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HomeMy WebLinkAbout3815-7FINI immmm■■ o PROFILE VERT: 1 in = 4 ft HrQ7- 1 in = 40 ft " 10+00 •1�.i�l�iiii.11iY� W awl CONSTRUCT CURVE TABLE 14-0111111mr © p IiIEAr. iifilill�l������1■a 11 �////■■■iiii5� Mi�..���■■���5■� LENGTH I i5■■■■■ W 89'52'10" 35.00' 54.90' T Iillil�E■ilt®�ll� 90.00'00" 30.00' 1 .� C ► !s■C�li■�E■ 5 -.-1 i+ O = No 2 DRIVE NOW ft -5 w.mg;W:mml 55.06' 35.08' E NORll■EA■■■111 25.00' -•--F-------Y---- -- O (n 89.56'41" son 39.25' ll■t�N■■■■A Ilii■!!!°��1■■ _ ~ U 1110-31 ilii�5 ■ lilil cr�5..5$,3� _' ., ■� �E- ■■i■N■■■■■N L i.�i�i5�3�■ 15/_5:i■�MO. 0 ��f■i5� =I Illi) : �lliBl��liiCil�iiilr�! RON . ■� 112.00' w Q �•]�. Miami".lmm!_©����nn �1■IE�II�Ilii " ill = A �I11�11 ' I7' ■lillir� ■Illi■■■Im■m■■■■■m ■=" III T SEEMS t=iow" 0 LO n ��ammo. 1111111123-111101 ■■11lii■II ��■Ilir' ■��91 ■11MIKE �t■®on �w��.6Ao 3i1A10r11111 ��IE��JE�■� Now— imam 31�� IMENTM` 1.■■0wo SEE SHEET 3 W�� J w _j BAYLEAF LANE > > 60" STORM DRAIN LINE N 0)Cr _J m 64 �o OFF—SITE ULTIMATE o n m o� o °' Q CONDITION DWG. NO. 3818 + v rn w o � 12' 20' 20' 12' W ,� H N 00 U Z d Ito to ~ 7 LO aa. I �N0+� �UQ� LINE ` Q L ± 00 N 1.0 I ao I r i 00 lu 4 NL <N I o o V) 'n I I O + u� PROPOSED o WZ o ( A R/W QQ h• Z.1 Z I I 80.13' 6 QWF v S, H d. Q 2 33 STA 12+13.15VP Z Z LCL W ( £ T A9 1 ----f---- -" = STA 14+58.50 BE Q� I I I t � � FL o0 � �W� o0 34 ZWtl) Q u, I 6 in I 79.90' �S 6 OPROPOSED I EXITING E w �` R/W � I 4 II mLO 0 i GH I N E � 00 to 1`0`n W W I I I U 00 +C; + o � V_LO III— SEE SHEET 3 H i NN III— O in I Ln LO N + BAYLEAF LANE Co 166713-2 < N EnLO PEPPER DRIVE GRAPHIC SCALE 40 • 20 40 so 160 -rn SCALE 1 • � 1 ■11■ 1■11■ m •t3 N Ir­ STA 10+00.00 �_ TARRAGON WAY = CONSTRUCT CURVE TABLE STD No. 1006 © CONSTRUCT DELTA RADIUS LENGTH TANGENT W 89'52'10" 35.00' 54.90' T Iillil�E■ilt®�ll� 90.00'00" 30.00' 1 .� C ► !s■C�li■�E■ 5 -.-1 i+ O = ■■i■ 2 DRIVE l 55.06' 35.08' E 90100'00" 25.00' -•--F-------Y---- -- O (n 89.56'41" F LANE 39.25' 24.98' Ilii■!!!°��1■■ _ ~ U :l■��li■■�k•�ii■71■1 4 i cr�5..5$,3� _' ., ■� Illi) : �lliBl��liiCil�iiilr�! F . ■� 112.00' w Q 1■■■i■i■ M ME - ■■ Illiiiil■l�i�11ii■1111 idwaiNINS ON TRACT 16678-2 W N R/W SEE SHEET 11 m� . I11MM SAFFRON STREETg MEN oo; Lo N N + p MEN HY1r1 PlIENN"'IfS N N l� �^ INN NLo N Co ■■N ,h�TAAM ■■ 1■■la, . INN ■■■l11113190111911w,AlPM■■■0.0 l■■I Illllli■1.111■��iiiii■■111 i■■I Iiilll01gill 00-110.0E/ - liillll�ll llill 1■■■■■l■IIIIIIiIi 1MMM ■■■■111111/.15�.......