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HomeMy WebLinkAbout3057-2pro SGPT a 3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 4O ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE. O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W = PER PLAN. O6 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN NO. 1016 (SCE #7) N J O7 INSTALL STREET NAME SIGN aL O8 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 121 O 3 Y WIDTH PER PLAN. 8 w :-5j Qo Q 10 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. 10 o Z COPPERHEAD COURT �i 3 PLAN NO. 300-1. (W=PER PLAN) co 6 wo 7 SEE SHEET NO. 3 cr N 6 11 CONSTRUCT P.C.C. CROSS -GUTTER PER CITY STD. PLAN NO. 105 M o 50 ow W = 29 W=PER PLAN MODIFIED TO 8'. +> 0 Moo N 00't m i 18 s8 7 po ^ oo ^ w j ov 13 14 N +o N m , w i m 23 00 24 to 25 o r' 25 26 27 28 a o a it 11 12 T_ 15 ) l - ,�,v + + 10 3 n s o EXIST. gD+ m m o OD 0 30 EASEMEm II w + m ----- 0 J a ---- --- - - - ---- -----------LO -- - t� �0S G X596 c 96 9j S9 99 I N o •s o pQ N► 9 /,, s _ 2 3 4 . O� , N 2 T43VI "E R' o_ __ _ _._ �'�' �� s 00T7_C-6111�4 i9 4 1 y_?r '33'E- _ O _ T __._.__z p Z 'T2E>d, ... 1 1 �0 / - - s9 3 9�. _ � , 9 S9S N � �> 4 w 2 TC`SIQ O� SOS -0r, © �SO� 4 TOS !-o %1 I 31 �%-� 'O' w w 011 w w 3 I ® �► N I --- ------------ -- - _ - _ 2� t 1 l S9 ------------ -----�-------------- O�'--------- O \tel S �/ Lf)`� ` d� 0- i o, �s i a v ° z so 1 0o i i) - 3 \\ 7 �� �V Off; / 1 i p 0 n N o O� N �� I n= sr (D 5 m 1 7 20 20 7 1 + w4 M Q 3 N 0 v co I ,I °° sl P.. v�A dt1' \ �\ ♦ �i / t� U + N ' GD 2 m + W 1 N m 7 2 / ( p W N + m A C 9 6 + y! -r- M O o w + 20' 7 1 ►� 54 + w w N ! i °° 54 '� `r° 36 35 ^ cn 34 m a •��'y�, \ _ o + I� a 6 � ---- �� 0 6 7 '- m U '" 7 6 33 32 6 -� oN MAGNOLIA WAY o 8 P EME �`' w N SEE SHEET NO. 3 ^ N ESSEX WAY a � SEE SHEET NO. 3 10 + N DELTA/BEARING RADIUS LBL/DIST. TANCENTpn 03'59'10" 1281.00 89.12 44.58 03'1 1'43" 800.00 44.61 22.31 FOREST OAKS P 01'49' 17" 352.00 1 1.19 5.60 01'34'20" 350.00 9.60 4.80 o S RECORD DRAWING 234'37'24" 38.00 155.61 73.59 � s' ,mss THESE RECORD DRAWINGS HAVE SEEN PREPARED, IN BENCH MARK: No. 615 BA81S OF 8EAF11VC3$ 54'37'24" 57.00 54.34 29.43 R' PART, ON THE BASIS OF INFORMATION COMPILED AND No. 62183 -_ ca FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89'30'06"E ALONGExr 2'36' 12" 1301.00 59.1 1 29.56 g -a5 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH OF CITRUS AVE. AND LOS CECROS THE No. LINE OF SEC. 30, T.1 N.,R.5W., 3'08'32" 1261.00 69.15 34.58 #-L- * HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS AVE., IN POWER POLE 10. 9011 E S.B.M. PER R.S. 58/5, WAS USED AS 3' 1 1'43" 820.00 45.73 22.87 \ civt A RESULT THEREOF. ON THE EAST SIDE OF CITRUS AVE. THE BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN 3'11'43" 780.00 43.50 21.76 =1/ATIOPk 1467.59 PLAN. 3'24'14" 332.00 19.727 9.87 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA 37'51 '49" 57.00 37.67 19.55 Q O QRpFESS/q�, PREPARED IN THE OFFICE OF 255'43'48" 38.00 169.60 48.88 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MADOLEANDASSOCIATES, INC. STREET IMPROVEMENT PLANS F 37'51 '49" 57.00 37.67 19.55 0 ``"�o� s�F`��% 10601 CHURCH STREET, STE 107 DRAWN BY: , u RANCHO CUC CA 91730 SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER 28'57'18" 160.00 80.86 41.31 No. 62183 �, � Pfd(9W) -1311 SCL SS TRACT N0. 16096 AS SHOW N67'51'27"W 20.00 1 DIAL Tun wnpVTNn THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 9-30-05 DESIGNED BY: DATE• TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT s w SCFOREST AKS PLACE SEPT. 2001 _ BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �9T� C/ V I�" p���Q ate :1.4 _o y CHECKED BYL A D BY: OF CALFDRAWING NO.: 2 =,-/d ;:;`7 7//7/,,RCE 62183 EXP. 9-30-05(tr -Z�/ Z��' 3057 STANDARDS IN EFFECT. 