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HomeMy WebLinkAbout2504-4.tif1370 LEFT 1370 C. L, 1370 RICHT PROFILE SCALE VERT,' l i n = o f t HORZ: l in - 40 f t PROPOSED 8" SEWER MAIN 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 NEW E5 2 % L=39, 27' _.i �, CA � �• ry w" L- r• + o s NATURAL GROUND AT 30' LEFT (+� GROUND NATURAL GROUND AT CA �+ ww + � +CV ch w t S ♦ 0 .offco � in � + 0 0 1 0 , 1 V �� t Z � e�M �� 'i/.f 138. 80' 1I PROPOSED FINISHED SURFACE AT CA , �+ 62. 00' a yV 4 < y n�►� , �� to a�� Irk fls,, f� � TI 0 + .Y� ' 1 .1 Md MA ash. s►.e rRa M.� �.Y r^�-Q < . - i f { 0 n 0 /� #z �I saw MD m 89 % W 69. 40 TC 68.73 FL M� 0, 60 co Q. 6M % PROPOSED TOP -OF -CURB AT i8% RIGHT -�. n F. L. K -GUTTER .-. y PROPOSED TOP -OF -CURB AT 18' LEFT (� 0 tai0 .-------,.--s....-.-,.....,� � m to "� mm f.- T _• �+ 0.60 .160 iV a� Z RVI =1364. 70 � 'r + 0 36. 96' v ii��llyy�� _.i �, CA � �• ry w" L- r• + o a NATURAL GROUND AT CA �+ ww + -- ,�. �" "� < ice° ch w t S ♦ 0 .offco � in � .Low' j V_j a/ 0 0 1 �f� i 1 , 1 V �� t Z � e�M �� 'i/.f 138. 80' 1I PROPOSED FINISHED SURFACE AT CA 23'33'23" 62. 00' a c� m cv „wl .� �r a�� Irk fls,, JJ/+�\ V � TI 0 + 0 0+ 0 00 + 0 n 0 /� #z �I 00 sM� y� �� .w�.� _� �IAf wn�t /YI is �. < 0 �� MD m 89 % L =39. 27' tn r~ C4 0 Cs W 10 4Yi � 0 CROWN LINE 6.39' 6/4 6/4 ©/4 a/4 Vi L: r co c6 006 0 t � mV� �. r. 0,88 36-96' <a V) cai 90 L =39. 27' 10+00 _jm 9- CA � �• ry w" L- r• + o it q- a Z Ar) ch w 00 raC to� �- <t m 0 0 M < l� . somas 0.60 PVI =1369. O2 T <1 cai 90 L =39. 27' 10+00 DESIGNED BY L L Y 9- r" � �• ry w" . !„ SCALE it _w �a .n.>,a wM.W Tia (A 0 0 �T 50, 98; fAl"if CY ` m • I /�j < i� .40 LENGTH . 0 1 4 40 M < l� . somas 0.60 PVI =1369. O2 137' 06' 46" <1 138. 80' 147. 67' PROPOSED FINISHED SURFACE AT CA 23'33'23" 62. 00' a c� m cv 43. 00' 67. 5j4]' 43. 0' 0' rnm 900 00, ilii" NATURAL GROUND AT 30' RIGHT CC" 6 cai 90 L =39. 27' 10+00 11+00 12+00 13+00 14+00 SEE SHEET NO. 5 SEE SHEET NO, 9 ! PROPOSED 8" WATER MAIN 30' - -30 30 --3 0 --x-18' STA. 10+00, 00 CA BLUFFVIEW ST. STA. 13+97.86 C/L ANDREA ST. W IC) Q: 'L- CK `1' ,� W w .96 97 10 I + + u + c ko r PROPOSED 8" WATER MAIN `-# ``' ° STA. 14+40.86 ECR STA, 10+43, 00 ECR "' c° 5 "' `0 STA. 1Q+43. QO BCR 64.91 TC 64. 24 FL 6 67. 00 TC 66. 33 FL 67. 