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D E TC 1 ►� N H 5 rJ s 13 TC LITERAL A TC \. 7' A 1*00� 2 J 5 g 5 I 18 6+46.24 GLEENWOOD A VENUE C/L T \ = s 54.43 \ \ 1 6 62 54 EC 20.13' 61 87.00' 53• 8 ECR 109.46 109.46' BCR �- 44. 15+33.44 PROP. R/W 18+14.31 `�. TC I \ \\ 63 \G \ ;� �G L�6 12+45.69 PROP. R/W o r � E 1 TC N11 c o ECR p \ \\ 61 6,ZG K si 4 m � 4' BCR .' it o � I 18 \ \ \ 41 ^ + N + * 32' + + N 59 \\ e G `'� 109 108 20• 20 38 z - 37 zo' 0 12 � 110 / 111 CURVE/LINE DATA \\\sem o� `'` o ± I ' T/1!. WAY � m > CONSTRUCTION NOTES \ -� 7 * o L 0 T A C�LENiiV�00D AVEMJE �? U �T8 \ \\\ Sip \1 o `�� 95 1 + � a 1 B CONSTRUCT 4.0" A.C. PAVEMENT OVER 12" MIN. OF 9590 COMPACTED NATIVE \ \\ '`? A ' . too ci 3 O SUBGRADE PER STD. PLAN N . 58 \\ \ �� \\ \ �� (SEE NOTES 31 & 32; & TYPICAL SECTION ON SHEET 2) 8 \ mac, g, f' \ o n 10+00.00 HONEY PINE UNE C IN . 32 ti N =16+17.31 SNOWBERRY DRIVE C/L ZO � 57 �' R 0 T.ij- ��� ► DELTA/BEAFEIO RADIUS I E�L/L�IST. TANOEW A 86 50'01 " 25.00' 37.89' 23.66' B N55'10'21 "E - 21.80' - C 94'01'53" 25.00' 41.03' 26.82' D 34'12'26" 375.00' 223.89' 115.39' E 30'10'34" 355.00' 186.97' 95.71' F 3102'27" 395.00' 214.00' 109.69' G N89 22'48"E - 242.71' - H N89 22'48"E - 197.74' - 1 N89 22'48"E - 568.65' - J 89 58'00" 25.00' 39.26' 24.99' K 90 02'00" 25.00' 39.28' 25.01' L N89 22'48"E - 370.94' - M N89 22'48 "E - 280.91 ' - N 90 00'00" 25.00' 39.27' 25.00' \\\sem o� `'` o ± I ' T/1!. WAY � m > CONSTRUCTION NOTES \ -� 7 * o L 0 T A C�LENiiV�00D AVEMJE �? U �T8 \ \\\ Sip \1 o `�� 95 1 + � a 1 B CONSTRUCT 4.0" A.C. PAVEMENT OVER 12" MIN. OF 9590 COMPACTED NATIVE \ \\ '`? A ' . too ci 3 O SUBGRADE PER STD. PLAN N . 58 \\ \ �� \\ \ �� (SEE NOTES 31 & 32; & TYPICAL SECTION ON SHEET 2) 8 \ mac, g, f' \ o n 10+00.00 HONEY PINE UNE C IN . 32 ti N =16+17.31 SNOWBERRY DRIVE C/L ZO � 57 �' R 0 T.ij- ��� ► w1f �1v1 --_!A fig!.; W IAL -f'1!-W-u!>A-Jk -. `f-►.`_ • --♦ f _ _.. _ 4O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) DRAWING NO.: 6 PER STD. PLAN NO. 1015 DATE: 614 D' SC/JA ?k ITY ENGINEER R.C.E. 51152 5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 . 1 - z. • • .. 1 • f _ - • f 0. • . • O6 . 