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- ----- ------ ------- ------ tI1 0 12 13 PLAN 1 4 0 10 12 13 14 15
0 40 80 120 160
AiI.L. 10 10 LL- LL. 0
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c3 1q- U GN ,D 'l ro ql :2: - F. C. + + U (u -4 + Ln Ln cd cki 0 Ln ON 0 0 OD OD 88, 38TC, 87. 88FL OD CO pq CC) Li + + 17. 47'
0 G% 0 CC) -4 00 -4 CO B. C. 90,69TC, 90.19FL 19 18 10, P. R. C.
88. 22TC, 87. 72FL 2 L=29. 3 3A. 13 t DWY t DWY
P. R. C. W= 1 4 9
90,30TC,89.80FL Icu V: 1 5' WIDE
DRAINAGE
(L DWY V W= 14' .. 12 EASEMENT
t DWY 10 L 33. 69 16.61 W=14'
(0 A, 3. 38' OD
15 cd 'A
17 _j it 16 -2 -uj L- -i 13 Lj- - 1-1 0 9% Ln 0i cu u 06 C6 - CC) CD c6 1 4
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L3 ll,D C3 0 u u
U0 U (IN Lf5 Ln 0 cu u cu fZ1 ON n ON r- r- co r- '- Q� - + - + + ON - CD 000 0 0 00 co
a: 00 a- CO --, CD -100 a- co GREENSBO"DW.') WAY
CONSTRUCTION NOTES: CONSTRUCT 4' A.C. PAVEMENT (MIN.) OVER 12' OF 957. COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32)
CONSTRUCT 6- P,C.C, CURB & GUTTER PER CITY STD, DWG, NO. 101
CONSTRUCT P,C.C, CROSS GUTTER PER CITY STD, DWG. NO. 104 (MODIFIED 8' WIDE)
CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A
CONSTRUCT 4' P,C.C. SIDEWALK PER CITY STD. DWG. NO. 105A, 'W' PER PLAN
CONSTRUCT LOCAL DEPRESSION PER CITY STD, DWG. NO, 121, WIDTH PER PLAN
ADJUST MANHOLE 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 OTHERWISE NOTED.
CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO, 118.
INSTALL 2- X 4' REDWOOD HEADER.
DATA
DELTA/DEARING RADIUS LEN./DIST. TANGENT
81*49'44' 45.00 64.27 39.00
D/ 52*13'23' 45. 00 41. 02 22. 06
8 1 * 49' 44' 25. 00 35, 70 21. 67
7*2736' 230.00 29.95 14.99
52*13'23' 25.00 22.79 12.25
7*27'36' 250.00 32.55 16.30
18*35'23' 57.00 18.49 9.33
92* 02' 33' 58. 00 93. 17 60. 11
15*03'02' 57.00 14.97 7.53
1- 16' 51' 270. 00 6. 04 3. 02
18* 35' 22' 57. 00 18. 49 9. 33
1 1 9* 00' 29' 58. 00 120. 47 98. 48
PLANS PREPARED FOR
0 0
C r
C 14 13
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"I
KAUFMAN & BROAD
ATTN: MR. MIKE PEARSON
801 CORPORATE CENTER DRIVE
SUITE 201 POMONA9 CA 91768-2641
PHONE: (909) 802-1100
FAX (909) 802-1111
FAM
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Lr) ::3: c I cu u b u Ln + ll U U Ce) %10 �- Lj- co 0 r- '0-0- 25 q- ',I- + 28 c+u cu- 6 + M V, ku Lu 33 53� 55.82
45.00
5
+
45.00 45.00
4 3
0% :3: CU :3:
+ +
DELTA/BEARING RADIUS LEN. /DIST. TANGENT
81*49'44' 45.00 64.27 39.00
8 1 * 49' 447 25.00 35.70 21.67
18*35'22' 57. 00 18. 49 9. 33
1 1 9- OO/ 29' 58. 00 120. 47 98, 48
18* 35" 230 57. 00 18, 49 9. 33
23*57-'07- 250, 00 104. 51 53. 03
23* 57' 07'7 270, 00 112. 87 57, 27
23*57/07' 230, 00 96. 15 48. 79
98* 07' 5 1 0 25, 00 42. 82 28. 83
82*32'32'7 25. 00 .36. 02 21, 94
97* 20' 38A' 30. 00 50. 97 34. 11
45. 00 2 ci CD :3: :3: m + P4 + P1 u Ln co L: -i
Ln LL.
r- AUGUSTA DRIVE
(u 00 m SEE DWG. NO. 2684
+ co Ln (IN CL SHT. 6 OF 13
\..A
INWR-]�MSS LANE
T&.P&%- 15686
P -i
r, e fl -T
I 1ECORD.-DRAW.-IN...
