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Home My WebLink About3578-6- - - - AT NORTH R/W L 54.98 O.C.. - -- - - - -_ '- -'- - _. -- -� -- = a:: L/4=13.75' �= -: TC OF NORTH CURB - - �- L-5250 O.C. 7 �-- =� - ►�.(/� _ - - - - - - - L -4-13.13 - ---- J �-Alic L14 L14 L4 1) K o� U -- - - r Q --- - Z X V , -- - -, . - �- - __ - --��- _�� • 3290'.... 10+77 CL CB 3 _- - -- -- - - - -- - - 1539.431. 009` - TG -- -- - -- -- - � LLI A 7 EX. GROUND AT CL�- Q - - vFS A T CL- _ W CC. _ Q � LL Zo- -_ �_ - d \ p ca p Q_ o_ s3 n h 15 �OFS m - - r � A A -- -- --,-ter- - -- - ,- __ -- - 00 ' L-54.98O.C. _ € :=BUND _. -- _ -- - - -- - L/4=13.75 - - A - &TH R/ff- - _- 4 L4 t 1.14 _ __ QUI-CURB._-M_ _= - - L 'y - - L-5250' O.C. - - �n - - -- co L 4-13.13 =- 00 -W v -- ------ L/4 L/4 L/4 L/4 - CZ, JZ __ _ _-- - rn u0tr - --'--._.. �� -=- cal. -- - -- - - -- _ -- r A ,^ 10+00 A1NSDALE-.=--'WA Y,- 11+00 12+00 CA TA WBA A VE. PER DWG. #3581 LYTHAM LANE SHEET 2 SEE HEREON A T RIGHT R E/ x. w I F?,l r r 1653J I I36, 39, I�� 19 ��^ 24CD �� I N O SIGHT LINE ^ vo o; m 66( 1 19 FOR 45 MPH quo v J v^ i t r� m o PROP. R/W ";t: W 5 � P . U.E. + ; 6 PROP. SD Q 5 C2 C4 31 FL 13 PROP WAITER X126" T_ I �_�� F �� 111+77.00 AINSDALE_WAY W 10+00.00 AINSDALE Y 9 g N 0 1 �} 9Q °mac 4 0 1 ° + F =11 +36.00 L YTHA LANE =16+55.33 CA TA WBA VE. _00 00 - � - ( F q.1• 40.6A,-` 06 N 8947"24" E �G 2 8 } 9 N FS � 21 6 X9'9• 'S1" 6• � N�g 95 C1 C3 N ^ rN z 6 0 k-.: PROP. R/W N \ ��G r Ln \ 9 m \ 6 qqF 14 Lr) v 18 18 CA TA WBA A VE. L YTHAM LANE PER D WG. 13581 SEE HEREON A T RIGHT SHEET 2 AINSDALE WAY LINE TABLE LINE BEARING LENGTH L 1 N 10'03'58 "E 41.76 L2 N 10'29' 10 "W 34.29 TOLL FREE -qmmw-1-800-227-2600 A, PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT - Ei --- � -�_----�_- --- -- --- -�-_ EX. GROUND ---rt= �_-- --- - - - --- - _ _ -.._, .__ a. _ �- - V4 L14 L14 L14 - AT WEST R/W _ - -- --�- - - -- --- -- --- - _ _ _ -- -- L=115.77 --�- � �--- 34.29 - _� _ x:13 TANGENTL 4=2f_ - h - - t- _ t- __ L_ 4 L 4 - L 4 - U L 4 v _ -� - L 110.80' O.G. / L 4 / 4 / Z _- - - - -- 41.76 L 5r 50. --D. C. / L14=27.70 -- TANGENT L 1.13 c�� - _ ,-- ~' ~ rn ► Z - U - -_ ---- -- - - _ L�4 L14 L/4 L/4 �_. �u v v - / N - ►� c� �r W - 'r -_- / _ mcg h _ Q �u c� -r- -- -€- - � -�--,--�----� h T � - - _ �- _ _ �-_� � � -!`� - �, -- �- _� -- �•- � 1.39% --- - - 2 T 50 0 _ -- - -- _ _ - r ^ 2% 0.8 _ : � .__.�_.__.m.k.__ _._ .._ ..CURB o.82 p -_�- 0.82% - - 0 0 -- - -- .50q 0.57 w E J Y - -�- - -- - - -- - - -- ---= - - . __ _ . - - - - -•- ,- - , °- - - �* --- __- L 0806. 1) _- - - - AT CL - i - _ _ - - - - --- - - FS T C --- - _ ----f--. --- - - _ -- -- _ -- _. 4- L=78.5 _CROWN LINE -� C7 -�--�-x--- -- �- -}- L14 19.64 -�-- -� --� � 03 � '.� - :+_ - -=- c� L/4 L/4 L/4 L/4 c�_ 2 cal-- . ►"7 .� --- -- - - ----- -- - - - - - -- _ _. o - - -- - - - - - -- - - -- - - - -- - - -_.