17 TC 66. 5D FL I 107. 00'116. 94' 1 117. C}{?' Q tn 0 L cV? o0 @36. 65, 78 FL 1 ID 11 _..__ 12 65.56 FL 13 65.67 FL __._. _ 14 - 66. 11 FS 3 0 W J w LL. 53.0 60.00' 60.00 60.00' 60.00' 1 6x0.00' 60.00' 6 w STA. 13+54.86 BCR! 6 1 I 1 cni r, UD 63-81 TC 63.14 FL C; t +til +1 �+ `+"� `+1 00 r7 + + 7 7 7 7 7 �d H Z cnSTA. 13+09. 94 CA BLUFFV I EW ST. o 7 PROPOSED $ SEWER MAIN STA. 10+00.00 C/L I ROHR I GE CT. to SEE SHEET NO. 557 56 55 4 53 52 1 MIA) :all CIVIL ENGINEERING CONSULTANTS ENGINEERING - PLANNING - SURVEYING - C1VILCAAD SOFTWARE SUPPORT 690 S. WATERMAN AVE. SAN BERNARDIND, CA. 92408 - (909) 885-3800 15+00 16+00 17+00 SEE SHEET NO. 3 30'- 30' 18 (1 PROPOSED 8" WATER MAIN PROPOSED 8" SEWER MAIN DESIGNED BY L L Y � � �� � DRAWN 8Y NJK CHECKED BY 8RH CURVE SCALE ARC V) JOB No. 965023 DELTA RADIUS DATE MUNE 97 LENGTH y 90100,00" 25. 00' 33. 27' 25, 00' 137' 06' 46" <1 138. 80' 147. 67' PROPOSED FINISHED SURFACE AT CA 23'33'23" 62. 00' a c� 14 cv 43. 00' 67. 5j4]' 43. 0' 0' 1 cJ 900 00, ilii" NATURAL GROUND AT 30' RIGHT CC" 6 z STA. 10+77,96 EC MATCH LINE r° +� 112 W 69. 40 TC 68.73 FL co PROPOSED TOP -OF -CURB AT i8% RIGHT -�. n .-. y w (� -~ .,�. PRC CTA ,nLA-1 AA rrQ U&Tru I TKIC' Gil 69. 06 TC 6$. 39 F L 4ri ..r &N w i--Q0U0(j0 d L'? �<" F- 0 1- 1'� (��II 1 + �..y T �\ _ �.ni �� ./fit. a.M.. l.�r ...Y +..� ��, ,..� .�.. s 0,82 % et' +� to L7T ~ 'r- . ~`-`/ r- � '".. 40 "` ... •-"' .-- coL25, 4.a � Y �3: CL V w •t . 40 � to "[ t4) .� .�. ,... ... --- --- ---- "' 49' 138. 84 25. 49 tD 4 t''°? t~ ..... -- -- "". 11+00 12+00 13+00 14+00 SEE SHEET NO. 5 SEE SHEET NO, 9 ! PROPOSED 8" WATER MAIN 30' - -30 30 --3 0 --x-18' STA. 10+00, 00 CA BLUFFVIEW ST. STA. 13+97.86 C/L ANDREA ST. W IC) Q: 'L- CK `1' ,� W w .96 97 10 I + + u + c ko r PROPOSED 8" WATER MAIN `-# ``' ° STA. 14+40.86 ECR STA, 10+43, 00 ECR "' c° 5 "' `0 STA. 1Q+43. QO BCR 64.91 TC 64. 24 FL 6 67. 00 TC 66. 33 FL 67. 17 TC 66. 5D FL I 107. 00'116. 94' 1 117. C}{?' Q tn 0 L cV? o0 @36. 65, 78 FL 1 ID 11 _..__ 12 65.56 FL 13 65.67 FL __._. _ 14 - 66. 11 FS 3 0 W J w LL. 53.0 60.00' 60.00 60.00' 60.00' 1 6x0.00' 60.00' 6 w STA. 13+54.86 BCR! 6 1 I 1 cni r, UD 63-81 TC 63.14 FL C; t +til +1 �+ `+"� `+1 00 r7 + + 7 7 7 7 7 �d H Z cnSTA. 13+09. 