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HomeMy WebLinkAbout1888-413 1 2 SEE SHEET 5 FOR DETAILS G h N � V � � � V � h OO � � Z❑ � '� t� � �� � °�° � Z o O D Q O 9 ~ 21� 43.61 CL. INT. WILLOW DRIVE W �1 p v III \ II I I O O SCALE __ , T1- � T� J ❑J Di J /r /r u �' 1 40 �l�` v = 10 4-00.00 C. L. ALPINE DRIVE Q y 'L Com, c0 lV I 6, '$ Q POPLAR AVENUE N 5°4640 E (RAD. � � �� �'�, � ._ o � a h o Q �s d, C� CI 1 z ,� e h Q ci �0 O �y, 'V S , D. STA. 1-J- 94.69 B.C. ttj op O Q g 20 g 9 g g 9 ti y' 64 _ �� \1 ch O �`� �fl I� � v w Q W C = ST. STA. 20 93.9 2 z y. M 19 18 17 16 0 9 �� Qo�� -�°vs � 21 9 O `�' 32 32 S.D. STA 2a26.90P. R.C. \ D 12 20 12 _ I I ro � 10+20.49 B. C. �. �; I p ❑ I� ►- '� Q �p qp ctij °a N �, Q 20 - ST. STA. 214-26.40 ►� h 'i d cry �, f, N 7° 03 2 I E (RAD.) cn �, 'c � ��� �.3 h 14 � ° ?� _ 40 N 6 oa � Q v 4) 'Q P�� � 11 �' r3 Q �'' a ti a �- a , o '' I I 1 C� � 4 1 \\ "� o v SG I Ik s� Z�0 1 o o cw �' cy, �� cy, o 10' CALE: 's Q h 4 I iG E• D, R. o c� o p Q I S QO I I I o 1 D �5 � � .LD1 • h9 PD) I � ;n �' 2a 29' 35 �R L=42.50' 50.00' 50.00' 50.00' 50.00' 50.00' I ti 4 (,'J a, 9J AA oo a�a• r•• •• . ,,••+ :.` r..:,,:;.,:"t , .a,:,. ;�••.. .,.• :,. C V o ' v V 1 I \ 1 O KA V V ,, 1 i1'�• ,.it:'f• c:i�':�r.. •Y �a t.. r ^ .♦ ., �, d.':+ J. 1. .,.a.0 • •..:• .: lai ., 'a: :t O O O h 6 6 2\��. D Z� IQ N lSPD' �' �' I I J - I ,8 /x,32• �, ti,;,' 20'��1 N 5' 21 32"W 1z t ! _13 2� �258.00 3, 3DB'. I y V• LATERAL A S.D.STA 24-63.19 E.C. _ - - - - -- - `�" °�° I 28, _ - - - v Q CONST. 13.35 L.F 8 R.C.P= I 13 '+ 1� G \� 1\� \, C'POGy�y o i5' W h N52°2,0' 39"E I oo AZ h / = ST. STA. 10 1-17. 4 O <� 4 �.::�..' .� ...,.. •113Q' g 7 20 ��I F 2 6 � � 20 5• 2a. rot _ � �iNF N 31• �, n• h � �. � , nr3�'Sri9•w �� � K �' � N52 34 58" W �. A I ,.,.� .� N l �.,.._.. 2� F 10 N I ��, FLORENCE "' ~ LANEI � 'tj^ 7,(.� • i' �,. •. I• . , '1tl ';.: ,I :•1, : 'r,) ;1 06+. , 6, lln•7� ' � ��' ''•�:• H 312 4: 72' '�? '`'' o' I 44 I I oo ^ D • EC , ; i ' 42. 86 52.00 52.00 31. 14 ''' •�'i. rte• ^ �� "' �2, 67 b d, d ��' N21 06'22"E o A. I I N ,,��+ 3a417C. G yam' w w t2 - M ��.I°� 30,,R P �,, / �� Ge h 23 c� ,,. �' 0 N `9' 29.9/fL. „ l _ _...'