- - �- -- 1- _ -- -- --- -. ----= - - - - _ - -- - -t- -- - - - - 0.97% --} 1.07% 0.8 - ----- -� - ----_ -- --- -- - -- - _ =54.98' _ - -�-- - - _ 0. C. -- -t-- �--�---F---{-- ----=13.75 -- �--- - 1 L14 L14 L14- �____ c __ __ AT 4- I rn rn _ L 51.11 0. C. __- -- - - -- . -- --- -- --- - -- I _ --- _ o t3 12.78' TC OF EAST CURB -�- W L 4 12.78 o o rn - -- - - - - LO - - - -- -- - - OV ` (Cr- 0% - - _ T- ^^ 1.5 -- -- - -- - - T 1.3 T -r- : e-:4 PROFILE ems_ HORIZ 1 >, 40' - - - VERT 1,'_ 4,_-_ T7 1 "= 40' 10+00 SCALE IN FEET I0 1 � To -�-� �iYTHAM LANE 11+00 12+00 13+00 � SCALE: 1 " = 40' _a AINSDALE WA Y SEE HEREON A T LEFT rr 16-63D I I v I I o 23 3 2 PROP. R W 17 1 (Ql_3 29 29 I �' 24 17 22 �ci m l 1 N 17 �i o + o f I + :,a Z3 �� 1,\A' 15 ST. L T. c m I I "� 8 � v p (z 17 �l 9 J y��IIrr Jit 9P �0 CL. DWY. UPJ _ � O 8 4 / r°0 C3 C4� 0 PROP. R/W G1 j6' 6�F5 L lgkA' )66� 6Fti L2 13.7 ' 12 ^`S S� L� 15 10+00 6 �6' y6 �II y1 �1 1 PROPSEWER ( 17 21 10+00.00 LYTHAM LN. CO 11 + 00 N07 36 W =10100.00 �R SBA Y F�L. s� LL. D 6'� o i�1 4 0 PROP. WA -TE OAFS 0`L 13 ¢ �1 17 W'=16' V•ll�o PROP. R/W h 5 CV Gb 15 150.80 11 +36.00 L YTHAM LANE G 20 PROP. R/W LF =11 +77.00 AINSDALE WAY z �` `L� o \ 18 rr?,4 r ' 1615 r J 19 + \ j 27 �' I TR. BNDRY. 8' v o; LO, I �o\ W I I � ^ m o �I zo I rr�rl rr l��J TURTLE BA Y PLACE LUDLOW LANE SEE SHEET 5 L YTHA M LANE SEE SHEET 5 ' No. 36637 r r f THESE RECORD DRAWIfM HAVE BEEN PREPARED, IN PART, ON THE BASS OF INFORW4T10N COMPILED AND PURNISHED BY OTHERS. THE ENOMIEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS RECORD DRAWINGS 106 Iq` I AND STANDARDS IN EFFECT. REV. S/W FROM 5° TO G' WIDE 11b THE BEARING OF N00.12'36 E ALONG RAILROAD SPIKE AT INTERSECTION THE CENTERLINE OF CATAWBA AVENUi OF CITRUS AVE. AND LOS CEDROS FI SHOWN ON RECORD OF SURVEY, IN BOOK 103, PAGES 1 AND 2, AVE., IN POWER POLE N0. 9011E ON THE EAST SIDE E CITRUS AVE. OF RECORDS OF SURVEY, WAS USED S THE BASIS OF BEARINGS FOR THIS ELEVATION: 1467.59 MAP. Prepared Under The Supervision Of �QR eS/L' PREPARED IN THE OFFICE OF 6" as c Fti MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 Zy No. 65195 a m RANCHO CUCAMONGA, CA 91730 o PHONE (909) 948-1311 y Exp: 9-30-05 Q C 1 V 1 �- ��\ FOFCAL\F� Date : g -Z6 p RCE 65195 EXP. 9-30-05 i CONSTRUCTION NOTES O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NA TI VE MA TERIAL (SEE GENERAL NOTES 31 & 32) O4 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 O5 CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER CITY STD. PLAN NO. 1003 O6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. O CONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY STD. 105 O9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 10 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1. CASE PER SHT 7 11 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.WA. STD. PLAN 300-2, "W" PER PLAN 12 ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109 1� ADJUST VALVE TO GRADE PER CITY STD. 130 14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 15 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7) 1� CONST. 