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O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W = PER PLAN. O6 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN NO. 1016 (SCE #7) N J O7 INSTALL STREET NAME SIGN aL O8 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 121 O 3 Y WIDTH PER PLAN. 8 w :-5j Qo Q 10 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. 10 o Z COPPERHEAD COURT �i 3 PLAN NO. 300-1. (W=PER PLAN) co 6 wo 7 SEE SHEET NO. 3 cr N 6 11 CONSTRUCT P.C.C. CROSS -GUTTER PER CITY STD. PLAN NO. 105 M o 50 ow W = 29 W=PER PLAN MODIFIED TO 8'. +> 0 Moo N 00't m i 18 s8 7 po ^ oo ^ w j ov 13 14 N +o N m , w i m 23 00 24 to 25 o r' 25 26 27 28 a o a it 11 12 T_ 15 ) l - ,�,v + + 10 3 n s o EXIST. gD+ m m o OD 0 30 EASEMEm II w + m ----- 0 J a ---- --- - - - ---- -----------LO -- - t� �0S G X596 c 96 9j S9 99 I N o •s o pQ N► 9 /,, s _ 2 3 4 . O� , N 2 T43VI "E R' o_ __ _ _._ �'�' �� s 00T7_C-6111�4 i9 4 1 y_?r '33'E- _ O _ T __._.__z p Z 'T2E>d, ... 1 1 �0 / - - s9 3 9�. _ � , 9 S9S N � �> 4 w 2 TC`SIQ O� SOS -0r, © �SO� 4 TOS !-o %1 I 31 �%-� 'O' w w 011 w w 3 I ® �► N I --- ------------ -- - _ - _ 2� t 1 l S9 ------------ -----�-------------- O�'--------- O \tel S �/ Lf)`� ` d� 0- i o, �s i a v ° z so 1 0o i i) - 3 \\ 7 �� �V Off; / 1 i p 0 n N o O� N �� I n= sr (D 5 m 1 7 20 20 7 1 + w4 M Q 3 N 0 v co I ,I °° sl P.. v�A dt1' \ �\ ♦ �i / t� U + N ' GD 2 m + W 1 N m 7 2 / ( p W N + m A C 9 6 + y! -r- M O o w + 20' 7 1 ►� 54 + w w N ! i °° 54 '� `r° 36 35 ^ cn 34 m a •��'y�, \ _ o + I� a 6 � ---- �� 0 6 7 '- m U '" 7 6 33 32 6 -� oN MAGNOLIA WAY o 8 P EME �`' w N SEE SHEET NO. 3 ^ N ESSEX WAY a � SEE SHEET NO. 3 10 + N DELTA/BEARING RADIUS LBL/DIST. TANCENTpn 03'59'10" 1281.00 89.12 44.58 03'1 1'43" 800.00 44.61 22.31 FOREST OAKS P 01'49' 17" 352.00 1 1.19 5.60 01'34'20" 350.00 9.60 4.80 o S RECORD DRAWING 234'37'24" 38.00 155.61 73.59 � s' ,mss THESE RECORD DRAWINGS HAVE SEEN PREPARED, IN BENCH MARK: No. 615 BA81S OF 8EAF11VC3$ 54'37'24" 57.00 54.34 29.43 R' PART, ON THE BASIS OF INFORMATION COMPILED AND No. 62183 -_ ca FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89'30'06"E ALONGExr 2'36' 12" 1301.00 59.1 1 29.56 g -a5 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH OF CITRUS AVE. AND LOS CECROS THE No. LINE OF SEC. 30, T.1 N.,R.5W., 3'08'32" 1261.00 69.15 34.58 #-L- * HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS AVE., IN POWER POLE 10. 9011 E S.B.M. PER R.S. 58/5, WAS USED AS 3' 1 1'43" 820.00 45.73 22.87 \ civt A RESULT THEREOF. ON THE EAST SIDE OF CITRUS AVE. THE BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN 3'11'43" 780.00 43.50 21.76 =1/ATIOPk 1467.59 PLAN. 3'24'14" 332.00 19.727 9.87 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA 37'51 '49" 57.00 37.67 19.55 Q O QRpFESS/q�, PREPARED IN THE OFFICE OF 255'43'48" 38.00 169.60 48.88 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MADOLEANDASSOCIATES, INC. STREET IMPROVEMENT PLANS F 37'51 '49" 57.00 37.67 19.55 0 ``"�o� s�F`��% 10601 CHURCH STREET, STE 107 DRAWN BY: , u RANCHO CUC CA 91730 SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER 28'57'18" 160.00 80.86 41.31 No. 62183 �, � Pfd(9W) -1311 SCL SS TRACT N0. 16096 AS SHOW N67'51'27"W 20.00 1 DIAL Tun wnpVTNn THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 9-30-05 DESIGNED BY: DATE• TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT s w SCFOREST AKS PLACE SEPT. 2001 _ BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �9T� C/ V I�" p���Q ate :1.4 _o y CHECKED BYL A D BY: OF CALFDRAWING NO.: 2 =,-/d ;:;`7 7//7/,,RCE 62183 EXP. 9-30-05(tr -Z�/ Z��' 3057 STANDARDS IN EFFECT. RU CITY ENGINEER R.C.E. 51152 DATE I V-4 N 00 Z 7) J:\826-1172\streets\st2.dwg, 02/01/2002 10:49:54 AM, gb