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Y....__. _ _._ ___ ... t..__. _ . _.__ ...__ s _--- +_._._., f _ s+.-.. -+ _ .__}. --_ .- __ .__..__+. __-- } -f -__' .1. _- , } .-..- , i.... __..._'i --_..___ 1 _, r...._ , ..i _ +-.-...__i t t. a_.._ } .' -}} # .._+ . ..-- }-__..}. _..._}._. -- `_. -_.. t-,._. t -._µ --t.._... _ .f ._..__... 1 -. _ -- 1 ------}-- - + - - +--:- _ µ -;-__-_+- + j .�� + + - ' _ _ �- - - 4 --- - + + T ? + - a _ f - - - - µ _ t. __µ 10+00 11 +00 12+00 13+00 14+00 1479.61 FS 1479.75 FS U � L, � 23 o * L, J �, J 1478.72 FS GUTTER LINE � 4- � rL ,R n r-� �4 MM `�i �N a' n � Nas CURB FACE o N C -i ^ Cr > v; ao o� C'i I A m C7; v; in o; ao `8 _ _ o) C7; cc o a; o; + r` r.. + n r` + n + r` r` ♦_ _ ♦'* Off n - -*♦ N -'♦ +3 - J SIDEWALK - J N + N "�3� i DETAIL `�G" -CB #22A KS BRANT DRIVE SEE SHEET 3 0+92.00 PMITA� WAY i I II L3 II I �� R� R -D DRAVJw6 �� i ao � °"`'� BRANT DRIVE X �I t ti ?t of SEE SHEET 3 ,� / I U No. 3101 * Exp lZ � 3 !� * \ �!' f C / y % �' 9TF�F CAL1F 1479.25 FS / \ 1479.32 FS DETAIL "H" -CB #22B t- urc CURVE TABLE - CURVE ANGLE LENGTH RADIUS TANGENT H 90'09'43" 47.21' 30.00' 30.08' C O NSU C TI O N NOTES I 89'50'17• 39.20' 25.00' 24.63' 11 CONST 4" MIN AC OVER 12" OF 95% COMPACTED NATIVE. (SEE GENERAL NOTES 31 do 32). 0 CONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1003. CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD NO 102. U -CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN NO 1015. � � 77 INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#7). ,� V_F_C0f2b c>RAv11►•16 a -CONSTRUCT INLET LOCAL DEPRESSION PER CITY STD PLAN NO 121 (W=PER PLAN). 11 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN No 300-2 SEE SHT. 5 (W=PER PLAN). ___7 __ i-_-. -- - 15+00 tt7R 7a CC GUTTER LINE CURB FACE SIDEWALK PROFILE SCALES HORIZ. 1 "=40' .a f VERT. 1 4 Vn NM > M -* Nt 4 .* Nn L f; a; CO n FLOW UNE PRC C" CO CB ` 0; CO t. ± - 1*t M '- -� ± �� ± �t � �� g fir.. D �� � �� + 3= �_ . DETAIL `�F" 24.90' -CB #22C 67.37' M 52� CL INT 90'09'43" NTS � 15+96.79 PINTAIL WAY ff. WE GRADE ELEVATION VALUES ARE 18REVIATED. WHERE AN ABBREVIATED EVATION OCCURS. ADD 1400 TO THE LUE TO OBTAIN THE ACTUAL ELEVATION. 101 10+00 CL INT 10+00.00 MALLARD LANE =12+52.00 CANVASBACK WAY LL 49\ 48 11 +00 I wJ 4 M CoW 13+00 o_ "t r 3 - POINT OF COMPOUND CURVE 4 50 FL FLOW UNE PRC POINT OF REVERSE CURVE CB ` �� 51 NU R/W RIGHT OF WAY CL Ci m GB 4 J o D - R/W- . , r - 26' r -_. rro E �_ . _ _ �_ __ Z Cn Tn `j_ - �. 24.90' - --- - -� - vii ri .� w -- - 12+00 BEGIN VERTICAL CURVE 13+00 END VERTICAL CURVE N POINT OF COMPOUND CURVE BCR BEGIN CURVE RADIUS FL FLOW UNE PRC POINT OF REVERSE CURVE CB ` ( FS FINISHED SURFACE R/W RIGHT OF WAY CL Ci m GB 4 STA STATION D 4 150.78' 4 rro E 89'45'41" 39.17' 25.00' 24.90' F 89'45'41" 67.37' M 52� G 90'09'43" 67.67' � 53 54� - 5'PUE +V +V +V is -C �C M� 23 --- --- ---- -- -- !� • _ _ 1 •-s - _ __ ,•_ • }---- y•.