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HomeMy WebLinkAbout3471-2tL rrriJ 10+00 * CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR START OF CONSTRUCTION. CONSTRUCTION NOTES O1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 957 RELATIVE COMPACTED NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32) O2 CONSTRUCT 6" CF CURB & GUTTER PER CITY STD. PLAN NO. 1003. O3 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 MODIFIED TO 8' WIDE. ® CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 MODIFIED TO 10' WIDE. 0 O5 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102/ - W = 16' UNLESS NOTED ON PLAN. 12+46. i1 �EX. 4,' ® INSTALL STREET LIGHT 5800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7) O9 INSTALL STREET NAME SIGN PER CITY STD. NO. 139. INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND PER CITY STD 139 11 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. 1� SAWCUT & REMOVE CURB, GUTTER & AC PAVEMENT 13 CONSTRUCT 5 1/4" A.C. PAVEMENT (MIN,) OVER 12" OF 957 RELATIVE COMPACTED NATIVE MATERIAL. 14 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER APWA STD. DWG. 313-1 CASE B W=14' PER DETAIL ON SHT. 4. STORM DRAIN CONSTRUCTION NOTES �0 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2 DETAIL ON SHT. 4 �1 CONSTRUCT 24" RCP , D -LOAD PER PLAN. �2 CONSTRUCT PIPE TRENCH, AS REQUIRED, PER CITY OF FONTANA STD. DETAIL 131. © CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN 300-2 PER DETAIL ON SHT. 4. �4 POTHOLE EXISTING UNDERGROUND FACILITY, VERIFY EXISTING ELEVATION AND LOWER EXISTING PIPE AS NECESSARY BEG STA, L-10+00.70 C) C=27 i B=24 1 D=42" PROP.8" EWE NI i I Z4�,L rri! x II v J N3 = i 17' -, SIERRA LAKES PARKWA Y LINE TABLE LINE LENGTH BEARING Ll 50.00 N4256'40"W L2 41.04 N25 2656 "W TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 10+00 11 + DCI PLAN 1"= 40' 112+00 EXIST C & G IN KIND W Im SCALE IN FEET 0 40 80 120 160 z c r U `mss r FUR S" -0CYT-7 Eivut;'r�tCi: RESPONSIELE FOP ANY ER -R.3 Gtii .� HAVE PEEN fNCORPORATED INTO THED&U'mi:NTS AS A RESULT THEREOF. k J REVISION DESCRIPTION cm W �Q r�,: No 366737 Eau y 'e DATE ENGR. CITY DATE ''Ct SHT 3 P L-0 AY 13+00 PAGE 14+00 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 CITE( ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 15+00 / // ,/ h I %% A :\ SPY GLASS COURT SEE SH T. 3 16+00 DRIVE BENCH MARK: # 615 CURVE TABLE CURVE DEL TA RADIUS LENGTH TANGENT Cl 207'46'18" 38.00 137.80 153.71 C2 27*46'18" 107.00 51.86 26.45 C3 90 00'00" 25.00 39.27 25.00 C4 8038'28" 35.00 49.26 29.70 C5 107634" 107.00 19.19 9.62 C6 10171'36" 60.00 105.97 73.04 C7 20'17'03" J22.5 114.17 57.69 C8 803828" 55.00 77.41 46.68 C9 90 00'00" 30.00 47.12 30.00 BEG STA, L-10+00.70 C) C=27 i B=24 1 D=42" PROP.8" EWE NI i I Z4�,L rri! x II v J N3 = i 17' -, SIERRA LAKES PARKWA Y LINE TABLE LINE LENGTH BEARING Ll 50.00 N4256'40"W L2 41.04 N25 2656 "W TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 10+00 11 + DCI PLAN 1"= 40' 112+00 EXIST C & G IN KIND W Im SCALE IN FEET 0 40 80 120 160 z c r U `mss r FUR S" -0CYT-7 Eivut;'r�tCi: RESPONSIELE FOP ANY ER -R.3 Gtii .� HAVE PEEN fNCORPORATED INTO THED&U'mi:NTS AS A RESULT THEREOF. k J REVISION DESCRIPTION cm W �Q r�,: No 366737 Eau y 'e DATE ENGR. CITY DATE ''Ct SHT 3 P L-0 AY 13+00 PAGE 14+00 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 CITE( ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 15+00 / // ,/ h I %% A :\ SPY GLASS COURT SEE SH T. 3 16+00 DRIVE BENCH MARK: # 615 BASIS OF BEARINGS: E EAST UNE OF SECTION 30, TOWNSHIP 1 RAILR04D SPIKE AT INTERSECTION OF NORTH, RANGE 5 WEST, SAN BERNARDINO C17RUS AVENUE AND LOS CEDROS WERIDAN, SHOWN AS NW27.43-W ON AVENU& IN POWER POLE NO. 9011E TRACT AMP 15908 RLED IN BOOK 271, ON THE EAST SIDE OF CITRUS AVENUE. PAGES 34 THROUGH 39, INCLUSIVE OF ELEVATION: # 1467.59 RECORDS OF SURVEY, RECORDS OF SAN NO COUNTY. Prepared Under The Supervision Of PREPMEDD ON THE OF RCE OF HAMILE MD A38000ATM 0NC. No. 62183 N 10801 CHURCH STREET, SM. 107 RANCHO CUCAMONGA, CA 91730 �y Exp1 9-30-05 * PHONE (909) 948-1311 FOFCALIF� Date : (1 `IP RCE 62183 EXP. 9-30-05 17+00 I SPACE 40 00 BROADMOOR WAY �Q c � f5' PUE EC 0.770 TC, 80.20FL CITY OF FOo NTANA, CALFORMA STREET PLAN AND STORM DRAIN DRAWN BY JV TRACT 16099 & 16099-1 scA AS SHOWN DESIGNED BY: B AGED E,& STORM DRAIN DATE 12-02-03 MN CHECKED BY:'7 BY DRAWING NO.: 2 MN Z `° 3 3471 4 CI ENGINEER R. .E. 51152 DATE J:\826-1175\streets\st02.dwa. Plot. 12/04/2003 02:59:57 PM. 1s