16' DRIVEWAY PER CITY STD. PLAN NO. 1005 18 INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND PER CITY STD. PLAN NO. 139 21 INSTALL 4" PVC AND 6" PVC, SCHEDULE 40, LANDSCAPE SLEEVES NO TE: DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE. FINAL DRIVEWAY LOCATIONS SHOULD BE TAKEN FROM THE PRECISE GRADING PLAN SIERRA L A KES SPLIE CIEI C PL A N CITY OF FONTANA, CALIFORNIA S TREE T IMPROVEMENT PLANS DRAWN BY: cc CURVE TABLE DESIGNED BY: C ED BY: MJG/LP CURVE DELTA RADIUS LENGTH TANGENT Cl 90°00'00" 35.00 54.98 35.00 C2 90'00'00" 35.00 54.98 35.00 C3 100° 16'34 " 30.00 52.50 35.93 C4 100' 16'34 " 30.00 52.50 35.93 C5 110°33'08" 60.00 115.77 86.57 C6 90°00'00" 35.00 54.98 35.00 C7 105°48'08" 60.00 110.80 79.34 C8 833957" 35.00 51.11 31.33 C9 81 '50'07" 55.00 78.56 47.67 CIO 90°00'00" 55.00 86.39 55.00 TOLL FREE -qmmw-1-800-227-2600 A, PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT - Ei --- � -�_----�_- --- -- --- -�-_ EX. GROUND ---rt= �_-- --- - - - --- - _ _ -.._, .__ a. _ �- - V4 L14 L14 L14 - AT WEST R/W _ - -- --�- - - -- --- -- --- - _ _ _ -- -- L=115.77 --�- � �--- 34.29 - _� _ x:13 TANGENTL 4=2f_ - h - - t- _ t- __ L_ 4 L 4 - L 4 - U L 4 v _ -� - L 110.80' O.G. / L 4 / 4 / Z _- - - - -- 41.76 L 5r 50. --D. C. / L14=27.70 -- TANGENT L 1.13 c�� - _ ,-- ~' ~ rn ► Z - U - -_ ---- -- - - _ L�4 L14 L/4 L/4 �_. �u v v - / N - ►� c� �r W - 'r -_- / _ mcg h _ Q �u c� -r- -- -€- - � -�--,--�----� h T � - - _ �- _ _ �-_� � � -!`� - �, -- �- _� -- �•- � 1.39% --- - - 2 T 50 0 _ -- - -- _ _ - r ^ 2% 0.8 _ : � .__.�_.__.m.k.__ _._ .._ ..CURB o.82 p -_�- 0.82% - - 0 0 -- - -- .50q 0.57 w E J Y - -�- - -- - - -- - - -- ---= - - . __ _ . - - - - -•- ,- - , °- - - �* --- __- L 0806. 1) _- - - - AT CL - i - _ _ - - - - --- - - FS T C --- - _ ----f--. --- - - _ -- -- _ -- _. 4- L=78.5 _CROWN LINE -� C7 -�--�-x--- -- �- -}- L14 19.64 -�-- -� --� � 03 � '.� - :+_ - -=- c� L/4 L/4 L/4 L/4 c�_ 2 cal-- . ►"7 .� --- -- - - ----- -- - - - - - -- _ _. o - - -- - - - - - -- - - -- - - - -- - - -_.- - �- -- 1- _ -- -- --- -. ----= - - - - _ - -- - -t- -- - - - - 0.97% --} 1.07% 0.8 - ----- -� - ----_ -- --- -- - -- - _ =54.98' _ - -�-- - - _ 0. C. -- -t-- �--�---F---{-- ----=13.75 -- �--- - 1 L14 L14 L14- �____ c __ __ AT 4- I rn rn _ L 51.11 0. C. __- -- - - -- . -- --- -- --- - -- I _ --- _ o t3 12.78' TC OF EAST CURB -�- W L 4 12.78 o o rn - -- - - - - LO - - - -- -- - - OV ` (Cr- 0% - - _ T- ^^ 1.5 -- -- - -- - - T 1.3 T -r- : e-:4 PROFILE ems_ HORIZ 1 >, 40' - - - VERT 1,'_ 4,_-_ T7 1 "= 40' 10+00 SCALE IN FEET I0 1 � To -�-� �iYTHAM LANE 11+00 12+00 13+00 � SCALE: 1 " = 40' _a AINSDALE WA Y SEE HEREON A T LEFT rr 16-63D I I v I I o 23 3 2 PROP. R W 17 1 (Ql_3 29 29 I �' 24 17 22 �ci m l 1 N 17 �i o + o f I + :,a Z3 �� 1,\A' 15 ST. L T. c m I I "� 8 � v p (z 17 �l 9 J y��IIrr Jit 9P �0 CL. DWY. UPJ _ � O 8 4 / r°0 C3 C4� 0 PROP. R/W G1 j6' 6�F5 L lgkA' )66� 6Fti L2 13.7 ' 12 ^`S S� L� 15 10+00 6 �6' y6 �II y1 �1 1 PROPSEWER ( 17 21 10+00.00 LYTHAM LN. CO 11 + 00 N07 36 W =10100.00 �R SBA Y F�L. s� LL. D 6'� o i�1 4 0 PROP. WA -TE OAFS 0`L 13 ¢ �1 17 W'=16' V•ll�o PROP. R/W h 5 CV Gb 15 150.80 11 +36.00 L YTHAM LANE G 20 PROP. R/W LF =11 +77.00 AINSDALE WAY z �` `L� o \ 18 rr?,4 r ' 1615 r J 19 + \ j 27 �' I TR. BNDRY. 