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HomeMy WebLinkAbout3139-5cl INT. 10+00.00 -COLD CREEK CT. =5+35.58-CURTIS AVE. C S S�gEE`�p 3314 DysG` 14 OF CURVE DATA 8 8 8 ,/ 8 rn3 co 3 O Zo O �) M � + 9 + tO O vZ o SEE SHEET 6 1, t P q 5-'0 ?, c oo 54 Zp, 7 R 03 o48 c 47 N ® 45 Oo cn �, Zp' EC C� rn rn - R '� n 7�`n V Ak - L=56. -2` - -L`5 /W 44 Wo o gCR GS n w d�ls PROP. 8" SEWER - F I01. rofc -S5-lel D G C6 5 .. ? C7- 1 7 ,5L=i�fe72-06 V-11- W H 5 PROP 8" � ... YNATe -- R S sv F J L=62.86 ' w 35 -- -_ L�39,5� 36 9 CURVE DELTA LENGTH RADIUS TANGENT ® 139'46'47" 141.50' 58.00' 158.51' B 96'05'52" 75.48' 45.00' 50.06' C 96'05'52" 41.93' 25.00' 27.81' QD 87-33'01" 38.20' 25.00' 23.95' EO 92'25'50" 40.33' 25.00' 26.08' Q 25.21'52" 295.72' 668.00' 150.32' G 25'21'52" 287.75' 650.00' 146.27' H 25'21'52" 279.78' 632.00' 142.22' Q 26'31'31" 26.39' 57.00' 13.44' QK 253'21'06" 168.03' 38.00' 51.03' © 46'49"35" 46.58' 57.00' 24.68' M 16'25'35" 1 70.24' 1 245.00' 35.36' N 25'15'52" 1 25.13' 1 57.00' 12.77' 3 TOLL FREE -qlmwp-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE IMF ' © � Q(% cl 16'WY y3aF� 2 K 00 '0'6 0�$5 a ro U _0\� Q J � b 9°lp 9& 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. CONSTRUCTION NOTES V c9 o CONSTRUCT 4" AC PAVEMENT (MIN.) OVER N 3 $ NATIVE MATERIAL (SEE GENERAL NOTES 31 Q7 O 2� CONSTRUCT 6" CURB & GUTTER PER CITY � (o Z Q ' rn 0 SIDEWALK PER CITY STD PLAN NO. 1015 N Al ad Uj GRADE PER CITY STD.109&130. 39 d. APPROACH PER CITY 43 a �o _ ` s 42 i; 5,800 LUMEN PER CITY STD PLAN 41 18Sg =23.15J., Z +-�r g - P o A 6 M- Fes_ 5�o CRS 1 �9 23 \ TOLL FREE -qlmwp-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE IMF ' © � Q(% cl 16'WY y3aF� 2 K 00 '0'6 0�$5 a ro U _0\� Q J � b 9°lp 9& 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. CONSTRUCTION NOTES V c9 o CONSTRUCT 4" AC PAVEMENT (MIN.) OVER rrl NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 ) 2� CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN NO. 1003 Z Q ' rn 0 SIDEWALK PER CITY STD PLAN NO. 1015 a cv �- ADJUST MANHOLE OR ad Uj GRADE PER CITY STD.109&130. 39 .y� APPROACH PER CITY STD. PLAN NO. 102 ^, �+ ,�� �o QNOINSTALL T 5,800 LUMEN PER CITY STD PLAN 1016TREET(SCE LG Z +-�r g - P o A 6 M- O cp 3 oU Un O� U ^ 'D co O + in O M 1 N 8 F �CD r p Ir to P Q LP t n n rO 8 $ 8- U co O N y Q 8 LP oo O tt nn $ NOn $ 0VO 8 V0 Z z� COLD CREEK COURT TOLL FREE -qlmwp-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE IMF ' © � Q(% cl 16'WY y3aF� 2 K 00 '0'6 0�$5 a ro U _0\� Q J � b 9°lp 9& 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. BENCH MARK: #8-17 CALTRANS BASIS OF BEARINGS: BRASS CAMP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP IS TOWER LEG, 343' N/0 HIGHLAND AVE., THE SOUTH LINE OF THE NORTHEAST 1/4 .20 MI. W/0 SAN SAVAINE RD. 2.65 OF SECTION 26, T. 1 R. 6 W. SAN 0 0.W ALONG HIGHLAND AVE., FROM BERNARDINO MERIDIAN SHOWN AS SIERRA AVE. N8937'36"W ON A MAP FILED IN BOOK 88 PAGES 36-42, INCLUSIVE, OF SURVEY, ELEVATION: 1428.6090 RECORDS OF SAN BERNARDINO COUNTY Prepared Under The Supervision Of �� Nos Fy PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. DRAWN BY: w No. 62183 L 10601 CHURCH STREET , STE. 107 SCS RANCHO CUCAMONGA, CA 91730 Exp: 9-30-05 * PHONE (909) 948-1311 DESIGNED BY: s� �� MCA 9T C/Vt�- �� F�CAL- tFo �•�7• o Z CHECKED BY Date : R.C.E. 62183 EXP. 9-30-05 MC CITY OF FONTANA, CALIFORNIA STREET PLANS TRACT NO. 15842 SCALE: COLD CREEK COURT AT sxowN DATE: (FROM STA. 10+00.00 TO STA. 15+99.54) 03/11/02 APPROVED BY: f f DRAWING NO.: 5 i►t CITY ENGINEER R.C.E. 51152 DATE 31397 H Z W W O cr a H W W rn 1 N d' 00 J:ISUMITTJR15842\streets\st5.c1m. 09/17/2002 08:12:09 AM. BL CONSTRUCTION NOTES CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 ) 2� CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN NO. 1003 Q CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 O7 ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD.109&130. O8 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W = PER PLAN. QNOINSTALL T 5,800 LUMEN PER CITY STD PLAN 1016TREET(SCE LG 16 REMOVE BARRICADE BENCH MARK: #8-17 CALTRANS BASIS OF BEARINGS: BRASS CAMP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP IS TOWER LEG, 343' N/0 HIGHLAND AVE., THE SOUTH LINE OF THE NORTHEAST 1/4 .20 MI. W/0 SAN SAVAINE RD. 2.65 OF SECTION 26, T. 1 R. 6 W. SAN 0 0.W ALONG HIGHLAND AVE., FROM BERNARDINO MERIDIAN SHOWN AS SIERRA AVE. N8937'36"W ON A MAP FILED IN BOOK 88 PAGES 36-42, INCLUSIVE, OF SURVEY, ELEVATION: 1428.6090 RECORDS OF SAN BERNARDINO COUNTY Prepared Under The Supervision Of �� Nos Fy PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. DRAWN BY: w No. 62183 L 10601 CHURCH STREET , STE. 107 SCS RANCHO CUCAMONGA, CA 91730 Exp: 9-30-05 * PHONE (909) 948-1311 DESIGNED BY: s� �� MCA 9T C/Vt�- �� F�CAL- tFo �•�7• o Z CHECKED BY Date : R.C.E. 62183 EXP. 9-30-05 MC CITY OF FONTANA, CALIFORNIA STREET PLANS TRACT NO. 15842 SCALE: COLD CREEK COURT AT sxowN DATE: (FROM STA. 10+00.00 TO STA. 15+99.54) 03/11/02 APPROVED BY: f f DRAWING NO.: 5 i►t CITY ENGINEER R.C.E. 51152 DATE 31397 H Z W W O cr a H W W rn 1 N d' 00 J:ISUMITTJR15842\streets\st5.c1m. 09/17/2002 08:12:09 AM. BL