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HomeMy WebLinkAbout3158-2khl� LOCAL DEPRESSION DETAIL CB#1 SCALE: 1 "=10' ,roc. TOLL FREE `49;00-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. SCALE IN FEET 0 40 80 120 160 - � U -i o M m v LOCAL DEPRESSION DETAIL CB#2 SCALE: 1 "=10' REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE LAKI D UT OURT LOCAL DEPRESSION DETAIL C13#3 SCALE: 1 "=10' 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 AND STANDARDS IN EFFECT. BIG SEE pLACE E SHT. 5 CONSTRUCTION NOTES CURVE TABLE O CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED CURVE NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). RADIUS O CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER CITY STD. PLAN NO. 1003. 85'26'38" O3 CONSTRUCT 6"CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. ® CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 104 C2 103'01'56" MODIFIED TO 8' WIDE. 53.95 O5 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. PAR' ; '� IE BASIS OF INFORMAT". COMPILED Ai= , MGrvED BY OTHERS. THE ENGINEER WILL NOT PE © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. a 0 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 AS SHOWN, W = 16' UNLESS NOTED ON PLAN. 49'26'26" ® CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 138.11 BENCH MAW. No. 615 300-2, "W" PER PLAN. DETAIL ON SHEET NO. 9. C5 O CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1. 153.37 78.66 DETAIL ON SHEET NO. 9. HE BEARING OF N89'30'06"E ALONG 11 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY 25.00 32.05 STD. NOS. 109 & 130. HE No. LINE OF SEC. 30, T.1 N.,R.5W., S.B.M. PER R.S. 58/5, WAS USED AS 12 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE# 13 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 38.96 O14 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND C8 15 SAW CUT & REMOVE EXISTING P.C.C. CURB & GUTTER & SIDEWALK. 90.66 1 45.68 C9 17' 18'51 " 280.00 84.61 42.63 QF# C10 6'45'23" 320.00 37.74 18.89 MADOLE AND ASSOCIATES, INC. C11 708'02" 780.00 97.12 48.62 BY:MW DRAWNS.G. TRACT NToT. 16095 C12 7'08'02" 800.00 99.61 49.87 C13 7'08'02" 820.00 102.10 51.12 7 C14 90'57'13" 25.00 39.69 25.42 DESIGNED BY- OM AU S T 1100 EAST C15 89.02'47" 25.00 38.85 24.59 E.R.F. _ C16 26'15'40" 280.00 128.34 65.32 CHECKED BY: D BY: C17 26'15'40" 300.00 137.50 69.98 C18 14'55'38" 320.00 83.37 41.92 F 4i C19 86'31'48" 25.00 37.76 23.53 a C20 83'41'30" 25.00 36.52 22.39 C21 30'59'32" 710.00 384.05 196.85 ` O C22 24'50'36" 730.00 316.53 160.79 C23 25'03'34" 690.00 301.79 153.35 C24 IN69'0600"V4 9.58 ' O O CID �w J V n .E �••"�m�1�S�jlelilll'l�l� • e _ � _ • e ° e _ • • _ • • o..n�®moo � � � •- : • • e ® , s w s .• •. w - •• • EASE ® • • • •• • - • GEASEISE khl� LOCAL DEPRESSION DETAIL CB#1 SCALE: 1 "=10' ,roc. TOLL FREE `49;00-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. SCALE IN FEET 0 40 80 120 160 - � U -i o M m v LOCAL DEPRESSION DETAIL CB#2 SCALE: 1 "=10' REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE LAKI D UT OURT LOCAL DEPRESSION DETAIL C13#3 SCALE: 1 "=10' 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 AND STANDARDS IN EFFECT. BIG SEE pLACE E SHT. 5 CONSTRUCTION NOTES CURVE TABLE O CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED CURVE NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). RADIUS O CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER CITY STD. PLAN NO. 1003. 85'26'38" O3 CONSTRUCT 6"CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. ® CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 104 C2 103'01'56" MODIFIED TO 8' WIDE. 53.95 O5 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. PAR' ; '� IE BASIS OF INFORMAT". COMPILED Ai= , MGrvED BY OTHERS. THE ENGINEER WILL NOT PE © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. a 0 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 AS SHOWN, W = 16' UNLESS NOTED ON PLAN. 49'26'26" ® CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 138.11 BENCH MAW. No. 615 300-2, "W" PER PLAN. DETAIL ON SHEET NO. 9. C5 O CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1. 