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Home My WebLink About2504-3.tif1370 LEFT 1370 C. L, 1370 RIGHT PROFILE SCALE 10+00 co fCJ O O O 0 n F � tl) 00 r VERT: 1 in = 4 f t 119 120 Q HORZ: 1 in = 40 ft 00 0(n 4 0 u ui OAKS c; W co STA. 16+19. 94 CA BLUFFV I EW ST. n il NLri C3? NI W• + NI *y .�... r00 � +I 7 7 f� W n z C) O cr 7 ® --•^ g I STA. 13+74.84 C/L GARDEN OAKS S . i' Ln 4 6� `n °0°°`t d vi 0 Ui 1 CA FREEHARBOR ST + Q 00 o0to 6 ATCH LINE . Q(a'° 1 15 e FS 49 61. 76' fCJ O O O 0 n F � tl) 00 r VERT: 1 in = 4 f t 119 120 121 HORZ: 1 in = 40 ft 00 0(n LL - 60. 0�0' SEE SHEET N0. 4 10+00. 00 CA GARDEN OAKS ST. W co STA. 16+19. 94 CA BLUFFV I EW ST. n il NLri C3? NI W• �) NI U J �� 1.0 0 V) .�... 181 -t-1 ' � +I 7 7 f� W n z C) O cr 7 0 � I STA. 13+74.84 C/L GARDEN OAKS S . i' Ln 4 6� `n °0°°`t d vi 44 Ui 1 CA FREEHARBOR ST + + V) STA. 20+79.9 BCR 00 6 ATCH LINE SIDEWALK 1 15 e FS 49 61. 76' 61. 76' 61. 76' 60. 00' ^ 60. 00' 11 I 6 a n 66 1 00 Ln O� J J N Li r- W Ir z � I ail '61 m n r7 CD + . d". I� to + co fn + r �z (n m . , O co ap 7 W � 7 ~ 7 �� n I� . I 48 X68. 47 F S BENCH MARK: CITY OF FONTANA BENCHMARK NO, 378, CIRCUIT NO. 67-5, 30D NAIL IN POWER POLE (NO NUMBER), SOUTHWEST CORNER OF BEECH & FOOTHILL BLVD., DATE SEPTEMBER 1967. ELEVATION 1267.841 47 r fJ i>2 113 100. OV' V. c. PVI =1371, 84 W 0 o0 0 0 6 in C14 6 6 N O 1_ + r 1111. - � N N r �� V) ® �4 �- �I"- N tA *' r <In 0 100.00` V, c. PVI 1371, 61 t, W o J 0 !li V to 0 JICS + N 0J 0U ^Go0 .•- Jui 6 + N < + 0! N r I.- ^ t CV) V) F- •--• r 0 100. 0M' Vs C. PVI=1371.84 �, W O Q o cs o 06 Nlid�' + N RC1 O1-' cp C) + `~ s � . .-. to oo r < C7 � ~ � < r 12+00 L=39. 27' 150., OO' V, C. PVI=1379, 92 PROPOSED TCP -OF -CURD AT 18' LEFT w + d 4 qt 0 o t• c0 00 N n at co Qt 00 1 cp 00 6 Oi t•= , 00 00 CO CN 00 as u + O -W 0 V) 00c3N� �00 r IV -� CROWN LINE � r ��. 1380 N � �, �,,, .� 36. 96 86. 3 V. C. 36. 96 LEFT W... < �' �- Pv I =13$2. v a? U ' ~ '� NATURAL GROUND AT 30' LEFT a �' ow F- ;- ..-- + 1x 0 (n ,�„ ,, . 1 to Vi tri o -' 150. ata' V. C. > to c� LL LZ �= ai � A N � M.- -- _ PVI =137 . 69 + N a � ^ 0 9° X32 00 J ;p 1141) O to 1- a * � ' � tri 00 /co 00 mfi e M 4 {. � � M � I 00 t0 o W co J to 6 N + � � �,. `r+/ � �. � -.-,. �. `e-+/ � < � + ' r Q�4 J N m N h � r _ . 25.49 4. 67' 134. 14' 25. 