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3043-9
1515 WR 1495 CL INT 10+00.00 JEANETTE DRIVE =15+98.05 CHMTEL DRIVE ST =9+95.00 JEANETTE DRIVE swig 0 "&me mpn M WM . —r ,ow o�- *m o 00 0 2Q�80!" W g H2 H moo+ q a ++� in t i Z a Li so: �Lj W nK 0 -c LO uicl to crD •yo 10+00 CHANTEL DRIVE SEE SHEET 5 � II GRANTEE DRIVE SEE SHEET 5 U- EX TRA STRENGTH VCP 11+00 12+00 13+00 KIRSTEN COURT SEE SHEET 10 CONSTRUCTION NOTES 1a- INSTALL 8' EXTRA STRENGTH VCP SEWER 2a-- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 3a- INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 6a-- BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) SEWER LATERALS LOCATION (BY STATION) POINT OF REVERSE SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. "AS BUILT" STA. REMARKS LOT NO. DESIGN STA. AS BUILT" STA. REMARKS 53 18+59.09 L JEANETTE DRIVE 63 12+66.42 L "ETTE DRIVE 54 18+04.14 L JEANETTE DRIVE 64 11+77.42 L JEANETTE DRIVE 55 17+74.14 L JEANETTE DRIVE 65 11+47.42 L JEANETTE DRIVE 56 16+75.14 L JEANETTE DRIVE 66 10+64.48 L JEANETTE DRIVE 57 16+45.14 L JEANETTE DRIVE 109 15+48.87 R JEANETTE DRIVE 58 15+44.87 L JEANETTE DRIVE 110 14+55.74 R "ETTE DRIVE 59 1 15+18.50 L JEANETTE DRIVE 111 14+20.42 R 1EANETTE DRIVE 60 14+25.42 L JEANETTE DRIVE 112 1 13+43.68 R JEANETTE DRIVE 61 13+95.42 L JEANETTE DRIVE 118 12+43.67 R JEANETTE DRIVE 62 13+01.42 L JEANETTE DRIVE 119 11+50.78 R JEANETTE DRIVE CONSTRUCTION NOTES 1a- INSTALL 8' EXTRA STRENGTH VCP SEWER 2a-- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 3a- INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 6a-- BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) 14+00 J PROFILE SCALES HORIZ. 1"=40' VERT. 1 "=4' 15+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 CONDITIONS AND STANDARDS IN EFFECT. 16+00 /QRpFESS/A�i�\ HUR o o r m No. 31681 z_ -a * Exp. 12/31/04 * %s�q CI0- N lF CA0 17+00 NEWELL COURT P. r- F- ^I Ir -r T • •. fin INLET 18+00 CL INT 16+90.54 JEANETTE DRIVE =10+00.00 NEWELL COURT CURVE TABLE CURVE ANGLE LENGTH I RADIUS FTANGENT A 1427'27' 74.44' 1 295.00' 37.42' B 1427'270 76.96' 1 305.00' 38.69' 19+00 z 6 1515 1505 1495 20+00 HETTY STREET 3• o I � I Z 3 I HETTY STREET SEE SH LEGEND EC END CURVE PRC POINT OF REVERSE CL CENTERLINE MH MANHOLE INT INTERSECTION R/W © '1 iti Q.�mr"mi W WATER UNE ST STREET STATION 10+00.00 SEWER STATION AO NO.: o ` � � R 9 Ui Q I N N11 2 A;! 14+00 J PROFILE SCALES HORIZ. 1"=40' VERT. 1 "=4' 15+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 CONDITIONS AND STANDARDS IN EFFECT. 16+00 /QRpFESS/A�i�\ HUR o o r m No. 31681 z_ -a * Exp. 12/31/04 * %s�q CI0- N lF CA0 17+00 NEWELL COURT P. r- F- ^I Ir -r T • •. fin INLET 18+00 CL INT 16+90.54 JEANETTE DRIVE =10+00.00 NEWELL COURT CURVE TABLE CURVE ANGLE LENGTH I RADIUS FTANGENT A 1427'27' 74.44' 1 295.00' 37.42' B 1427'270 76.96' 1 305.00' 38.69' 19+00 z 6 1515 1505 1495 20+00 HETTY STREET 3• o I � I Z 3 I HETTY STREET SEE SH LEGEND EC END CURVE PRC POINT OF REVERSE CL CENTERLINE MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY SD STORM DRAIN UNE W WATER UNE ST STREET STATION 10+00.00 SEWER STATION 000up jll:111111i�Hall & F� 11111 ryeBm,Inc. 1:113 17 i Civil Engineering - Planning - Surveying - Public Works 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 PREPARED UNDER THE SUPERVISION OF: 494 amJ -A-cy� �► �2G�o 2 HAROLD A. GARCELON R.C.E. 31681 DATE: CL INT 19+50.56 JEANETTE DRIVE =15+79.04 HETTY STREET 16 ST =19+45.50 ,!T]JEANETTE DRIVE 40 0 40 80 1 "= 40' mmmmmd scale feet m CITY OF FONTANA, CALIFORMA 0 SLAAMIT HEIGHTS N aT RAINN BY: SENYM PLM & PROFLESCALE- <D REF DRWE I 1 "=40' ZD E� 0O iESIGNED BY: ATE: REF mkor -$ 11-21-01 %N BY AO NO.: o ` � � R 9 Ui Q I N N11 2 A;!