153.37 78.66 DETAIL ON SHEET NO. 9. HE BEARING OF N89'30'06"E ALONG 11 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY 25.00 32.05 STD. NOS. 109 & 130. HE No. LINE OF SEC. 30, T.1 N.,R.5W., S.B.M. PER R.S. 58/5, WAS USED AS 12 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE# 13 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 38.96 O14 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND C8 15 SAW CUT & REMOVE EXISTING P.C.C. CURB & GUTTER & SIDEWALK. 90.66 khl� LOCAL DEPRESSION DETAIL CB#1 SCALE: 1 "=10' ,roc. TOLL FREE `49;00-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. SCALE IN FEET 0 40 80 120 160 - � U -i o M m v LOCAL DEPRESSION DETAIL CB#2 SCALE: 1 "=10' REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE LAKI D UT OURT LOCAL DEPRESSION DETAIL C13#3 SCALE: 1 "=10' 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 AND STANDARDS IN EFFECT. BIG SEE pLACE E SHT. 5 J:\826-1171\streets\st02.dwg, 07/16/2002 04:06:54 PM, sc _ I - CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 85'26'38" 30.00 44.74 27.70 00 C2 103'01'56" 30.00 53.95 37.74 DEPRESSION DETAIL C B # 4',_ PAR' ; '� IE BASIS OF INFORMAT". COMPILED Ai= , MGrvED BY OTHERS. THE ENGINEER WILL NOT PE C3 42' 18'11 " 320.00 236.26 123.81 C4 49'26'26" 300.00 1 258.87 138.11 BENCH MAW. No. 615 C5 31'22'59" 280.00 153.37 78.66 HE BEARING OF N89'30'06"E ALONG C6 73.27' 1 1 " 25.00 32.05 18.65 HE No. LINE OF SEC. 30, T.1 N.,R.5W., S.B.M. PER R.S. 58/5, WAS USED AS C7 114* 37'41 " 25.00 50.02 38.96 SIERRA LAKES SPECIFIC PLAN C8 17' 18'51 " 300.00 90.66 1 45.68 C9 17' 18'51 " 280.00 84.61 42.63 QF# C10 6'45'23" 320.00 37.74 18.89 MADOLE AND ASSOCIATES, INC. C11 708'02" 780.00 97.12 48.62 BY:MW DRAWNS.G. TRACT NToT. 16095 C12 7'08'02" 800.00 99.61 49.87 C13 7'08'02" 820.00 102.10 51.12 7 C14 90'57'13" 25.00 39.69 25.42 DESIGNED BY- OM AU S T 1100 EAST C15 89.02'47" 25.00 38.85 24.59 E.R.F. _ C16 26'15'40" 280.00 128.34 65.32 CHECKED BY: D BY: C17 26'15'40" 300.00 137.50 69.98 C18 14'55'38" 320.00 83.37 41.92 F 4i C19 86'31'48" 25.00 37.76 23.53 a C20 83'41'30" 25.00 36.52 22.39 C21 30'59'32" 710.00 384.05 196.85 ` O C22 24'50'36" 730.00 316.53 160.79 C23 25'03'34" 690.00 301.79 153.35 C24 IN69'0600"V4 9.58 ' O O CID �w J V J:\826-1171\streets\st02.dwg, 07/16/2002 04:06:54 PM, sc _ I - L0 (0 c>RECORD m DRAWING _>_` 00 v II 3 I HEST RECORD DRAWINGS HAVE BEEN PREPARED, E LOCAL DEPRESSION DETAIL C B # 4',_ PAR' ; '� IE BASIS OF INFORMAT". COMPILED Ai= , MGrvED BY OTHERS. THE ENGINEER WILL NOT PE ,> SCALE: 1 =10 "'"'"" "! FO !MLE R ANY ERRORS OR OMIS �' sS [ EN INCORPORATED INTO THE DOCUMENTS AS BENCH MAW. No. 615 OF BEAF84M -SULT THEREOF. RAILROAD SPIKE AT INTERSECTION HE BEARING OF N89'30'06"E ALONG OF CITRUS AVE. AND LOS CECROS HE No. LINE OF SEC. 30, T.1 N.,R.5W., S.B.M. PER R.S. 58/5, WAS USED AS AVE., IN POWER POLE NO. 9011 E ON THE EAST SIDE OF CITRUS AVE. HE BASIS OF BEARINGS FOR THIS PLAN.11 SIERRA LAKES SPECIFIC PLAN ELE1/ATIOPk 1467.59 Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA QF# PREPARED IN THE OFFICE OF STREET IMPROVEMENT PLANS SNS S FZ MADOLE AND ASSOCIATES, INC. Uj oNo. 62183FN CHURCH SM 1107 RANG 10 '1311 CA MM BY:MW DRAWNS.G. TRACT NToT. 16095 � s 5+40"4Exp: 9-30-05 �� MAGNOLIA WAY I DESIGNED BY- OM AU S T 1100 EAST DATE: s� \P E.R.F. _ JUNF 2002 V 1 � FOFCAL�EO Date :1'11- CHECKED BY: D BY: DRAWING NO.: 2 I RCE 62183 EXP. 7 R. CITY ENGINEER R.C.E. 5n 52 DATE J:\826-1171\streets\st02.dwg, 07/16/2002 04:06:54 PM, sc _ I -