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HomeMy WebLinkAbout3578-426 25 �r gNpRY TR� 1545 TC - - a a 15450 -- L 1545 TC ' L/2=70.56 =30.61 50.00 _ TC OF NORTH CURB T Q.C. TANGENT O.C. _ - GROUND EX. EL - --- -- - - - _\ AT NORTH.. R W Lr1C%4 Or> •, __ 00 - _ d p - , W o L6 + - - _ + h o 0.50% - - - - ,- - Lr) -t- - - - LU - i to - ` ► of ,�^ o - - $42 Lo LO _. ' -i - f_ �- c� ca 2 24% - 50 VC Lo tc)Ci m_ PVI EL: 552.20 _ O: 60w m ^ -- - - - - - -- -- -- _ �- -- _ EX. GROUND AT CL PVI EL: ' 1552.81 - -_ 40 VC T g - - -- - 45 TRANSITION \11+42.00 CL C816 - o -- - -- - _- ---- - - e 1549.02 TC- FS AT CL \ o er -- - - t FROG -54 TO 50 -. - -_ - -- - - -} ST. SECTION - - + -- - --- - - PVI EL= 1548.E - - - _ to (Zi Lo -4 Ljjlcl� TC=1552.80 _.4__ __.- _ - -- + i ,., � '� � � _ i __ ��=; i EP=1552.44 - -- -- :__ �� W -t- � ;--_. . p Z • . °+° of � � _ __ , LO- -- u�56' EX. EX. GROUND _.._ .. ..-. - _ ` L=30.61 50. �0= AT SOLAH- R/W Q. C. TAN - T - - _._.._. -- _- +- -..\- -- -��-_ CROWN = �- -� e �..: .,,. L 39.27 O.C. ^ - -- -TRANSITION 1 .28-45.04' o-- L/4 L/40.C. Lf4 v w O. C.RAE ot -- c� 4 L14 -- - _ C%4U �, U / 4- + h m h 0.50% - -- - -- - -- - - W ~ LO 06 2.42%50 VCS- TR=1.00% -- - - - d24% PVf E . 552.20 2 --- - - - --- - •� -- - _- _ - - ^ TC OF SOUTH CURB Q..SD% - -- - - P E�OFI. L E - --- TR 2.30% - TR -2.30% LJ PAL l l \ A ! WA/ - - - = 10+00 TRANSIT/ N FROM 54 50 GLEN ABBEY PL1ST. SECTON o SEE SHEET 2 17 10 11 �T (7' IJ55r JJ�2 ' I III II I t I to vlu O 28 �i 27 m�, QQ L6 26 25 17 7 15z O O O_ OLd N moo° o No � oo � rood �- SCALE IN FEET 0 40 80 120 17 24 17 �23 PROP. R/W 0 0 3 n m 22 N _ \ CL. DWY. W=16' 17 TYP. L4 q -4.4U 25.04' C6 59 PROP. WA ER �,� Ln �1. C 13+30.40 4 5 ' 73+00 2 RAD. PN OL. \ ��\ 7b__ 00 �9 s !!, l I +00 Ckg'F _ - 7 OOp _ I , -» GG 2RA CL. DWY. .- \ 89 4724" EAG - 2' �z9 ,gT O�c� N 4 9 4 X24 E 5� QST L T 15 W=16 L STREET �� 045 'r, ,N 15 4 & `�� �' N Cst �j1 �G PROP. SEWER 12 / 2 % G� \ 5 � �� = 2 � 6 N \ \ O Lr) P _ - 9�� z j G / a + 9 xOp�oOG o m o� 6+ J_mol rl A �4 gyp• ^ � `, iII � I 27 27 � � �oX PROP. R/W 5 3 + Q m ' v r17 114 18 2 tj LINE TABLE TABLE VERT 1' = 4' 11+00 12+00 13+00 PLAN 1 "= 40' TRANSIT/ N FROM 54 50 GLEN ABBEY PL1ST. SECTON o SEE SHEET 2 17 10 11 �T (7' IJ55r JJ�2 ' I III II I t I to vlu O 28 �i 27 m�, QQ L6 26 25 17 7 15z O O O_ OLd N moo° o No � oo � rood �- SCALE IN FEET 0 40 80 120 17 24 17 �23 PROP. R/W 0 0 3 n m 22 N _ \ CL. DWY. W=16' 17 TYP. L4 q -4.4U 25.04' C6 59 PROP. WA ER �,� Ln �1. C 13+30.40 4 5 ' 73+00 2 RAD. PN OL. \ ��\ 7b__ 00 �9 s !!, l I +00 Ckg'F _ - 7 OOp _ I , -» GG 2RA CL. DWY. .