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HomeMy WebLinkAbout3533-310+00 11+00 12+00 Ll HORIZ 1'= 40` PLAN 1"= 40' SCALE IN FEET 1 80 120 r',r r f' JVO I 3 CONS TRUC T/ON NOTES L = sus !, JJ JI JJ SIGHT CF IST o 3 0 .�, _ (0 LINE m CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" OF 959' dQ 5 v, ry z 6' cs COMPACTED NATIVE MATERIAL. 16 1 �`" Q CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. o p CONSTRUCT CROSS GUTTER (W=8) PER CITY STANDARD PLAN NO. 104. W �° © 1 -_j o _ �_ I EXIST. CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. Q o0.'+ r0Gpti F 2 PROP. f CL o 3 hh 2 hg. h� 1 1 1 CL 5� CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . N80°1856'E I �- CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 N N 2 "W" PER PLAN 4 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, CASE A & AO CASE B. SEE DETAIL ON SHEET 4. ,GF�G ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY � STD. NOS. 109 & 130. 5' PROP. 7 PUE -�- -, - w R�W o Ch1 79' & INSTALL STREET NAME SIGN PER CITY STD. NO. 139 - 27 27 - " m 28 11 42 37 EXIST. 10 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17). SIGHT - 5' EXIST 20' r LINE R/w 22 22y 15' R�W 11 INSTALL R l STOP SIGN W/ LIMIT LINE & "STOP" LEGEND EA GL EMON T DRIVE A UGUS TA DR. 12 REMOVE BARR/CADE,SAWCUT 2' EXIST. A.C. AND JOIN SEE SHEET 4 TRACT NO 15908 SEE CITY DWG. NO. 2772 SHEET 2 OF 8 'tW3 37� �8 CURVE TABLE 7' LOCAL CURVE LENGTH RADIUS TANGENT DELTA ® 45.35 30.00 28.27 86'3631 " © 57.10 35.00 37.19 93'2822" © 57.10 35.00 37.19 932822" �D 45.35 30.00 28.27 86'36'31 " 'tW3 37� �8 RECORD DRAWING 7' LOCAL / LENGTH THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN TANGENT PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 0 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH a/ HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS l Q A RESULT THEREOF. c�. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 10+00 11+00 12+00 13+77.29 CL CB W=7' V=675-1-71 H'4" Hl =0.16' 16o GOLDENDALE WA Y SEE SHEET 0 _54' 5 PUE 27' PUE rr� i� r r\lJ 2 3 `2 51' L_l7.94' E_E-C-- 5 5 16' _{- N 5' J- v 185-410-3 7' LOCAL CURVE LENGTH RADIUS TANGENT DELTA 0 40.70 <.� _ 26.47 9 rno 13 1020.00 30.28 3'24'01 " © 1 19.19 107.00 9.62 10' 1634 " .0 m O ^1 75.71 m 5' CURVE TABLE 7' LOCAL CURVE LENGTH RADIUS TANGENT DELTA 0 40.70 25.00 26.47 93° 16'25" © 60.53 1020.00 30.28 3'24'01 " © 1 19.19 107.00 9.62 10' 1634 " (0108.08 o 60.00 75.71 103° 12'28" � 50.49 35.00 30.78 82'39'20" LO 58.16 980.00 29.09 324'01 " © 40.71 25.00 26.48 93' 1726" F.66 59.35 1000.00 29.68 324'01 " JO 79.34 55.00 48.37 82'39'20" © 19.19 107.00 9.62 10' 1634 " 5' 6' 7' LOCAL CA H BAS DEPRESSION DI 4 3 2 6 6 rr�-1 r v1J o J PROP. + N Lu RAW V _ 60.56 _ 55.00 - 55.00' 1 1 _ N82'S6'04 12 k� k6�'k PROP. 8" SEWER - on' - 0- nn o � a Ln -r OI W TRACT J L 7 o N N 8 5n nn' - PROP. Rlw J i 13+00 �G �G �6• k �6• p�6� 1 75.00 14+00 7 Qz 5, 7',r- �II r -r /\ r PUE -��r,I�JI 15+00 _ 5, L =24. 5� pUE 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. 27' - ,�� co ^ O N J U :t U m U n �n U 6 s 6 9 6 10 15+00 _ 5, L =24. 