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Li 0% Ln , in u 7 v: ` 10+03. 25 on ,t :�c M 00 :�c CO + $::I 10+00.00(L INT + s=� U) 0 __4 6 + =12+13. 45 C 'EE_"_� �,D m 3 5 56. 24' A I A �s A rl A 4 U/= IF/ Aj �A _j u _j - LL_ LL_ Q� (y) LO Ln - NJ - ON u (y) M w ON 1101% (IN r- U - F_ r- M cy) 0% -4 (7% L _7 � - ZZ -- =61, - 31 19 . ........ DELTA/BEARING 17 30.96 cu _j (u Ln >- u 18 Lj vj -J Ln 48.37 24.27 _4 m CO + 01 + 35. 55 �10 Ln + 48.98 0 WIN �� 9 0 C5 (u __4 47. 00 15 In cd -4 6 10 _j HOMESTEAD WAY _LL_ SEE SHT.N0.2 cj u _j r I-__ u - Li (IN 114- 1q_ m co n 10 co - u - - 1q_ u co r�_ 22 PQ a% M + p kD n (IN 0 + cu co TR 15696-2 5696-3 40. 60 6 1q_ _j C4 G i DELTA/BEARING 17 16 TANGENT N Lr) >_ Ln >- �D :X �D ()N ::3: + + 232.00 48.37 24.27 _4 INMSB'xR%,.00K LANE 9 0 C5 (u __4 47. 00 15 In cd -4 6 10 _j HOMESTEAD WAY _LL_ SEE SHT.N0.2 cj u _j r I-__ u - Li (IN 114- 1q_ m co n 10 co - u - - 1q_ u co r�_ 22 PQ a% M + p kD n (IN 0 + cu co TR 15696-2 5696-3 40. 60 6 1q_ _j C4 G i DELTA/BEARING RADIUS LEN. /D I ST. TANGENT N 23-00'36- 250.00 100.40 50.89 U. Lj4j 70. 3 11*56'41' 232.00 48.37 24.27 _4 15*06'44' 268. 00 70. 69 35. 55 05, 37 FL 77*52'12' 25.00 33.98 20.20 25.00 96*08'02' 25.00 97, �1 27.83 13+45. 26 t INT 85*10'50' 25.00 F 22.98 =12+5 .95 CC' ST 94*49'10- 25.00 41.37 27.20 18 15 ,1- ci bi it JOB NO. G. NO. SH T NO. 9 -1163 A P P R 0 V E D 826 2674 50F5 CITY ENGINEER R.C.E. 25126 1 1 L_ DWG, DATEi 5/24/99 CL DWY, 05. 48 TC B G a3 F ENGK' APPROVAL DATE CITY APPROVAL 04, 98 FL u _j N F-- Li- "t co cy) co Q 5 12 1- 00 m 0 m 05. 88 TC P. C. C. u _j ,,6 �- L.L. rZ �.D 10 co 0 n + - ui 7' 20'� 2 0` 05. 38 FL cy) + - . 't; _j L0 LID 0 r- \D 0 c� L- 14 "D HILTON IMAD L ANE -6-' 'UDj 00 00 HOMESTEAD WAY SEE SHT-NO,4 - 0 SEE SHT, NO, 2 u - - r�, u _j 5 TR. 15686-1 :3: m p ON . �_ L1_. 20/ 71 (u a Mn r, 7 20' 0 r, . u c r- 0 F__ . "D Ln c� 16 I�Q LL 0% (IN r, 'IT 0 Ln mr- - ON CONSTRUCTION NOTES: C'QNS.TRUCT 4- A.C. PAVEMENT (MIN.) OVER 12- OF 957. COMPACTED ,;NAT'rVE MATERIAL (SEE GENERAL NOTES 31 & 32) @2 �,-..