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HomeMy WebLinkAbout2956-4ALPEN LANE SEE SHEET NO. 5 W 00Z m 72 NU 86 + ~ 87 °° I 1 ' 22' 22'1 4, �� J I Lor v • 6 P 7 A G� "` F J 6 '0 3, 18` 18 �✓ z��� 1 14 � 1 /'�ct Z7 / SCALE: 1" = 40' om nfl..ft LLil1r-A o r 11i%i1 TT k11 SEE SHEET NO. 2 I I I it IO ID I I I a 1 JX � I 112'1 40' 40' 1 ' I `~ CONSTRUCTION NOTES --_ 5,6 O CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED 4 _ / F NATIVE MATERIAL (SEE GENERAL NOTES 3 ) E A 1 & 32 22 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED N NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28) MM. �� qNp C O3 CONSTRUCT 8"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 CONSTRUCT 6"CF CURB &GUTTER PER CITY STD. PLAN N0. 1003 j ^V CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 .. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 URF pigH \ �g CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. F c�LO)R PLAN NO. 300-1. SEE SHT. 10 (W=PER PLAN) (/ 6 : R 10 INSTALL BARRICADE PER CITY STD. PLAN NO. 118 INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN ff •� SFR `.� `�:. O NO. 1016 (SCE #20) INSTALL STREET NAME SIGN PER CITY STD.139. { 16 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN No. 121 WIDTH PER PLAN. CONSTRUCT CF TRANSITION ( 8" To 6" CF) CURB & GUTTER PER CITY STD. PLAN NO. 1003. BEECH AVENUE CURVE DATA 0 DELTA LENGTH RADIUS TANGENT 77- 04'39'42" 72.41' 890.00' 36.23' 4 O (0 12' 13'06" 189.79' 890.00' 95.26' © 17'20'49" 257.35' 850.00' 129.66' e O 94'38'03" 57.81' 35.00' 37.95' DIAL TWO WORKING OE 79'23'42" 48.50' 35.00' 29.06' BEFORE DAYS BEFORE QF 90'00'00" 54.98' 35.00' 35.00' YOU DIG YOU DIG © 105'51'12" 55.42' 30.00' 39.71' 1 TOLL FREE 1-800-227-2600 nH 89.57'14" 1 47.10' 1 30.00' 1 29.98' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT IE I I I I I Iq P REV. REVISION DESCRIPTION DATE I ENIX CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 1 ADD R60MD pkJCT. STAMP /cSrVs17I/R�t% Ly� 3 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. M 0, SCALE: 1 " = 40' 30 i ti II l- t +m 31W + + 1` - ` F, w oz I UE1 wx E-4 4ISI W iI0 PEI PEAK WAY BENCH MARK: #8-17 CALTRANS 2 BASIS OF BEARINGS: BRASS CAMP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE NORTHEAST 1/4 TOWER LEG, 343' N/O HIGHLAND AVE.. 0.20 MI. W/0 SAN SAVAINE RD.. 2.65 0 OF SECTION 26, T. 1 R. 6 W. SAN MI. W ALONG HIGHLAND AVE.. FORM BERNARDINO MERIDIAN SHOWN AS N89'37'36"W ON A MAP FILED IN BOOK 88 SIERRA AVE. PAGES 36-42, INCLUSIVE, OF SURVEY, ELEVATION: 1428.6090 WON" ANNOW, W sm AS SHOWN Prepared Under The Supervision Of : QROfESSI�� ' PREPARED IN THE OFFICE OF s DRAWING Na: MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE T I No. 62183 rn n 10601 CHURCH STREET, STE. 107 CI. INT. Exp: 9-30-05 w W - -- C' V t - F°FCA1..