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HomeMy WebLinkAbout2707-3R=0.600 ON TAN. F-1aalf] z F- LLJ LTJ V) 20+11.57 LW ECR V) 21+00 CELESTE COURT SEE SHEET 6 5n' z v cn N 06 Q 04 CONSTRUCTION NOTES CONSTRUCT 4" MIN. A.C. OVER 12" OF 95% COMPACTED 1 NATIVE SOIL. CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY OF FONTANA STANDARD DETAIL 101). CONSTRUCT CONCRETE CURB AND GUTTER (8" C.F. PER CITY OF FONTANA STANDARD DETAIL 101). O4 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. TRANSITION TO 8" C.F.) CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL 5 PER CITY OF FONTANA STANDARD DETAIL 104. CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH 6 AND LOCATION PER PLAN & PER CITY STD. 1O5A. CONSTRUCT RAMPED CURB RETURN PER CITY OF 9 FONTANA STANDARD 104-A. INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE 10 SODIUM LAMPS. COBRA HEADS W/CUT-OFF LENSE LIGHT FIXTURE ON ORNAMENTAL POLE (MINIMUM MOUNTING HEIGHT OF 25' INSTALLED BY SO. CALIF. EDISON CO.) CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA 11 STANDARD 102 W=16' TO BE FIELD LOCATED. REMOVE REDWOOD HEADER AND JOIN TO EXISTING 12 IMPROVEMENTS . REMOVE EXISTING SIDEWALK AND CURB & GUTTER, 13 JOIN TO EXISTING PAVEMENTS . PROPOSED TOP OF 18' LF. OF CL. (E 50.00' V.C. PVI=1016.02 K= U.°rvtio m > P RTI AL m O V 0 O Lj I- PARTIAL 50' V.C. 50. O' V.C. v, o_ P.I.=1013.99 PVI 1013.39 u') SOW m N00 LO1 + .- O U O } Wc3 O 0 + ►- �' In NV cD00� C , =61.00 CO �W U h O O F- O IN �� OF- O a f� O O N � 020 r 1= O.C. Oho 00 r z r r r r r` 0 0 0zujF= OJr`r R=0.440% N 00 m +<004 d Ny +'- a. +So+ r R + o M ,N N + �jr *-Nor r -0 N- r 58.00' d r m O.C. %. II R=2T770A Z O0) N 0to N� Q No .,. of ri 0 h NOQ ly U- mR=4.50 U V u.Nm0o H ' ' ' ' 17.4' ' v 'o 7.19' 62.00 R�3 V) p V) W�0 O oh W m R=1.780% m m U ow 00 L=41.98' M0x, L=28.21' 28.21' TRANSITION R_=0.4.00_% -------- m � =0.709% � R=0.400% -_-- FL X -GUTTER 00 N � � -¢ N 0 - N TAN. 1020 ON TAN. STING TOP OF CURB �'�2 67 - M r + � � r � � N o rM rLo O � :- � � 1A t- C00 � r 50.00' V.C. 18 LF. OFCL(8"CF) a� PVI=1 013.96 U) M 0 r 0 y > U W pm r- i J O J red 0) O J OU PROPOSED TOP OU O W (-1 O U O� h o z 00 r r- O Co 16 00 O + M r r O OU hOr + N0 + Nr + 04 014 TAN N O a4 a+ O .� N Q Q0 0 M 030.00 N Q N O N 150.00' V. R=0.400% - 0 O 04 R=0.600% m N 06 r ON TAN. O Nri 06 0) 0OO (0 N Oho N 50.0d' V.C. W'_' +rr h NO + PV1=1 13.99 u') O m N rn0 6 +� N u7 } O m j m O W o +MCo v N a 0� M 0-D OCj O 0 CL7 m oM00 0 F-: o OJ W + to + Co OU i- NO J N U r 00 + Kj 06 . +.