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART,.ON THE BASIS OF 114�6 IRMIATI ' *
ON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER. W.ILLNbT-BE
RESPONSIBLE FOR ANY ERRORS OR OMIS&O�N8 WHICH
HAVE BEEN INCORPORATEO IkM tHt i6OC.U.-'EN1-iT8 AS
A RESULT THEREOF.
UL 87* 39" 3 4 28. BENCH MARK: #615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N8930'06' ALONG CITY 0 F F Oiq T A N A, CAL I FORN I A
THE NORTH LINE OF SECTION 30
OF CITRUS AVE. ANDLOS CEDROS TOWNSHIP 1 NORTH RANGE 5 WESt
SAN BERNARDINO ME�IDIAN AS SHO�N
AVE., IN POWER POLE NO, 9011E ON RECORD OF SURVEY FILLD IN BOOK
ON THE EAST SIDE OF CITRUS AVE. 58,PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: S I ERRA LAKES SCALE:
PREPARED IN THE OFFICE OF M. F. / J. K. D,
MADOLE AND ASSOCIATES, I NC, LT DESIGNED: TRACT NEI. 15686 AS S HO WN
OF THE INLAND EMPIRE S. L. /M. L. B. INVERNESS LANE & GREENSBORO WAY
10601 CHURCH STREET STE. 107 N 14814 CHECKED: DATE: RANCHO CUCAMONGA., CA 91730 M. L. B. STREET IMPROVEMENT PLAN
PHONE( 909) 948-1311 Exp: 3-31-01 JOB NO. DWG. NO, SHEET NO,
PPROVED ENGR' S DATE CITY DATE 826-1163 A 2674 3 iiF5
APPROVAL APPROVAL J,6, MADOLE R. C. E. 14814 DATE CITY ENGINEER R. C. E. 14814 nwr-. nATP-, 5/24/99
CONSTRUCTION NOTES: CONSTRUCT 4' A.C. PAVEMENT (MIN.) OVER 12' OF 957. COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32)
CONSTRUCT 6- P,C.C, CURB & GUTTER PER CITY STD, DWG, NO. 101
CONSTRUCT P,C.C, CROSS GUTTER PER CITY STD, DWG. NO. 104 (MODIFIED 8' WIDE)
CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A
CONSTRUCT 4' P,C.C. SIDEWALK PER CITY STD. DWG. NO. 105A, 'W' PER PLAN
CONSTRUCT LOCAL DEPRESSION PER CITY STD, DWG. NO, 121, WIDTH PER PLAN
ADJUST MANHOLE 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 OTHERWISE NOTED.
CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO, 118.
INSTALL 2- X 4' REDWOOD HEADER.
