED R/W 10+4k00 BCR IV . V- 10+43.00 BCR 10+47.00 ECR r< C6 PROPOSED 8" WATER 1469.29- 1 14 6 9. 22: TC C 14- (n r%T"rr2c% '4 1467.49 TC 1467.57 Tic + + BY W111LAW4 34 CD F PROPOSED 30'" RCP 7 TYP. PROPOSED 5 PROPOSED E -4 -PER CITY DWG. NO. 3917 cN FFIRE HYDRANT FIRE HYDRANT t d cn it I - 4 26 CD 011 _G) _j 73 A It N CD & PROPOSED j Z Z --- ---- 24" RCE C) 00 (_X01111 1 4 _U41 ;04i 17 18 1 3 LLJ 5Z / I a 00 11 Ift. I- W 63�� 1 _ 4 1 - s - i . . - I - I VV N69-0ts lb w _T 24- RCP T_ N89 -58-16-W 13 3 F 13 F 04 13 4a PO -.- _�s _cN fl t P1 Im -Do 'D 24" RCP 1?c P U -i OD L-3, C) F; CONSRUMON N07ES V V CJ N V V V \1 V L -Li Zc 6 T A.;6 I :m to it I I I I cf) ci cs - 14- :z U_ 10 (L r-liz 13 0 1 cc CL PROPOSED R/WJ -c4 11 10 CONSTRUCT 41' AC PAVEMENT IN) OVER 12'* OF 95% COMPACTED NATIVE SOIL 10 CN aw 5 (SEE GENERAL NOTE 31 & 32� m 9 1�\11 5 PROPOSED R/W 7 14- 1- r-. 7 TYP. w + 11+46.00 ECR C-3 TYP. C-) N, 00 '114 0 Q rn :z lo- 11 +46.00 13CR 3 CONSTRUCT 6* PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 V- < 1467.42 TC Q:c t�i m LU U.J C) CD PROPOSED 8 SEWER CL co C-) PROPOSED 3 0'* STORM DRAIN -j ca 1467.42 TC 4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' 0) LU:3= co cq _j _cn a- cL En co >_ d -3 c� CJ I P-1 PER CITY DWG. C5 1,% .>- >- uj PER CITY DAG NO. 3977 6-400 m LU cc !R cf) _(n NO. 3976 01 11 Uj cz 00 �:: 6 8y' + CONSTRUCT 40 PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON Ic <-) cq 13- cq cj a- + co 0 PLAN (n V 5 10 11 12 13 14 15 n V_ 104 34 16 1�7 18 19 20 cj 21 + -I- t. . cy; a, __j __j - C6 to m __j __j Im Q C-) C6 CONSTRUCT CURB ACCESS RAMP PER C17Y STD. DWG. NO. 1006 00 �-_ C.D I __ 3 t I U U 12 J-24 12P + 8 LO 00 a 11 %_ - tD cq C1 9 c'! c) 7 - CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 10059 W=16' UNLESS NOTED c;i LZ1-z CL 8 cl d 0 X 0 co c� OTHERWISE cn co 4 + + 9 + + rA CONSTRUCT LOCAL DEPRESSION PER AP.WA STD. DWG. NO. 313-1s AS SHOWN ON SHT 7 cq c� %.w1jcWELL LANE (CASE AS SHOWN ON PLAN) WE SHU NO. 5 0- CONSTRUCT CATCH 13ASIN PER AP.WA STD. DWG. NO. 300-2s AS SHOWN ON SHT 7 (WIDTH AS SHOWN ON PLAN) LEGEND. @-INSTALL 5800 LUMEN HPSV (70 WATT]; #7) LUMINAIRE PICARDY P1 ACF NOTE: Oro PITV nwf-% Mn -1-Alf 9 INDICATES PROPOSED A.C. PAVEMENT CURVE & LINE TABLE ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 0 A RADIUS 112 DELTA 2728 ."55m LENGTH 53.72" TMGENT 13EARING 27.39" B 50.00' N6729'21 `W C 38.00' -207*28'55". .13 7.-61 D 177.24 2728'54" 85.01 " 43.34' E 25.00" 90*00'00n 39.27* 25.00' F 30.00' 90-00-00- 1 47.12' 30.00' 1 INDICATES PROPOSED A.C. PAVEMENT DRIVEWAY LOCATIONS SHOWN HEREON ARE ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 APROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN ROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. CIO BAW OF A BE RNW OLI (9. (f ro No. 36052 rT1 Exp. 6 -3G-20 . BEARINGS ARE BASED ON THE CENTERLINE OF WkI NUT AVENUE R4YN291110 e_1 1.VZ4,0q1eV 'W725, LP civil_ RFl T14 JqQ0xUq'1 F" WP'qT q q nwm m TPArT lRx;79 Pr nrn i r- at \`i 2 MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF PREPARED FOR: OMML BMCHMAW Prepared By: Of Ess /0 CITY 0.F__.F0NTANA,. 1-% A . LJF<)R . NIA &MV6WffM WT COMMMCE WUM CITY OF FONTMi4 BM -361 ALLARD ENGINEERING S. -117 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER STREff IMPROVEMElff PLANS 7WO YEAM OF 17-E DAM OF APMOVAL OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning YH WALNff LLC co __V DRAWN BY: SCALE. -AAAAAAAA&%%%VVVVVVV~ - AAIVVVVVVV%Afvvvdvvvvv%A 1365.01., SINCE DESTROYED W -C T M. -W243 -SHM+EFAEM AND -CARRM-FOMINA ELEVATION. -825S m -AV=2 No. 43976 m AE AS NUTED WENT MANWR THE MY ENGWEER MAY 10370 TRADEMARK STREET Fontana, California 92335 U-1 DIAL TWO WORKING 0(_ Exp. 6/30/07 DESIGNED BY. FRO S266-9 W F MIRABELLE PLACE TO DATE. BEFORE DAYS BEFORE FEOUM FEVOONS TO TW PL" TO RANCHO CUCAMONGA, CA. 91730 WE MNCHWRK 356-IB15 Fax (909) 356-1795 ML 06P I VA f'^1 1VT OCTOBER, 2_005 7U. xCHKO LL)4_X4M-1 YOU DIG 'YOU DIG 'SW CORNER, SEC. 31, R.5k, SA3M.-2- I.P. BFW THM RUO CONFOWANCE WM TEL (909) 291-7600 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF 4-11- CHECKED 13Y.- APP VED 8 DRAWING NO.: 2 TOLL FREE 800-227-2600 CONDffKMS AW STAMAFW N EFFECT FAX (909) 291-7630 BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, R.C.E. 43976 Date OP L ml J, 4f DATE:1, , z �p A PUBLIC ISIERVICE BY UNDERGROUND "31ERVICE ALERT R.C.E. *511:52 3975 7 1`571v6vlolew 1`519 "ziulAl 011 -ELEVATM Cl��GWEER _22�_ Filename: M:\dwg\15931 \Fnal Design\STREET'S\TR16723-ST02.dwg