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Home My WebLink About3514-13DOBBS PEAK LANE GA l c"H 5H.1)IIV z CURVE SEE SHT. 3 LOCAL DEPRESSION DETAIL (CASE A) ' P.U.E. & SIDEWALK -1 f PROP R/W EASEMENT 79.22'51 " �5' I -P. U. E. & SIDEWALK EASEMENT 1 "=10' .S LLQ PROP R/W 25.00 U� � O UcOp m C3 Q O_ 105.50 ' 26 26' 0� 15.23 m U 16'2544 " 105.50 30.25 15.23 C5 72 6 20, 38.00 rn ,�� 3 r\ 128.87 °+° 90'00'00" QW 39.27 L� C7 90'00'00" 25.00 39.27 coLrl QL.� 90'00'00" 25.00 39.27 25.00 C9 90'00'00" 25.00 39.27 25.00 79 a ° S 18' ? 6 o al�ti N V. JN 10+00.00 cl CLEG HORN CT j =15+25.12 cl DOBBS PEAK LN X5.5 20' 0 5.5' 1111 11 �� 1 O� 5' PROP R/W � 5' P.U.E. AND LINE TABLE LINE BEARING LENGTH L1 N16'17'18"W 50.00 L2 N 1634'09 "E 50.00 -zi3 0) 70 Iz H=4" H1=0.16' CATCH BASIN LOCAL DEPRESSION DETAIL (CASE B) 1'-- 10, L0 PROP. 8" SEWED N DO' 2 8" WATER-. , CURVE TABLE ti z CURVE DELTA RADIUS LENGTH TANGENT C1 79.22'51 " 25.00 34.64 20.75 C2 90'25'50" 25.00 39.46 25.19 C3 16'2544" 105.50 30.25 15.23 C4 16'2544 " 105.50 30.25 15.23 C5 212.51 '27" 38.00 141.17 128.87 C6 90'00'00" 25.00 39.27 25.00 C7 90'00'00" 25.00 39.27 25.00 C8 90'00'00" 25.00 39.27 25.00 C9 90'00'00" 25.00 39.27 25.00 L0 PROP. 8" SEWED N DO' 2 8" WATER-. , TOLL FREE '40MI-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET 40 80 120 160 /��J�S::CALE- " = 40' lJ+ U ^ O Q kz mto O "o vs N � '+J 1�6 W &7 _e I 330 3W -X sr.. t cl DWY RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH z o HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS 0 -TM �' 6 A RESULT THEREOF =0 3��3% `O W �' m 2 U 4-A0L .. U i PROP R/W v Z rn� ci o 80 C5� L� �It 80 5Foo coo R, \C.rJIr �'�\�6Q 26' 25' CONSTRUCTION NOTES ---� I zo' 20' S 00 �A l)-- CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED 5 I PROP R/ 1 I 5' NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32). P.U.E. AND SIDEWALK I -~ P.U.E.TD SIDEWALK O CONSTRUCT 6" CF PCC CURB &GUTTER PER CITY STD PLAN NO 1003 EASEMENT (.H l b C7 0f -I J //V LOCAL DEPRESSION DETAIL (CASE 8 1"=1D' SNOWY PEAK LANE SEE SHT. 6 J o 1 a 1 1 iii iii ill M RECORD L� 2 4 ;1 THESE RECORD DRAWINGS HAVE BEEN PRFPAR;r, , IN PART, ON THE BASIS OF INFORMATION COMPILED #XD FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE cl JAYME WAY11 2 1OWY PEAK LN BUCK POINT ti z J SEE SH T. 7 Q2 w ^ 5.� Z 2' 3 TRA C T No. cI: 1l c1 5 Ift coq TRA C T No. -� 16427-3 TOLL FREE '40MI-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET 40 80 120 160 /��J�S::CALE- " = 40' lJ+ U ^ O Q kz mto O "o vs N � '+J 1�6 W &7 _e I 330 3W -X sr.. t cl DWY RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH z o HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS 0 -TM �' 6 A RESULT THEREOF =0 3��3% `O W �' m 2 U 4-A0L .. U i PROP R/W v Z rn� ci o 80 C5� L� �It 80 5Foo coo R, \C.rJIr �'�\�6Q 26' 25' CONSTRUCTION NOTES ---� I zo' 20' S 00 �A l)-- CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED 5 I PROP R/ 1 I 5' NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32). P.U.E. AND SIDEWALK I -~ P.U.E.TD SIDEWALK O CONSTRUCT 6" CF PCC CURB &GUTTER PER CITY STD PLAN NO 1003 EASEMENT (.H l b C7 0f -I J //V LOCAL DEPRESSION DETAIL (CASE 8 1"=1D' SNOWY PEAK LANE SEE SHT. 6 J o 1 a 1 1 iii iii ill M RECORD L� 2 4 ;1 THESE RECORD DRAWINGS HAVE BEEN PRFPAR;r, , IN PART, ON THE BASIS OF INFORMATION COMPILED #XD FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE cl JAYME WAY11 2 1OWY PEAK LN L'N PROP. 8- 07 " BUCK POINT LANE z J SEE SH T. 7 EWER- `o�' _._._ 5.