DATA
DELTA/DEARING RADIUS LEN./DIST. TANGENT
81*49'44' 45.00 64.27 39.00
D/ 52*13'23' 45. 00 41. 02 22. 06
8 1 * 49' 44' 25. 00 35, 70 21. 67
7*2736' 230.00 29.95 14.99
52*13'23' 25.00 22.79 12.25
7*27'36' 250.00 32.55 16.30
18*35'23' 57.00 18.49 9.33
92* 02' 33' 58. 00 93. 17 60. 11
15*03'02' 57.00 14.97 7.53
1- 16' 51' 270. 00 6. 04 3. 02
18* 35' 22' 57. 00 18. 49 9. 33
1 1 9* 00' 29' 58. 00 120. 47 98. 48
PLANS PREPARED FOR
0 0
C r
C 14 13
x x
"I
KAUFMAN & BROAD
ATTN: MR. MIKE PEARSON
801 CORPORATE CENTER DRIVE
SUITE 201 POMONA9 CA 91768-2641
PHONE: (909) 802-1100
FAX (909) 802-1111
FAM
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C _j C ,
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45.00
5
+
45.00 45.00
4 3
0% :3: CU :3:
+ +
DELTA/BEARING RADIUS LEN. /DIST. TANGENT
81*49'44' 45.00 64.27 39.00
8 1 * 49' 447 25.00 35.70 21.67
18*35'22' 57. 00 18. 49 9. 33
1 1 9- OO/ 29' 58. 00 120. 47 98, 48
18* 35" 230 57. 00 18, 49 9. 33
23*57-'07- 250, 00 104. 51 53. 03
23* 57' 07'7 270, 00 112. 87 57, 27
23*57/07' 230, 00 96. 15 48. 79
98* 07' 5 1 0 25, 00 42. 82 28. 83
82*32'32'7 25. 00 .36. 02 21, 94
97* 20' 38A' 30. 00 50. 97 34. 11
45. 00 2 ci CD :3: :3: m + P4 + P1 u Ln co L: -i
Ln LL.
r- AUGUSTA DRIVE
(u 00 m SEE DWG. NO. 2684
+ co Ln (IN CL SHT. 6 OF 13
\..A
INWR-]�MSS LANE
T&.P&%- 15686
P -i
r, e fl -T
I 1ECORD.-DRAW.-IN...
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART,.ON THE BASIS OF 114�6 IRMIATI ' *
ON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER. W.ILLNbT-BE
RESPONSIBLE FOR ANY ERRORS OR OMIS&O�N8 WHICH
HAVE BEEN INCORPORATEO IkM tHt i6OC.U.-'EN1-iT8 AS
A RESULT THEREOF.
UL 87* 39" 3 4 28. BENCH MARK: #615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N8930'06' ALONG CITY 0 F F Oiq T A N A, CAL I FORN I A
THE NORTH LINE OF SECTION 30
OF CITRUS AVE. ANDLOS CEDROS TOWNSHIP 1 NORTH RANGE 5 WESt
SAN BERNARDINO ME�IDIAN AS SHO�N
AVE., IN POWER POLE NO, 9011E ON RECORD OF SURVEY FILLD IN BOOK
ON THE EAST SIDE OF CITRUS AVE. 58,PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: S I ERRA LAKES SCALE:
PREPARED IN THE OFFICE OF M. F. / J. K. D,
MADOLE AND ASSOCIATES, I NC, LT DESIGNED: TRACT NEI. 15686 AS S HO WN
OF THE INLAND EMPIRE S. L. /M. L. B. INVERNESS LANE & GREENSBORO WAY
10601 CHURCH STREET STE. 107 N 14814 CHECKED: DATE: RANCHO CUCAMONGA., CA 91730 M. L. B. STREET IMPROVEMENT PLAN
PHONE( 909) 948-1311 Exp: 3-31-01 JOB NO. DWG. NO, SHEET NO,
PPROVED ENGR' S DATE CITY DATE 826-1163 A 2674 3 iiF5
APPROVAL APPROVAL J,6, MADOLE R. C. E. 14814 DATE CITY ENGINEER R. C. E. 14814 nwr-. nATP-, 5/24/99
PLANS PREPARED FOR
0 0
C r
C 14 13
x x
"I
KAUFMAN & BROAD
ATTN: MR. MIKE PEARSON
801 CORPORATE CENTER DRIVE
SUITE 201 POMONA9 CA 91768-2641
PHONE: (909) 802-1100
FAX (909) 802-1111
FAM
-i
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C _j C ,
L'. C U
05 c6 11a.