49' ci + Ofn < s'''1 O < m !, ,�, 100, OQ V. C. 00 1380 + N N �. _ - -� Pv I =13s3. 17 CD C. L . J �<' �^ ! i i ,� ...- -- `�" �' NATURAL GROUND AT CA m m > a w c V w . N to .�- a/4 a/4 < a/4 , a/4 + cr N � _, i PROPOSED F I N I'SHED SURFACE AT CA � - u �; U , N W ..• a it 0� O 0 0 in 00 01 N O O V) � GQ V J 00 U •�• N00 N KSI O tV th t� tY ~ 4' 4~ �' ~ ` 00 s'A '" cc e) N o(I co00NQE m s t10 U J Q r Cj Q ''" a ••.. - M 00 t101� 00 OQ to t l- L� < r') �") < nay, 00 0 N M N O tJi +M T < m rn 1380r RIGHT in N Vr ) .- +� _ ,1,.s '1`�' NATURAL GROUND AT 30` RIGHT M Dt . PROPOSED TOP -OF -CURB AT 18' RIGHT 13+00 775 14+00 7 7 7 ?c' 7 7 PROPOSED 8" SEWER o 0 + I + I +I +In I +I +I r). M. 6 54 00' 61. 76'17-10 61. �76' 61. 76' 61.76' 61. 76' SIDEWALK 58. 70 TC 58. 03 FL 3 69. 40 TC / 9, 17 FS 68. 73 FL / 15+00 18+00 17+00 SEE SHEET NO. 2 - 30' -} _30 ~ I� � •O Ld I� WCO InUJ 118 119 120 121 SIDEWALK 00 0(n LL - 60. 0�0' STA. 10+00. 00 CA GARDEN OAKS ST. W co STA. 16+19. 94 CA BLUFFV I EW ST. n il NLri C3? NI W• �) NI U J �� 1.0 0 V) .�... + , � +I 7 7 f� W n z C) O cr 7 0 4� � � STA. 13+74.84 C/L GARDEN OAKS S . i' Ln 4 6� `n °0°°`t d vi 44 15+00 18+00 17+00 SEE SHEET NO. 2 - 30' -} _30 ~ I� � •O Ld I� WCO InUJ 118 119 120 121 00 0(n LL - 7 7 60.,00' 60. 00' , Of v c W co lz 0 1 STA. 10+43. 00 BCR n il NLri C3? NI I m �F- I^ �. + U J �� 1.0 0 V) .�... + , � � /�� :o c� w .4. 1-.1 w +. co 7 7 7 + ao (�/ I co r_ cr 7 0 <C STA. 13+74.84 C/L GARDEN OAKS S . i' Ln �' `n °0°°`t d vi Lu 43 42 STA. 10+00.00 CA FREEHARBOR ST + + V) STA. 20+79.9 BCR 00 6 ATCH LINE SIDEWALK 1 15 e FS 4 61. 76' 61. 76' 61. 76' 60. 00' 54. 06' 60. 00' 11 I 6 a n 66 5t 79. 02 FS 12 13 _ 14 N 00° 01' 50" E ! e 3 77. 73 TC 77. 96 FL 78, 58 FL `" '4. 09 FL g0, 23 TC Y W 77.0 FL 1 79. N FL rh V I x I 4 51. 00' 51. 00' 60.,00' 60. 00' , 82.48 FS _/, STA, 10+43.00 ECR 1 STA. 10+43. 00 BCR z ,�. Q C> 00'firIn �i I m �F- I^ . U �I +. .�... + , � � /�� :o c� w .4. 1-.1 w +. co 7 7 7 + ao (�/ I co r_ cr 7 0 <C 2 I DO 3 UO `n w I zc/) vi Lu 43 42 41 LLI 40 0 0 30�f= 3 ' 2 0'--i--. 2 0' SEE SHEET NO. 7 OI�]/.QDOGi]/C�] C I�IC�OC�CC G3�q OG�'1C�o CIVIL ENGINEERING CONSULIP.AANTS ENGINEERING - PLANNING - SURVEYING - C/VILCADD SOFTWARE SUPPORT 680 S. WATERMAN AVE. SAN BERNARDINQ CA. 92408 - (909J 885-3800 REVISIONS Engineer CI ty--------- -- LL Y Approval Dote: Approval Dote: DRAWN BY G�1Lb AA 1lJld ail N J K CHECKED BY BRH SCALE JOB No. 965023 DATE JUNE 97 WM01i1 STA. 20+44. 