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HomeMy WebLinkAbout1757-3STA. 4+61.63 JOIN EXIST. N22024'24"W (RAD) w JOIN EXIST. ��,• o STA 04+65.19 B.C.R. N o N21043'36'W (RAD) °° + �, CO �N 27 28 29 �x Ce N& 30 ,\0� 2 , �� �� � 12.76' O O O O w STA 04+39.15 B.C. �� , �s �� N26'42'00 W (RAD) �� `mss ���� 2.09' 1� J �\ y 0� �� � � \ ��y ��� 73.29 0c) LZ -�\ \ 31 32 0 0 46.88' 46.88' 1l J 1261.68 T.C. 307.33 1261.18 F.L. 7 1261.68 T.C. 1 1261.18 F.L. V ,54w 00' _ 54.00' 0 0 `V \� `�\ 41 40 `\ \� STA 17+55.02 N47'23'51" E (RAD.) R°A STA 05+04.21 E.C. EAST LINCOLN LOOP ROAD STA ' STA 04+38.03 PLUMAS CT. C°�N N 14' 1632 W �C ��N 47 Ep,S STA 04+96.44 JOIN EXIST. N15-45'34 W RAD E.C.R. STA 17+03.95 B.C.R. N53' 14'58 E- RAD. CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER. 2�- CONSTRUCT RESIDENTIAL DRIVEWAY W=16' TO BE LOCATED IN THE FIELD. (D -CONSTRUCT CONCRETE SIDEWALK. 4�- CONSTRUCT 3" A.C. OVER 12" COMPACTED NATIVE. a-0 SINGLE 5,800 HPS STREET LIGHT. Q�oFESso� "ye No. 26229 LO r w 3/31/94 V I -OF C,����q` � 39 54.00' 0 33 O 10.8 4' 35 39 r v 1266)< �•i0 fir,''• 35. 9 2.35' U 37 CURVE TABLE 46.88' 1 46.88' 1 46.88' RADIUS- 4. TANGENT A 08'07'52" 300.00' 42.57' /h J� /4, L. \ V \ (1256.55 T.C.) ON7504325'E °°5 � 1 1256.05 62.00' 39.90' A 1257.09 T.C. \ 1256 59 F L) J J 6 � I J �\ y 0� �� � � \ ��y ��� 73.29 0c) LZ -�\ \ 31 32 0 0 46.88' 46.88' 1l J 1261.68 T.C. 307.33 1261.18 F.L. 7 1261.68 T.C. 1 1261.18 F.L. V ,54w 00' _ 54.00' 0 0 `V \� `�\ 41 40 `\ \� STA 17+55.02 N47'23'51" E (RAD.) R°A STA 05+04.21 E.C. EAST LINCOLN LOOP ROAD STA ' STA 04+38.03 PLUMAS CT. C°�N N 14' 1632 W �C ��N 47 Ep,S STA 04+96.44 JOIN EXIST. N15-45'34 W RAD E.C.R. STA 17+03.95 B.C.R. N53' 14'58 E- RAD. CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER. 2�- CONSTRUCT RESIDENTIAL DRIVEWAY W=16' TO BE LOCATED IN THE FIELD. (D -CONSTRUCT CONCRETE SIDEWALK. 4�- CONSTRUCT 3" A.C. OVER 12" COMPACTED NATIVE. a-0 SINGLE 5,800 HPS STREET LIGHT. Q�oFESso� "ye No. 26229 LO r w 3/31/94 V I -OF C,����q` � 39 54.00' 0 33 O 10.8 4' 35 39 r v 1266)< �•i0 fir,''• 35. 9 2.35' U 37 /Y72 4 40, 47. 58' STA. 08+11.54 R.P. 35 b, 1262.75 1262.25 F.L, dy y / � _ f � 63 1 � �s 36 STA 07+51.54 B.C. PLUMAS COURT TRACT 13137-1 RECORD DRAWING Vie information on this drawing is obtained (wil others afid must be verified in the field by anyone prior to use or construction. HALL. & I"ORLMAN, II\1C. is not res;porisible foF underground facility locations or depictions. All above; ground facilities can be readily seen and verified by the parties that intend to I -Ise same. . , 1/ Z WO/1/C, PQM PSR � 1,0 pNa- 46.7 ADDED 1%5Z 0,170,0fxlW/�t/G /&v%THAr1z*;N' REVISIONS TANGENT TABLE 0 BEARING DISTANCE 1 N63' 18'00" E 1.12' 2 N 14' 16'32" W 137.00' 3 N75'43'28" El 10.00' PATH 044 P AWG• LC - 7 I DATE CURVE TABLE 0 DELTA RADIUS- ARC TANGENT A 08'07'52" 300.00' 42.57' 21.32' B 07'27'03" 318.00' 41.35' 20.71' C 36'52' 13" 62.00' 39.90' 20.67' D 253044'26 38.00' 168.29' ---- E 25'50'31 62.00' 27.96' 14.22' F 251024'54 38.00' 166.74' ---- G 45' 34'2 3 62.00' 49.31' 26.05' H 25050'31" 100.00' 45.10' 22.94' 1 01'29'02" 282.00' 7.30' 3.65' J 04' 17'36" 300.00' 22.48' 11.25) /Y72 4 40, 47. 