��a■�Ml■■■■1 ■Il���w OEM 11■i■■■1 ■ll■■ ■■■■l■■■■■i1�3�Zi�N Ra ME ME mail MEivl■■■■1 ■■■1 Ili■■■l 1lli■ilii■■■■■■■■■■■■■1 ■■■■■■i iiillliiil■iiiilliil■■1 Illii■lllllllli■■■■■■■■■■■■■■1 INN ■i■ll iNEON OMEN l■■■■■i■■■■■■■■■■■■■■1 lii■■ll■■■ilii■■■■l■1 IN SEEN 00 00 00 SEE SHEET 5 SAFFRON STREET _j •' 20'-. • Co • •• • .. STORMDRAIN LIN. Uj •• • • • 9 z PROPOSED •• STA 10+00.00 �_ TARRAGON WAY = CONSTRUCT CURVE TABLE STD No. 1006 © CONSTRUCT DELTA RADIUS LENGTH TANGENT W 89'52'10" 35.00' 54.90' T STA 13+27.04 SAFFRON STREE 90.00'00" 30.00' 1 .� C N 5 -.-1 i+ O = D 2 DRIVE l 55.06' 35.08' E 90100'00" 25.00' -•--F-------Y---- -- O (n 89.56'41" F LANE 39.25' 24.98' _ ~ U 4 i cr�5..5$,3� _' LC)W F 112.00' w Q Cf) PRO SED TRACT 16678-2 W N R/W SEE SHEET 11 m� J SAFFRON STREETg oo; Lo N N + p M + Q N N �^ NLo N Co D TARRAGON WAY 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 STANDARDS IN EFFECT. ,ZI�fS O�G c No. 23796 m Exp. 12-31-05 s� CIVIL /�\C R� 052114 9�0 E -il.. If_Zwb 13+00 CONSTRUCTION NOTES O1 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD No. 1005 Q CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD No. 104 (MODIFIED TO BE 8' OR 10' AS SHOWN) ® INSTALL STREET SIGN PER STD No. 139 50 CONSTRUCT 6" CURB & GUTTER PER STD No. 1003 © CONSTRUCT CURVE TABLE STD No. 1006 © CONSTRUCT DELTA RADIUS LENGTH TANGENT A 89'52'10" 35.00' 54.90' 34.92' B 90.00'00" 30.00' 47.12' 30.00' C 90'00'00" 30.00' 47.12' 30.00' D 90'07'50" 35.00' 55.06' 35.08' E 90100'00" 25.00' 39.27' 25.00' F 89.56'41" 25.00' 39.25' 24.98' CONSTRUCTION NOTES O1 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD No. 1005 Q CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD No. 104 (MODIFIED TO BE 8' OR 10' AS SHOWN) ® INSTALL STREET SIGN PER STD No. 139 50 CONSTRUCT 6" CURB & GUTTER PER STD No. 1003 © CONSTRUCT CURB RETURN ACCESS RAMP PER STD No. 1006 © CONSTRUCT 4 1/2" MIN. AC PAVEMENT OVER 12" MIN.OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE No. 32) ® CONSTRUCT 5' CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN 1015 Q9 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD No. 1003 11 CONSTRUCT TEMPOARY BARRICADE PER CITY OF FONTANA STD. 118 ® PLACE 4" MIN AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE No. 32) Crouse/Beers & Associates, Inc. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Ca. 92860-1967 Ph. (951) 7362040 Fax (951) 736-5292 nrs� DATE CITY OF FONTANA, CALIFORNIA TRACT NO. 16678-1 DRAWN BY: STREET IMPROVEMENT PLAN sem: PEPPER DRIVE & TARRAGON WAY 1 =40 DESIGNED I Y: S-F/V 10 + 0 0 TO,, STA 12 + 13.15 DATE: STA 1Q+00 T TA 11+57.00 JUNE, 2005 CHECKED BY: AP OVED )&./v C' . .0'�p MOM �" 7 8+11-1t..t ODOM SAXWVAL R.C.E. 51152 DATE 3815 21