_,e - - TA ov C u ( Y Q Q,. 3 ��• '�` 27+34 77 B. C. R. 4 ti ' d, ti p �' „ ,� \ N80 32 05 W _ _ - _ ►� S.fJ 5 fp 0 • , • C�►M q cv _, �\ �;::'' s oo 51A - IC -14 N38 05 46 W (RAD) I ( (Si m ��, S n 10 °j :t o ' �_'� ���• �: � 7 8 � � � �s,, ��. -�0 1 � wtLLow � °R � ••I ° � Fri W �. fo 9 10 0 L=32. oo o' a . D ' ; : `sJ`. '0 6 9 g + oo O``Q I 47 47' `V �� �(�25' n o 9 M r., , 13 0 25 O ti v)- ;;, 4 r- c i 9 •-a as --. ,`�' �\ '` , l'� 8 « , 34 I 34' 0� 7 18' , • `' = 4� �C 'T`s`' p �`' `�'�' �, ' \c o s ERAL 6 \ S. D. STA. 2•-1.49- 90 S A N. X - ING '� 43 2, 13 7 188�L.F t� 6 ?� �, o 1 `� � 9 /9t 91c. 38 a/NT W/LLC7N ' DR/UE �y 24� R: C. P 1004. 16 F L. 8 V. C. P. r 39 Q y \ a p w _` 3 _ 1002. 67 T.P. 42 R. C.P > "; a '� 12 - 9/ 30. 00 POPLAR AVENUE N9° 27 5 f E! w I 4 8 V� i4 23 LO un o I SLO .D. STA I-129.34 = ST. STA. 20+ 28.58 cv - 'C C> a: z REMOVE PIPE CLOSURE CUT EXIST. 45 R.CP y ;" ,� 20 RUS AVENv 2 v WILLOW p o CONST_ T.S. ( MODIFY) NO.3 PER L.ACF.C.D. ( �' y �` Z-1 E x� �� VE DWG. NO. 2 - D 188 ' Z k4-- z 21 �\ 1x� SEE SHEE r C�2 2 v v Q� C�� D2= 45", D� : G2" C = 3CASCADA COURT.30' � 3 `C/ . � 5 0 �, n O S.D. STA 4--03.51 = ST. STA 11--57.72 IS C�i\ 0 S� C) at ! q p 7 2518' 185 7' CL. M.H. N0,2�� PER �L.A.C.F.C.D. DWG. NO.2-D184. 0 00 'h, Cj` _ cn L= 7', D=42, F=l/2.. I O v C + + o C) � �+ � CV Z © 91'27'24" 22.50' 35. 92' 23. 08' EXIST. S. D. CL. CURVE OK 57A. /t29.58 CIA' .306. 00' 28. 04' 14. 03' EXIST. S. D. CL. CURVE ���� 43' 52' 14" k3� �� Q EXIST. S. D. CL. CURVE �I 47' 43' 11" 22.50' 18. 74' SEE SHEET 5 FOR DETAILS G h N � V � � � V � h OO � � Z❑ � '� t� � �� � °�° � Z o O D Q O 9 ~ 21� 43.61 CL. INT. WILLOW DRIVE W �1 p v III \ II I I O O SCALE __ , T1- � T� J ❑J Di J /r /r u �' 1 40 �l�` v = 10 4-00.00 C. L. ALPINE DRIVE Q y 'L Com, c0 lV I 6, '$ Q POPLAR AVENUE N 5°4640 E (RAD. � � �� �'�, � ._ o � a h o Q �s d, C� CI 1 z ,� e h Q ci �0 O �y, 'V S , D. STA. 1-J- 94.69 B.C. ttj op O Q g 20 g 9 g g 9 ti y' 64 _ �� \1 ch O �`� �fl I� � v w Q W C = ST. STA. 20 93.9 2 z y. M 19 18 17 16 0 9 �� Qo�� -�°vs � 21 9 O `�' 32 32 S.D. STA 2a26.90P. R.C. \ D 12 20 12 _ I I ro � 10+20.49 B. C. �. �; I p ❑ I� ►- '� Q �p qp ctij °a N �, Q 20 - ST. STA. 214-26.40 ►� h 'i d cry �, f, N 7° 03 2 I E (RAD.) cn �, 'c � ��� �.3 h 14 � ° ?