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HomeMy WebLinkAbout3033-90 0 00Lij 07 W Z V) LTJ w Z W N U Q LEGEND BC BEGIN CURVE LP LOW POINT BVC BEGIN VERTICAL CURVE MVC L-54.98 _ .... L 54.98 __ BEGIN CURVE RADIUS PCC ._ _ TOP OF CATCH BASIN PRC POINT OF REVERSE CURVE CL CENTERLINE R/W RIGHT OF WAY EC END CURVE SL STREET LIGHT ECR END CURVE RADIUS OC _ _ OC EASTERLY , _ __ _ _ _ WESTERLY EP EDGE OF PAVEMENT W LY CURB VERTICAL DEPTH EVC END VERTICAL CURVE (450.00) INDICATES EXISTING ELEVATION FL FLOW LINE 450.00 INDICATES PROPOSED ELEVATION FS FINISHED SURFACE _ _ w L4 L4 L/4 L/4 GRADE BREAK L4 / L4 / L4 / L4 / SD STORM DRAIN LINE INT INTERSECTION - NEW PAVEMENT EXISTING PAVEMENT _ - AC OVERLAY CD M m U a � � .n li TOP OF _ _ _ _ __ _ W'LY CURB TOP OF _ _ m - _ Q o U _ _ LO n °° m ,� m ,n m ,� o, � w d _ ao m _ __: W Y CURB _ . _ _ L _ _ _ o _ 0 _ _ _ 35x o CoOrn � _ U r O r � lri r _ LLQ N . O � D: r : __ _ _ _ TAN 1.92X r _ _ p M o N _... '. _. _ ►� 1� co 1565 .. _... L r C) U v U O� �n r m o �/ k _ o N r O t6 _ 00 boo U _ r m U CV r _. _ . _ 1x 4 � TAN _ r- ♦ to to ,n : CO U') Ln : a 8 : d. m m cn U w U U �- U O 00 °° oD _ _. _ IDENTICAL ' + 1.92x _ _ m _ +2• --2.41X .- r - - r cc O m m o w o U m w v, U _ '�? rn n r r POINT _ __ FINISHED SURFACE _ C.D_ U r IDENTICAL o 00 . _ m _ Lo �, DENTICAL _ O CENTERLINE v, w S S - IDENTICAL POINT AN 3.41X + _ o �o r Lo r r POINT _ _ _ _ o �, O 1570 ' _ C L _ ao +n N P01T _Y _ _ _ _ _ _ _ - - _ _ _ � 0 00 o d rn _ 2. 4 x W w o_ _ TAN- 3.49X _ FlNISHE 0 CEN _ _ , _ _ __ ____71 , GROUND _ M o cv `� r _ _ 100.00 _ _ TOP OF _ _ - _ r a W m U _ N _ _ FINISHED SURFACE (TOTAL) TOTAL VC W'LY CURS _ _ _ _ _ _ EX - O CENTERLINE c� m PI -1541.57 _ o 1— _ U_ O N ti S cp M ND _ O O 5x - w 1545 L U o P gj p Co +2.� _ _ _ w __ +� N � _ _ � _ _ __ _ or -�- _. W 1565 CL S +n � M N cy N z m ♦ � N _ 1.9 � .D SURFACE : + M _ _ ._ o N _ �- _ W N _ S ♦ N � Of r w r r _ ♦ r _ .— � m _ — GROUND _ .- TERLINE _ _ _ r . _ -- _ _ W _ r r r r r _ � -IDENTICAL 1.92 x � ELY EDGE OF J _ to _ m o 1x 4 _-- — ..- _ _ POINT _ �- _ � PAVEMENT U _ N LL_ N _ _ L FINISHED SURFACE O O O N s � IDENTICAL i � _ p Q � 1570 R ...1540 O CENTERLINE � - POINTn _ _ .-- _ _ _ _ _ _ _ _ 0 100.00. : �. N to C) TOTAL VC � � � _ _ m ELY EDGE OF _ + _ _ PI 1541.69.. EX � � - .� r � _ C9 cn 4. PAVEMENT _ m - - � L GROUND > � �' _ p _ _. _ _ _ - N 1545 CL co_— N pp O 1� x �� 2 _ _ O OD _ _ ♦ n _ _ _ _ O _ O CD __ 2.3 1565 _ _ R _ � W O O p � n ♦ r r N m .