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HomeMy WebLinkAbout3139-7�0 Oj X � 00 pp'O p0 s _ s z SO. CAL. GAS CO. EASEMENT U v _ T S 63 .. T. I,�I /off 5 .00 CURVE DATA CURVE DELTA LENGTH RADIUS TANGENT ® o q J � 57.00' PRC o = i + Ckfrn <° o A 90'00'00" NYU Qp 45.00' 45.00' Q 64 �N 54' 25.00' 1 0 + 0' 0 .- 146.26' 27' 27 O 23-16'41" 23.16' U 11.74' © 93.32'59" 1 73.48' 45.00' 47.88' H k' 7 20' 20' ' .-8 NI a ^ o �I CLFARSPRING LN. 8 SEE SHEET 6 11 CURVE DATA CURVE DELTA LENGTH RADIUS TANGENT ® 25.15'52" 25.13' 57.00' 12.77' © 140'31'44" 142.26' 58.00' 161.67' G 90'00'00" 70.68' 45.00' 45.00' Q 90.00'00" 39.27' 25.00' 25.00' 0 14,V29'06" 146.26' 58.00' 181.11' O 23-16'41" 23.16' 57.00' 11.74' © 93.32'59" 1 73.48' 45.00' 47.88' H 93'32'59" 1 40.82' 25.00' 26.60' o EXISTING 41 WATER LINE ENT o S 1�i __ S N 41'49' 13" E 7 — — '60.00 — —_ — — — bU.055 �1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED 56 M JL 1 JV 53 5 Jit 3 } LO cU0 s } F t0 ? 04 co (n �+ + + o is + moi 62 c/) 8 u 8 uj H SIGN PER CITY STD.139. U U �p Sao 8 8 8 (0 + N (O TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. aI � LO N _N I_ S PROP. 8" SEWER��--� _ S lQ 16 — — 1.7 Lr 0 2 N 7 1 W 5 PROP. 8" WATER w �RRso N w T REVISION DESCRIPTION DATE I ENGR. I CITY I DATE (0-0.01 CONSTRUCTION NOTES �1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED 56 5 1 5 60.00 } op } LO cU0 s M q 2 J a t0 ? 04 co (n �+ + + { f f 62 INSTALL STREET LIGHT 8 8 8 REVISION DESCRIPTION DATE I ENGR. I CITY I DATE (0-0.01 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. R°` h �v LO 7' F 00, n Iq 5/4' 27' 27�I �-' ' 7 20' 20 u ' 7 1 FOREST. GLEN DR SEE SHEET 4 BENCH MARK: #8-17 CALTRANS BRASS CAMP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.20 MI. W/O SAN SAVAINE RD. . 2.65 MI. W ALONG HIGHLAND AVE.. FROM SIERRA AVE. ELEVATION: 1428.6090 17 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 26, T. 1 R. 6 W. SAN BERNARDINO MERIDIAN SHOWN AS N89'37'36"W ON A MAP FILED IN BOOK 88 PAGES 36-42, INCLUSIVE, OF SURVEY. RECORDS OF SAN BERNARDINO COUNTY CONSTRUCTION NOTES �1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 ) 60.00 60 --60. & GUTTER PER CITY STD. PLAN NO. 1003 O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 07 RAW GATE VALVE BOX TO GRADE PER CITY STD.109&130. O CONSTRUCT DRIVEWAY 59 { f f 62 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN Mo 3 uj H SIGN PER CITY STD.139. �p Sao ~ + 0 + ,- (0 + N (O U + Of Ln caCD ^ r- a ^ �U 8 8 g 8 11 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. R°` h �v LO 7' F 00, n Iq 5/4' 27' 27�I �-' ' 7 20' 20 u ' 7 1 FOREST. GLEN DR SEE SHEET 4 BENCH MARK: #8-17 CALTRANS BRASS CAMP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.20 MI. W/O SAN SAVAINE RD. . 2.65 MI. W ALONG HIGHLAND AVE.. FROM SIERRA AVE. ELEVATION: 1428.6090 17 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 26, T. 1 R. 6 W. SAN BERNARDINO MERIDIAN SHOWN AS N89'37'36"W ON A MAP FILED IN BOOK 88 PAGES 36-42, INCLUSIVE, OF SURVEY. RECORDS OF SAN BERNARDINO COUNTY Prepared Under The Supervision Of PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. DRAWN BY: 10601 CHURCH STREET , STE. 107 SC/S RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 DESIGNED BY: MCA 441w� Date �• �• o Z CHECKED B R.C.E. 62183 EXP. 9-30-05 MC CITY OF FONTANA, CALIFORNIA STREET PLANS TRACT NO. 15842 SCALE: CREEKSIDE DRIVE DAT sxowx TE: (FROM STA. 10+00.00 TO STA. 17+95.05) 03/11/02 APPROVED BY: t DRAWWNG NO.: '7-7��,� %� ��� `� �' � � 3139 7 7 girt CITY ENGINEER R.C.E. 51152 DATE z W IW 0 w 11 H W W N I N 00 In rY JASUMITTJR158421streetsist8.d%vc. 09(17/200208:11:27 AM. BL CONSTRUCTION NOTES �1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 ) 2O CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN NO. 1003 O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 07 ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD.109&130. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W = PER PLAN. O INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN NO. 1016 (SCE #7) 11 INSTALL STREET NAME SIGN PER CITY STD.139. Prepared Under The Supervision Of PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. DRAWN BY: 10601 CHURCH STREET , STE. 107 SC/S RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 DESIGNED BY: MCA 441w� Date �• �• o Z CHECKED B R.C.E. 62183 EXP. 9-30-05 MC CITY OF FONTANA, CALIFORNIA STREET PLANS TRACT NO. 15842 SCALE: CREEKSIDE DRIVE DAT sxowx TE: (FROM STA. 10+00.00 TO STA. 17+95.05) 03/11/02 APPROVED BY: t DRAWWNG NO.: '7-7��,� %� ��� `� �' � � 3139 7 7 girt CITY ENGINEER R.C.E. 51152 DATE z W IW 0 w 11 H W W N I N 00 In rY JASUMITTJR158421streetsist8.d%vc. 09(17/200208:11:27 AM. BL