%,�NSTRUCT 6- P. C. C, CURB & GUTTER PER CITY STD, DWG, NO. 101 @3 d'N*STRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. NO, 104 (MODIFIED 8' WIDE) CONSTRUCT HANDICAP RAMP PER CITY STD, DWG, NO. 104A rA CONSTRUCT.,.41 P.C.C. SIDEWALK PER CITY STD, DWG. NO. 105A, 'W' PER PLAN CONSTRUC.T`LOCAL DEPRESSION PER CITY STD, DWG. NO,.121, WIDTH PER PLAN ADJUST;VAANHOLE FRAME & COVER TO GRADE PER CITY STD, DWG. NO. 109 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD, DWG, NO. 130 INSTALL 5800 LUMEN HIGH PRESSURE SODIUM STREET LIGHTS BY OTHERS. CONSTRUCT DRIVEWAY APPROACH PER CITY STD.,DWG. NO. 103. W=16-', UNLESS NOTED OTHERWISE, CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118. INSTALL 2- X 4' REDWOOD HEADER. v FI I IT4, W11111k I PLANS PREPARED FOR KAUFMAN & BROAD ATTN: MR. MIKE PEARSON 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA 91768-2641 PHONE: (909) 802-1100 FAX (909) 802-1111 10 ci _j 1 10 _j 10 10 Li- :4- 10 LL_ -4 __4 10 co u oz -4 kD CL V- u _j u 0 u _j :�I: 9 CU F-- L.L_ Ln P4 11 N U 8 - u 1=4 6 __q 7 Ln %0 In >- Lo >_ 10 �3: 4 n v- Ln r- u1i D: 0 cu N + co p + + P + 4 94 -4 - G)i :3: 0 0 0 0 L4 1-1 0 00 5 v-4 0 4 9 L=29. 29 6. 2 45.00 5. 2r-; 6. 10+00.00 INT 16+83. 3 1 1 EEI ST ...... DW�Y 7"T F�j_ 12+27.38 t INT. =17+17. 50 (L 'CC' ST SCALEi 1' = 40" Q_DWY, W=14' 12 3 b DELTA/BEARING RADIUS LEN. /D I ST. TANGENT ..... ....... 23-00'36- 250.00 100.40 50.89 U. Lj4j 70. 3 11*56'41' 232.00 48.37 24.27 20. 79 15*06'44' 268. 00 70. 69 35. 55 05, 37 FL 77*52'12' 25.00 33.98 20.20 25.00 96*08'02' 25.00 41.95 27.83 -j 85*10'50' 25.00 37.17 22.98 ci u ci 94*49'10- 25.00 41.37 27.20 18 15 ,1- ci bi it JOB NO. G. NO. SH T NO. 9 -1163 A P P R 0 V E D 826 2674 50F5 CITY ENGINEER R.C.E. 25126 1 1 L_ DWG, DATEi 5/24/99 CL DWY, 05. 48 TC B G a3 _j _j U LL_ ENGK' APPROVAL DATE CITY APPROVAL 04, 98 FL u _j N F-- Li- "t co cy) co Q 5 PLANS PREPARED FOR KAUFMAN & BROAD ATTN: MR. MIKE PEARSON 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA 91768-2641 PHONE: (909) 802-1100 FAX (909) 802-1111 10 ci _j 1 10 _j 10 10 Li- :4- 10 LL_ -4 __4 10 co u oz -4 kD CL V- u _j u 0 u _j :�I: 9 CU F-- L.L_ Ln P4 11 N U 8 - u 1=4 6 __q 7 Ln %0 In >- Lo >_ 10 �3: 4 n v- Ln r- u1i D: 0 cu N + co p + + P + 4 94 -4 - G)i :3: 0 0 0 0 L4 1-1 0 00 5 v-4 0 4 9 L=29. 29 6. 2 45.00 5. 2r-; 6. 10+00.00 INT 16+83. 3 1 1 EEI ST ...... DW�Y 7"T F�j_ 12+27.38 t INT. =17+17. 50 (L 'CC' ST SCALEi 1' = 40" Q_DWY, W=14' 12 3 b v LEN./DIST. TANGENT 79*29'15' ..... ....... 62.43 37.42 94*07'25' _j A -e U. Lj4j 70. 3 48. 36 C 79*29115' 06. 22TC P. R. C. 05, 87 TC p R G 20. 79 18*35'23' 0, ru 0. 