58' STA. 08+11.54 R.P. 35 b, 1262.75 1262.25 F.L, dy y / � _ f � 63 1 � �s 36 STA 07+51.54 B.C. PLUMAS COURT TRACT 13137-1 RECORD DRAWING Vie information on this drawing is obtained (wil others afid must be verified in the field by anyone prior to use or construction. HALL. & I"ORLMAN, II\1C. is not res;porisible foF underground facility locations or depictions. All above; ground facilities can be readily seen and verified by the parties that intend to I -Ise same. . , 1/ Z WO/1/C, PQM PSR � 1,0 pNa- 46.7 ADDED 1%5Z 0,170,0fxlW/�t/G /&v%THAr1z*;N' REVISIONS TANGENT TABLE 0 BEARING DISTANCE 1 N63' 18'00" E 1.12' 2 N 14' 16'32" W 137.00' 3 N75'43'28" El 10.00' PATH 044 P AWG• LC - 7 I DATE SEE SHEET 5 STANISLAUS CT. RODGERS COURT Rt 0 10 Imo. 47867 M BORA CONSULTING 460 OUTH STODDARD AVE, STE 4 SAN BERNARDINO, CA 92401 (909) 388-4420 PHONE (909) 884-8183 FAX MQ� C®NSIjIL. -ff-n 1-4 (a JO SNELL RCE No. 47867 DATE 40' 0' 40' 80' 120' GRAPHIC SCALE: 1" =40' �% TRACT 13137-2 CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT ��i�� � �G/���/►��i1C`� G��v�.DRAWN BY STREET IMPROVEMENT PLAN SCALE: 0 R.W. DESIGNED BY PLUMAS CT. 8c RODGERS CT. HORIz.: ,°-40' 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 M M VERT. 1"=4'CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BY FROM STANISLAUS TO 11+38.51 DATE: PREPARED UNDER THE SUPERVISION OF: FROM E. LINCOLN RD. TO STA. 08+11.54 G � ^ �_ 8� JOB N0. APPROVED DR. N0. SHT. N0. `%/�Lc�Gc%t.e.lt �/teaf DATE I J9 C. HOGAN /- )F.C.E. 26229 DATE: 3825.137 iso INiHRIM CITY ENGINEER R.C.E. 25126 1 [S% 3 OF _z U � O CL C6 J QLi STANISLAUS CT.Ir- z SEE SHEET 5 � w O "� LO 7 '' 0 o � 8 I it III III o6 III ►� 6 + O �- N `O ro + 37 III I II -4I ��II + II O I �� � zn d 2 z - O III li�II I Qv 2 O V) 10.50 F_ STA 09+53.02 E.C.R. (II � m 1264.03 T.C. 10.86' 3. 8 �, 1263.53 F.L3 8 1 I II jl .1 4�. > •,; . .q. E)'N .34 T. 12 C j 2 1263s4f F.L. i 59 rc STA 10+00.00 RODGERS CT.-� I II 193 41- za `n 3 STA. 09+91.02 STANISLAUS III I I 00 I I L_ LO N X2 •29 r.c 4 1263.78 F� yp ?64 STA 10+29.02 B.C.R. I II III j y> w H 'p °- :• ti G 3 l2 1 II L.vy 1264.15 2519 T.C. 1?64T 29. f264.03 LO 1 I I � �'� ' 1263.65 F.L. %S • F35\_00ft �' I II I II w LA II I II I . cv O v 14.58' I M� m � 5.06 MV O LO o Q Q1 � �1 III o i Ckf n�1 O I I I III � I I I III ooh + o66 w III z III + o O 12 o o + 34 b 11 , 8' 18' 1171 � Q � � ��11 QoNo 4.5'-+ - -A . 4.5' bo z V) ' r- SEE SHEET 5 STANISLAUS CT. RODGERS COURT Rt 0 10 Imo. 47867 M BORA CONSULTING 460 OUTH STODDARD AVE, STE 4 SAN BERNARDINO, CA 92401 (909) 388-4420 PHONE (909) 884-8183 FAX MQ� C®NSIjIL. -ff-n 1-4 (a JO SNELL RCE No. 47867 DATE 40' 0' 40' 80' 120' GRAPHIC SCALE: 1" =40' �% TRACT 13137-2 CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT ��i�� � �G/���/►��i1C`� G��v�.DRAWN BY STREET IMPROVEMENT PLAN SCALE: 0 R.W. DESIGNED BY PLUMAS CT. 8c RODGERS CT. HORIz.: ,°-40' 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 M M VERT. 1"=4'CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BY FROM STANISLAUS TO 11+38.51 DATE: PREPARED UNDER THE SUPERVISION OF: FROM E. LINCOLN RD. TO STA. 08+11.54 G � ^ �_ 8� JOB N0. APPROVED DR. N0. SHT. N0. `%/�Lc�Gc%t.e.lt �/teaf DATE I J9 C. HOGAN /- )F.C.E. 26229 DATE: 3825.137 iso INiHRIM CITY ENGINEER R.C.E. 25126 1 [S% 3 OF