- \ 89 4724" EAG - 2' �z9 ,gT O�c� N 4 9 4 X24 E 5� QST L T 15 W=16 L STREET �� 045 'r, ,N 15 4 & `�� �' N Cst �j1 �G PROP. SEWER 12 / 2 % G� \ 5 � �� = 2 � 6 N \ \ O Lr) P _ - 9�� z j G / a + 9 xOp�oOG o m o� 6+ J_mol rl A �4 gyp• ^ � `, iII � I 27 27 � � �oX PROP. R/W 5 3 + Q m ' v r17 114 18 2 tj 17 ROYAL TROON LANE SEE HEREON AT RIGHT BALTRA Y WAY TOLL FREE -qwmmw-1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LINE TABLE TABLE LINE BEARING LENGTH Ll N79'30'50 "E 41.04 L2 N89°4724 "E 10.28 L3 S73'49' 14 "E 50.00 L4 N73°24'02 "E 50.00 17 ROYAL TROON LANE SEE HEREON AT RIGHT BALTRA Y WAY TOLL FREE -qwmmw-1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CURVE TABLE t9 CURVE DELTA RADIUS LENGTH TANGENT C1 10'1 6J4 " 107.00 19.19 9.62 C2 90,00'00" 25.00 39.27 25.00 C3 90°00'00" 25.00 39.27 25.00 C4 16'2324 " 107.00 30.61 15.41 C5 212"4643" 38.00 141.12 129.20 C6 16°2324" 107.00 30.61 15.41 C7 90'00'00" 25.00 39.27 25.00 C8 90,00'00" 25.00 39.27 25.00 C9 90'00'00" 35.00 54.98 35.00 CIO 90°00'00" 55.00 86.39 55.00 Cil 110'33'08" 1 60.00 115.77 1 86.57 17 ROYAL TROON LANE SEE HEREON AT RIGHT BALTRA Y WAY TOLL FREE -qwmmw-1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION R K0 RD DRMN1 NGS REV. S1W FROM 5' TO 6' WIDE �•Al DATE I ENGR. I CITY I DATE �7 ■ _L L3� 2� 0. G - -t - --- _L/4 L/4 L/4 L/4 VC --- - _ -: PART 100 -- - _ \-z_ v _. ROUND PVI 36 - - --- . . -- -- - = P 80 VC N ., ` .,. try p o �'VI �L 1541.94 oo �` TR= -0.502 ==7-_ - - _ L=39.27' O.C. i �. C =9.82 °o o - - = -- - -. _ - -- L 4 L 4 L/4 0/ o L14 /4 _ '„ - - z = - - TR=2.30q - z Q - - �_ v v + +' O ~ '� o Mi TC OF WEST CURB o f. - = - o ao sv + `� o - - --- -- - 6°l VC m100, . 5 ,� c� _.> + <r - -PV1 EL=1547.52 Q - _ v o Q_ - -- - o vim- --rt -- -- - EX. GROUND- AT CL ta10%_ _ :_ � _ TR=1.00% -._ ; _ ,__ ._: - ,, o Q - �_ - -- + -- - -- ,, •80 2• 0Oq, q - - 1541.47 TC - PVI EL ops 50 VC =- / o ^ op co - z -- 3 �i op U - _o PVI EL=1541.30 0rn - - - - - = - _,_ 0 0 0 ® CO� o' ^ " TR=2.30% ^ - - -- ----F- rn � o _ - -- - - _-PART 100' VC- ---- - - --- - °p � � PVI EL -1547.51 - _ EX. GROUND oo 5.3 _ - AT EAST R/W - - o TR =2 .24% .50% TR TR11. <r v L P $Q_ VC N +�, _ - N --_ -r T= -- - -- 50 = VC L S 1.94 a o r� .,`^ �u d . - . a - - ; L/4 L/4 L/4 L�4 - - + v -- - -QQrn v N . sr - TR 2 JOY. -/o - ,� ca v-_ - ao V m - - _ - I-� + - -- -- _.-_._ �- -_. - - - + -- - N L/4 L/4 L/4 L/4 m = - =39.27 0. G. \= CLC TC OF EAST GURB� L/4=9.82 - TR=3.0 , -- - TR 1. 