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HomeMy WebLinkAbout3517-9W.: 11 12 13 14 00 IrSEE SHEET 8 E 00 • SCOTCH PINE 6 WV W E S S /ON 9�FBF �������w C. yf� �y� �' E/06 �3 X06 sl 01 v I\- �`� 4(/,F`� OF C palo LWNW I' 1 20' OI' u, . J ! ca NZ In + WO ._ ) m U LL J "Ic N I I I 103 103 41C 1, Comy�� �o o 10+46.69 BCR tk 11 30 Lu z PROP. 36" SD DWG NO 3519 SHT NO. 10-v 11+40.72 RED CEDAR COURT = 10+02.00 SCOTCH PINE WAY r CIL INT. F LEGEND PROP. A. C. PA VEMEN T j LIMITED USE CITY OF FONTANA STD. 140 O PROP. CONCRETE SIDEWALK PROP. 12" SEWER DWG NO 3518 SHT NO. 8 , 4 �1 �I4 7.82 TC O O O REVISION DESCRIPTION kd00 E L- of PROP,. --8" A TES O W E S S /ON 9�FBF �������w C. yf� �y� �' E/06 �3 X06 sl 01 v I\- �`� 4(/,F`� OF C palo Coo N89`04'00"E iI- Lu Lu J ! ca NZ In + WO ._ ) m U 11+40.72 RED CEDAR CT= 10+00.00 SCOTCH PINE WY CIL INT. ,I' jf t"'" I� C����� 0 0 __4Z Dr 'A 6,O [DIAL "" TW❑ W❑RKING EFORE D DAYS BEF❑RE OU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' CONSTRUCTION NOTES: O CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL n2i CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003 REVISION DESCRIPTION DATE E CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA of PROP,. --8" A TES 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. W E S S /ON 9�FBF �������w C. yf� �y� �' E/06 �3 X06 sl 01 v I\- �`� 4(/,F`� OF C palo PLANNING ■ DESIGN ■ CONSTRUCTION 3536 CONCOURS, SUITE 220 ONTARIO CALIFORNIA 91764-5592 909.581.0196 " FAX 909.581.0192 ■ www.RBF.com CONSULTING PREP EXN T � H E VI OF: DATE: 3-Z�j-O N89`04'00"E iI- O CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006 - �W­­­1_10 In ca m C m O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3 RIW SCALE: " = 40' 30 m 23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. 103 -PROP. 8" SEWER N� z N U DWG NO 3518 J NO. A P EDB • CHECKED B ,41.;5•p .aiw R.J.B. RI ARDO SANDOVAL R.C. . 51152 DATE: 'q:SHT `,' 14 113 � o + (z) 14+37.72 (10' LT) G cl- 04/08 U er m W C. HICKS RCE NO. 63494 EXP. 09-30-06 v 06 ,+ 112 J� E ,I' jf t"'" I� C����� 0 0 __4Z Dr 'A 6,O [DIAL "" TW❑ W❑RKING EFORE D DAYS BEF❑RE OU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' CONSTRUCTION NOTES: O CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL n2i CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003 TYP. Q'�'pFESSIO C. y�c`el a No. 63494 Exp. Sept. 30, 2008 C1 lk- qTF OF e`� DATE: MA THEW C. HICKS RCE NO. 63494 EXP. 09-30-08 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE. 1"=40' REV. REVISION DESCRIPTION DATE O CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 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. W E S S /ON 9�FBF �������w C. yf� �y� �' E/06 �3 X06 sl 01 v I\- �`� 4(/,F`� OF C palo PLANNING ■ DESIGN ■ CONSTRUCTION 3536 CONCOURS, SUITE 220 ONTARIO CALIFORNIA 91764-5592 909.581.0196 " FAX 909.581.0192 ■ www.RBF.com CONSULTING PREP EXN T � H E VI OF: DATE: 3-Z�j-O CITY OF FONTANA, CALIFORNIA O CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006 ca m m O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3 o 107 SCALE: " = 40' 30 108 23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. 103 N� Nli JOB NUMBER 15-100634 A P EDB • CHECKED B ,41.;5•p .aiw R.J.B. RI ARDO SANDOVAL R.C. . 51152 DATE: J `,' 14+37.72 (10' LT) G RECORD DRAWING 04/08 U er m W C. HICKS RCE NO. 63494 EXP. 09-30-06 v 06 RADIAL POINT E a 109 Q 22.67' LT FROM MOC ST. LIGHT TYPE PER STREET LIGHT PLANCIL d Py6 2 1 W 5.74' FROMMOC CURVE/LINE DATA TABLE 14 Q DELTA RADIUS LENGTH TANGENT REMARK MDCC A 94 3939" 25.00' 41.30' 27.12' CURB RETURN $ D, 49.44 TC B " 90 23 42 25.00 39.44 25.17 CURB RETURN 5 C 09'15'35" 112.00' 18.10' 9.07' RT. CURB / D 21127'12" 38.00' 140.24' -- CUL-DE-SAC f Ole 3 E 22'11 '37" 112.00' 43.38' 21.97' L T CURB o 109 F 1105'43" 535.00' 103.60' 51.96' CROWNLINE ji-i W ca n4041 N G N00 56'00"W 10.00' _ = OFFSET CIL 3 v" _ _ H N88 04'12"W 40.04' CROWNLINE i 111 1 N8140'25"W -- 50.00' -- RT. CURB N J N665223"E -- 50.00' -- LT. CURB U N TYP. Q'�'pFESSIO C. y�c`el a No. 63494 Exp. Sept. 30, 2008 C1 lk- qTF OF e`� DATE: MA THEW C. HICKS RCE NO. 63494 EXP. 09-30-08 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE. 1"=40' 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. W E S S /ON 9�FBF �������w C. yf� �y� �' E/06 �3 X06 sl 01 v I\- �`� 4(/,F`� OF C palo PLANNING ■ DESIGN ■ CONSTRUCTION 3536 CONCOURS, SUITE 220 ONTARIO CALIFORNIA 91764-5592 909.581.0196 " FAX 909.581.0192 ■ www.RBF.com CONSULTING PREP EXN T � H E VI OF: DATE: 3-Z�j-O CITY OF FONTANA, CALIFORNIA Q STREET IMPROVEMENT PLANS DRAWN BY: TRACT 164951 M.E. RED CED R COURT DESIGNED BY: SCALE: " = 40' Q JOB NUMBER 15-100634 A P EDB • CHECKED B ,41.;5•p .aiw R.J.B. RI ARDO SANDOVAL R.C. . 51152 DATE: DRAWING N0. 3517 9 14 G RECORD DRAWING 04/08 "1."/*MATT W C. HICKS RCE NO. 63494 EXP. 09-30-06