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Home My WebLink About5607-9--- MENEM ------ --MENEM -- MENEM 1760 E'L UA I UH bA51N STA. 21+19.25 CL CB GRASSLAND AVENUE LOCAL DEPRESSION DETAIL SCALE: 1 "=10' 5'\.11 A/=10'F' 5' STA. 21+19.72 CL CB GRASSLAND AVENUE LOCAL DEPRESSION DETAIL SCALE: V=10' TR= -0. 20+00 21+00 Curve # E __� z Tangent Ur ,MENEMMENEM1765 :CCCC��CC�CCC=I M r- M r O I== O WLY ti --- MENEM ------ --MENEM -- MENEM 1760 E'L UA I UH bA51N STA. 21+19.25 CL CB GRASSLAND AVENUE LOCAL DEPRESSION DETAIL SCALE: 1 "=10' 5'\.11 A/=10'F' 5' STA. 21+19.72 CL CB GRASSLAND AVENUE LOCAL DEPRESSION DETAIL SCALE: V=10' TR= -0. 20+00 21+00 Curve # E __� z Tangent Ur 090000'00" U M r- M r O I== O 30.00 ti CO C!7 + CO N + • CC.C.. CD N 30.00 N 30.00 .I --- MENEM ------ --MENEM -- MENEM 1760 E'L UA I UH bA51N STA. 21+19.25 CL CB GRASSLAND AVENUE LOCAL DEPRESSION DETAIL SCALE: 1 "=10' 5'\.11 A/=10'F' 5' STA. 21+19.72 CL CB GRASSLAND AVENUE LOCAL DEPRESSION DETAIL SCALE: V=10' TR= -0. 20+00 21+00 Curve # E __� z Tangent Ur 090000'00" U M r- M r O I== O 30.00 ti CO C!7 + CO N + C4 CD N 30.00 N 30.00 .I --- MENEM ------ --MENEM -- MENEM 1760 E'L UA I UH bA51N STA. 21+19.25 CL CB GRASSLAND AVENUE LOCAL DEPRESSION DETAIL SCALE: 1 "=10' 5'\.11 A/=10'F' 5' STA. 21+19.72 CL CB GRASSLAND AVENUE LOCAL DEPRESSION DETAIL SCALE: V=10' TR= -0. 20+00 21+00 . FS AT CL L/4 LI4 - I; Of m N C.0 O O ti -_ ti O CD ti CO CO N � SCALE: 1 " = 40' 22+00 IIi i i i ! �I hACT NO. X961-1 68' U- m 57 J )2'!�a 122' 112' I 'I UNwJ"- UM 10 Q �� m�zU> W� U III III X11 I �� 0LO �& w { o M o ii I- U + +co co NCO N Nip LU cwn I\ 10 PROP. RIW - � I 10 N _5 "' 16 G w I F_ PROP. 7 2 N 4 f SEWER 14 7 4 2 PROP. SaoD I I 1 11 PROP. RAW I I �. (rv//)� I U U CD J co -1 06 ^ 1 J U N V O C9 CO N / w w ti o III co N � ; N > r,- < c' SII I T N 0,X - � C» U I III+tiz +l_U CO O�0000 O I 1 Uco � Nc�OO N� I 9 wCO I 1 1 � m coo N 1 I I TRACT N0.19961 ml TR=1.29% m 1770 W'LY TC -1765 W'LY TC -1770 E'LY TC -E'LY TC 22+27.76 GRASSLAND AVE. =14+31.05 TIMBERLAND LN. I I II I I III III I I GARDENS STREET TIMBERLAND LANE DWG. NO. 5584, SH.T 5 OF 6 SEE SHEET 5 GRASSLAND AVENUE TOLL FREE -Iqmmmmmp- 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION • 57 ROFILE _ = H RIz 1 "= 40' VERT 1 "= 4' PLAN 1 "= 40' SCALE IN FEET I ,0 :0 120 14 -m-m- Curve Table Curve # - Radius z Tangent Ur 090000'00" U M r- M r O C6 O 30.00 ti CO C!7 + CO N + C4 CD N 30.00 N 30.00 . FS AT CL L/4 LI4 - I; Of m N C.0 O O ti -_ ti O CD ti CO CO N � SCALE: 1 " = 40' 22+00 IIi i i i ! �I hACT NO. X961-1 68' U- m 57 J )2'!�a 122' 112' I 'I UNwJ"- UM 10 Q �� m�zU> W� U III III X11 I �� 0LO �& w { o M o ii I- U + +co co NCO N Nip LU cwn I\ 10 PROP. RIW - � I 10 N _5 "' 16 G w I F_ PROP. 7 2 N 4 f SEWER 14 7 4 2 PROP. SaoD I I 1 11 PROP. RAW I I �. (rv//)� I U U CD J co -1 06 ^ 1 J U N V O C9 CO N / w w ti o III co N � ; N > r,- < c' SII I T N 0,X - � C» U I III+tiz +l_U CO O�0000 O I 1 Uco � Nc�OO N� I 9 wCO I 1 1 � m coo N 1 I I TRACT N0.19961 ml TR=1.29% m 1770 W'LY TC -1765 W'LY TC -1770 E'LY TC -E'LY TC 22+27.76 GRASSLAND AVE. =14+31.05 TIMBERLAND LN. I