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HomeMy WebLinkAbout3033-7SIERRA ----- CURB FA �r�lFof CAl.1F�! ROSS WAY C/L INT. CURB FACE LAKES c INT. 1770+33.14 LYTLE CREEK RD. GUTTER Q J C/L INT. J PER TRACT 15844 J GUTTER UNE PARKWAY J 1 4+96.59 LYTLE CREEK RD. / w 11 U 1667+07.12 LYT1F CREEK RD. 11 m o IMPROVEMENT PLANS o =11+73.00 ROSS WAY 1495.48 1495.69m J v, =23+18.26 SIERRA LAKES PKWY 1506.66 FS �( UNE 15os.s2 Fs 3 0 Z =o �, a OFFSET 15.80 L LO DWG �� g 9 F$ SEE SHEET 13 a Y _N J J Ln ' Ln to » 8 9 Q C.9 J � �t J ♦ . LO F- J W O J J F-- � O- h- 11 tt " v ��- .� O Lr o W w � of W N DETAIL A � + W + w J Q DETAIL B O N O U O U n N I N U O O O + U O N cr NOT io !GALE (1485.5) to w LL LL_ m o Q N W o Li r` oQ o o W n mp l� I �<L N- WZ W , m0 OZ p J tG �_ OI O o L6� N�WO _ _ �O O �MtVtG O 00N �`' NG A o I-' / \ �` I Icy ( 22' 22' rn m N_> `�' h r \ - �� I I N M f -m L�, w W + t\ - C')�I Il 0 - `nom _cwntroo �� r J J J \ _ _ ♦ O ♦ LL = \ - N N 404o O W U ♦ N j� x � l ") TFR ^� r���� +> > J,486. + J JO + .��JJ JJ ( ) EXIST. 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(n - 12 12 ,. � 0 � 2 W © W _ Z � 1487.47 EP -- 12 28 1i 28 - _ - - �/� Za - - - • „ - - - 28- - to - - �- -- -- - -- - -- -- - - i 138 J w EX T DAYLIGHT ' M m / - 1®; A -EP- V 5 EXIST R EXISL EP CONSTRUCTION NOTES EDGE OF SHOULDER EXIST. EP �^, EXISTING R EXIST. EP o I o .� EDGE OF SH U)ER EXIST. EP SI11NG /W 5 o I T F- 2.1 SLOP MAX v U . W rn a Ln ,�, ao Ln Ln L m 17(o t 3 . v� EJC•Y �r-MAIN • W FUTURE R/W Ln I FU RE R W z FUTURE R 2 CONST 8 CURB & GUTTER PER CITY STD PLAN NO. 1003 rn ENv / Q rn GRADE EXISTING a DRAINAGE DITCH • LO "r '* o N f,� �♦ FR(IS • i h� 4 CONST 8 TO 6 CURB do GUTTER TRANSITION PER q1Y STD PLAN N0.1003 + o v�o v� °B'l5E L� i LO NOT APPRoy� D P T� � a o TO DRAIN TO o CURB dt GUTTER 5 CONST 4' PCC SIDEWALK PER CITY STD PLAN NO. 1015 zo ^ o -- ' "o `� o V o + 0- M .� Q �� L� suBsec-r To Rcvis�au ; �, o� W r` + 6 -CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN N0. 1006 + to �N No O ^o �� �v� .� � 88 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN NO. 300-2 (W=PER PLAN)C14 11- co v CONST LOCAL DEPRESSION PER CITY STD PLAN NO. 121 (W=PER PLAN) o X - - L T I L[Z %aF1C:C:r\ F1 x •^- x + 2 MAX 11 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD PLAN NO. 1016 (SCE f10) ``' LEGEND LP LOW POINT EXIST. CHAINUNK FENCE MVC MIDDLE OF VERTICAL CURVE 12 SAWCUT do REMOVE EXISTING PAVEMENT Q ECR END CURVE RADIUS AT R/W. .. 4 INDICATES EXISTING ELEVATION 14 SAWCUT do REMOVE EXISTING CURB BC BEGIN CURVE PCC POINT OF COMPOUND CURVE j 5000) • �Y .ELY _EASTERLY 20' 1o' S' 20 CONST 4 1/2' AC PAVEMENT (MIN) OVER 12' COMPACTID NATIVE MATERIAL BVC BEGIN VERTICAL CURVE EP EDGE OF PAVEMENT PRC POINT OF REVERSE CURVE 450.00 INDICATES PROPOSED ELEVATION 5 PCC SW `' BCR BEGIN CURVE RADIUS EVC END VERTICAL CURVES ` R/W RIGHT OF WAY W WATER UNE (SEE GENERAL NOTES 31 do 32) Q CB CATCH BASIN FL FLOW UNE S SEWER UNE W'LY WESTERLY 1 m � 21 CONST 4' AC PAVEMENT (MIN) OVER 12' COMPACTED NATIVE MATERIAL 1 _���,og`�, t SD STORM DRAIN UNE V VERTICAL DEPTH GAP � q_ CENTERLINE FS FINISHED SURFACE rn N (SEE GENERAL NOTES 31 & 32) Q f' - NEW PAVEMENT DWY DRIVEWAY GB GRADE BREAK _ SL STREET LIGHT Q c6 CID2 PCC CURB 23 INSTAL_ 4' AND 6' IRRIGATION SLEEVE 2 ' ` L ''� SAWCUT do REMOVE CL ~ z co Go do GUTTER 26 CONST BARRICADE PER CITY STD 118 LL� E EDISON UNE HP HIGH POINT T TELEPHONE LINE EXISTING PAVEMENT -- r- 12X EC END CURVE INT INTERSECTION TC TOP OF CURB 0 - AC OVERLAY °O Lci -' C ROAD 28 GRADE SHOULDER � N % � Q y. +c j + �Uj .