co
LINt s 9
L=36.\O CD
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r -
w 00
12 L: -j > m u
�- L.L- - - F --
CL cu pq ,I- co
CL r- 'llD m
C5 +
15' WIDE 11 om
CC) $4 :r. CC)
DRAINAGE EASEMENT
io
Lo 01 21
20
CD
8
9
22-,,oD
Ln
96
-i
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00 (IN
.0%
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23 ou
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1_=:3.97
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+ 9=1
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-4 ON DATA
24 co
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46.26
-i D LL- pq
ZL LL- Q� CD Q� r-
Q� 00 r- - r-- U -i
i 0 cco) OWSVAD u u LL -
11 , -IT 0, 2 u aj - N
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LL (IN 0 cy) OD >- Ld kD , - -
Lr) ::3: c I cu u b u Ln + ll U U Ce) %10 �- Lj- co 0 r- '0-0- 25 q- ',I- + 28 c+u cu- 6 + M V, ku Lu 33 53� 55.82
45.00
5
+
45.00 45.00
4 3
0% :3: CU :3:
+ +
DELTA/BEARING RADIUS LEN. /DIST. TANGENT
81*49'44' 45.00 64.27 39.00
8 1 * 49' 447 25.00 35.70 21.67
18*35'22' 57. 00 18. 49 9. 33
1 1 9- OO/ 29' 58. 00 120. 47 98, 48
18* 35" 230 57. 00 18, 49 9. 33
23*57-'07- 250, 00 104. 51 53. 03
23* 57' 07'7 270, 00 112. 87 57, 27
23*57/07' 230, 00 96. 15 48. 79
98* 07' 5 1 0 25, 00 42. 82 28. 83
82*32'32'7 25. 00 .36. 02 21, 94
97* 20' 38A' 30. 00 50. 97 34. 11
45. 00 2 ci CD :3: :3: m + P4 + P1 u Ln co L: -i
Ln LL.
r- AUGUSTA DRIVE
(u 00 m SEE DWG. NO. 2684
+ co Ln (IN CL SHT. 6 OF 13
\..A
INWR-]�MSS LANE
T&.P&%- 15686
P -i
r, e fl -T
I 1ECORD.-DRAW.-IN...
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART,.ON THE BASIS OF 114�6 IRMIATI ' *
ON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER. W.ILLNbT-BE
RESPONSIBLE FOR ANY ERRORS OR OMIS&O�N8 WHICH
HAVE BEEN INCORPORATEO IkM tHt i6OC.U.-'EN1-iT8 AS
A RESULT THEREOF.
UL 87* 39" 3 4 28. BENCH MARK: #615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N8930'06' ALONG CITY 0 F F Oiq T A N A, CAL I FORN I A
THE NORTH LINE OF SECTION 30
OF CITRUS AVE. ANDLOS CEDROS TOWNSHIP 1 NORTH RANGE 5 WESt
SAN BERNARDINO ME�IDIAN AS SHO�N
AVE., IN POWER POLE NO, 9011E ON RECORD OF SURVEY FILLD IN BOOK
ON THE EAST SIDE OF CITRUS AVE. 58,PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: S I ERRA LAKES SCALE:
PREPARED IN THE OFFICE OF M. F. / J. K. D,
MADOLE AND ASSOCIATES, I NC, LT DESIGNED: TRACT NEI. 15686 AS S HO WN
OF THE INLAND EMPIRE S. L. /M. L. B. INVERNESS LANE & GREENSBORO WAY
10601 CHURCH STREET STE. 107 N 14814 CHECKED: DATE: RANCHO CUCAMONGA., CA 91730 M. L. B. STREET IMPROVEMENT PLAN
PHONE( 909) 948-1311 Exp: 3-31-01 JOB NO. DWG. NO, SHEET NO,
PPROVED ENGR' S DATE CITY DATE 826-1163 A 2674 3 iiF5
APPROVAL APPROVAL J,6, MADOLE R. C. E. 14814 DATE CITY ENGINEER R. C. E. 14814 nwr-. nATP-, 5/24/99
io
Lo 01 21
20
CD
8
9
22-,,oD
Ln
96
-i
LL -
m
00 (IN
.0%
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Ict 1
23 ou
0 + cc 0
+ cu
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42.00
1_=:3.97
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-4 ON DATA
24 co
0i
46.26
-i D LL- pq
ZL LL- Q� CD Q� r-
Q� 00 r- - r-- U -i
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11 , -IT 0, 2 u aj - N
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LL (IN 0 cy) OD >- Ld kD , - -
Lr) ::3: c I cu u b u Ln + ll U U Ce) %10 �- Lj- co 0 r- '0-0- 25 q- ',I- + 28 c+u cu- 6 + M V, ku Lu 33 53� 55.82
45.00
5
+
45.00 45.00
4 3
0% :3: CU :3:
+ +
DELTA/BEARING RADIUS LEN. /DIST. TANGENT
81*49'44' 45.00 64.27 39.00
8 1 * 49' 447 25.00 35.70 21.67
18*35'22' 57. 00 18. 49 9. 33
1 1 9- OO/ 29' 58. 00 120. 47 98, 48
18* 35" 230 57. 00 18, 49 9. 33
23*57-'07- 250, 00 104. 51 53. 03
23* 57' 07'7 270, 00 112. 87 57, 27
23*57/07' 230, 00 96. 15 48. 79
98* 07' 5 1 0 25, 00 42. 82 28. 83
82*32'32'7 25. 00 .36. 02 21, 94
97* 20' 38A' 30. 00 50. 97 34. 11
45. 00 2 ci CD :3: :3: m + P4 + P1 u Ln co L: -i
Ln LL.