� _ 40 N 6 oa � Q v 4) 'Q P�� � 11 �' r3 Q �'' a ti a �- a , o '' I I 1 C� � 4 1 \\ "� o v SG I Ik s� Z�0 1 o o cw �' cy, �� cy, o 10' CALE: 's Q h 4 I iG E• D, R. o c� o p Q I S QO I I I o 1 D �5 � � .LD1 • h9 PD) I � ;n �' 2a 29' 35 �R L=42.50' 50.00' 50.00' 50.00' 50.00' 50.00' I ti 4 (,'J a, 9J AA oo a�a• r•• •• . ,,••+ :.` r..:,,:;.,:"t , .a,:,. ;�••.. .,.• :,. C V o ' v V 1 I \ 1 O KA V V ,, 1 i1'�• ,.it:'f• c:i�':�r.. •Y �a t.. r ^ .♦ ., �, d.':+ J. 1. .,.a.0 • •..:• .: lai ., 'a: :t O O O h 6 6 2\��. D Z� IQ N lSPD' �' �' I I J - I ,8 /x,32• �, ti,;,' 20'��1 N 5' 21 32"W 1z t ! _13 2� �258.00 3, 3DB'. I y V• LATERAL A S.D.STA 24-63.19 E.C. _ - - - - -- - `�" °�° I 28, _ - - - v Q CONST. 13.35 L.F 8 R.C.P= I 13 '+ 1� G \� 1\� \, C'POGy�y o i5' W h N52°2,0' 39"E I oo AZ h / = ST. STA. 10 1-17. 4 O <� 4 �.::�..' .� ...,.. •113Q' g 7 20 ��I F 2 6 � � 20 5• 2a. rot _ � �iNF N 31• �, n• h � �. � , nr3�'Sri9•w �� � K �' � N52 34 58" W �. A I ,.,.� .� N l �.,.._.. 2� F 10 N I ��, FLORENCE "' ~ LANEI � 'tj^ 7,(.� • i' �,. •. I• . , '1tl ';.: ,I :•1, : 'r,) ;1 06+. , 6, lln•7� ' � ��' ''•�:• H 312 4: 72' '�? '`'' o' I 44 I I oo ^ D • EC , ; i ' 42. 86 52.00 52.00 31. 14 ''' •�'i. rte• ^ �� "' �2, 67 b d, d ��' N21 06'22"E o A. I I N ,,��+ 3a417C. G yam' w w t2 - M ��.I°� 30,,R P �,, / �� Ge h 23 c� ,,. �' 0 N `9' 29.9/fL. „ l _ _...'_,e - - TA ov C u ( Y Q Q,. 3 ��• '�` 27+34 77 B. C. R. 4 ti ' d, ti p �' „ ,� \ N80 32 05 W _ _ - _ ►� S.fJ 5 fp 0 • , • C�►M q cv _, �\ �;::'' s oo 51A - IC -14 N38 05 46 W (RAD) I ( (Si m ��, S n 10 °j :t o ' �_'� ���• �: � 7 8 � � � �s,, ��. -�0 1 � wtLLow � °R � ••I ° � Fri W �. fo 9 10 0 L=32. oo o' a . D ' ; : `sJ`. '0 6 9 g + oo O``Q I 47 47' `V �� �(�25' n o 9 M r., , 13 0 25 O ti v)- ;;, 4 r- c i 9 •-a as --. ,`�' �\ '` , l'� 8 « , 34 I 34' 0� 7 18' , • `' = 4� �C 'T`s`' p �`' `�'�' �, ' \c o s ERAL 6 \ S. D. STA. 2•-1.49- 90 S A N. X - ING '� 43 2, 13 7 188�L.F t� 6 ?� �, o 1 `� � 9 /9t 91c. 38 a/NT W/LLC7N ' DR/UE �y 24� R: C. P 1004. 