94 CA BLUFFV I EW ST. o 7 PROPOSED $ SEWER MAIN STA. 10+00.00 C/L I ROHR I GE CT. to SEE SHEET NO. 557 56 55 4 53 52 1 MIA) :all CIVIL ENGINEERING CONSULTANTS ENGINEERING - PLANNING - SURVEYING - C1VILCAAD SOFTWARE SUPPORT 690 S. WATERMAN AVE. SAN BERNARDIND, CA. 92408 - (909) 885-3800 15+00 16+00 17+00 SEE SHEET NO. 3 30'- 30' 18 (1 PROPOSED 8" WATER MAIN PROPOSED 8" SEWER MAIN DESIGNED BY L L Y � � �� � DRAWN 8Y NJK CHECKED BY 8RH CURVE SCALE ARC V) JOB No. 965023 DELTA RADIUS DATE MUNE 97 LENGTH y 90100,00" 25. 00' 33. 27' 25, 00' 137' 06' 46" <1 138. 80' 147. 67' _ �� m 1- 23'33'23" 62. 00' a c� 14 cv 43. 00' 67. 5j4]' 43. 0' 0' 1 cJ 900 00, ilii" cs 86. 3ti!' 55. 00' z STA. 10+77,96 EC MATCH LINE r° +� 112 W 69. 40 TC 68.73 FL Ln 45 ti coo (� PRC CTA ,nLA-1 AA rrQ U&Tru I TKIC' Gil 69. 06 TC 6$. 39 F L 68.70 TC 68, 03 FL c� (r) �-j 107. Ott' x'14 � 3 15� 67. 54 FS Li - 67.96 FS ! 1 67. 72 FS .,._...�.� -1 ob67.7$ FS 67,83 FS_ 68. Q3 FS 68. 21 FS 60.00' 25. 98' J « Ni 8 L=44. g5 rn� �{ +j �~ � 4 ,~ s rte, r o. 7 7 7 cc i 7 48 50 4 J/ REVISIONS Engineer City No. Approval Date: Approval Date:: DESIGNED BY L L Y � � �� � DRAWN 8Y NJK CHECKED BY 8RH CURVE SCALE ARC TANGENT JOB No. 965023 DELTA RADIUS DATE MUNE 97 LENGTH a 46 ' �?s• \ ty 4 STA. 16+19.94 C/L BLUFFV I EW ST. STA. 10+00.00 C/L GARDEN OAKS ST. NORV/0003 J. KWG Irl �r Exo,od13o z . rid,. j 0, 2-Aval LEFT 1 7�.! LEF T 1370 C. L. . 1370 RICHT 18+00 CONSTRUCTION NOTES: CONSTRUCT 4" A. C. OVER 12" OF 95% COMPACTED NATIVE SOIL. ( SEE GEN. NOTES NO. 6 & 7 1 } 0 - CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101. �4� CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. 105. 0 --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. 7 - CONSTRUCT P. C. C. DR I VEWAY APPROACH PER C I TY OF FONTANA STD, NO. 102 ( 1N=16' } . CURVE DATA: CURVE ARC TANGENT NUMBER DELTA RADIUS LENGTH LENGTH 1 90100,00" 25. 00' 33. 27' 25, 00' 137' 06' 46" 58, 00' 138. 80' 147. 67' 8 23'33'23" 62. 00' 25, 49' 12. 93' 14 90° 00''' O��(0" 43. 00' 67. 5j4]' 43. 0' 0' 1 cJ 900 00, ilii" 55. 00' 86. 3ti!' 55. 00' 4�a Q�,aF�ssron,�< LONNY L. YOUNG w � No. C-443216 Exp. 3/31/04 CIVIL 0F CALIV CITY OF FONTANA, CALIFORNIA STREET PLAN -TRACT 14293 SCAit ao• BLUFFV I EW STREET DATE: APPROVED: DRW. NO. JUNE 1997 �,,, CITY ENGINEER RCE 25126 DATE 2504 SH. 4 OF 13