I II I I III III I I GARDENS STREET TIMBERLAND LANE DWG. NO. 5584, SH.T 5 OF 6 SEE SHEET 5 GRASSLAND AVENUE TOLL FREE -Iqmmmmmp- 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION • 57 ROFILE _ = H RIz 1 "= 40' VERT 1 "= 4' PLAN 1 "= 40' SCALE IN FEET I ,0 :0 120 14 -m-m- Curve Table Curve # Delta Radius Length Tangent Cl 090000'00" 30.00 47.12 30.00 C2 090°00'00" 30.00 47.12 30.00 C3 090°00'00" 30.00 47.12 30.00 C4 090°00'00" 30.00 47.12 30.00 CONSTRUCTION NOTES O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. ( CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8') O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. SEE SHEET 10 FOR DETAILS. O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. O9 INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN. 10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 14 REMOVE EXIST. BARRICADE 15 APPLY DOUBLE YELLOW STRIPE PER DETAIL 22. 16 APPLY 12" WHITE LIMIT LINE DATE I ENGR. I CITY I DATE L=54.98' P = 23 Zo L/4 w Of z = 14 LA LA L=47.12'LIS c� - o �_ °° o ti o U o ori O � m L/4D o �O NM�'o"o�o�� 1805W'LYTC + O O �� O 117 MO = N L%4 LA v � o -°° o _CO 0 m + -1.89 4 - LA 0 °o - - O OD - - 00 PROP. TOP OF LU a; C3,> WEST CURB TR= -1.43006 - 1800 W'LY TC- -1800 W'LY TC - 30' . P.I.=04.30 U _ > LuCD LU J W O O ^L.L O M O O O tf'y O p U" M M M CMp ,s;M-no + + + F--: °� - 1.89 Q - CL J - LU -u CpLL O � CO O � cD V N \ (Z) C26 � 1�� ° = PROP. FS AT CT> CO 00 00 -54.98' ' V.C. C. - =04.23 L/4 - L/4 L/4 Of z w o O I� c U No U� U 12' > �rn o0 oM cz> V � 00 coo m C-> + N O O ti O O M -+ O O O v a6oi° o -1805 E'LY TC _ c - - L/4 ti M0 ° Ll4 __ _ --L/4 fa 0 e TR=1.43 m - + PROP. TOP OF O o o C� EAST CUFF 1800 E'L 1795 E` - 8+00 9+00 10+00 � SCALE: 1 " = 40' TRACT N0.19961-1 IIi 1 i i l 0-U 9 o I II o U� J J U III wM U_ t U 22 1' 20' 20 10' 0 o 0 10 I 1 1 1 1 mo wo�� III eo oU S U2X co ��z I 1 o PROP. R/W M w~, �/7I I 1 II I c II I� 11 1 1 II .�� 3 N 4 14 2 N 15 11 1 1 -�CID 8+01.40 FLAX WAY 50 o =13+48.37 CEDAR VIEW LN. c'� - --4 cb `�' 2 -° 1 N x116- I I 10 28 U_ PROPco . R/W U_ S 1 wo II I 1 mII cDUI'D2 I III I J MMw +oma N00 az 00 o I III I I 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. OUOo 9 20 �00� FU- I I i o+ TRACT N0.19961-1 w 11 CEDAR VIEW LANE DUNCAN CANYON ROAD SEE SHEET 2 DWG. NO. 5518, SH.T 2 OF 3 FLAX WAY BENCH MARK: # 6-7 BASIS OF BEARINGS: 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 CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS ELEVATION: 1739.006' 1 OF BEARINGS FOR THIS MAP. PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA ROFLss/w�T��c� (r MA DO L E 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: IN -TRACT STREET IMPROVEMENT PLANSTRACT NO. 19961 & 19961 -1 SCALE: W 3 No. 36637 c m • RANCHO CUCAMONGA, CA. 91730 gineering Commu •ties fo Life FAX: 909.481.6320 DESIGNE09.481.6322 D s : GRASSLAND AVENUE & FLAX WAY DATE sHowN Exp: 06-30-18 C/ V 1 �,�P rvv� GB/SCL STA. 8+21.17 TO 9+34.00 & STA. 8+01.40 TO 10+00.00 JAN. 2017 F-CAL�FDA .,I CHECKED BY: APPROVEC SY: -.i( DRAWING NO. EN LL .IW TSURU EXP.6-3D1 WLI1 6/8/17 5607 9 CITY ENGINEER R.C.E. 51152 DATE 9 r