� Z 2' 3 TRA C T No. P.U.E. AND SIDEWALKI PROP R/W 5 CASE B. EASEMENT � -� I SIDEWALK 16427 GRADE PER CITY =11+5750 cl BUCK POG I STD. NOS. 109 & 130. 2 EASEMENT Q 10 - - 4 ' BASIS OF BEARINGS: INSTALL STREET NAME SIGN PER CITY STD. N0. 139. W rnm W 9 0�lIl CALTRANS BENCHMARK 8-17. A THE BASIS OF BEARINGS FOR THIS MAP PROP R/W 14 5 6 o o o ^0 23' 2 OF SURVB. EYjMAP IN 16O 79 a ° S 18' ? 6 o al�ti N V. F1 FVATInN• 1428.609 26' j X5.5 20' 0 5.5' L'N PROP. 8- 07 " �® CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN N0. 1015. JA 0 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 z J 15 EWER- `o�' _._._ Z 2' 3 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 AND DETAIL W CASE B. 12+77.00 cl JAYMI ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY =11+5750 cl BUCK POG TER -\w STD. NOS. 109 & 130. 2 10 - - BENCH MARK: 18-17 BASIS OF BEARINGS: INSTALL STREET NAME SIGN PER CITY STD. N0. 139. W 9 0�lIl CALTRANS BENCHMARK 8-17. A THE BASIS OF BEARINGS FOR THIS MAP m -00 (MOG)-HPS-120IJ4J BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER IS THE CL OF LYT4E CREEK RD. SHOWN AS N00'12 35 E ON RECORD K14 -PR -HSS -TSS -SCE (HEIGHT=14.5) 0Q CL OF SURVB. EYjMAP IN 16O 79 a ° S PROP R/W ? o F1 FVATInN• 1428.609 26' j X5.5 20' 0 5.5' 1111 1 O� 5' PROP R/W � 5' P.U.E. AND SIDEWALK P.U.E. AND SIDEWALK EASEMENT EASEMENT �® CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN N0. 1015. JA 0 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 "W" PER PLAN. CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 AND DETAIL HEREON. CASE B. ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. 10 BENCH MARK: 18-17 BASIS OF BEARINGS: INSTALL STREET NAME SIGN PER CITY STD. N0. 139. CALTRANS BENCHMARK 8-17. A THE BASIS OF BEARINGS FOR THIS MAP 11 INSTALL STREET LIGHT, KING LUMINAIRE # K118E-EAR-11-100 (MOG)-HPS-120IJ4J BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER IS THE CL OF LYT4E CREEK RD. SHOWN AS N00'12 35 E ON RECORD K14 -PR -HSS -TSS -SCE (HEIGHT=14.5) SQA F RDH 2ND M2 41 WEST OF SURVB. EYjMAP IN SAN 10ILED OF SIERRA AVE. F1 FVATInN• 1428.609 REV. REVISION DESCRIPTION DATE I 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 )",CO,DDWa.PVKMll=r1W7-3OVVYL d6 TO BRING THEM INTO CONFORMANCE WITH 2 (SEC_. b\&[(-, 1-891 TRACT 110LU-1 ONLY4itlem wt -i 02 tilrlotp CONDITIONS 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 LOCAL DEPRESSION DETAIL CASE B) 1"-- 10' O CITY OF FONTANA, CALIFORNIA PRI VA TE S TREE T IMPRO VEMEN T PL A NS DRAWN BY: TRACT NO. 16427 & 16427-3 SCALE: MA sc CLEG HO COURT & As SHOWN DESIGNED BY: DATE: EF JA EWA Y AUGUST 2003 CHECKED _ APP D�_=� -11e? DRAWING NO.: yi� 3514 GB C ENGINEER R.C.E. 51152 DATE J:\126-1769\Streets\ST13.dwa. 02/18/2004 01:01:58 PM. DM