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R/W 34' 34 IA h W No 1 +19.23 BCR 1 22 22 ECR s � o 0 - '� N �' O r: 40 n �p . �► �. Met " , O 6 7 w 6 v 6 9 86.72 1 ,�i ° '_c o°� V N n1 N N° `° 9 N 6 6 EC BC 3 + p ECR t TC 5.68 5 BCR � 2 3 3 4 � 3 5 - 3 6 3 7 8 0 3 � 3 ^ N 10+00.00 JACKRABBIT STREET C INT. `° i-,.49.07' 4.0 � " 3 11+98.7 ry�l� 5 TC 3+02.77 � PROP. R/W o � � • :7.45 53.00' 70.00' 70.00' 70.00' 70.00' 70.00 70.00 70.00 70.00' m =20+48.68 SNOWBERRY DRIVE C/L ?p gym. 7 I - p • 00' 85.71 •• 6 IQ► 101------ - - 4 T 85.93 85.8 h h Cn 9 ass TC `� 8 83.25 82.26 N 2 N 0 14 PROP. 8" WATER 4 14 TC X 76 _ 11 +00 14 N J 1 B TC 12+00 _ 14 FL 13+00 TC _ 14+00 _ 15 00 - 14 N _ 16+00 /PROP. C/L _1 00 _ 1 B _18+00 19+0 _ � U 84.56 PROP. 8" SEWER 13 56.53 F m 65 "� , F 3 13 86CO2 2 I N h FS L 13 M 4 2 N TC ,, D E N O 13 G 4 ., - - O 2 ECR 67.78 70.00' 70.00' 70.00' 70.00' 0.00' 70.00' 70.00' 70.00' 70.00 70.00 70.00' 48.00' 6 4 5, 1 F 10+84.24 � �! h lz � PROP. R/w � P W :16 6 �` 7 71 vi . �' ' is io `° `r 82 Z �( 72 � *- � 73 4 P 74 �. 75 76 77 � ti 78 79 9 0 80 81 T _ + 9 w BG/ 'G 82' 3 K'� A� t� io N N N ti N + i F A� +N + + +�p +-�N +n 1 +ii � n I +n ^ u �u a,n a,I E -(n �e $, 5 a,9 6 1 M I al 00 M 1 Ch M � Ui L a 63, - 1G o .��,. 12+50.77 JACKRABBIT STREET C INT. c/ ►� =7+89.30 SERRANO AVENUE C/L CURVE/LINE DATA U 6 n 6 1,11 ATG n T G 82• CONSTRUCTION NOTES 9 ��5 45 8G n 1,f�1 19'29• 1 B CONSTRUCT 4.0" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE O7 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003 S 5,��. ,� 4 SUBGRADE PER STD. PLAN NO. 1000 8 CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT) N� (SEE NOTES 31 & 32; & TYPICAL SECTION ON SHEET 2) O PER STD. PLAN NO. 1016 �'►��� 0 CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 �' �9 CONSTRUCT RESIDENTJAL DRIVEWAY WITH PARKWAY SJDEWALKS 4, CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) PER STD. PLAN NO. 1005 IPER STD. PLAN NO. 1015 13 ADJUST MANHOLE RIM AND COVER TO GRADE !' 05 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 14 ADJUST WATER VALVE CAN, LID, AND COVER TO GRAD $ 6O CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8') �pFE� FE a BARB OF BEAR NOD OM ENG EER •� BEARSM ASE BARED ON THE WEST@EY LME OF THE NORTHEAS T I GUARTER OF TION � r 1 NORTI� RANGE 6 WEST, BEND A 8UCDNM N OF A PORTION OF THE NORTHEAST 1/4 OF Owille c 1 k m.. AL.BUO-KEEFE and ASOOC, NC. ♦ p� SAN BERNAI�NO ASM r10iWN ON AYB�DMK3 YAP OF OEC."TION 23, TOWNN•r 1 NORTH, RANGE 6 WEST, SAN �I YI NO mEREXAN, im Corona Pak Cou't 1011 NL ArrwWo BfMt TRACT 15760, PL® N BOOK 460 OF YAPS, AT PAGM 49 7HROt1d•I 66, COUNTY OF SAN BBN�fDNO. Corona, CA 92R7a Ana1� CA 62WO �►� Ms. E Ph tam 27'B'l'l000 PNx (7K) 630-t626 q Q z GRAPHIC SCALE 40 0 20 40 80 yMICUWIIIE, N THE O -r%AC OF TFE %AJUN IY RECORD@I OF SAN 0x2vww% M _f 1 " = 40' COUNTY, BENGI NORTH OF 00►30rw WEST, Fax. (SM 279 -MW Fax (714) 630-1016 � C � i M W REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER I D6aCl� BY bETHOPOLlTAN WATER D67YWT 80. QROFESs10 CITY OF FONTANA, CALIFO o' CALAROPM of T AVE __ CSE NE! R T AT TIf D � ���``�, , D. c��iy gel E N G I N E E R1 N G COYOTE CANYON TRACT 16290-1 i 80tlTi'IMIEB'T Comm OF Cf 'f w AVE AND slAr/ a AVE 101 � MRTF/d T1M0 YEARB OF Tif DATE OF APPfi0�1/AL 8F10WW c.