1 . QROFE �O, 80 CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT) SCALE: Q. C(/,y tiZ SOUTI•IW W COF6E1l1 OF CHEW AVE AND BI T AVE 101 PER STD. PLAN NO. 1016 ~�V� �'z O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS GRAPHIC SCALE =_=�! .moi-. + r 1 ,� = �f r •• • = a r � 1 " = 40' s'j,9� CIVIL 13 ADJUST MANHOLE RIM AND COVER TO GRADE ���� �a\P ._.. _: _. _ .. _ .. , I 14 ADJUST WATER VALVE CAN, LID, AND COVER TO GRADE OS SM-E'"UR AS SHOWN ABOVE F MT WMT OF T!E CB�AMM OF CHEW AVE AND 37 CITY OF FONTANA, CALIFORNIA o QRuF ESs/off �� �w �F ENGINEERING X50• OF 84AIM'f AVE AND CPQ AVE AT TFE 2O CONSTRUCT 6 CURB AND GUTTER PER STD. PLAN NO. 1003 CHECKED BY: 4O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) DRAWING NO.: 6 PER STD. PLAN NO. 1015 DATE: 614 D' SC/JA ?k ITY ENGINEER R.C.E. 51152 5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 BHOIAD OF T1f NOT APPROVAL 8F10WW O6 CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8') QROFE �O, 80 CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT) SCALE: Q. C(/,y tiZ SOUTI•IW W COF6E1l1 OF CHEW AVE AND BI T AVE 101 PER STD. PLAN NO. 1016 ~�V� �'z O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS GRAPHIC SCALE 3 m PER STD. PLAN N0. 1005 40 0 20 4o I I 1 * 11 INSTALL STREET NAME SIGN WITH STOP SIGN (R 1-1) BELOW PER STD. DETAIL 139 1 " = 40' s'j,9� CIVIL 13 ADJUST MANHOLE RIM AND COVER TO GRADE �a\P � r,•, OF CALIF 0 14 ADJUST WATER VALVE CAN, LID, AND COVER TO GRADE OS SM-E'"UR AS SHOWN ABOVE F MT WMT OF T!E CB�AMM OF CHEW AVE AND 37 CITY OF FONTANA, CALIFORNIA o QRuF ESs/off �� �w �F ENGINEERING COYOTE CANYON TRACT 16290-1 i OF 84AIM'f AVE AND CPQ AVE AT TFE EXP. DA /3 CHECKED BY: Z • � DRAWING NO.: 6 F OF CAS\E� DATE: 614 D' SC/JA ?k ITY ENGINEER R.C.E. 51152 ' DATE: I 8 BHOIAD OF T1f NOT APPROVAL 8F10WW � '� c.) V i ti �L c� J+ 937 SOUTH VIA LATA DRAWN BY: ��� SCALE: i SOUTI•IW W COF6E1l1 OF CHEW AVE AND BI T AVE 101 � CO�ICE Mlfi}EI TVMO YEARS OF Tt•E DATE OF - c� � r,•, SUITE 500 OS --� AS SHOWN ABOVE F MT WMT OF T!E CB�AMM OF CHEW AVE AND 37 FELON APD CARRIED FOM N A DLXENT MANNER TI -E CITY ENC# `'' NO. C041983 r^ COLTON, CA 92324 DESIGNED PW LAIN DA�XLY, - FEET SOl1Ti� OF Tf•E CENTERLM OF SI K#N AVE SET FRaUSH DIAL TWO YDRKING MAY FES FEIIMNS TO Tf E PLANS TO OW40 THEM NTO EXP. 3/31 /06 PH. 909 783-0101 FAX 909 783-0108 LBBY: TO AVENW 2004 1. ON THE NOFfT1.1W W COI OF A 10 FOOIT MIRE BEFORE DAYS >fEFOlE WfTH OOPDf KM AND S'TANDAFDS N B CT. ' PREPARED BY• HRIS D S RCE NO 41983 i CATCHDAM QS FOOT 9OUrH OF CLM FACF• A STAPD�ARD YOU DIG YOU DIG N k*A= S NCH MASS DING OTAkVED SIA VW. 1i0LL H� _app -227_2600 / XErisEo prys &, cos 8 87 d9 90 z 15 i A r1�.IC SERVICE >tY tAN SERVICE At ERT v NAVD N - ISOSkttis �T) ioB roy • REcoao oCA&IIvc �� 17 og 4 J},4l CNL EXP. DA /3 CHECKED BY: Z • � DRAWING NO.: 6 F OF CAS\E� DATE: 614 D' SC/JA ?k ITY ENGINEER R.C.E. 51152 ' DATE: I 8 4