007. Ro YA L TR LAME =1541. - 10+00 11+00 12+00 13+00 1 CONSTRUCTION NOTES O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 951-.1 COMPACTED NA TI VE MA TERIAL (SEE GENERAL NOTES 31 & 32) SCALE: 1» =40' O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 LUDLOW LANE BA I TRA Y WA Y OO CONSTRUCT CURB RETURN ACCESS RAMP PER CI TY STD. PLAN NO. 1006. SEE SHEET 5 SEE HEREON AT LEFT O9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 I 28 10 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, 18 10 11 TR. BNDRY. � 1`►� I CASE PER SHT. 7 Io 14 Ir?r4 7' �J>j JJ� I I + I 11 CONSTRUCT CURB OPENING CATCH BASIN PER A. P. W. A. STD. PLAN 6 + O 5 00 0+ , 4' l o 4 O ^ 'o 300-2 "W" PER PLAN TR. BNDRY. 27 Amo ©'� Ln 27 € 27 I 12 ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109 mv � 9 ^ PROP. R/W � N I 27 1� ADJUST VALVE TO GRADE PER CITY STD. 130 II \ ---- +-- --- --- �5 11 10+02.00 ROYAL TROON LN. c� =11+56.96 LUDLOW LN. - 14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 I -� I ' � G2 0• I STREET N o 4 PROP. SEWS �N� 6 I G1 d, 15 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. 10+00.00 ROYAL TROON LN. I I 2 '072J6"�1 26 PLAN NO. 1016 (SCE #7) z- ^ N W - �1 =11+56.96 LUDLOW LN. I 0 +00 77+00 co- +00 1 +55.45 BALIRA Y WAY CONST. 16' DRIVEWAY PER CITY STD. PLAN NO. 1005 I I ^PROP.30 "SD i� O PROP. WATER --_",4 �� W I =12+84.00 ROYAL » F ! 6 I NS 18 INSTALL R1 STOP SIGN W LIMIT & STOP LEGEND _6 7 I \ N I TROON LANE o PER CITY STD. PLAN NO. 139 - ��C1 � 55.45 BAL TRA Y WA Y - 12+82.00 ROYAL 9 - p- - - -W I TROON LANE �, ao ROP. R/W �G /o Lf)N- a + to I I 8 � rev 16 15 17 /4 18 N� 25 25 25 Ii Cp O C� ^ `, ^ y 7'_ I I 25 2 I 10 11 rr�rl rr �J�� I __ _ LUDLOW LANE BALTRA Y WAY SEE SHEET 5 SEE HEREON A T LEFT RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF WIFORMATION COMPILED AND FURNISHED BY OTHER6. THE ENQINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RBBULT THEREOF. ROYAL TROON LANE THE BEARING OF N00' 12'36 E ALONG RAILROAD SPIKE AT INTERSECTION THE CENTERLINE OF CATAWBA AVENUE RA RA CITRUS AVE. AND LOS INTERSECTION CEDOS AS SHOWN ON RECORD OF SURVEY, AVE., IN POWER POLE N0. 9011E FILED IN BOOK 103, PAGES 1 AND 2, ON THE EAST SIDE OF CITRUS AVE. OF RECORDS OF SURVEY WAS USED AS THE BASIS OF BEARINGS FOR THIS C'/ FVe rinw• 1467.59 IMAP. SHOULD CONSTRUCTION OF THE REQUIRED ROFESSiO IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS 6e Jesus, OF THE DATE OF APPROVAL SHOWN HEREON AND qj CARRIED FORTH IN A DILIGENT MANNER, THE CITY � o No. 65195 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TOS 9 Exp: -30-05 BRING THEM INTO CONFORMANCE WITH CONDITIONS ��'F F/Vk\, AND STANDARDS IN EFFECT. Prepared Under