- tFil i_ __ - _ __ _� __-Js i _i+-' 12+00 N89'48'42�' U �i3+oo 1 -+- 14+00 J ` N55 56 ,?. o- ; - ��� --T t _ - +I - + ME CL INT 14+16.77 MALLARD LANE =12+52.00 GADWALL WAY 57 r'�s LL � 58 _ i r 1 7 16' CL DWY -1--, --- -- - - ----- -- - - ----- - - -- --- 16' CL DWY _s- U_ --C •• -7 - CV p C4 p N C71 s _ � o o r"n n 5' PUE � 5 N ri 8 - M M o � LL J ,* - _ I _______� __.__- � PRC 1* + �. + c� + _j + + I y �� OFFSET 25.43 L.- o W 6 6 6 5 6 4 6 3 w co 6 2 m0D A / N OFFSET 25. 46 . ~ r M \, m 81.93 TC 4 4 4 4 4 �+�" '" -� 0 5 9 / 11+70.14 BC � 81.43 FL `4r - • ± v 27' 2�' 10 3 _ .. .. .. _ ■ ■ . ■ ■ CANVASBACK WAY GADWALL WAY MATCHLINE -- 11 +70.14 MATCHLINE -- 11 +70.32 WOOD DUCK STREET SEE SHEET 6 � SEE SHEET 6 �� SEE SHEET 2 BC BEGIN CURVE EP EDGE OF PAVEMENT MVC MIDDLE OF VERTICAL CURVE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PCC POINT OF COMPOUND CURVE BCR BEGIN CURVE RADIUS FL FLOW UNE PRC POINT OF REVERSE CURVE CB ` CATCH BASIN FS FINISHED SURFACE R/W RIGHT OF WAY CL CENTERLINE GB GRADE BREAK STA STATION D 148'56'42" 150.78' 58.00' 208.75' E EC END CURVE HP HIGH POINT TC TOP OF CURB ECR END CURVE RADIUS INT INTERSECTION W WIDTH EL'Y EASTERLY LP LOW POINT W'LY WESTERLY WE lam• 01Y DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2 - U4 H U •IS -t Q�OFESS/p�,� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ���o �THUR 0 ',,- SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `~' oo �`�^ r Z THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � � No. /31 z * Exp. 12/31 /04 �. BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �, C/VIS �Q' lF OF CAI.IF� STANDARDS IN EFFECT. V VERTICAL DEPTH (45000) INDICATES EXISTING ELEVATION 450.00 INDICATES PROPOSED ELEVATION W WATER LINE S SEWER LUNE SD STORM DRAIN LUNE OC ON CURB LL LOT UNE 110 0 rye In ❑❑ V Civil Engineering - Planning - Surveying - Public Works AWN BY: 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 MsM PRE/P�ARED UN R SUPERVISION OF: GNm BY: 1" /V 4 f z0/p 2 MPK GCED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: /% RLQ - 40 0 40 80 1 "= 40' scale feet 0 CITY OF FONTANA, CALIFORNIA ` L 1.� U v SUMPT HEIGHITS a W C, Y ALE: o STRMT L!MROV� PLANS 1 "= 40' 1 LO PWAL. WAY A LAME �' AlE � TRACT . 16844 11-09-01 �N APPROVED ` o �wG No.: 4 �N �lZ-lo'� N IN R.C. . 511 ATE:rJ Q %� d CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 29'35'31" 29.44' 57.00' 15.06' B 149'20'44" 151.18' 58.00' 211.62' C 90'09'43" 39.34' 25.00' 25.07' D 148'56'42" 150.78' 58.00' 208.75' E 89'45'41" 39.17' 25.00' 24.90' F 89'45'41" 67.37' 43.00' 42.82' G 90'09'43" 67.67' 43.00' 43.12' 110 0 rye In ❑❑ V Civil Engineering - Planning - Surveying - Public Works AWN BY: 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 MsM PRE/P�ARED UN R SUPERVISION OF: GNm BY: 1" /V 4 f z0/p 2 MPK GCED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: /% RLQ - 40 0 40 80 1 "= 40' scale feet 0 CITY OF FONTANA, CALIFORNIA ` L 1.� U v SUMPT HEIGHITS a W C, Y ALE: o STRMT L!MROV� PLANS 1 "= 40' 1 LO PWAL. WAY A LAME �' AlE � TRACT . 16844 11-09-01 �N APPROVED ` o �wG No.: 4 �N �lZ-lo'� N IN R.C. . 511 ATE:rJ Q %� d