98 EC LATCH LINE 33 . 20+63.9 CvRe STA 82-50c 8 83 F �'Rc N, N 04' 24'22" W �� O 0 7 34 STA. 16+88. 14 CA GARDEN OAKS ST. STA. 21+22.94 C/L BEARTREE ST. \f2' U35 7 36 P!(JMOOD J. KIPIG u � rs 1 o rc I`J0. C-33786 Exp ok/laAft .�; CIVIL % :Ia•� 1 ��2ad / ' 0N.P11Y L. J� fOUIN G NNY -%t CE/4 ' 216 f �t � r 19+00 CURVE DATA: CURVE ARC TANGENT NUMBER DELTA RADIUS LENGTH LENGTH 90' 00' 00" 25. 00' 39. 27' 25. 00' 1 ' 0- 137' 06' 46" 58. 00' 138. 80' 147. 67' 1. 8 23° 33' 23" 62. 00' 25. 49' 12. 93' 14 90` 00' 00" 43. 00' 67. 54' 43. 00' 15 90, 00' 00" 55. 00' 86, 39' 55, 00' CONSTRUCTION NOTES: 1 CONSTRUCT 4" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7 ) 0J CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD, NO. 101. 4 CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. 105. 5 -- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A. 6 CONSTRUCT 4" THICK P. C. C. SIDEWALK PER CITY OF FONTANA STD. NO. 105A. 0- CONSTRUCT P. C. C. DR I VEWAY APPROACH PER C I TY OF FONTANA STD. NO. 102 ( W-16') . �Q QRa�'Ess1QN�� LONNY L. r w YOUNG 17 w M No. C-043216 �u ATE Exp. 3/31/00 CIVIL r9TF 0F' CALIF��P CITY OF FONTANA, CALIFORNIA STREET PLAN -TRACT 14293 SCiLE:_ 401 GARDEN OAKS STREET PATE: APPROVED:7 DRW. NO. JUNE 1997 �,,,� CITY ENGINEER RCE 25126 DATE 2504 SH, 3 OF 13 51DEWALK rh V FS CID"EC) H o N C1 " vn oo co 82.70 TC 82.48 FS _/, n co 38 82.03 FL 82.45 0 0 41 15 0 3 82. 12 FST 8531 82.1 o 8 8� Sa SIDEWALK FS 60. 00' 60. 00' I 6 a N• z O� J J N Li r- W � I ail '61 m n r7 + . d". to + co fn + r . . , O co ap 7 W � 7 ~ 7 �� REVISIONS Engineer CI ty--------- -- LL Y Approval Dote: Approval Dote: DRAWN BY G�1Lb AA 1lJld ail N J K CHECKED BY BRH SCALE JOB No. 965023 DATE JUNE 97 WM01i1 STA. 20+44. 98 EC LATCH LINE 33 . 20+63.9 CvRe STA 82-50c 8 83 F �'Rc N, N 04' 24'22" W �� O 0 7 34 STA. 16+88. 14 CA GARDEN OAKS ST. STA. 21+22.94 C/L BEARTREE ST. \f2' U35 7 36 P!(JMOOD J. KIPIG u � rs 1 o rc I`J0. C-33786 Exp ok/laAft .�; CIVIL % :Ia•� 1 ��2ad / ' 0N.P11Y L. J� fOUIN G NNY -%t CE/4 ' 216 f �t � r 19+00 CURVE DATA: CURVE ARC TANGENT NUMBER DELTA RADIUS LENGTH LENGTH 90' 00' 00" 25. 00' 39. 27' 25. 00' 1 ' 0- 137' 06' 46" 58. 00' 138. 80' 147. 67' 1. 8 23° 33' 23" 62. 00' 25. 