The Supervision Of PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 RCE 65195 Date : .3-2- EXP. _2EXP. 9-30-05 NO TE. DRIVEWAY L OCA TIONS SHOWN ARE APPROXIMATE. FINAL DRIVEWAY LOCATIONS SHOULD BE TAKEN FROM THE PRECISE GRADING PLAN �' CITY OF FONTANA, CALIFORNIA S TREE T IMPROVEMENT PLANS DRAWN BY: SCALE: cc TRACT 16539, 16539-1 & 16539-2 AS SHOWN DESIGNED BY: BALT&4 ESIGNEBY:BALT&A Y WAY & ROYAL TROON LANE DA MARCH 2O04 *EID BY: APPROVED BY: `D DRAWING NO.: 4 _ 6 MIG/LP CI ENGINEER R.C.E. 511 DATE 3578 i1 J:\826-1739\streets\stO4.dwg, 03/26/2004 11:59:58 AM, cc t9 PROP. R/W W 1 0 0�z m 17 20 U� 18 19 17 REV. I REVISION DESCRIPTION R K0 RD DRMN1 NGS REV. S1W FROM 5' TO 6' WIDE �•Al DATE I ENGR. I CITY I DATE �7 ■ _L L3� 2� 0. G - -t - --- _L/4 L/4 L/4 L/4 VC --- - _ -: PART 100 -- - _ \-z_ v _. ROUND PVI 36 - - --- . . -- -- - = P 80 VC N ., ` .,. try p o �'VI �L 1541.94 oo �` TR= -0.502 ==7-_ - - _ L=39.27' O.C. i �. C =9.82 °o o - - = -- - -. _ - -- L 4 L 4 L/4 0/ o L14 /4 _ '„ - - z = - - TR=2.30q - z Q - - �_ v v + +' O ~ '� o Mi TC OF WEST CURB o f. - = - o ao sv + `� o - - --- -- - 6°l VC m100, . 5 ,� c� _.> + <r - -PV1 EL=1547.52 Q - _ v o Q_ - -- - o vim- --rt -- -- - EX. GROUND- AT CL ta10%_ _ :_ � _ TR=1.00% -._ ; _ ,__ ._: - ,, o Q - �_ - -- + -- - -- ,, •80 2• 0Oq, q - - 1541.47 TC - PVI EL ops 50 VC =- / o ^ op co - z -- 3 �i op U - _o PVI EL=1541.30 0rn - - - - - = - _,_ 0 0 0 ® CO� o' ^ " TR=2.30% ^ - - -- ----F- rn � o _ - -- - - _-PART 100' VC- ---- - - --- - °p � � PVI EL -1547.51 - _ EX. GROUND oo 5.3 _ - AT EAST R/W - - o TR =2 .24% .50% TR TR11. <r v L P $Q_ VC N +�, _ - N --_ -r T= -- - -- 50 = VC L S 1.94 a o r� .,`^ �u d . - . a - - ; L/4 L/4 L/4 L�4 - - + v -- - -QQrn v N . sr - TR 2 JOY. -/o - ,� ca v-_ - ao V m - - _ - I-� + - -- -- _.-_._ �- -_. - - - + -- - N L/4 L/4 L/4 L/4 m = - =39.27 0. G. \= CLC TC OF EAST GURB� L/4=9.82 - TR=3.0 , -- - TR 1. 007. Ro YA L TR LAME =1541. - 10+00 11+00 12+00 13+00 1 CONSTRUCTION NOTES O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 951-.1 COMPACTED NA TI VE MA TERIAL (SEE GENERAL NOTES 31 & 32) SCALE: 1» =40' O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 LUDLOW LANE BA I TRA Y WA Y OO CONSTRUCT CURB RETURN ACCESS RAMP PER CI TY STD. PLAN NO. 1006. SEE SHEET 5 SEE HEREON AT LEFT O9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 I 28 10 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, 18 10 11 TR. BNDRY. � 1`►� I CASE PER SHT. 7 Io 14 Ir?r4 7' �J>j JJ� I I + I 11 CONSTRUCT CURB OPENING CATCH BASIN PER A. P. W. A. STD. PLAN 6 + O 5 00 0+ , 4' l o 4 O ^ 'o 300-2 "W" PER PLAN TR. BNDRY. 