r- AUGUSTA DRIVE
(u 00 m SEE DWG. NO. 2684
+ co Ln (IN CL SHT. 6 OF 13
\..A
INWR-]�MSS LANE
T&.P&%- 15686
P -i
r, e fl -T
I 1ECORD.-DRAW.-IN...
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART,.ON THE BASIS OF 114�6 IRMIATI ' *
ON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER. W.ILLNbT-BE
RESPONSIBLE FOR ANY ERRORS OR OMIS&O�N8 WHICH
HAVE BEEN INCORPORATEO IkM tHt i6OC.U.-'EN1-iT8 AS
A RESULT THEREOF.
UL 87* 39" 3 4 28. BENCH MARK: #615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N8930'06' ALONG CITY 0 F F Oiq T A N A, CAL I FORN I A
THE NORTH LINE OF SECTION 30
OF CITRUS AVE. ANDLOS CEDROS TOWNSHIP 1 NORTH RANGE 5 WESt
SAN BERNARDINO ME�IDIAN AS SHO�N
AVE., IN POWER POLE NO, 9011E ON RECORD OF SURVEY FILLD IN BOOK
ON THE EAST SIDE OF CITRUS AVE. 58,PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: S I ERRA LAKES SCALE:
PREPARED IN THE OFFICE OF M. F. / J. K. D,
MADOLE AND ASSOCIATES, I NC, LT DESIGNED: TRACT NEI. 15686 AS S HO WN
OF THE INLAND EMPIRE S. L. /M. L. B. INVERNESS LANE & GREENSBORO WAY
10601 CHURCH STREET STE. 107 N 14814 CHECKED: DATE: RANCHO CUCAMONGA., CA 91730 M. L. B. STREET IMPROVEMENT PLAN
PHONE( 909) 948-1311 Exp: 3-31-01 JOB NO. DWG. NO, SHEET NO,
PPROVED ENGR' S DATE CITY DATE 826-1163 A 2674 3 iiF5
APPROVAL APPROVAL J,6, MADOLE R. C. E. 14814 DATE CITY ENGINEER R. C. E. 14814 nwr-. nATP-, 5/24/99
24 co
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46.26
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Q� 00 r- - r-- U -i
i 0 cco) OWSVAD u u LL -
11 , -IT 0, 2 u aj - N
.0 P4 as LLI ON (y) lsD
LL (IN 0 cy) OD >- Ld kD , - -
Lr) ::3: c I cu u b u Ln + ll U U Ce) %10 �- Lj- co 0 r- '0-0- 25 q- ',I- + 28 c+u cu- 6 + M V, ku Lu 33 53� 55.82
45.00
5
+
45.00 45.00
4 3
0% :3: CU :3:
+ +
DELTA/BEARING RADIUS LEN. /DIST. TANGENT
81*49'44' 45.00 64.27 39.00
8 1 * 49' 447 25.00 35.70 21.67
18*35'22' 57. 00 18. 49 9. 33
1 1 9- OO/ 29' 58. 00 120. 47 98, 48
18* 35" 230 57. 00 18, 49 9. 33
23*57-'07- 250, 00 104. 51 53. 03
23* 57' 07'7 270, 00 112. 87 57, 27
23*57/07' 230, 00 96. 15 48. 79
98* 07' 5 1 0 25, 00 42. 82 28. 83
82*32'32'7 25. 00 .36. 02 21, 94
97* 20' 38A' 30. 00 50. 97 34. 11
45. 00 2 ci CD :3: :3: m + P4 + P1 u Ln co L: -i
Ln LL.
r- AUGUSTA DRIVE
(u 00 m SEE DWG. NO. 2684
+ co Ln (IN CL SHT. 6 OF 13
\..A
INWR-]�MSS LANE
T&.P&%- 15686
P -i
r, e fl -T
I 1ECORD.-DRAW.-IN...