8' v o; LO, I �o\ W I I � ^ m o �I zo I rr�rl rr l��J TURTLE BA Y PLACE LUDLOW LANE SEE SHEET 5 L YTHA M LANE SEE SHEET 5 ' No. 36637 r r f THESE RECORD DRAWIfM HAVE BEEN PREPARED, IN PART, ON THE BASS OF INFORW4T10N COMPILED AND PURNISHED BY OTHERS. THE ENOMIEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS RECORD DRAWINGS 106 Iq` I AND STANDARDS IN EFFECT. REV. S/W FROM 5° TO G' WIDE 11b THE BEARING OF N00.12'36 E ALONG RAILROAD SPIKE AT INTERSECTION THE CENTERLINE OF CATAWBA AVENUi OF CITRUS AVE. AND LOS CEDROS FI SHOWN ON RECORD OF SURVEY, IN BOOK 103, PAGES 1 AND 2, AVE., IN POWER POLE N0. 9011E ON THE EAST SIDE E CITRUS AVE. OF RECORDS OF SURVEY, WAS USED S THE BASIS OF BEARINGS FOR THIS ELEVATION: 1467.59 MAP. Prepared Under The Supervision Of �QR eS/L' PREPARED IN THE OFFICE OF 6" as c Fti MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 Zy No. 65195 a m RANCHO CUCAMONGA, CA 91730 o PHONE (909) 948-1311 y Exp: 9-30-05 Q C 1 V 1 �- ��\ FOFCAL\F� Date : g -Z6 p RCE 65195 EXP. 9-30-05 i CONSTRUCTION NOTES O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NA TI VE MA TERIAL (SEE GENERAL NOTES 31 & 32) O4 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 O5 CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER CITY STD. PLAN NO. 1003 O6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. O CONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY STD. 105 O9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 10 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1. CASE PER SHT 7 11 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.WA. STD. PLAN 300-2, "W" PER PLAN 12 ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109 1� ADJUST VALVE TO GRADE PER CITY STD. 130 14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 15 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7) 1� CONST. 16' DRIVEWAY PER CITY STD. PLAN NO. 1005 18 INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND PER CITY STD. PLAN NO. 139 21 INSTALL 4" PVC AND 6" PVC, SCHEDULE 40, LANDSCAPE SLEEVES NO TE: DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE. FINAL DRIVEWAY LOCATIONS SHOULD BE TAKEN FROM THE PRECISE GRADING PLAN SIERRA L A KES SPLIE CIEI C PL A N CITY OF FONTANA, CALIFORNIA S TREE T IMPROVEMENT PLANS DRAWN BY: cc TRACT 16539, 16539-1 & 16539-2 A�NDALE W Y & LYTHAM LANE SCALE: AS SHOWN DA MARCH 2009 DESIGNED BY: C ED BY: MJG/LP PP VED B ,D DRAWING NO.: 3578 c V ; ITY ENGINEER R. .E. 51152 DATE JA826-1739\streets\st06.dwg, 03/26/2004 11:47:55 AM, cc