49' 12. 93' 14 90` 00' 00" 43. 00' 67. 54' 43. 00' 15 90, 00' 00" 55. 00' 86, 39' 55, 00' CONSTRUCTION NOTES: 1 CONSTRUCT 4" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7 ) 0J CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD, NO. 101. 4 CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. 105. 5 -- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A. 6 CONSTRUCT 4" THICK P. C. C. SIDEWALK PER CITY OF FONTANA STD. NO. 105A. 0- CONSTRUCT P. C. C. DR I VEWAY APPROACH PER C I TY OF FONTANA STD. NO. 102 ( W-16') . �Q QRa�'Ess1QN�� LONNY L. r w YOUNG 17 w M No. C-043216 �u ATE Exp. 3/31/00 CIVIL r9TF 0F' CALIF��P CITY OF FONTANA, CALIFORNIA STREET PLAN -TRACT 14293 SCiLE:_ 401 GARDEN OAKS STREET PATE: APPROVED:7 DRW. NO. JUNE 1997 �,,,� CITY ENGINEER RCE 25126 DATE 2504 SH, 3 OF 13 rh V CID"EC) H N C1 " vn oo co cocn0 n 38 0 0 41 n 0 REVISIONS Engineer CI ty--------- -- LL Y Approval Dote: Approval Dote: DRAWN BY G�1Lb AA 1lJld ail N J K CHECKED BY BRH SCALE JOB No. 965023 DATE JUNE 97 WM01i1 STA. 20+44. 98 EC LATCH LINE 33 . 20+63.9 CvRe STA 82-50c 8 83 F �'Rc N, N 04' 24'22" W �� O 0 7 34 STA. 16+88. 14 CA GARDEN OAKS ST. STA. 21+22.94 C/L BEARTREE ST. \f2' U35 7 36 P!(JMOOD J. KIPIG u � rs 1 o rc I`J0. C-33786 Exp ok/laAft .�; CIVIL % :Ia•� 1 ��2ad / ' 0N.P11Y L. J� fOUIN G NNY -%t CE/4 ' 216 f �t � r 19+00 CURVE DATA: CURVE ARC TANGENT NUMBER DELTA RADIUS LENGTH LENGTH 90' 00' 00" 25. 00' 39. 27' 25. 00' 1 ' 0- 137' 06' 46" 58. 00' 138. 80' 147. 67' 1. 8 23° 33' 23" 62. 00' 25. 49' 12. 93' 14 90` 00' 00" 43. 00' 67. 54' 43. 00' 15 90, 00' 00" 55. 00' 86, 39' 55, 00' CONSTRUCTION NOTES: 1 CONSTRUCT 4" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7 ) 0J CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD, NO. 101. 4 CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. 105. 5 -- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A. 6 CONSTRUCT 4" THICK P. C. C. SIDEWALK PER CITY OF FONTANA STD. NO. 105A. 0- CONSTRUCT P. C. C. DR I VEWAY APPROACH PER C I TY OF FONTANA STD. NO. 102 ( W-16') . �Q QRa�'Ess1QN�� LONNY L. r w YOUNG 17 w M No. C-043216 �u ATE Exp. 3/31/00 CIVIL r9TF 0F' CALIF��P CITY OF FONTANA, CALIFORNIA STREET PLAN -TRACT 14293 SCiLE:_ 401 GARDEN OAKS STREET PATE: APPROVED:7 DRW. NO. JUNE 1997 �,,,� CITY ENGINEER RCE 25126 DATE 2504 SH, 3 OF 13