Loading...
HomeMy WebLinkAbout3438-4SCALE IN FEET 0 40 80 120 160 STAR CREST WAY CONSTRUCTION NOTES SEE SH T. 2 SCALE: 1 " = 40' H p '4 2 CONSTRUCT 4 AC PAVEMENT (M/N.) OVER 12 OF 95Z COMPACTED 18 O NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) ' I 87 10 86 85 � 84 83 82 81 0 80 1 88 11 z Z N^ I t�4 CONSTRUCT 6 CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 v 14 18 18 18 18 15 18 18 18 18 °O 3 v I I m m o �o o �, 18 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY SID PLAN N0. 1015 cn Z �� m v + 79 64 ! oo ^ ,, o N c 0 3 o v� r� II II 1► 4 �" c� �i ° 10 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 Til 201 I1 oi' 1K + o N ~ 0 3 °j o0 0o N o o � °' o d' °' �' �; o ° CASE PER DETAIL ON SHEET 9 rli I I I N p �n o 0I o coo ^ v II cn t N cV o r� rrjC\j +3 + + N N ' 11 CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. SID. PLAN w + p ^ V p p N + r.� ^ �,� ^ 2 p + C:) ^ p ^ O I 300-2, "W" PER PLAN PROP. R/W 9 N ^ m ^ o o U - . 5 12 ADJUST MANHOLE TO GRADE PER CITY STD. 109 :. _ _ - - - : ; .. , 5.. 1 �G ST ADJUST VALVE TO GRADE PER CITY SID. 130 10+00.00 WINTER NIGHT CT I 12 rc 2 14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 =13+23.89 STAR CREST WAY I � ; 1 �o� 4 0 . 61� PROP.B "SEWS, 6 4. L=24.18' y �: ,._ , II 1-\ f- t5t ' S1�1' —f- _ S14 f}0 {--_------ ti 15 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE /7) �--�— CL DWY. - - - - - 1 6 T PROP.B "WATER _ 18 %. �, 10+02.00 WINTER NIGHT CT. -- - --- _e;. jt - _ �_ ¢ 2 qGN . 4._ W-16 p J' 16 EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS 19 CL1E� PROP. $D ' N SII �r ,. 78 i =13+23.89 STAR CREST WAY - -- _ _;� V _ " 16+ 17.94 RAD. PNT. ^• — SAWCUT AND REMOVE EX/SITNG A C PAVEMENT ers ., E2 CL STREET � Ko 36531 '' tx�`, ' • „ - L'i l 18 CONST. DRIVEWAY PER CITY STD. PLAN NO. 103 (W PER PLAN) . TR. BNDRY. ^00 II II m m �'1P't` 19 INSTALL Rl STOP SIGN W/LIM/T & -STOP- LEGEND PROP. RfW t' ,,� 3 0 ^ II \ �� L=15.$2' " ` PER CITY SID. PLAN N0. t39 � N 0) i I r1 cd o o p `° W \gyp +� N cVcV II I 4/Mrd Q R1 0 3 ^ �� V ^ + a; + �►� + + o N VAS u� CZ to 9 0, RECORD DRAWING 77 112'11 18') 18 + 18 18 15 18 18 N p ( I 18 I 73 74 75 18 76 THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN I-IF� 13 14 15 16 I I PART, ON THE BASIS OF INFORMATION COMPILED AND ^ / FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 5 I RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH STAR CREST WAY SUMMERSET STREET HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS SEE SH THEREOF. T. A RESULT SEE SHT. 5-.. . LINE TABLE LINE BEARING LENGTH Ll N 1631 '02 "W 50.00 L2 N 16.00' 11 "E 50.00 TOLL FREE © 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WINTER NIGHT COURT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ISHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT RECORD DRAWING !(A4 i�r 167 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: # 615 CURVE TABLE THE BEARING OR N 89'40'40- E ALONG THE RAILROAD SPIKE AT INTERSECTION OF CURVE DELTA RADIUS LENGTH TANGENT Cl 16' 15'36" 112.00 31.78 16.00 C2 212.31'13" 38.00 140.95 130.29 C3 16`1537" 11200 31.78 16.00 C4 89.5758" 30.00 47.11 29.98 C5 90.02'02" 30.00 47.14 30.02 TOLL FREE © 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WINTER NIGHT COURT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ISHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT RECORD DRAWING !(A4 i�r 167 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: # 615 BASIS OF BEARINGS: THE BEARING OR N 89'40'40- E ALONG THE RAILROAD SPIKE AT INTERSECTION OF SOUTH LINE OF SECTION 30, CITRUS AVENUE AND LOS CEDROS TOWNSHIP 1 NORTH, RANGE 5 WEST, AVENUE, IN POWER POLE NO. 9011E SAN BERNARDINO MERIDIAN, AS SHOWN ON ON THE EAST SIDE OF CITRUS AVENUE. TR. NO. 15908, FILED IN BOOK 271, PAGES 34 THROUGH 39 OF MAPS, WAS USED nEVA1ION; # 1467.59 rS THE BASIS OR BEARINGS FOR THIS MAP. Prepared Under The Supervision Of QRS PREPARED IN THE OFFICE OF de Jest oF.y MADOLE AND ASSOCIATES, INC. ���� w Co,N65195 10601 CHURCH STREET, STE. 107 C$ y * RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 ,, Expi 9-30-05 Q �9r CIV eCFCAl1F� Date V-Z'P-oy RCE 65195 EXP. 9-30-05 CITY OF FONTANA, CALIFORNIA S TREE T /MPR 0 VEMEN T PLANS DRAWN Y- CC TRA C T 16363 DESIGNED BY: �*INTER lyllld T COURT MJG P - D BY: I APPR01(ED BY -. BY-.// // / / /I MJG/LP .� / l Y .C.E. 51152 DATE SCALE: 1 "-40' DATE: NOV. 2003 DRAWING NO.: 4 3438 9 J W JA685-1650\streets\st04.dwg, 04/29/2004 01:56:05 PM, cc