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Home My WebLink About5498-2S -rc nso� S'LY TC 1778 11 DELTA -- - - ------------------------ C 1 - 65.00' 25.66' --------------- C2 - -- 178.92' --- - - --- ..Nis p • ----------------- 212.02' 11 . ----- ------ 03°01'03" --- •• - -- - -- --- --- --- 32.71' - -- _ 35.00' ----- ------ ----------- �- _ -- -- - ----------- ----------- .• 55.22' ■ C7 00°24'07" 1242.00' 8.71' 4.36' 10. - --•- --- •• - --I 1' S -rc nso� S'LY TC 1778 ===I 11 DELTA -- - - ------------------------ C 1 - 65.00' 25.66' --------------- C2 - -- 178.92' --- - - --- ..Nis p • ----------------- 212.02' 11 . ----- ------ 03°01'03" --- •• - -- - -- --- --- --- 32.71' - -- _ 35.00' ----- ------ ----------- �- _ -- -- - ----------- ----------- .• 55.22' --- OEM C7 00°24'07" 1242.00' 8.71' 4.36' 10. - --•- --- •• - --I C ---C 1:9 --------� .CC • FROM TO • ------_---___EP ------------- -------------wooim.. - -- ------- ----- ------ - ----- ------ ----- - -- - ----- -------- --- - -- ------- -------- ----- ------ --- ------- - ---- ----- --- ===I U w --d- Ln t1 - LD O 1.40% - PROP. EP AT 12 11 DELTA -- - - ------------------------ C 1 - 65.00' 25.66' 13.00' C2 - -------------------- -------------------- 178.92' --- - - --- ..Nis p • 1422.00' 212.02' 11 . --------mss^=---------- 03°01'03" --- •• 65.41' 32.71' C5 _ 35.00' tet: �-- �- _ - 90°24'07" .• 55.22' --- OEM C7 00°24'07" 1242.00' 8.71' 4.36' 10. - --•- --- •• - --I ------- ----- ------- ----- -------- --- ------- -------- --- ------- U w --d- Ln t1 - LD O 1.40% - PROP. EP AT 12 = 11 DELTA -- - - ------------------------ C 1 - 65.00' 25.66' 13.00' C2 - -------------------- -------------------- 178.92' --- - - --- ..Nis p • 1422.00' 212.02' 11 . --------mss^=---------- 03°01'03" --- •• 65.41' 32.71' C5 _ 35.00' tet: �-- �- _ - 90°24'07" .• 55.22' --- OEM C7 00°24'07" 1242.00' 8.71' 4.36' 10. = 11 DELTA -- - - ------------------------ C 1 - 65.00' 25.66' 13.00' C2 - -------------------- -------------------- 178.92' --- - - --- ..Nis p • - ------------------------ DELTA -- - - ------------------------ C 1 - 65.00' 25.66' 13.00' C2 - -------------------- -------------------- 178.92' --- - - --- C3 08°32'35" 1422.00' 212.02' 11 . --------mss^=---------- 03°01'03" --- •• 65.41' 32.71' C5 _ 35.00' 51.60' 31.78' C6 90°24'07" --------j•�`J--------- 55.22' --- OEM C7 00°24'07" 1242.00' 8.71' 4.36' 10. TR=0.893% PROFILE HORIZ 17= 40' VERT 4 i- Lq �r- 00 00 C::, 00 ------�INS 00 C 1 •1', TOP OF PROP. SOUTH CURB .. .. _ 99 100 101 102 103 PLAN 1 "= 40' 104 105 106 107 108 109 SCALE IN FEET /� 1779.5 / O � � � � `� V ® 17 .5 ; X 78 \ 0 40 80 120 160/ X/ BRUS 110' i1 .11 X1786.7 �� 00/ A.P.N. / 1794.8 // X II 0226-007-033 x / / 1 x x / -° 1792.3 O° ° I , 1786.6 / x 01151ULTIMATE R/W / / ASPH UINw 1787.4 0 Q ., __ X \ \ `�' 1791.. / 0 o ° 1782 / / } • �/ x / 1785.6 X FUT. SEWER FUT. CURB & GUTTER / X- / / Z ° ° / / 17 Q � I rn � 1784.4 BRUSH / / D JT. 8' 6'H RC � X 1C S S / ----- --LU LU - X1788. X1791.9 Q X90.2 LU / \ SEE SHEET 4 FOR / U Ix X / io / 9'x 9' RCB m / " - - - + S X DRAINAGE SWALE \ / o o / - - 00 / --o - - / _- _ �U (MATE RIW / / o LULU/ 0 179 - - FUT. MEDIAN N / - -__ - -- __ / c. X DIR OULDE nl FUTURE IMPROVEMENT CURBS o SCATTERED ROCKS o 00 - o / --- CV ------------------ U �_ O p+p 00 / - - - - _ - - - - - - - ---_ X x - - � _J" I - - - 1780.8 I _ - _ _.. .