� 0 + S N N O r N j N FU- rr.C14 *- a �1 1020 Q r o aW. o<ON o 1-0 R=0.600 ON TAN. F-1aalf] z F- LLJ LTJ V) 20+11.57 LW ECR V) 21+00 CELESTE COURT SEE SHEET 6 5n' z v cn N 06 Q 04 CONSTRUCTION NOTES CONSTRUCT 4" MIN. A.C. OVER 12" OF 95% COMPACTED 1 NATIVE SOIL. CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY OF FONTANA STANDARD DETAIL 101). CONSTRUCT CONCRETE CURB AND GUTTER (8" C.F. PER CITY OF FONTANA STANDARD DETAIL 101). O4 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. TRANSITION TO 8" C.F.) CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL 5 PER CITY OF FONTANA STANDARD DETAIL 104. CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH 6 AND LOCATION PER PLAN & PER CITY STD. 1O5A. CONSTRUCT RAMPED CURB RETURN PER CITY OF 9 FONTANA STANDARD 104-A. INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE 10 SODIUM LAMPS. COBRA HEADS W/CUT-OFF LENSE LIGHT FIXTURE ON ORNAMENTAL POLE (MINIMUM MOUNTING HEIGHT OF 25' INSTALLED BY SO. CALIF. EDISON CO.) CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA 11 STANDARD 102 W=16' TO BE FIELD LOCATED. REMOVE REDWOOD HEADER AND JOIN TO EXISTING 12 IMPROVEMENTS . REMOVE EXISTING SIDEWALK AND CURB & GUTTER, 13 JOIN TO EXISTING PAVEMENTS . PROPOSED TOP OF 18' LF. OF CL. (E 50.00' V.C. PVI=1016.02 50.00' V.C. PVI =1015.99 K= U.°rvtio m > w CU m O V 0 O Lj I- 0C14 ~ t04 U O J U NU O o_ NO N O N U)N O C'4 m N00 LO1 + .- O N N LO O N N o � I 0 50.00' V.C. PVI =1015.99 79.40' O.C. PROPOSED TOP OF CURBL- 8'21° 28.21' TRANSITION 18' LF. OF CL. (6 -CF) Ir 8" CF. TO 6" CF. 20% K= U.°rvtio m ..0 ---- R=_0.4_00% ---- --_ ';�'-R=0.410% CU F W CF m 0 O J U O J U NU O o_ O.C. w d O m N00 LO1 + o O N N LO O N N o � I 0 + ►- �' In v N C , =61.00 CO 79.40' O.C. PROPOSED TOP OF CURBL- 8'21° 28.21' TRANSITION 18' LF. OF CL. (6 -CF) Ir 8" CF. TO 6" CF. 20% K= U.°rvtio m ..0 ---- R=_0.4_00% ---- --_ ';�'-R=0.410% CU F _® X -GUTTER CF CJ 100.11' Q.C. W U U -� PROPOSED o_ O.C. w N I� U ,� 2 .49' Q O U M o cD r J O0) h h ,h O cS 0 0 + 0� -0 r j h� +0 [R.O.420%I v N C , =61.00 CO r• m h O O F- m IN �� M 00 a f� O O N � 020 r 1= O.C. 1.98' TRANSITION 00 r z r r r r r` 0 0 r R=0.440% N 00 m I r vt n+ LEFT , 0 2.10 L=128.99' U CF. TO 6" CF, + o M ,N U- to r r- r 58.00' d r m O.C. %. II R=2T770A Z O0) N N Da; o of ri 0 h It m r ay CD to W ly U- mR=4.50 U V u.Nm0o 76.00' ' ' ' ' 17.4' ' v 'o 7.19' 62.00 R�3 V) p N N- R=0.440% O oh W m R=1.780% m m U ow 00 L=41.98' M0x, L=28.21' 28.21' TRANSITION F- N K= U.