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART,.ON THE BASIS OF 114�6 IRMIATI ' *
ON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER. W.ILLNbT-BE
RESPONSIBLE FOR ANY ERRORS OR OMIS&O�N8 WHICH
HAVE BEEN INCORPORATEO IkM tHt i6OC.U.-'EN1-iT8 AS
A RESULT THEREOF.
UL 87* 39" 3 4 28. BENCH MARK: #615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N8930'06' ALONG CITY 0 F F Oiq T A N A, CAL I FORN I A
THE NORTH LINE OF SECTION 30
OF CITRUS AVE. ANDLOS CEDROS TOWNSHIP 1 NORTH RANGE 5 WESt
SAN BERNARDINO ME�IDIAN AS SHO�N
AVE., IN POWER POLE NO, 9011E ON RECORD OF SURVEY FILLD IN BOOK
ON THE EAST SIDE OF CITRUS AVE. 58,PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: S I ERRA LAKES SCALE:
PREPARED IN THE OFFICE OF M. F. / J. K. D,
MADOLE AND ASSOCIATES, I NC, LT DESIGNED: TRACT NEI. 15686 AS S HO WN
OF THE INLAND EMPIRE S. L. /M. L. B. INVERNESS LANE & GREENSBORO WAY
10601 CHURCH STREET STE. 107 N 14814 CHECKED: DATE: RANCHO CUCAMONGA., CA 91730 M. L. B. STREET IMPROVEMENT PLAN
PHONE( 909) 948-1311 Exp: 3-31-01 JOB NO. DWG. NO, SHEET NO,
PPROVED ENGR' S DATE CITY DATE 826-1163 A 2674 3 iiF5
APPROVAL APPROVAL J,6, MADOLE R. C. E. 14814 DATE CITY ENGINEER R. C. E. 14814 nwr-. nATP-, 5/24/99
45.00
5
+
45.00 45.00
4 3
0% :3: CU :3:
+ +
DELTA/BEARING RADIUS LEN. /DIST. TANGENT
81*49'44' 45.00 64.27 39.00
8 1 * 49' 447 25.00 35.70 21.67
18*35'22' 57. 00 18. 49 9. 33
1 1 9- OO/ 29' 58. 00 120. 47 98, 48
18* 35" 230 57. 00 18, 49 9. 33
23*57-'07- 250, 00 104. 51 53. 03
23* 57' 07'7 270, 00 112. 87 57, 27
23*57/07' 230, 00 96. 15 48. 79
98* 07' 5 1 0 25, 00 42. 82 28. 83
82*32'32'7 25. 00 .36. 02 21, 94
97* 20' 38A' 30. 00 50. 97 34. 11
45. 00 2 ci CD :3: :3: m + P4 + P1 u Ln co L: -i
Ln LL.
r- AUGUSTA DRIVE
(u 00 m SEE DWG. NO. 2684
+ co Ln (IN CL SHT. 6 OF 13
\..A
INWR-]�MSS LANE
T&.P&%- 15686
P -i
r, e fl -T
I 1ECORD.-DRAW.-IN...
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART,.ON THE BASIS OF 114�6 IRMIATI ' *
ON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER. W.ILLNbT-BE
RESPONSIBLE FOR ANY ERRORS OR OMIS&O�N8 WHICH
HAVE BEEN INCORPORATEO IkM tHt i6OC.U.-'EN1-iT8 AS
A RESULT THEREOF.
