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Home My WebLink About3036-4ERSON MADISON LANE [� m MONROE CT. EE SHET6 z SEE MEET 5 m Z I 3� I Q SHED 6 �,i l 18 18 4 4 I -C-4 1 8 0 J ,n .P SEE CP ,a I �� 02 101 100 1 o I � � ,a w \ 116 115 � I � ^ � o I Z CL INT �, Jk�� ` w� wo 5 5 E w / \ m 5'PU 5 � `r R/WYP) ' N j O 21+78.42 REAGAN DRIVE SEE SEPARATE LANDSCAPE PLANS - - ----- - - ^ --- - LEGEND � �p o° �1 � + •t c INH - --- - - - ^ -- -r---/ I • C:) -19+02.42 MADISON LANE FOR GRADING IN THIS AREA - 7 9 . G a .r ,• °,,''_" _s. _ .14 TC 54.61 TC _ b 56.69 TC s �`° 1 58.05 TC W _O _ w. - _. . �Cfl . / 1 BC BEGIN CURVE o �; 30 SAN GABRIEL VALLEY CL INT 5 1-'- a , + a MUNICIPAL WATER DISTRICT N T23+-83.143 REAGAN DR. �, 5 "' _ = = 6 53.64 FL 54.11 FL 13+0o N m 56.19�FL ' +oohs. '�. s 57.55 F� C' 16+0o W g I BVC BEGIN VERTICAL CURVE �- 41 W c•, u� 41 W 4 �� _ oh , + _ 1 2 N89'4216 E g ``� g - 1 + - 1 2 - �` ---o BCR BEGIN CURB RETURN �M . , _ CV pox 2 , 9 h o D 54.61 TC N 7 N 60.63 TC I (_ / CB CATCH BASIN F- 54 W 7 .7 W _� 85.08 TC . r. - `�� 9 �� as _ . c� ��y cn- S s 11 FL - w 76.26 FL W - . • , : _ - _ :. -- - _ 60 C ECL ND CURVE ,-.. .. i s-.+Ja.-•r sr •..L� .�•- ':"•?^ i 1 } s 22+00 � - N4133 41 23+00 84.58 FL `V - - - _ . ~ • - - _ _ .- . -40'1718 --�-- �+ E i 1 2 - ;s \� G,`� yeti : ' G s ._ ,_.: _ - -- - -- -- - --- --- -- - ---- ^ - +t/)Z / 78 RETURN ` _ - ECR END CURB R N S 80.38TC .04 TC S V `ti' �" / : • - - x .26 FL - Ww 2 77.7 l A 79.88FL 82.54 FL i • y --- ^ 5'PUE� m 3 J �\ EL'Y EASTERLY t 1 O \ _. s S 1 _- co R/W M co co rn Zw 77.7 - B RE I s�� `r'o. '�• r � o o ao (TYP) ^ o o = --- EP EDGE OF PAVEMENT p ' rk + ,r, + + c�n °O c�c o �c �c I V EVC END VERTICAL CURVE J��_1. - 4.79 TC C D S� o �� `�> ,yF, o, 2 -�: 5'PUE o� 70 71 + 5 �' / 2 73 + �' -, 74 `r I- -- - _ _ _ 7 5 + N FL Flow UNE 0 5 ^ 4 `1' `� c3' _ O ' Q 7 6 7 7 FS FINISHED SURFACE V I^ A •I• / 6 L � Uj R/W \ 84.29 FL �� d` FL 5h�V i 5 g�Z N W 4 4 4 4 4 4 w I- to s 3 m + \ 2 \ ..: imooX V 4 HP HIGH D POINT AK Q + `r� os 1 M N + N m \ /� o CL INT CLINT LINT INT INTERSECTION ao o cv � N J _ /� \ r , 11+86.24 HOOVER LANE 14+27.21 HOOVER LN. �M 6 I co 1 N v U 5'PUE \ - '� \ .� - - - - - - G - ` / `s =10+00.00 JEFFERSON COU =10 ROE CT. 16+87.21 HOOVER LANE LP LOW POINT 4 + �L 1 � ^ 1 m W + 4 4 (TYP) ��, "J \ �� 47. -10+00.00 MADISON LANE MVC MIDDLE OF VERTICAL CURVE W N _Z NL" � 21' �. x �o R�Co RD .D P"w10 G N c PCC POINT OF COMPOUND CURVE CN m N z 1 Z I J N W 5 4 0 5 �� \ $,� �y PRC POINT OF REVERSE ruRVE a _+ 1 20' 20' 1 v 'oma �� o HUI? el + a 1 5i4, 1 CO a OWN UN `r \ .s��o�� Qp,OFtSS/pNq I o� �' 3 4 \ \\ W $,sst MADISON \ No. t 3 LANE \ .