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HomeMy WebLinkAbout4203-2C) 04 Q a a �I 54.98' L.O.C. 50.00' VC ACFTRANSITION Iy PI= 1446.72 50.00' VG 4 4 4 4 v c, PI --1445. fib c C. 1450 RT 1�-->a a rc.> !�z S.) ca c.� Ul CN CA oQ . 14-a CN r --CO rte-- �"� F' Q �-- r .� '}`�j- mco to .-•. TA = 6.-' TAN= -1.31 TAN= -2.08,7),r N LO U r-. o n0 a) cc' a.y LO r W) `0- r r V - PROPOSED TOP OF CURB AT 20' RIGHT OF CENTERLINE 0#00 11+00 r0r) Qt} N} Z 0 6-1 i5 g Ln 12 co 5 CO ci c� �G,m.-g w ~ o���cD� qQ w ,00Lo cz 43 cn cot CN 981 IN N25' t 25' I 1 _ .--� ��`� � cz� r,00 CO "7 LU -j `z 5 C� 0 N Ui to � F- V Cry l I I 5LO Dov±��. v w 00 C14 U)-.,_,W� (:404I 7 a- Q- CL v o o i� 52 n g + CN c' � --- I�� -- A - - ._ N r j cv 1 00'0 W ` r. B ?0 ..:, 3 5.2 D'A -LULOT 6 � � I I r-- 10PROPOSED 1+43.21 FGR ' ` � I I C) 11 �, w as ti.A 1446.80 TC 6 FIRE HYDRANT C$ cn co a-.. e.._ it v C.>6 10+44.86 BCR I( I I c.) CN I I; I I ^ •-: W �- N �•, r- 1 2 32 � 1447.10 7C I II II45 �In'©4 1i �aoo� 2O 82 w� CN VL + WALNUR"T AVENI ir LOLEANDRO DRIVE PER CITY DWG NO. 3698 g SEE SHEET 4 ._..... T0LL FREE - "`w 1-800-227-2600 A PUISLIC SERVICE: BY UNDERGROUND SERVICE ALERT I) 5 TAHOE WAY 32.03' ..--- LOC co a. N LO v c 36.88' 47 LOC- - - -7-� 0 OL M 33 3 1y N i A) /. Loc SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE QTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT 48 14+54.27 RP 1453 97 FS W REVISION DESCRIPTION � U 'n 46 0047 1 (AD N p nr+ p CN U") W� � ori .- C cn w ct w �- 4 10.90 CL LOC PROPOSED 8" WATER BY OTHERS c�i o? Loc SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE QTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT 48 14+54.27 RP 1453 97 FS W REVISION DESCRIPTION 12 87. LOC DELTA C cn � 2 A ^cn ac w � C'4+ UJ� ~ c�i o? co .-- e 10,+41 LO Q nLO 00*06+F4! �ca CALLj 320.00' 13.18' z P 112 o V --w- - 44 6 � E 300.00' 13'03'58" 68.41' cn, m O 4J - - 92.11 ' - a00j' o � G CW Loc SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE QTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT 48 14+54.27 RP 1453 97 FS W 2 12 87. LOC DELTA C cn � 2 A ^cn ac w � C'4+ UJ� ~ c�i o? co .-- e 10,+41 LO Q nLO 00*06+F4! �ca CALLj 320.00' 13.18' z P 112 o V --w- - 44 6 � E 300.00' 13'03'58" 68.41' cn, m O 4J - - 92.11 ' - a00j' o � G CW L^ N + 37.50' 23.29' - ....� cn o =� 25.03' - 1 318.00' CLQ n 24.38' - 300.00' CLC 68.41' 34.36' 10+00.00 CL SAN BRUNO COURT =ft .._. 13+46.45 CL SAN. LEANDRO DRIVE a 4 R.Q ,ar 1 LEGEND mCO C- C? 0)p KN3, e- C* INDICATES PROPOSED A.C. PAVEMENT SAN LEANDRO DRIVE � 4:� �� SEE SHEET NO, 4 r- T!_ NOTE: DRIVEWAY LOCATIONS SHOWN HEREON ARE APROXIMATE FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE BEING NORTH 89'58'16" WEST AS SHOWN ON TRACT 15572, RECORDED IN MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY. ORIGINAL BENCHMARK PREPARED FOR: CITY OF FONTANA BM -361 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER YH CITRUS LLC OF BASELINE AVENUE AND SULTANA AVENUE. 10370 TRADEMARK STREET ELEVATION: 1365.01, SINCE DESTROYED RANCHO CUCAMONGA, CALIFORNIA 91730 SITE BENCHMARK (909) 291-7600 SW CORNER, SEC. 31, TAN., R.5W:, S.BM.-2- I.P. FAX (909) 291-7630 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. GRA7I41t 135�b GRAPHIC SCALE 40 0 20. 40 80 �/(�!f�[ fEET) 1 III -40 Fri A Prepared By �LL�.�1] EN�I�E�FIIN� Civil Engineering Land Surveying - Land Planning -'y 6253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (90) 35 -1795 1Zee David S. Hammer, A.C.E. 43976 Dat (expires 6/30/2007) 40 6 tOC ,m 2 vow - w�2 87. LOC DELTA [T � OC N 2 A ^cn ac w � C'4+ UJ� ri i c�i o? co .-- 13'03'58" 10,+41 LO Q CV'10- I* __j i n 320.00' 13.18' C) P G11r D LOC - � GRAPHIC SCALE 40 0 20. 40 80 �/(�!f�[ fEET) 1 III -40 Fri A Prepared By �LL�.�1] EN�I�E�FIIN� Civil Engineering Land Surveying - Land Planning -'y 6253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (90) 35 -1795 1Zee David S. Hammer, A.C.E. 43976 Dat (expires 6/30/2007) 40 6 tOC ,m CURVE & UNE TABLE vow - w�2 M wo�U- DELTA 38 N BEARING A - ac w � C'4+ UJ� ri i 500'00'48"E co 280.00' 13'03'58" 63.85' 32.07' - C 320.00' 13.18' 72.97' P PROPOSED 8" WATER D LOC - 27.94 BY OTHERS S13'03'10"VV E 300.00' 13'03'58" 68.41' 34.36' -- F GRAPHIC SCALE 40 0 20. 