Loading...
HomeMy WebLinkAbout3033-14` ` F3� �i00 U--- •-) 00�� "J\__//:e_--N �000 .- c� M^ ^ F- � 1 N- cd �i,.�_oo ^• rn N O G �3♦39 -ui°°� i `�' o o� coin o �.- wG • ~, -0000-- ;'cc cv PO O + 5 0 g r -= - W - N1n �� + t�0t0 6 n x R`4f` . N;131 '�•Q \\ }'�' ` q, _ - •''" -! 3 a - Htz QRO'�� y \\ o�x �` o� i ._ _ _ 10 0o IN54'05'38'W- : = - _ %1 W H \\ �(t��, �C, . • - f 20.25FL ♦� AT RIGHT $ _ �7+ -V ,. _ S _ U W LO f, - .� 3 • \\ \ B Fn 'oN��'� ' G 21.56 TC D 22.56 TC "' M �' 23.02T CURB FACE 20 \ �fc •� ��` 2 TIER LINE - a o x •♦ ! ,' C 0.75 TC 21.89 FL 22.35FL *FS1516.10 FS � 20 2� \, o o� P� 8.80TC 1 S - 20.08Fes- e e > > 1 .65TC c^'o n 18.13 FL F' DETAIL A -CB 26A 5e' o. �2Ir s ^� .� \\ �� cn 8.4#cli NTS `;� \ x9l'7 9 .���' 17 FL 18.7$fC _� Co , vi o L - - 4.44' �Ok Z 17.65 T \. \ �cs y$ ,• s� H 8.11 ao m M Jd m �� j i s v EC 17.15FL 7.19Y 15 �' -�' rr'o_ 17.9 = - ,,,,.� v o o -- 00 1516.04 FS 1516.11 FS �� I � M ~ W PRC S 1 .69 FL •.' `' �0 7. 5 �W ocWi� w NL TIER LINE 17.39 T - - o .n CURB FACE ' • : _ , 5 `�O-+� - - o N + + L� 16.89 FL += '= =:. 6 82TC K s�xo� �+ o ao o ^ N rn o e� r� f� CL INT00 4 F '� . ?�� 'g o 186+69.72 BEECH AVENUE \ BEECH AVENUE '° �' o = 10+00.00 CURTIS AVENUE M N M v ao V U p�G L - a, o� �'� gj mac► ��' SEE SHE M 1� N II re) - rpt �. .p 'D N �� N ��' N ►v -L- N �LL- CN °rp '� rp0"5 moo .j� �o �� R�COr217 DZAW 110G ► 31 9c ► '`�Q'A CO' Q RpitftNElS�S /0 W 0 W ^^ mW W W N (.6d C6 N ccN N coLTN co CO to ��L- L- --O r +O LL - O cc CURTIS AVENUE 2.5' 1 10.0' 1 2.5' 6.45' W No. 31681 OC OC OC OC I INT DETAIL "B>> -CB #266 535.58 CURTIS AVENUE a NOS: J+ Com/ v LEGEND NTS = 10+00.00 COLD CREEK COURT 9 SOME GRADE ELEVATION VALUES ARE rgIFOF ABBREVIATED. WHERE AN ABBREVIATED BC BEGIN CURVE LP LOW POINT NEW PAVEMENT ELEVATION OCCURS, ADD 1500 TO THE BVC BEGIN VERTICAL CURVE MVC MIDDLE OF VERTICAL CURVE - SAWCUT do REMOVE VALUE TO OBTAIN THE ACTUAL ELEVATION. 3/0 2/6 BCR BEGIN CURVE RADIUS PCC POINT OF COMPOUND CURVE EXISTING PAVEMENT CB CATCH BASIN PCVC POINT OF COMPOUND VERTICAL CURVE CL CENTERLINE PRC POINT OF REVERSE CURVE REV RECON DESCRIPTION DATE ENGR. CITY DATE EC END CURVE R/W RIGHT OF WAY CSHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ECR END CURVE RADIUS SL STREET LIGHT I lwbo1?D V11101) .NCS ESS/0 EL'Y EASTERLY TC TOP OF CURB COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CO THUR EP EDGE OF PAVEMENT W LY WESTERLY '�FV EVC END VERTICAL CURVE V VERTICAL DEPTH SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Q �o m FL FLOW LINE (45INDICATES EXISTING ELEVATION THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EXNpi FS FINISHED SURFACE 450.00 INDICATES PROPOSED ELEVATION 2/31/04 GB GRADE BREAK S WATER LINE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ��q CIVIC Q HP HIGH POINT S SEWER LINE lF OF Cm - INT INTERSECTION SD STORM DRAIN LINE STANDARDS IN EFFECT. 0❑ 1:117& Inc.In C 131:117 A Civil Engineering " Planning • Surveying " Public Works DRAWN BY - 1152 N. Mountain Ave. Ste. 100 " Upland, CA 91786-3669 " 909-982-7777 REF PREPARED UNDER THE SUPERVISION OF: DESIGNED BY - CHECKED BY- REF HAROLD A. GARCELON R.C.E. 31681 DATE: RDC 40 0 40 80 1 "= 40' iiiia scale feet CITY OF FONTANA, CALIFORNA SUMMIT HEIGHTS 11 STREET WnOVENENT PLANS ClJR, AVENIX �35.54 T CH AVENUE APPRQ BY:\ �p ! It lO Z CITY ENGINEER R.C.E. 511 2 DATE: 1 "= 40' o 00 TE: CN 10-26-01 G NO.: 14 co N O 14 a CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT C 3416'43' 215.38' 360.00' 111.02' D 07 30'43" 42.74' 326.00' 21.40' E 17'20'29" 90.80' 300.00' 45.75' F 19'33'51' 102.44' 300.00' 51.72' G 16'56'13" 114.70' 388.00' 57.77' H 05'38'30" 34.56' 351.00' 17.29' 1 08'28'20' 93.75' 634.00' 46.96' 0828'20" 96.70' 654.00' 48.44' K 05'35'19" 65.74' 674.00' 32.90' L 17'05'41" 17.01' 57.00' 8.57' M 14'31'42" 70.49' 278.00' 35.44' N 180'00'00" 9.42' 3.00' - 0 1227'23" 21.74' 100.00' 10.91' P 03 39'38' 17.63' 276.00' .82Q 8.82- Q 180'00'00" 3.14' 1.00' - R 01'35'19" 2.77' 100.00' 1.39' S 2515'52" 25.13' 57.00' 12.77' T 96'05'52' 41.93' 25.00' 27.81' U 96'05'52" 75.48' 45.00' 50.06' V 139'46'47' 141.50' 58.00' -158.41' 0❑ 1:117& Inc.In C 131:117 A Civil Engineering " Planning • Surveying " Public Works DRAWN BY - 1152 N. Mountain Ave. Ste. 100 " Upland, CA 91786-3669 " 909-982-7777 REF PREPARED UNDER THE SUPERVISION OF: DESIGNED BY - CHECKED BY- REF HAROLD A. GARCELON R.C.E. 31681 DATE: RDC 40 0 40 80 1 "= 40' iiiia scale feet CITY OF FONTANA, CALIFORNA SUMMIT HEIGHTS 11 STREET WnOVENENT PLANS ClJR, AVENIX �35.54 T CH AVENUE APPRQ BY:\ �p ! It lO Z CITY ENGINEER R.C.E. 511 2 DATE: 1 "= 40' o 00 TE: CN 10-26-01 G NO.: 14 co N O 14 a