� SEE SHEET 6 CONSTRUCTION NOTES REAGAN DRIVE 40 0 40 80 11 CONST 4" MIN AC OVER 12" OF 95e/- COMPACTED NATIVE (SEE GENERAL NOTES 31 ac 32) 1 "= 40' d CURVE TABLE ;URVE ANGLE LENGTH RADIUS TANGENT A 90'00'00" 39.27' 25.00' 25.00' B 54'37'24" 54.34' 57.00' 29.43' C9EA 234'37'24" 1 155.61' 38.00'1 73.59' ERSON MADISON LANE [� m MONROE CT. EE SHET6 z SEE MEET 5 m Z I 3� I Q SHED 6 �,i l 18 18 4 4 I -C-4 1 8 0 J ,n .P SEE CP ,a I �� 02 101 100 1 o I � � ,a w \ 116 115 � I � ^ � o I Z CL INT �, Jk�� ` w� wo 5 5 E w / \ m 5'PU 5 � `r R/WYP) ' N j O 21+78.42 REAGAN DRIVE SEE SEPARATE LANDSCAPE PLANS - - ----- - - ^ --- - LEGEND � �p o° �1 � + •t c INH - --- - - - ^ -- -r---/ I • C:) -19+02.42 MADISON LANE FOR GRADING IN THIS AREA - 7 9 . G a .r ,• °,,''_" _s. _ .14 TC 54.61 TC _ b 56.69 TC s �`° 1 58.05 TC W _O _ w. - _. . �Cfl . / 1 BC BEGIN CURVE o �; 30 SAN GABRIEL VALLEY CL INT 5 1-'- a , + a MUNICIPAL WATER DISTRICT N T23+-83.143 REAGAN DR. �, 5 "' _ = = 6 53.64 FL 54.11 FL 13+0o N m 56.19�FL ' +oohs. '�. s 57.55 F� C' 16+0o W g I BVC BEGIN VERTICAL CURVE �- 41 W c•, u� 41 W 4 �� _ oh , + _ 1 2 N89'4216 E g ``� g - 1 + - 1 2 - �` ---o BCR BEGIN CURB RETURN �M . , _ CV pox 2 , 9 h o D 54.61 TC N 7 N 60.63 TC I (_ / CB CATCH BASIN F- 54 W 7 .7 W _� 85.08 TC . r. - `�� 9 �� as _ . c� ��y cn- S s 11 FL - w 76.26 FL W - . • , : _ - _ :. -- - _ 60 C ECL ND CURVE ,-.. .. i s-.+Ja.-•r sr •..L� .�•- ':"•?^ i 1 } s 22+00 � - N4133 41 23+00 84.58 FL `V - - - _ . ~ • - - _ _ .- . -40'1718 --�-- �+ E i 1 2 - ;s \� G,`� yeti : ' G s ._ ,_.: _ - -- - -- -- - --- --- -- - ---- ^ - +t/)Z / 78 RETURN ` _ - ECR END CURB R N S 80.38TC .04 TC S V `ti' �" / : • - - x .26 FL - Ww 2 77.7 l A 79.88FL 82.54 FL i • y --- ^ 5'PUE� m 3 J �\ EL'Y EASTERLY t 1 O \ _. s S 1 _- co R/W M co co rn Zw 77.7 - B RE I s�� `r'o. '�• r � o o ao (TYP) ^ o o = --- EP EDGE OF PAVEMENT p ' rk + ,r, + + c�n °O c�c o �c �c I V EVC END VERTICAL CURVE J��_1. - 4.79 TC C D S� o �� `�> ,yF, o, 2 -�: 5'PUE o� 70 71 + 5 �' / 2 73 + �' -, 74 `r I- -- - _ _ _ 7 5 + N FL Flow UNE 0 5 ^ 4 `1' `� c3' _ O ' Q 7 6 7 7 FS FINISHED SURFACE V I^ A •I• / 6 L � Uj R/W \ 84.29 FL �� d` FL 5h�V i 5 g�Z N W 4 4 4 4 4 4 w I- to s 3 m + \ 2 \ ..: imooX V 4 HP HIGH D POINT AK Q + `r� os 1 M N + N m \ /� o CL INT CLINT LINT INT INTERSECTION ao o cv � N J _ /� \ r , 11+86.24 HOOVER LANE 14+27.21 HOOVER LN. �M 6 I co 1 N v U 5'PUE \ - '� \ .