UL 87* 39" 3 4 28. BENCH MARK: #615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N8930'06' ALONG CITY 0 F F Oiq T A N A, CAL I FORN I A
THE NORTH LINE OF SECTION 30
OF CITRUS AVE. ANDLOS CEDROS TOWNSHIP 1 NORTH RANGE 5 WESt
SAN BERNARDINO ME�IDIAN AS SHO�N
AVE., IN POWER POLE NO, 9011E ON RECORD OF SURVEY FILLD IN BOOK
ON THE EAST SIDE OF CITRUS AVE. 58,PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: S I ERRA LAKES SCALE:
PREPARED IN THE OFFICE OF M. F. / J. K. D,
MADOLE AND ASSOCIATES, I NC, LT DESIGNED: TRACT NEI. 15686 AS S HO WN
OF THE INLAND EMPIRE S. L. /M. L. B. INVERNESS LANE & GREENSBORO WAY
10601 CHURCH STREET STE. 107 N 14814 CHECKED: DATE: RANCHO CUCAMONGA., CA 91730 M. L. B. STREET IMPROVEMENT PLAN
PHONE( 909) 948-1311 Exp: 3-31-01 JOB NO. DWG. NO, SHEET NO,
PPROVED ENGR' S DATE CITY DATE 826-1163 A 2674 3 iiF5
APPROVAL APPROVAL J,6, MADOLE R. C. E. 14814 DATE CITY ENGINEER R. C. E. 14814 nwr-. nATP-, 5/24/99
DELTA/BEARING RADIUS LEN. /DIST. TANGENT
81*49'44' 45.00 64.27 39.00
8 1 * 49' 447 25.00 35.70 21.67
18*35'22' 57. 00 18. 49 9. 33
1 1 9- OO/ 29' 58. 00 120. 47 98, 48
18* 35" 230 57. 00 18, 49 9. 33
23*57-'07- 250, 00 104. 51 53. 03
23* 57' 07'7 270, 00 112. 87 57, 27
23*57/07' 230, 00 96. 15 48. 79
98* 07' 5 1 0 25, 00 42. 82 28. 83
82*32'32'7 25. 00 .36. 02 21, 94
97* 20' 38A' 30. 00 50. 97 34. 11
45. 00 2 ci CD :3: :3: m + P4 + P1 u Ln co L: -i
Ln LL.
r- AUGUSTA DRIVE
(u 00 m SEE DWG. NO. 2684
+ co Ln (IN CL SHT. 6 OF 13
\..A
INWR-]�MSS LANE
T&.P&%- 15686
P -i
r, e fl -T
I 1ECORD.-DRAW.-IN...
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART,.ON THE BASIS OF 114�6 IRMIATI ' *
ON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER. W.ILLNbT-BE
RESPONSIBLE FOR ANY ERRORS OR OMIS&O�N8 WHICH
HAVE BEEN INCORPORATEO IkM tHt i6OC.U.-'EN1-iT8 AS
A RESULT THEREOF.
UL 87* 39" 3 4 28. BENCH MARK: #615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N8930'06' ALONG CITY 0 F F Oiq T A N A, CAL I FORN I A
THE NORTH LINE OF SECTION 30
OF CITRUS AVE. ANDLOS CEDROS TOWNSHIP 1 NORTH RANGE 5 WESt
SAN BERNARDINO ME�IDIAN AS SHO�N
AVE., IN POWER POLE NO, 9011E ON RECORD OF SURVEY FILLD IN BOOK
ON THE EAST SIDE OF CITRUS AVE. 58,PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: S I ERRA LAKES SCALE:
PREPARED IN THE OFFICE OF M. F. / J. K. D,
MADOLE AND ASSOCIATES, I NC, LT DESIGNED: TRACT NEI. 15686 AS S HO WN
OF THE INLAND EMPIRE S. L. /M. L. B. INVERNESS LANE & GREENSBORO WAY
10601 CHURCH STREET STE. 107 N 14814 CHECKED: DATE: RANCHO CUCAMONGA., CA 91730 M. L. B. STREET IMPROVEMENT PLAN
PHONE( 909) 948-1311 Exp: 3-31-01 JOB NO. DWG. NO, SHEET NO,
PPROVED ENGR' S DATE CITY DATE 826-1163 A 2674 3 iiF5
APPROVAL APPROVAL J,6, MADOLE R. C. E. 14814 DATE CITY ENGINEER R. C. E. 14814 nwr-. nATP-, 5/24/99
45. 00 2 ci CD :3: :3: m + P4 + P1 u Ln co L: -i
Ln LL.
r- AUGUSTA DRIVE
(u 00 m SEE DWG. NO. 2684
+ co Ln (IN CL SHT. 6 OF 13
\..A
INWR-]�MSS LANE
T&.P&%- 15686
P -i
r, e fl -T
I 1ECORD.-DRAW.-IN...