27 Amo ©'� Ln 27 € 27 I 12 ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109 mv � 9 ^ PROP. R/W � N I 27 1� ADJUST VALVE TO GRADE PER CITY STD. 130 II \ ---- +-- --- --- �5 11 10+02.00 ROYAL TROON LN. c� =11+56.96 LUDLOW LN. - 14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 I -� I ' � G2 0• I STREET N o 4 PROP. SEWS �N� 6 I G1 d, 15 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. 10+00.00 ROYAL TROON LN. I I 2 '072J6"�1 26 PLAN NO. 1016 (SCE #7) z- ^ N W - �1 =11+56.96 LUDLOW LN. I 0 +00 77+00 co- +00 1 +55.45 BALIRA Y WAY CONST. 16' DRIVEWAY PER CITY STD. PLAN NO. 1005 I I ^PROP.30 "SD i� O PROP. WATER --_",4 �� W I =12+84.00 ROYAL » F ! 6 I NS 18 INSTALL R1 STOP SIGN W LIMIT & STOP LEGEND _6 7 I \ N I TROON LANE o PER CITY STD. PLAN NO. 139 - ��C1 � 55.45 BAL TRA Y WA Y - 12+82.00 ROYAL 9 - p- - - -W I TROON LANE �, ao ROP. R/W �G /o Lf)N- a + to I I 8 � rev 16 15 17 /4 18 N� 25 25 25 Ii Cp O C� ^ `, ^ y 7'_ I I 25 2 I 10 11 rr�rl rr �J�� I __ _ LUDLOW LANE BALTRA Y WAY SEE SHEET 5 SEE HEREON A T LEFT RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF WIFORMATION COMPILED AND FURNISHED BY OTHER6. THE ENQINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RBBULT THEREOF. ROYAL TROON LANE THE BEARING OF N00' 12'36 E ALONG RAILROAD SPIKE AT INTERSECTION THE CENTERLINE OF CATAWBA AVENUE RA RA CITRUS AVE. AND LOS INTERSECTION CEDOS AS SHOWN ON RECORD OF SURVEY, AVE., IN POWER POLE N0. 9011E FILED IN BOOK 103, PAGES 1 AND 2, ON THE EAST SIDE OF CITRUS AVE. OF RECORDS OF SURVEY WAS USED AS THE BASIS OF BEARINGS FOR THIS C'/ FVe rinw• 1467.59 IMAP. SHOULD CONSTRUCTION OF THE REQUIRED ROFESSiO IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS 6e Jesus, OF THE DATE OF APPROVAL SHOWN HEREON AND qj CARRIED FORTH IN A DILIGENT MANNER, THE CITY � o No. 65195 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TOS 9 Exp: -30-05 BRING THEM INTO CONFORMANCE WITH CONDITIONS ��'F F/Vk\, AND STANDARDS IN EFFECT. Prepared Under The Supervision Of PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 RCE 65195 Date : .3-2- EXP. _2EXP. 9-30-05 NO TE. DRIVEWAY L OCA TIONS SHOWN ARE APPROXIMATE. FINAL DRIVEWAY LOCATIONS SHOULD BE TAKEN FROM THE PRECISE GRADING PLAN �' CITY OF FONTANA, CALIFORNIA S TREE T IMPROVEMENT PLANS DRAWN BY: SCALE: cc TRACT 16539, 16539-1 & 16539-2 AS SHOWN DESIGNED BY: BALT&4 ESIGNEBY:BALT&A Y WAY & ROYAL TROON LANE DA MARCH 2O04 *EID BY: APPROVED BY: `D DRAWING NO.: 4 _ 6 MIG/LP CI ENGINEER R.C.E. 511 DATE 3578 i1 J:\826-1739\streets\stO4.dwg, 03/26/2004 11:59:58 AM, cc