�� _ _ � �� ao O _ Of O r r _ - 1 x, _ _ __ _ __ i- N r 0 _ _. _ _ __ N _ _ _ _ W O _ IDENTICAL 1. w Z �- 2 ,41 x POINT _ N r E'LY EDGE OF _ N w _ _ _ ...1540 CL PAVEirfENT � S IDENTICAL _ _ POINT .d 100.00 _ TOTAL VC PI=1541.41 > N li _ 1545 R N LL N _ _ - _ to tri O� ♦ N _ _ _ _ _ N•� ♦ O r r� •F Os O PROFILE SCALES HORIZ. 1 =40 R _ VERT. 1 =4-1540 _ 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 0 0 00Lij 07 W Z V) LTJ w Z W N U Q LEGEND BC BEGIN CURVE LP LOW POINT BVC BEGIN VERTICAL CURVE MVC MIDDLE OF VERTICAL CURVE BCR BEGIN CURVE RADIUS PCC POINT OF COMPOUND CURVE CB CATCH BASIN PRC POINT OF REVERSE CURVE CL CENTERLINE R/W RIGHT OF WAY EC END CURVE SL STREET LIGHT ECR END CURVE RADIUS TC TOP OF CURB E'LY EASTERLY , W LY WESTERLY EP EDGE OF PAVEMENT V VERTICAL DEPTH EVC END VERTICAL CURVE (450.00) INDICATES EXISTING ELEVATION FL FLOW LINE 450.00 INDICATES PROPOSED ELEVATION FS FINISHED SURFACE W WATER UNE GB GRADE BREAK S SEWER LINE HP HIGH POINT SD STORM DRAIN LINE INT INTERSECTION - NEW PAVEMENT - SAWCUT do REMOVE EXISTING PAVEMENT - AC OVERLAY CONST 8" CURB & GUTTER PER CITY STD PIAN NO. 1003 44 CONST 8' TO 6= CURB do GUTTER PER CITY STD PLAN 1003 O5 - CONST 4" PCC SIDEWALK PER CITY STD PLAN NO. 1015 66 CONST CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO. 1006 11 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD PLAN NO. 1016 (SCE #10) 12 SAWCUT do REMOVE EXISTING PAVEMENT 20 CONST 4 1/2= AC PAVEMENT (MIN) OVER 12= COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 do 32) 26 CONST BARRICADE PER CITY STD 118 28 GRADE SHOULDER REV. REVISION DESCRIPTION I DATE ENGR. CITY I DATE 1 I Rl�-w RD DRP\wl N G Vj,lDq AG a8 Is.q4 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 CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 1;o ,:1 QgESS/ HUR z a" I No. 31681 z * Exp. 12/31/04 \t'x CIVIC- �\Q F cxo / C INT. 197+94 LYTLE CREEK RD =11+75 FORD WAY CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT 89'59'60' 54.98 35.00 35.00 © 90'00'00" 54.98 35.00 35.00 ❑ 17 CITY OF FONTANA, CAL IFORNA H Tb c. SUMMIT HEIGHTS 11 Civil Engineering = Planning - Surveying - Public Works DRAW BY: STREET L43ROVEMDVT PLANS 1152 N. Mountain Ave. Ste. 100 -Upland, CA 91786-3669.909-982-7777 RNM LYTLE CREEK ROAD PREPARED UNDER THE SUPERVISION OF: / DESIGNED BY -FROM *28g IDLY OF FCTIS AVE RNM TO *14W C l 01 O Z MEOU BY: '70 BY HAROLD A. GARCELON R.C.E. 31681 DATE: RDC A �o�%% Z lot= 40' TE - 10 -26-01 G NO.: 3033 3 O co 0 0 / 0 a P