16 F L. 8 V. C. P. r 39 Q y \ a p w _` 3 _ 1002. 67 T.P. 42 R. C.P > "; a '� 12 - 9/ 30. 00 POPLAR AVENUE N9° 27 5 f E! w I 4 8 V� i4 23 LO un o I SLO .D. STA I-129.34 = ST. STA. 20+ 28.58 cv - 'C C> a: z REMOVE PIPE CLOSURE CUT EXIST. 45 R.CP y ;" ,� 20 RUS AVENv 2 v WILLOW p o CONST_ T.S. ( MODIFY) NO.3 PER L.ACF.C.D. ( �' y �` Z-1 E x� �� VE DWG. NO. 2 - D 188 ' Z k4-- z 21 �\ 1x� SEE SHEE r C�2 2 v v Q� C�� D2= 45", D� : G2" C = 3CASCADA COURT.30' � 3 `C/ . � 5 0 �, n O S.D. STA 4--03.51 = ST. STA 11--57.72 IS C�i\ 0 S� C) at ! q p 7 2518' 185 7' CL. M.H. N0,2�� PER �L.A.C.F.C.D. DWG. NO.2-D184. 0 00 'h, Cj` _ cn L= 7', D=42, F=l/2.. I O v C + + o C) � �+ � CV Z © 91'27'24" 22.50' 35. 92' 23. 08' EXIST. S. D. CL. CURVE OK 5' 15'00" .306. 00' 28. 04' 14. 03' EXIST. S. D. CL. CURVE OJ 43' 52' 14" 22.50' 17.23' 9.06' EXIST. S. D. CL. CURVE �I 47' 43' 11" 22.50' 18. 74' 9. 95' EXIST. S. D. CL. CURVE O 26' 33' 54" 169.44' 78.56' 40. 00' CL. CROWN CURVE UG 233'07'48" 38.00' 154.62' CUL-DE-SAC CURB CURVE O 53'07'48" 62.00' 57.49' 31.00' CUL-DE-SAC REVERSE CURB OE 83@20'28" 20.00' 29.09' 17.80' CURB RETURN �D 93' 07' 31" 20. 00' 32.51' 21. 12' CURB RETURN © 31822'31" 218. 00' 119.38' 61.23' E' LY CURB CURVE © 29' 30' 43" 182.00' 93. 75' 47. 94' W' LY CURB CURVE OA 35' 23' 11" 200.00' 123.52' 63.80' CL. CURVE MARK Q R L T COMMENTS CURVE DATA CONSTRUCTION NOTES � Go 2 2 22 ST. STA. 204-28.58 CL. C.B. NO.2 PER TR -14243-1 1 CONSTRUCT A. C. OVER 1 o CONSTRUCT STREET LIGHTS PER CITY OF FONTANA LA C F. C .D. STD . DWG. N0.2- D162 , W= T ',V=6' N W N It a-3 2.2 2 TR . BN DRY. L COMPACTED NATIVE SOIL. (SEE GEN. NOTE 6) STD. W / LOCAL D.EPRASSION PERS I .A.C.F.C.D. Z STD. DWG. NO. 2- D88 CASE C ST. STA Ila- 82.22 CL. C.B. NO.3 PER L.A.C•FC.D. QCONSTRUCT CONCRETE CURB AND. GUTTER (6" C. F. 42., SEE SHEET 5 FOR DETAILS LATERAL,"C�� i a- STD. DWG. NO. 2 D 163 W= ' _ ' 14 S EB$/ - ) 12 CONSTRUCT < R. C. P STORM DRAIN N 54 27 5 5 E .J 21 , V 5 W / LO CAL ?� 01 PER CITY OF FONTANA STANDARD DETAIL 101 DEPRASSION PER L.A.0-5C-D. STD. DWG. NO 2- D 88 � �• CONST. 