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART,.ON THE BASIS OF 114�6 IRMIATI ' *
ON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER. W.ILLNbT-BE
RESPONSIBLE FOR ANY ERRORS OR OMIS&O�N8 WHICH
HAVE BEEN INCORPORATEO IkM tHt i6OC.U.-'EN1-iT8 AS
A RESULT THEREOF.
UL 87* 39" 3 4 28. BENCH MARK: #615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N8930'06' ALONG CITY 0 F F Oiq T A N A, CAL I FORN I A
THE NORTH LINE OF SECTION 30
OF CITRUS AVE. ANDLOS CEDROS TOWNSHIP 1 NORTH RANGE 5 WESt
SAN BERNARDINO ME�IDIAN AS SHO�N
AVE., IN POWER POLE NO, 9011E ON RECORD OF SURVEY FILLD IN BOOK
ON THE EAST SIDE OF CITRUS AVE. 58,PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: S I ERRA LAKES SCALE:
PREPARED IN THE OFFICE OF M. F. / J. K. D,
MADOLE AND ASSOCIATES, I NC, LT DESIGNED: TRACT NEI. 15686 AS S HO WN
OF THE INLAND EMPIRE S. L. /M. L. B. INVERNESS LANE & GREENSBORO WAY
10601 CHURCH STREET STE. 107 N 14814 CHECKED: DATE: RANCHO CUCAMONGA., CA 91730 M. L. B. STREET IMPROVEMENT PLAN
PHONE( 909) 948-1311 Exp: 3-31-01 JOB NO. DWG. NO, SHEET NO,
PPROVED ENGR' S DATE CITY DATE 826-1163 A 2674 3 iiF5
APPROVAL APPROVAL J,6, MADOLE R. C. E. 14814 DATE CITY ENGINEER R. C. E. 14814 nwr-. nATP-, 5/24/99
INWR-]�MSS LANE
T&.P&%- 15686
P -i
r, e fl -T
I 1ECORD.-DRAW.-IN...
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART,.ON THE BASIS OF 114�6 IRMIATI ' *
ON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER. W.ILLNbT-BE
RESPONSIBLE FOR ANY ERRORS OR OMIS&O�N8 WHICH
HAVE BEEN INCORPORATEO IkM tHt i6OC.U.-'EN1-iT8 AS
A RESULT THEREOF.
UL 87* 39" 3 4 28. BENCH MARK: #615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N8930'06' ALONG CITY 0 F F Oiq T A N A, CAL I FORN I A
THE NORTH LINE OF SECTION 30
OF CITRUS AVE. ANDLOS CEDROS TOWNSHIP 1 NORTH RANGE 5 WESt
SAN BERNARDINO ME�IDIAN AS SHO�N
AVE., IN POWER POLE NO, 9011E ON RECORD OF SURVEY FILLD IN BOOK
ON THE EAST SIDE OF CITRUS AVE. 58,PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: S I ERRA LAKES SCALE:
PREPARED IN THE OFFICE OF M. F. / J. K. D,
MADOLE AND ASSOCIATES, I NC, LT DESIGNED: TRACT NEI. 15686 AS S HO WN
OF THE INLAND EMPIRE S. L. /M. L. B. INVERNESS LANE & GREENSBORO WAY
10601 CHURCH STREET STE. 107 N 14814 CHECKED: DATE: RANCHO CUCAMONGA., CA 91730 M. L. B. STREET IMPROVEMENT PLAN
PHONE( 909) 948-1311 Exp: 3-31-01 JOB NO. DWG. NO, SHEET NO,
PPROVED ENGR' S DATE CITY DATE 826-1163 A 2674 3 iiF5
APPROVAL APPROVAL J,6, MADOLE R. C. E. 14814 DATE CITY ENGINEER R. C. E. 14814 nwr-. nATP-, 5/24/99