40 80 �/(�!f�[ fEET) 1 III -40 Fri A Prepared By �LL�.�1] EN�I�E�FIIN� Civil Engineering Land Surveying - Land Planning -'y 6253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (90) 35 -1795 1Zee David S. Hammer, A.C.E. 43976 Dat (expires 6/30/2007) 40 6 tOC ,m CURVE & UNE TABLE w�2 M wo�U- DELTA 38 N BEARING A - ac w � C'4+ UJ� ri i 500'00'48"E co 280.00' 13'03'58" 63.85' 32.07' - C 320.00' 13.18' 72.97' P PROPOSED 8" WATER D LOC - 27.94 BY OTHERS S13'03'10"VV E GRAPHIC SCALE 40 0 20. 40 80 �/(�!f�[ fEET) 1 III -40 Fri A Prepared By �LL�.�1] EN�I�E�FIIN� Civil Engineering Land Surveying - Land Planning -'y 6253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (90) 35 -1795 1Zee David S. Hammer, A.C.E. 43976 Dat (expires 6/30/2007) 40 6 tOC ,m J • rI I \�� CONSTRUCTION NOTES (D -CONSTRUCT 4" AC PAVEMENT MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32 3 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' 5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, WIDTH & TYPE AS SHOWN ON PLAN 6 CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 7 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=16' UNLESS NOTED OTHERWISE CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. 3004 (WIDTH AS SHOWN ON PLAN) 10 INSTALL 5800 LUMEN HPSV (70 WATT; J7) LUMINAIRE PER CITY STD. PLAN NO. 404 11 INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003 12 INSTALL STREET' SIGN PER CITY STD. PLAN NO. 4003 13 BUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 ESS CITY CSF FONTANA CALIFORNIA Q VEMENT PLAN STREET IMPRQ s' DRAWN BY: SCALE: AE TRACT NO. 17884 AS NOTED No 43970 a M Exp. 6/30/07 DESIGNED BY: ���� W SAN �RUNO COURT DATE: ' ML AUGUST 2006 �pp-Y C I V I I- �Q CHECKED BY: AP OV D DRAWING NO.: vF F o DATE: /-/7-07-2 CALF mI .�M- CITY ENGINEER R.C.E. 51152 4203 a Room- M.\dwg\15935\F1NAL 0ESIGN\STREETS\17884-ST02.dwg CURVE & UNE TABLE RADIUS DELTA LENGTH TANGENT BEARING A - - 0.39' - 500'00'48"E B 280.00' 13'03'58" 63.85' 32.07' - C 320.00' 3'03'58" 72.97' 36.65 - D - - 27.94 - S13'03'10"VV E 300.00' 13'03'58" 68.41' 34.36' -- F - - 92.11 ' - SIXON 10"W G 25.00 85056'43" 37.50' 23.29' - H 25.00' 90'04'21 " 39.30' 25.03' - 1 318.00' O8'46'06" 48.67' 24.38' - 300.00' 3'03'58" 68.41' 34.36' - K 282.00' 13'03'58" 64.31' 32.29' - L - - 49.91' - N00'00'48" W M 112.00' 16' 15'37" 31.78' 16.00' - N - - 50.00 - N 16.14`49'E 0 - 50.00' - N16.16'24"W 38.00' 212'31'13" 140.95' - - Q 4.65 -- N05'22'14"E R - - 1.37' - S05'22'14"W S 318.00' 05'23'01" 29.88' 14.95' - T 300.00' 5'23'01 " 28.19' 14.10' - U 282.00'05'23'01" 26.50' 13.26' - - - 82.62' - N00'00'48 "W W 35.00' 1 9900'00" 1 54.98' 35.00' - J • rI I \�� CONSTRUCTION NOTES (D -CONSTRUCT 4" AC PAVEMENT MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32 3 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' 5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, WIDTH & TYPE AS SHOWN ON PLAN 6 CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 7 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=16' UNLESS NOTED OTHERWISE CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. 3004 (WIDTH AS SHOWN ON PLAN) 10 INSTALL 5800 LUMEN HPSV (70 WATT; J7) LUMINAIRE PER CITY STD. PLAN NO. 404 11 INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003 12 INSTALL STREET' SIGN PER CITY STD. PLAN NO. 4003 13 BUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 ESS CITY CSF FONTANA CALIFORNIA Q VEMENT PLAN STREET IMPRQ s' DRAWN BY: SCALE: AE TRACT NO. 17884 AS NOTED No 43970 a M Exp. 6/30/07 DESIGNED BY: ���� W SAN �RUNO COURT DATE: ' ML AUGUST 2006 �pp-Y C I V I I- �Q CHECKED BY: AP OV D DRAWING NO.: vF F o DATE: /-/7-07-2 CALF mI .�M- CITY ENGINEER R.C.E. 51152 4203 a Room- M.\dwg\15935\F1NAL 0ESIGN\STREETS\17884-ST02.dwg