572FL 05, 37 FL 58, 00 118, 10 94, 03 94-07'25- 25.00 41.07 26.87 19*23'49' 57.00 -j 9.74 2 58.00 132.72 ci u ci CHECKED M. L. B. 13 L=16, 22' 18 15 ,1- ci bi it JOB NO. G. NO. SH T NO. 9 -1163 A P P R 0 V E D 826 2674 50F5 CITY ENGINEER R.C.E. 25126 1 1 L_ DWG, DATEi 5/24/99 CL DWY, 05. 48 TC B G a3 _j _j U LL_ ENGK' APPROVAL DATE CITY APPROVAL 04, 98 FL u _j N F-- Li- "t co cy) co Q 5 1- 00 m 0 m 05. 88 TC P. C. C. u _j ,,6 �- L.L. rZ �.D 10 co 0 n + - ui 7' 20'� 2 0` 05. 38 FL cy) + - . 0 0 �'D 0 L0 LID 0 r- \D 0 HILTON IMAD L ANE -6-' 'UDj 00 00 HOMESTEAD WAY SEE SHT-NO,4 SEE SHT, NO, 2 R�VERRARY WAY TR. 15686-1 DATA DEILTA/BEARING RADIUS LEN./DIST. TANGENT 79*29'15' 45.00 62.43 37.42 94*07'25' 45. 00 73. 92 48. 36 C 79*29115' 25. 00 34. 68 20. 79 18*35'23' 57.00 18.49 9.33 116* 40' 01' 58, 00 118, 10 94, 03 94-07'25- 25.00 41.07 26.87 19*23'49' 57.00 19.30 9.74 131*06'25' 58.00 132.72 127.58 CHECKED M. L. B. DATE: bjwRff"14 Li JOB NO. G. NO. SH T NO. 9 -1163 A P P R 0 V E D 826 2674 50F5 CITY ENGINEER R.C.E. 25126 1 1 L_ DWG, DATEi 5/24/99 _TA,fAt2j,,_-,y 4 Rmy 59.1 e5RO V45" 12A Y 7# a4� REVISIONS 201 13 E Cue% R D D R A W I N G7 THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN P/kRT, ON THE BASIS OF INFORMATION COMPILED ANNID FURNISHED BY OTHERS. THE ENGINEER WILL INOT BE RESPONSIBLE FOR ANY ERRORS -OR,QMISS[ONS WHICH 1 HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS I A RESULT THEREOR i BENCH MARK: _#615 - - - - RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE, ELEVATION: 1467.59 - - - - BASIS OF BEARINGS: THE BEARING OF N89*30'06' ALONG THE NORTH LINE OF SECTION 30 TOWNSHIP I NORTH RANGE 5 WESt SAN BERNARDINO ME�IDIAN AS SH&N ON RECORD OF SURVEY FILLD IN BOOK 58, PAGE 5 OF RECORDS OF SURVEY WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP CITY [IF FONTANA, CAL I FORN I A DRAWN BY: M. F. / J. K. D. SIERRA LAKES TRACT NO. 15686 INNESBROOK LANE & INVERRARY WAY STREET IMPROVEMENT PLAN SCALE: AS SHOWN PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, I NC, jLT OF THE INLAND EMPIRE C-1 10601 CHURCH STREET'STE. 107 _�j RANCHO CUCAMONGA, CA 91730 5 No. 14814 M PHONE (905�).. 948-1311 Exp: 3-31-01 cjvj�, AV% M. MADOLE' R. C. E. 14814 DATE DESIGNED: S. L. / M. L. B. CHECKED M. L. B. DATE: bjwRff"14 Li JOB NO. G. NO. SH T NO. 9 -1163 A P P R 0 V E D 826 2674 50F5 CITY ENGINEER R.C.E. 25126 1 1 L_ DWG, DATEi 5/24/99 _TA,fAt2j,,_-,y 4 Rmy 59.1 e5RO V45" 12A Y 7# a4� REVISIONS ENGK' APPROVAL DATE CITY APPROVAL DATE