31.47 L.F 30 R.C.P Q 4, � CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. „ SEE SHEET 3 FOR PROFILE I CASE "B'' SEE SHEET 5 FOR DETAILS " 13 CONSTRUCT 24 R. C. P. STORM DRAIN ST.STA. II4-82.22 CL. C.B. NO.3 PER L.A.CFC.D. �,, 0 40 80 120 160 TRANSITION TO 8 C. F.) 14" STD. DWG. NO. 2- D 163, W = 21 , V= 6.5 LATERAL D 04N 350 32'05 W ; NO. ROE 40982 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL CONSTRUCT CATCH BASIN NO. 3 PER L. A. C. F. C. D. W/ LOCAL DEPRASSION PER,, L.A.C.F.C.D. - lu 5 PER CITY OF FON'iANA STANDARD DETAIL 104. 14 DWG. N0. 2 - D 163 ST D. DWG. NO. 2- D 8 8 CASE B " CONST. 17.3 3 L. F 24"R. C. P EXP. � -31. 91 GRAPHIC SCALE SEE SHEET 5 FOR DETAILS SEE SHEET 3 FOR PROFILE CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH 15 CONSTRUCT C. D N0. 1 PER L. A. C. F. C. D. �!'�'1i� AND LOCATION PER PLAN. (EXC. DWY' S) DWG. NO. 2 - D 160 I ��' I I 1C OF 0 L ADJUST MANHOLE COVERS TO GRADE PER CITY OF 16 CONSTRUCT T.S.-No.3 (MODI-FY FOR 2 INLETS) FONTANA STANDARD DETAIL 109 L. A.C•F.C.D. DWG. NO. 2 - D 188 ``�GCITY OF FONTANA CALIFORNIA CONSTRUCT RAMPED CURB RETURN PER CITY OF � Musser Engineering COnSU�tClntS Inc. � g�•---. 17 CONSTRUCT 18 .P. R.SSTORM DRAIN FONTANA STANDARD DETAIL 104 A. IS CONSTRUCT M.H.Na2 PER L.A.C.FC.D. DWG.N0.2-D 184 BENCH MARK d� 2698 MATARO STREET (818) 568-2465 PUBLIC WORKS DEPARTMENT C9>__ CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF PASADENA, CALIFORNIA 91107 FONTANA STD. DET. 102 19 CONSTRUCT 30" R. C.P STORM DRAIN R. R. SPIKE ON PP 674320 c Drawn by . Scale, „ _ , � # Approved PH SOUTHRIDGE VILLAGE 1 40 22 CONSTRUCT CATCH BASIN No. 2 PER AT THE INTERSECTION OF JURUPA PP TRACTS 14243-1 AND 14243-2 L,A.C.FC.D. DWG. NO. 2-D162 20 CONSTRUCT CONC. COLLAR PER L.A.C.F.CD.DWG N0. AVENUE AND MULBERRY AVENUE /Z�G�F3 Designed by: Date 2- D 393 GEORGE MUSSER R.C.E. 40982 Date ZK ON ELEV. ,918. 40 STREET IMPROVEMENT PLANS 12-•6-a9 92° 24' 34" 22.50' 36.29' 23.47 IF 24" S.D. CURVf &CONST DROP INLET 24" DIA. EXPIRATION DATE: 3/31/91 Checked b ii;xe0 { Dw . No. 4 M❑ 2°24'34" 766.00' 32.21' 16.11' q ?4" S.D. CURVE EV, DATE ENG, DESCRIPTION DAA �aP , , �,�� Approved '/�� I ggg APP. P CITY ENGINEER R.C.E. 25126 lL, W