°rvtio m ..0 ---- R=_0.4_00% ---- --_ ';�'-R=0.410% CU F _® X -GUTTER CF CJ 100.11' Q.C. a m U -� PROPOSED CENTERLINE U O N try U GRADELINE N to m m M U Q O U M o cD r J O0) N U oV �0 t0 6(3 dmm + 0� -0 r j h� +0 [R.O.420%I qt Nr NN Mo 04 to CJh CO 04 N F- O r r < O h4 -O + F-0 M 00 I- V r L R=0.400% o _ II mom F- N K= U.°rvtio m 0 O PROPOSED TOP OF CU O 18' RT. OF CL. (6m CF CJ 50.00' V.C. a m U PVI=1016.02 + M O N try U w N to > :E O U O Q m OU c~n OU O H ON C7 F= O LO 0 F= N e1 +r' +N r O� N + N004 O CO 04 ui CN FOr r r < O -t Qr Fa- r V) M 00 I- V r L R=0.400% o 22+ I 41.98' 106.12' FROM E O.C. m 0 O C3 44 O F- .M- CJ O.C. 8" CF. a m U U ul + M O N try t16 N to O Q F< O O PARTIAL c~n r R=0.420% O.C.O.C. 23+00 PINYON COURT SEE S#EET 6 CO z O O-1 z '00 rn-'� +m N� UO N J 00 c.� o r,� O 10 +o 04 IIDRIVE 24+00 �k m 0 rn m 0; O + LO N H N ,F TO 8 -CF O.C. U- - -15.84' o c , a4 a4 44 00 0. 00 � O.C. 8" CF. a m U U ul a- v W Lo �, h a PO N F-: N (D O 0) PARTIAL LO CA I I L.=7 11.$1 om O.C.O.C. N O N +rn +o N sF m r o 04 N r: N O r r r < O -t Rs5.000% M 00 I- V r o v~ o O it N `n o 0. CJ r z r r r r r` 0 0 r R=0.440% z ti ON TAN0- I R=2.800% 2p0� I 00 I' m - ( N 0 IR EXISTING CL PRO OSED TOP OF CURB 0. 00 w O.C. 8" CF. TO 6" CF. 418 1C' 411`8 1 a8 '4/8 ag 30.Od VC EXISTING N o 1 113.88' V.C. PVI=1022.41 18' LF OF CL (8 -CF) �; a+ a4 a4 414 v PARTIAL L=31.57' I I L.=7 11.$1 om O.C.O.C. N O N o w m ao> rn U oy t!) m o + 1 W ` 15.84' a 41 a 150' V.C. Z O -t Rs5.000% M 00 '` o o v~ o O it N `n o 0. CJ r z r r r r r` 0 0 r P.I.= z ti ON TAN0- I .., r No z0 o U O m U" y V U- U W(jd1016.03 34'18'35" r 58.00' R=2 o N %. II R=2T770A Z O0) F- N °' Cj of ri 0 h It m r ay CD to W ly U- mR=4.50 U V u.Nm0o 76.00' AON TAN0% 62.00 R�3 w-' p N I:a O oh o 0Nm�i,,r:o0c6 NN .r . � .0 0. ° m � a'+ a4 a � O 00 � I`� � + N +00 00 N � � -¢ N 0 - +'N 1020 EX STING TOP OF CURB �'�2 67 - M r + � � r � � N o rM rLo O � :- � � 1A t- C00 � r ,� N C. L* 18 LF. OFCL(8"CF) a� ro �00��►�-+o r 0 Q r- co 04 N p PROPOSED TOP OF CURB R=2.800% ON TAN Fa-• o o d o 18' LF. OF CL (8 -CF) 5 .98' O.C. hOr R=1.278% 014 TAN 4 a4 a+ 0/4 I R=0.440% ON TAN 0 M 030.00 C Q I 150.00' V. - 0 O 04 . m N 06 r PM=1015.9lS O Nri 06 0) 0OO (0 N Oho N In d W W'_' +rr h NO + u') O 0 N rn0 6 +� N u7 O,to O z"� W> O +MCo v N a O Cp & - 0 M 0-D O 0 CL7 m oM00 d F- (n + 0) r O t0 00 M O N � J N U r C14 + � 06 . Fa-om fI) d Oro + O i + 00 m�0001 N rU Cj U) � 0 rr.C14 00 �1 1020 o R=5,000% o<ON o 1-0 + M 0) Qi + M + (O o RIGHT ON TAN R=2.761 = Or .4- T + (1r"I o Lo ,r .h- r 3 0 N o + 1-11 R=2.800% 2p0� I L=151.83' R=2.760% CREST DR. F- IR EXISTING CL PRO OSED TOP OF CURB 0. 