5� pUE 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. 27' - � w ��+' :t coo m U kh1 � 0 6 6 8 k6�h9 © k k fv6' � �J L =24. CITY �- 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. ��Q oM N� � f�Fti d < No, 62183 {r Expi 9-30-05 9�FDFC Fo���P11 Prepared Under The Supervision Of OF PREPARED /N THE OFFICE INC.��- MADOLE AND ASSOCIATES, /N 10601 CHURCH STREET, STE. 107 RANCHPHONE (909) 948 31191730 Date : 7 -'TOY N ��+' :t coo m U kh1 � 0 6 6 8 o+ Ot m = o - o � DESIGNED BY. RM LO LO CHECKED BY. RM +^ Rc 62183 EXP. 9-30-05 F.66 L =573' _ _ 5' k9 F� ' `- 25' PUE PUE 18 18' - e'_a`� k6;g°� N86'20'06W 5 - k6�h9 © k k fv6' _^L=J6.39' L =24. 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. ��Q oM N� � f�Fti d < No, 62183 {r Expi 9-30-05 9�FDFC Fo���P11 Prepared Under The Supervision Of OF PREPARED /N THE OFFICE INC.��- MADOLE AND ASSOCIATES, /N 10601 CHURCH STREET, STE. 107 RANCHPHONE (909) 948 31191730 Date : 7 -'TOY N ^ cp :t coo m U U^ W 0 6 6 DRAWN BY RK 11 12 . ,.� �, T0/VE RIDGE LANE RESSION DETAIL CASE B 1 "= lo' BENCH MARK. No. 615 BASIS OF BEARINGS. - THE SP/KE AT INTERSECTION THE BEAR/NG OF N00' 16'44 "W ALONG RA CITRUS AVE. AND LOS CECROS THE CENTERLINE OF CITRUS AVENUE, AS AVE., IN POWER POLE N0. 9011E SHOWN ON MAP OF TR. 15908, FILED ON THE EAST P E CITRUS AVE IN BOOK 271, PAGES 34 THROUGH 39, INCLUSIVE, OF MAPS, RECORDS OF SAN ELEVAT/ON.• 1467.59 BERNARDINO COUNTY, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. REV. REVISION DESCRIP7ION 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. ��Q oM N� � f�Fti d < No, 62183 {r Expi 9-30-05 9�FDFC Fo���P11 Prepared Under The Supervision Of OF PREPARED /N THE OFFICE INC.��- MADOLE AND ASSOCIATES, /N 10601 CHURCH STREET, STE. 107 RANCHPHONE (909) 948 31191730 Date : 7 -'TOY A A O 0 0 9k W DRAWN BY RK rl�o - o � DESIGNED BY. RM LO LO CHECKED BY. RM +^ Rc 62183 EXP. 9-30-05 2 REG. DW6. 5' 5' 2 ' `- 25' PUE PUE 18 18' - EA GL EMON T DRIVE SEE SHEET 4 . ,.� �, T0/VE RIDGE LANE RESSION DETAIL CASE B 1 "= lo' BENCH MARK. No. 615 BASIS OF BEARINGS. - THE SP/KE AT INTERSECTION THE BEAR/NG OF N00' 16'44 "W ALONG RA CITRUS AVE. AND LOS CECROS THE CENTERLINE OF CITRUS AVENUE, AS AVE., IN POWER POLE N0. 9011E SHOWN ON MAP OF TR. 15908, FILED ON THE EAST P E CITRUS AVE IN BOOK 271, PAGES 34 THROUGH 39, INCLUSIVE, OF MAPS, RECORDS OF SAN ELEVAT/ON.• 1467.59 BERNARDINO COUNTY, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. REV. REVISION DESCRIP7ION 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. ��Q oM N� � f�Fti d < No, 62183 {r Expi 9-30-05 9�FDFC Fo���P11 Prepared Under The Supervision Of OF PREPARED /N THE OFFICE INC.��- MADOLE AND ASSOCIATES, /N 10601 CHURCH STREET, STE. 107 RANCHPHONE (909) 948 31191730 Date : 7 -'TOY DRAWN BY RK DESIGNED BY. RM CHECKED BY. RM Rc 62183 EXP. 9-30-05 2 REG. DW6. 3 •dl SIERRA LAKES SPECIFIC PLAN CITY OF FONTANA, CALIFORNIA S TREE T IMPROVEMENT PLAN TRA C T 165 0-1, -2 & -3 SCALE.AS SHOWN DA 7E' ACRES W ONE RIDGE LANE AUG200J APP OVED B _ DRAWING NO. 3 3533 7 /V/ TY ENGINEER R.C.E. 51152 DATE J:\826-1183\streets\ST03.dvwg, 02/10/2004 05:00:16 PM, rk