-w AFN 02 F (O►.lyfRudl� IIIIJ APN o22c, -I cv l - 25 40 0 40 80 1 "= 40' scale feet o .r aoGo LO A WAY REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTCITY OF FONTANA CALIFORNIA EX CHANNEL LANDSCAPE ORD O7 ZIP 1 I N G 311 /Dc/ 4 G XS 5•cfI QROFEssI013 Opm # # y A r�e�n . ACCESS RD-p�g4e•`Y� - - _ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� 1HUR *Inc. RETAINING WALL 2 S�REE'f 1MPF�oVEME f APN 022(c !col 25 lollc�lol VTG fu--tz• 7 �� o "4 a q, �❑ A Civil Engineering - Planning - Surveying - Public Works SUMMIT HEIGHTS 11 ) SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � m 9 9 g y g AWN BY STREET 1111 MVENEW PLANS SECTION A -A m 1152 N. Mountain Ave. Ste. 100 - U land, CA 91786-3669.909-982-7777 RNM NTS THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.a. 31681 Z 12/31/04 * PREPARED UNDER E S PERVISIONpOF: GNED BY: FROM � OF �A�� PKVVY. RNM NOTE- SEE PERIMETER WALL PLANS BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `r�glz,clvl\ \91 4 0710 7 ECKED BY- APPROVED BY T ICILY FOR RETAINING WALL RDC FR0M7W SLY M DS LA TYPE 2 SCHEDULE CAL HAROLD A. GARCELON R.C.E. 31681 DATE: STANDARDS IN EFFECT. 1 "= 40' TE: 01-16-01 G NO.: 7 3033 0 CL b O C O Y N of O 1 1t7 00 "6 N1-1 ' (7"S O W ON coi O CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT 00 228'29'42' 150.76 37.80 - B 48'26'40' 52.42 62.00 27.89 © 14'15'15' 24.88 100.00 12.50 9010000 54.98 35.00 35.00 90-00,00- 54.98 35.00 35.00 90'40'06* 55.39 35.00 35.41 G 89'19'54' 54.57 35.00 34.59 90'03 01 39.29 25.00 25.02 I 89'56'59' 39.25 25.00 24.98 � N % � Q y. +c j + �Uj .-w AFN 02 F (O►.lyfRudl� IIIIJ APN o22c, -I cv l - 25 40 0 40 80 1 "= 40' scale feet o .r aoGo LO A WAY REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTCITY OF FONTANA CALIFORNIA EX CHANNEL LANDSCAPE ORD O7 ZIP 1 I N G 311 /Dc/ 4 G XS 5•cfI QROFEssI013 Opm # # y A r�e�n . ACCESS RD-p�g4e•`Y� - - _ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� 1HUR *Inc. RETAINING WALL 2 S�REE'f 1MPF�oVEME f APN 022(c !col 25 lollc�lol VTG fu--tz• 7 �� o "4 a q, �❑ A Civil Engineering - Planning - Surveying - Public Works SUMMIT HEIGHTS 11 ) SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � m 9 9 g y g AWN BY STREET 1111 MVENEW PLANS SECTION A -A m 1152 N. Mountain Ave. Ste. 100 - U land, CA 91786-3669.909-982-7777 RNM NTS THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.a. 31681 Z 12/31/04 * PREPARED UNDER E S PERVISIONpOF: GNED BY: FROM � OF �A�� PKVVY. RNM NOTE- SEE PERIMETER WALL PLANS BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `r�glz,clvl\ \91 4 0710 7 ECKED BY- APPROVED BY T ICILY FOR RETAINING WALL RDC FR0M7W SLY M DS LA TYPE 2 SCHEDULE CAL HAROLD A. GARCELON R.C.E. 31681 DATE: STANDARDS IN EFFECT. 1 "= 40' TE: 01-16-01 G NO.: 7 3033 0 CL b O C O Y N of O 1 1t7 00 "6 N1-1 ' (7"S O W ON coi O