- +15480.65 .817 0.2 PROP. EP Mti M 8 o _ FS NORTH LINE /-- LID - \\� - - - - -- _ 1 Hv 5 1780.3-�� - - - - _ ---- - �� -- -7--- - - - - - - - - r � 6' DIRT SHOULDER , ------ 856 _ v - - - - - - - - - - - - -E2 177 - -- -- - ---- - - -� - --- _ - --=� - -f-W 17 9.1 s a, _ 20' WVWD EME - $i 5 �� _ - Z w _ N - � F M LANDSCAPE L �- - - - - _ - - _ - - - - _ - - - - - - - 2 - - - - - - -- - - - - EX1ST1 ATER TO BE RELOC. T W - - - - - - - STA. 100+00.00 DUNCAN CANYON ROA i\\ i I - - rimm- - - , - - v - - - - �� _ �- 1 NEW 12" WATER LOCATION 13 I a W =STA. 126+34.91 CITRUS AVENUE �\ I II w ti m o U '` U °- X 12" WATER rn _ �- _ / -- -----_ I o 00 - + J ; P - 7 5 5� �- � A.P.N. II U Lj coo U rn o U oo U F- --- I c� \ I I H LO F- L" w o + J 2 m Lr> / H / o \ o N _ o/ - 7 I! 1107-026-008 II 1 + g o c) U o /O \ AIV= APE - - - C7 o cel Lri Ln / *� ch pGL 00 15 + aoi - d 3-- _ P 46' 4' 1 I °O o o + � o o �,; /O o U + o C, c?' . _ o c"I 00 o 2) H Y -f83.4 LL eo `' n v'b, G 1 �1 7 .5 x °o 0 00 8 0 C U vco U rn - - 1 - 1 F ✓ o _O , m U - li I 177 .5 I I / 9sF, 10 °° 15 CONSTRUCTION NOTES III � / tir / �s � // 'aFP o ,� � � � 6 PROP.12"w� I I I I \ / qs / r` -� m6 II Lc -)00 v LL - c') o g O CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL j scF / / °q,/, j / eo v U to v N www o COMPACTED TO 95% PER CITY STD. PLAN N0.401. jl, I I / X Fqs� / co oo " ELDEI WAY °° ,� ,� ,� / 1778.4 2lF� / / / / F o co °° O2 CONSTRUCT 8" CURB FACE P.C.C. CURB &GUTTER PER CITY STD. PLAN N0.1000. CITRUS AVENUE / / / / / 17 2 7 / ' w � ( FUTU E ) or � O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN N0.1006 (W=6'). SEE DWG. NO. 5496, / 1777.6 3 R U sH / / / / ®, 2 co c oo o 4 CONSTRUCT BUS BAY PER CITY STD. PLAN NO. �X / / \ co, i 25 7 9 oo 0 SHEET 3 OF 3 x �5 CONSTRUCT 10' WIDE CROSS GUTTER PER CITY STD. PLAN NO. PLAN 403. G6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. DUNCAN CANYON ROAD BENCH MARK: # 6-7 BASIS OF BEARINGS: O7 CONSTRUCT 8" TO 6" CURB FACE P.C.C. CURB TRANSITION. SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184043 (165 WATTS) PER CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01 °10'30" W WAS USED AS THE BASIS O CITY STD. PLAN NO. 404, CASE 1; CARPINTERIA POLE AND TEARDROP FIXTURE. of BEARINGS FOR THIS MAP. O9 CONSTRUCT BARRICADE PER STD. PLAN NO. 4000. ELEVATION: 1739.006' -1790 S'LY TC S'LY TC Curve Table CURVE DELTA RADIUS LENGTH TANGENT C 1 22'37'12" 65.00' 25.66' 13.00' C2 08°32'35" 1200.00' 178.92' 89.63' C3 08°32'35" 1422.00' 212.02' 106.21' C4 03°01'03" 1242.00' 65.41' 32.71' C5 84°28'29" 35.00' 51.60' 31.78' C6 90°24'07" 35.00' 55.22' 35.25' C7 00°24'07" 1242.00' 8.71' 4.36' CONSTRUCT DRIVE APPROACH (W=16') PER CITY STD. PLAN N0.1002. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA CALIFORNIA REMOVE EXISTING AC PAVEMENT. Q 10 Q 11 O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �R�L. / �� F O .�,s, STREET IMPROVEMENT PLANS 12 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001. o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN ��_ �m MADOLE 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: SCALE: MAAAAAAAAAAAAAAA&AWW 3 No. 36637 c rn RANCHO CUCAMONG9 9.4 .6322 DUNCAN CANYON ROAD 13 ADJUST WATER VALVE TOGRADE. HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY � � � PHONE 909.481.6322 SCL/EH AS SHOWN DIAL TWO WORKING * Exp: 06-30-18 �} Engineering Communities for Life FAX 909.481.6320 DESIGNED BY: DATE: 15 INSTALL KING K124 "PARAGON" ACORN WITH DECORATIVE METALWORK LED STREET BEFORE .kkk DAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM SCL CITRUS AVENUE TO STA. 109+00.00 JUNE, 2016 LIGHT - SCE#10184010 (100 WATTS) WITH BROWN JASPERPOLE (H=14.5') WITHIN YOU DIG YOU DIG qTFC i V CHECKED BY: APPROVE" ' SOUTHERN CALIFORNIA EDISON EASEMENT PER CITY STD. DWG. #404, CASE 1. INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. OFCAL�F DA �� BY: DRAWING NO. 2 TOLL FREE 811 W ND LL L. ATSURU EXP. 6 30 8 6/8/17 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R. .E. 3663 WLI CITY ENGINEER R.C.E. 51152 DATE 5498 3