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HomeMy WebLinkAbout3139-6�N RSpR\ 10X00 ppJ C EEKS,O� �R. �\ W� • J1pXp0 gip, i CURVE DATA CURVE DELTA LENGTH RADIUS TANGENT OA 140'31'44" 142.26' 58.00' 161.67' B� 90'00'00' 70.68' 45.00' 45.00' G 90'00'00" 39.27' 25.00' 25.00' D 25.15'52" 25.13' 57.00' 12.77' E� 22'54'53" 207.97' 520.00' 105.39' Q 27'51'09" 243.06' 500.00' 123.98' © 22'56'02" 192.13' 480.00' 97.37' H 87'33'01 " 38.20' 25.00' 23.95' JO 92'25'50" 40.33' 25.00' 26.08' E DR SEE SHEET 7 .5' 20.5' 27 -1 18.5' 18.5' !k�� �oWao tk tiF� � + /00��r� !: 6 0 4 3 s\ 51 coo �y 1 ilo2.o 'ROP, 8" w N 48.1p,47' TE \0 41.5, U) -)� v Q 3 ioFi U z O ^ to o �c ; } R/w U - I of S TOLL FREE �'�1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _W 1� \ 6 00 — — � - CITY 47. Q o ��°Y 1 �o� Sir�ti� �' No. 6218; � � Exp: 9-30-05 9TFCjV1\-Og��� O�CAI.F 1 uu - W } O V'1' O 23 ILn tD d' ' tp U W �5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 3 ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD,109 &130. 3 f a 0 0o a 8 0 •- rn_ O rev DESIGNED BY: NO. 1016 (SCE #7). 10 INSTALL STOP SIGN AND "STOP" LEGEND WITH BAR PAVEMENT CHECKED BYA•. Mc TOLL FREE �'�1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _W 1� \ 6 00 — — C SCALE IN FEET so 1 � o COLP su 1\ n�i CLEARSPRING LANE 1 34 LN S7 13x92 62�Cp\'© CR S78 7 \ G\ \iy� ' � 11 X 4� • �r1 h 64 J 4 \ GL�RSPREEK C S�8 33 kgp 06� Cp\ 0 ,29 � 13 62, o� PA F� 3 4rC 'Q y $F 14 32\ C \ 4 �a 7) o\ c Jos 1 o CQ .0g'V1Es ;7 4 °F 14 1 Sy's littot 5�� Z BENCH MARK: #8-17 CALTRANS BRASS CAMP IN CONCRETE S.C.E. TOWER LEG, 343' N/0 HIGHLAND AVE.. 0.20 MI. W/O SAN SAVAINE RD. , 2.65 MI. W ALONG HIGHLAND AVE., FROM SIERRA AVE. ELEVATION: 1428.6090 Lt61.00 __ 6 00 — — n CITY W °'- o ��°Y 1 �o� Sir�ti� �' No. 6218; � � Exp: 9-30-05 9TFCjV1\-Og��� O�CAI.F 1 J NT } U P 49 + 23 ILn tD CLEARSPRING LANE 1 34 LN S7 13x92 62�Cp\'© CR S78 7 \ G\ \iy� ' � 11 X 4� • �r1 h 64 J 4 \ GL�RSPREEK C S�8 33 kgp 06� Cp\ 0 ,29 � 13 62, o� PA F� 3 4rC 'Q y $F 14 32\ C \ 4 �a 7) o\ c Jos 1 o CQ .0g'V1Es ;7 4 °F 14 1 Sy's littot 5�� Z BENCH MARK: #8-17 CALTRANS BRASS CAMP IN CONCRETE S.C.E. TOWER LEG, 343' N/0 HIGHLAND AVE.. 0.20 MI. W/O SAN SAVAINE RD. , 2.65 MI. W ALONG HIGHLAND AVE., FROM SIERRA AVE. ELEVATION: 1428.6090 Lt61.00 __ 6 00 — — 68 CITY R/W 67o ��°Y 1 �o� Sir�ti� �' No. 6218; � � Exp: 9-30-05 9TFCjV1\-Og��� O�CAI.F NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 ) N } T�z- + ILn tD nN8 4O CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 �5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 Q7 ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD,109 &130. ( CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 8 W = PER PLAN. 8 O INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN CLEARSPRING LANE 1 34 LN S7 13x92 62�Cp\'© CR S78 7 \ G\ \iy� ' � 11 X 4� • �r1 h 64 J 4 \ GL�RSPREEK C S�8 33 kgp 06� Cp\ 0 ,29 � 13 62, o� PA F� 3 4rC 'Q y $F 14 32\ C \ 4 �a 7) o\ c Jos 1 o CQ .0g'V1Es ;7 4 °F 14 1 Sy's littot 5�� Z BENCH MARK: #8-17 CALTRANS BRASS CAMP IN CONCRETE S.C.E. TOWER LEG, 343' N/0 HIGHLAND AVE.. 0.20 MI. W/O SAN SAVAINE RD. , 2.65 MI. W ALONG HIGHLAND AVE., FROM SIERRA AVE. ELEVATION: 1428.6090 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 26, T. 1 R. 6 W. SAN BERNARDINO MERIDIAN SHOWN AS N89'37'36'W ON A MAP FILED IN BOOK 88 PAGES 36-42, INCLUSIVE, OF SURVEY, RECORDS OF SAN BERNARDINO COUNTY REV. REVISION DESCRIPTION CONSTRUCTION NOTES ENGR. CITY CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED 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. ��°Y 1 �o� Sir�ti� �' No. 6218; � � Exp: 9-30-05 9TFCjV1\-Og��� O�CAI.F NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 ) 2O CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN NO. 1003 O CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 MODIFIED TO W=SEE PLAN 4O CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 �5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 Q7 ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD,109 &130. ( CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W = PER PLAN. O INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN DESIGNED BY: NO. 1016 (SCE #7). 10 INSTALL STOP SIGN AND "STOP" LEGEND WITH BAR PAVEMENT CHECKED BYA•. Mc MARKER PER CITY STD. 139 AND CALTRANS STD R1 SIGN. 11 INSTALL STREET NAME SIGN PER CITY STD. 139 CONSTRUCT CURB RAMP PER DETAIL ON SHEET 4. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 26, T. 1 R. 6 W. SAN BERNARDINO MERIDIAN SHOWN AS N89'37'36'W ON A MAP FILED IN BOOK 88 PAGES 36-42, INCLUSIVE, OF SURVEY, RECORDS OF SAN BERNARDINO COUNTY 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 AND STANDARDS IN EFFECT. ��°Y 1 �o� Sir�ti� �' No. 6218; � � Exp: 9-30-05 9TFCjV1\-Og��� O�CAI.F 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 O Date 1 c 1 �Z— DRAWN BY: sc/s DESIGNED BY: CHECKED BYA•. Mc .:Rn a `7�t' a� R.C.E. 62183 EXP. 9-30-05 CITY OF FONTANA, CALIFORNIA STREET PLANS TRACT NO. 15842 SCALE: AS SHOWN CLEARSPRING LANE DATE: (FROM STA. 10+00.00 TO STA. 13+92.06) 03/11/02 APPROVED BY: DRAWING NO.: c..: 2- 3139 6 t4- CITY ENGINEER R.C.E. 51152 DATE 7 QZ J Z W m W O w CL W W H I N 00 LO H J:ISUMITTJR15842\streetslst7.dwa. 09117/200208:11:51 AM. BL