� V 'fip c 937 SOUTH VIA LATA DRAWN BY- SCh: $ R$T WEST OF TFE CENTBEM OF CFNMIY AVE AND 37 HE EON /IND CAFE F'ORTH N A DLKIENT MANNER THE CRY ENi�i w rte'' COLTON CA5092324 OS � AS SHOWN ABOVE .o DESIGNED BY- DATE: � �1 TF�E NbRTH�T ODIM�@I � 1b FOCI WDEVE �T FU�i FORE DAYS �FaE YAY FEOI�� CONORION� AND STANDAFD6 EFifCT. � E P. 3/31 /06 j PH. 909 783-0101 FAX 909 783-0108 OHNE TO GLt EMOM AVENIE JULY. 2004 YM DIG PREPARED C D. S R.C.E. NO. 41983 CATCHDAM OA FOOT SOIUTH OF C UM FACE A STANDARD YOU DIG CHECKED BY: D Y' DRAWING NO.: Sj,�l CNi1. 03� IXP. 3/ / /� _ .� DATE: _-K n / REVISED AiW �. oN LOTS /-3, C -J �3, G - S F OF CA�� 01-/ � SC/JA YMAC 3 MICR ORAaB DNC STAY®'32A 1N2�. 1D11 fllE-e00-22i-2600 C ENGINEER R. .E. 51152 DATE: 8 A SIC SERVICE 1Y ICAO SERVICE ALERT v NAVD N-1BO6FN �n �� 7e �a2 • REcq¢D D141 •v/NG i�%i9 c8 Ioi'(di DELTA/BEARNO RADIUS L9�L/DI8'T. TANCENlT A 10 00'02" 112.00' 19.55' 9.80' B N32 27'22"W - 42.36' - C N22 27'19"W - 84.24' - D 13150'12" 62.00' 142.66' 138.72' E 11150'07" 57.00' 111.26' 84.24' F 11150'07" 37.00' 72.22' 54.68' G N80'37'10"W - 42.36' - H 10 00'02" 112.00" 19.55" 9.80' 1 N89 22'48"E - 250.77' - J N89 22'48"E - 79.54' - K 90 00'00" 30.00' 47.12' 30.00' L N89 22'48"E - 885.78' - M N89 22'48 "E - 719.26' - N N89 22'48"E - 620.32' - 0 N22 27'19"W - 34.99' - Q z GRAPHIC SCALE 40 0 20 40 80 yMICUWIIIE, N THE O -r%AC OF TFE %AJUN IY RECORD@I OF SAN 0x2vww% M _f 1 " = 40' COUNTY, BENGI NORTH OF 00►30rw WEST, Fax. (SM 279 -MW Fax (714) 630-1016 � C � i M W REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER I D6aCl� BY bETHOPOLlTAN WATER D67YWT 80. QROFESs10 CITY OF FONTANA, CALIFO o' CALAROPM of T AVE __ CSE NE! R T AT TIf D � ���``�, , D. c��iy gel E N G I N E E R1 N G COYOTE CANYON TRACT 16290-1 i 80tlTi'IMIEB'T Comm OF Cf 'f w AVE AND slAr/ a AVE 101 � MRTF/d T1M0 YEARB OF Tif DATE OF APPfi0�1/AL 8F10WW c.� V 'fip c 937 SOUTH VIA LATA DRAWN BY- SCh: $ R$T WEST OF TFE CENTBEM OF CFNMIY AVE AND 37 HE EON /IND CAFE F'ORTH N A DLKIENT MANNER THE CRY ENi�i w rte'' COLTON CA5092324 OS � AS SHOWN ABOVE .o DESIGNED BY- DATE: � �1 TF�E NbRTH�T ODIM�@I � 1b FOCI WDEVE �T FU�i FORE DAYS �FaE YAY FEOI�� CONORION� AND STANDAFD6 EFifCT. � E P. 3/31 /06 j PH. 909 783-0101 FAX 909 783-0108 OHNE TO GLt EMOM AVENIE JULY. 2004 YM DIG PREPARED C D. S R.C.E. NO. 41983 CATCHDAM OA FOOT SOIUTH OF C UM FACE A STANDARD YOU DIG CHECKED BY: D Y' DRAWING NO.: Sj,�l CNi1. 03� IXP. 3/ / /� _ .� DATE: _-K n / REVISED AiW �. oN LOTS /-3, C -J �3, G - S F OF CA�� 01-/ � SC/JA YMAC 3 MICR ORAaB DNC STAY®'32A 1N2�. 1D11 fllE-e00-22i-2600 C ENGINEER R. .E. 51152 DATE: 8 A SIC SERVICE 1Y ICAO SERVICE ALERT v NAVD N-1BO6FN �n �� 7e �a2 • REcq¢D D141 •v/NG i�%i9 c8 Ioi'(di