00 a8 418 4/8 418 1C' 411`8 1 a8 '4/8 ag 30.Od VC EXISTING TOP OF CURB - 1 113.88' V.C. PVI=1022.41 18' LF OF CL (8 -CF) L=39.90' 0 1021.78 0 L=31.57' I I L.=7 11.$1 om O.C.O.C. 300.00' 100.11' m ao> rn U oy t!) m o + 1 W a 15.84' ro U Z O -t F- 00 M 00 F- h O U M M O O -5 (9 h h CJ L) t O it N `n o 0. CJ r z r r r r r` 0 0 + M N N r .� m rry O r f!I © a r r r r r 0 11 Lfj r O W m o V) '- pq0� H m 34'18'35" r 58.00' R=2 o N %. II R=2T770A N R=2.800% 2p0� I LENGTH R=2.760% CREST DR. F- IR EXISTING CL PRO OSED TOP OF CURB ON TAN 00 GRADELINE 1 LF OF CL (8"CF) 20.00' 0 30.Od VC EXISTING TOP OF CURB - F- PVI= 18' LF OF CL (8 -CF) 0 1021.78 0 L=31.57' 16°07'55" 00 m W Wa m> In UJI 300.00' 100.11' 50.53' ao> rn U oy t!) m o + 1 W R=0.607 ON TAN 15.84' -1 J 0 + - C14 CC 218.00 O 23.29' MC� F- •hr- C14 C. 4 4 4 74.64' yOU0 C14 NF- © 0> 20.00' 28.21' .� m a (K> 20.00' 0 11 Lfj O U L 58.00 0) In -' 34'18'35" 58.00' 97.08' o N %. II R=2T770A N 38.00' 66.15' 45.08' A^ ON 6' R=2.800% RADIUS LENGTH TANGENT CREST DR. F- RIGHT w o 50' .� -I" -'25'Z 20.00' 0 � 94'57'10" D - L=35.58' ?o ON TAN 282.00' 7940' L=31.57' 16°07'55" (F> 300.00' 100.11' 50.53' 19°07'13" G R=0.607 ON TAN 15.84' 0 c 0/4 0/4 a4 v4O.C. 218.00 46.40' 23.29' 12'11'44 4 C. 4 4 4 74.64' PARTIAL 150' VC =1016.03' 0> 20.00' 28.21' .� m 80'48'40" (K> 20.00' 41.98' 34.82° 1120'15'41" L 58.00 0) In -' 34'18'35" 58.00' 97.08' 64.31' 955416" N 38.00' 66.15' 45.08' L=31. 6' 84.14' 76.00' 126'5212 U 62.00 39.90' 20.67' 36'52'12" N O O W U a'+ a4 a a4 p m 00 to r- co .-. (> W o o d o 00 hOr 0 M 0r Q Nh OC - 0 O 04 m N 06 r M O O 06 0) 0OO (0 r +rr 0O NO + u') O 0 N 0 MQ N u7 O M+ O O +MCo oM00 + 0 +�0 to +++ rR=5.000 06 . TAN o o<ON 0 o R=2.761 o + ON TAN R2 r V In GO PROFILE SCALE: 1 "=40' R=3.520 R=3.000%.HORIZ. VERT. 1 "=4' ON TAN `1 ; I �-EXISTING TOP OF CURB 18' RT OF CL (6"CF) 25+00 10+00 11 +001 "" 12+00 13+00 1.1 DCR�s� 0? W Lu 50' oF- ' z_ 25' 25 7' (~n 1 1' 18, 18 UJ O I` JLri g owUO zxo+z ,z9'a 00.zgU�� Lb ,5l'8L ,68'LZ ,tZ'L < 10 00 N I - �� 2 �- Of (> 00 2 1 1 ao U m 1 1 =, � I: W M 1 1 In 42 �x40 - 1 +� 1, .0 �j0 , CO (.I U 0 _j`° QRG CJ < t c0 m .17' 6 3 '4s��rc,,6'T� J± 6 N 9 430.14' <08'SZ� v J 22.61 N� r� 1 CURVE RADIUS LENGTH