� - - - - - - G - ` / `s =10+00.00 JEFFERSON COU =10 ROE CT. 16+87.21 HOOVER LANE LP LOW POINT 4 + �L 1 � ^ 1 m W + 4 4 (TYP) ��, "J \ �� 47. -10+00.00 MADISON LANE MVC MIDDLE OF VERTICAL CURVE W N _Z NL" � 21' �. x �o R�Co RD .D P"w10 G N c PCC POINT OF COMPOUND CURVE CN m N z 1 Z I J N W 5 4 0 5 �� \ $,� �y PRC POINT OF REVERSE ruRVE a _+ 1 20' 20' 1 v 'oma �� o HUI? el + a 1 5i4, 1 CO a OWN UN `r \ .s��o�� Qp,OFtSS/pNq I o� �' 3 4 \ \\ W $,sst MADISON \ No. t 3 LANE \ .� SEE SHEET 6 CONSTRUCTION NOTES REAGAN DRIVE 40 0 40 80 11 CONST 4" MIN AC OVER 12" OF 95e/- COMPACTED NATIVE (SEE GENERAL NOTES 31 ac 32) 1 "= 40' d RP RADIUS POINT R/W RIGHT OF WAY STA CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 12'16'38" 63.21' 295.00' 31.73' B 19 59'59" 95.99' 275.00' 48.49' C 3357'43" 151.15' 255.00' 77.87' D 1357'44" 67.01' 275.00' 33.67' E 82'16'39" 35.90' 25.00' 21.84' F 6'14'23" 32.13' 295.00' 16.08' G 89 45'07" 39.16' 25.00' 24.89' H 90"1453" 39.38' 25.00 25.11' RP RADIUS POINT R/W RIGHT OF WAY STA STATION TC TOP OF CURB W WIDTH WILY WESTERLY 3 V VERTICAL DEPTH Q (450.00) INDICATES EXISTING ELEVATION 450.00 INDICATES PROPOSED ELEVATION co W WATER LINE CN S SEWER LINE SD STORM DRAIN UNE 22 CONST 6" CURB AND GUTTER PER CITY STD PLAN No 1003 scale feet OC ON CURB H HEIGHT 4� CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102 5 CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN No 1015 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN No 1006 d RCP -D DR�WI IACs 31 NCs SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT pFESS/CITY OF FONTANA, CAL�ORNlA o- � . � QR ��0� HFbireman�L p,,,� Inc. INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7) COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� 1HUR �` < 1 SUMMIT HEIGHTS II Y 9a- CONST 8 WIDE CROSS GUTTER PER CITY STD No 104 �� 1:11:117 A Civil Engineering Planning • Surveying • Public Works AWN BY: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �, MSM STREET NPROVE�NT PLANS o W Q 0 m 1152 N. Mountain Ave. Ste. 100• Upland, CA 91786-3669.909-982-7777 1"=40' = No. 31681 z P DESIGNED BY- REAGAN DRIVE APD HOOVER LAPS ATE: e6 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 * PREPARED UNDER THE SUPERVISION OF: RNM TRACT 'irJS4�-1 11-16-01 �� BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `r�gTF CIVIv��`� �I M,� (0113102, CHECKED BY- APPRovm Y WG NO.: 4CD OF Cmc-\ HAROLD A. GARCELON R.C.E. 31681 DATE: RL /co STANDARDS IN EFFECT. CI ENGINEER R.C.E. 51152 DATE: `� 8 %