\F° . ...;,a *' 1 + WAYm n.C.E. w `'`"`--._ � _ - y - - '"-..,. :•`_ K =155+96.62 SI ES I ERR ALA M -F11 PKWY.F `~ CONSTRUCTION NOTES --_ 5,6 O CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED 4 _ / F NATIVE MATERIAL (SEE GENERAL NOTES 3 ) E A 1 & 32 22 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED N NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28) MM. �� qNp C O3 CONSTRUCT 8"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 CONSTRUCT 6"CF CURB &GUTTER PER CITY STD. PLAN N0. 1003 j ^V CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 .. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 URF pigH \ �g CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. F c�LO)R PLAN NO. 300-1. SEE SHT. 10 (W=PER PLAN) (/ 6 : R 10 INSTALL BARRICADE PER CITY STD. PLAN NO. 118 INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN ff •� SFR `.� `�:. O NO. 1016 (SCE #20) INSTALL STREET NAME SIGN PER CITY STD.139. { 16 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN No. 121 WIDTH PER PLAN. CONSTRUCT CF TRANSITION ( 8" To 6" CF) CURB & GUTTER PER CITY STD. PLAN NO. 1003. BEECH AVENUE CURVE DATA 0 DELTA LENGTH RADIUS TANGENT 77- 04'39'42" 72.41' 890.00' 36.23' 4 O (0 12' 13'06" 189.79' 890.00' 95.26' © 17'20'49" 257.35' 850.00' 129.66' e O 94'38'03" 57.81' 35.00' 37.95' DIAL TWO WORKING OE 79'23'42" 48.50' 35.00' 29.06' BEFORE DAYS BEFORE QF 90'00'00" 54.98' 35.00' 35.00' YOU DIG YOU DIG © 105'51'12" 55.42' 30.00' 39.71' 1 TOLL FREE 1-800-227-2600 nH 89.57'14" 1 47.10' 1 30.00' 1 29.98' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT IE I I I I I Iq P REV. REVISION DESCRIPTION DATE I ENIX CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 1 ADD R60MD pkJCT. STAMP /cSrVs17I/R�t% Ly� 3 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. M 0, SCALE: 1 " = 40' 30 i ti II l- t +m 31W + + 1` - ` F, w oz I UE1 wx E-4 4ISI W iI0 PEI PEAK WAY BENCH MARK: #8-17 CALTRANS 2 BASIS OF BEARINGS: BRASS CAMP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE NORTHEAST 1/4 TOWER LEG, 343' N/O HIGHLAND AVE.. 0.20 MI. W/0 SAN SAVAINE RD.. 2.65 0 OF SECTION 26, T. 1 R. 6 W. SAN MI. W ALONG HIGHLAND AVE.. FORM BERNARDINO MERIDIAN SHOWN AS N89'37'36"W ON A MAP FILED IN BOOK 88 SIERRA AVE. PAGES 36-42, INCLUSIVE, OF SURVEY, ELEVATION: 1428.6090 RECORDS OF SAN BERNADINO COUNTY W sm AS SHOWN Prepared Under The Supervision Of : QROfESSI�� ' PREPARED IN THE OFFICE OF F� SNS lF DRAWING Na: MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE T u No. 62183 rn n 10601 CHURCH STREET, STE. 107 RANCHO CUCAMONGA, CA 91730 Exp: 9-30-05 PHONE (909) 948-1311 J'�qT C' V t - F°FCA1..\F° Date: 17 --)-0) n.C.E. 62193 EXP. 9-30-05 THESE RECORD DRAWIr ; +VIE rWEH mrol mit QPAA C44 T w D pr liA yam+ ix A -146 A lIIIIIIIIIIIIIA.T A. . SKEER EXP. DATE R C E 6218 9-30-05 Q�U1=c�SI�� w d No. 62183 c m Z CL LU W CITY OF FONTANA, CALIFORNIA mWIEr PLS DRAYM BY: SCL TRACT ATO. 16137 DESI(�ED BY: _ a�cA/sCL_ - CH A & WAY BY: SCL � CITY ENGINEER R.C.E. 51152 DATE 2 W 0 w IL H W W sm AS SHOWN ~ N DATE ' 07/16/01 M DRAWING Na: 4 T 2956 n