TANGENT CREST DR. F- RIGHT w o 50' 88'02'08" 91'57'52" -I" -'25'Z 20.00' 33.14' � 94'57'10" D - J ?o 19'07'13" 10+00 11 +001 "" 12+00 13+00 1.1 DCR�s� 0? W Lu 50' oF- ' z_ 25' 25 7' (~n 1 1' 18, 18 UJ O I` JLri g owUO zxo+z ,z9'a 00.zgU�� Lb ,5l'8L ,68'LZ ,tZ'L < 10 00 N I - �� 2 �- Of (> 00 2 1 1 ao U m 1 1 =, � I: W M 1 1 In 42 �x40 - 1 +� 1, .0 �j0 , CO (.I U 0 _j`° QRG CJ < t c0 m .17' 6 3 '4s��rc,,6'T� J± 6 N 9 430.14' <08'SZ� v J 22.61 N� r� 1 CURVE RADIUS LENGTH TANGENT DELTA 20.00' 20.00' 30.73' 32.10 19.33' 20.70' 88'02'08" 91'57'52" C 20.00' 33.14' 21.81' 94'57'10" D 318.00' 106.12' 53.56' 19'07'13" 282.00' 7940' 39.96' 16°07'55" (F> 300.00' 100.11' 50.53' 19°07'13" G 182.00 15.84' 7.92' 04.59 11 " 218.00 46.40' 23.29' 12'11'44 I 200.00' 74.64' 37.76 21'22'58" 0> 20.00' 28.21' 17.02' 80'48'40" (K> 20.00' 41.98' 34.82° 1120'15'41" L 58.00 34.73' 17.90' 34'18'35" 58.00' 97.08' 64.31' 955416" N 38.00' 66.15' 45.08' 99'4414" 84.14' 76.00' 126'5212 FE38.00' 62.00 39.90' 20.67' 36'52'12" BENCHMARK: REVISIONS UNDERGROUND SERVICE ALERT CALL TOLL FREE: (800) 422-4133 R.R. SPIKE ON PP# 674320E AT THE INTERSECTION OF JURUPA AVENUE ► RECOIZP PgAWtING AND MULBERRI( AVENUE. 0 (i(�f ELEV. 918.40 uu� TWO WORKING DAYS EEFORL-- YOU DIG M ?3 12 0' j 4 - P '� 0 1 s 110yp�..,� c .- o ^�a�� 11 _ �? -_- 2 N0'00 14„ E LO LO it 110 EXISTING C.B. ir' 10+38.30 11+77.44 1+38.08 ECR - BCR 1+38.08 `\� It a°��� �% •i'' L� m C� .�`eti BCR > ECR , t ' v0 11 I I EXISTING RCB I I u ?� /N r �'' N77°56 0� `i`�' II I 1 CK I- C7 I 1 II �� d 1 11 I1 ©z z 1, II !' ,! 1+56.63 PRC 1l I( 1( f-- J (n 1 I 11 BCR 1� �t41II I I W U X I 1 �I NICO q� 11 I I cV ��' Ia I I i � ��'�' �� , , `•'6� ��il I I IX a0 00 � ti •� n I I +� N 0i EXISTING 11 11 +I I1 J1MJ rn} STREET IMPROVEMENT i li 0) _j 11 50' O + N PER TR. NO. 14138 50' Y II DWG NO 1637 25, 25' 25' 1 25' 7' 18' 18' 7' 7 18 18 7 TRELANEY ROAD W N CR ST D IVE K I L L CR�EST R I V E I RONAL DATE IAP ROVAL ICITY I DATE J. pIre,' NO. C42723 EXP. 3-31-00 k1_01VI4 PREPARED BY: O] PHB & ASSOCIATES, INC. 1620 SOUTH GRAND AVENUE, GLENDORA, CALIFORNIA 91740 (626) 914-6256 FAX (626) 914-5756 Approved: c Robert kerman, R.C.E. 42723, Exp. 3-31- 1025 LEFT ® -`-AI trn, CITY OF FONTANA Drawn by: S O U T H R I D G E VILLAGE scale: /lv C.J.G. TRACT 14758 Designed by: Date: V Date HdCH / MTD STREET IMPROVEMENT PLANS MARCH, 1998 Checked by: • Dw. No. �. - A__.� Ll� 'g9 g. No. 7 3 EZ C�I? s CITY ENGINEER, RCE 25126 Date CUF.DWG ! I