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HomeMy WebLinkAbout5493-2-- o� N N o l2 26°I°l M m O co o o l2 56 �ol � O r_ 0 99 100 SEE M. NO. 37049 SHEET 7 OF 7 Lu KNOX AVENUE I N� I� Xui m 4 I �� III UJ CDoEXIST. ST. LT. BE REMOV D Lu °O I `�----t-� -- --- --- -----= =D o =1 — WM~ III --- -- I a Z 0 99S I 100 J LO _ cl)— Lu o AXI Hum � H - - � - - � �-�-----MWD RNV -- ��� MWDRY Lu 0 CASA GRANDE AVENUE SEE DWG. NO. 3947, SHEET 2 OF 4 101 102 l2 44°�oi TOP EAST C�,FS=CA:L:E:��= 40' 00 + Oq O � l2 36°I l 103 104 PROFILE H ORtI _ 1 "= 40' VERT 1 "= 4' PLAN 1 "= 40' SCALE IN FEET 0 80 1 105 1 106 I0° O N + O CO O O N TOP OF EXIST. — �����s■���������IL S2 g6°I�� 107 108 109 110 111 m I PROTECT IN-PLACE PROTECT IN-PLACE SEE DWG. NO. 40589 EXIST. 3" WATER LINE I SHEET 3 OF 11 PROTECT IN-PLACE EXIST. 10" WATER LINE Xv BROOKS LANE N) EXIST. 16" WATER LINE WVWDWATER , I N c N,) X 1� EXIST. 10"- _--- ------ -- — — -T-,� _ --- --- -- -- - - ---- ---- - — ----- T------- ----- --- - ---------- ----- --------- - - --- — - --- --- --- ---- ------------- ----- ---- — — -- ------ -- - -- -- -- ---- -- -- ---- ---- ----------- -- ------ - I-a� t� -- -- -- -- ------ -------- N ------- ��-------- a �G� 8 ----------- ---------- -- ------------------- w _ SWQMPSD S �' S c W — S S -' S S S9Lu — — — — 1 0 = S E1&T.15" SEWER - -EXIST. D. - CURBS - _ _ - - �' — '_ LJJ WATEa�--------- - 4 - --- SD,� - — _ _ _ DIST B' � . RNV E v� - > -- ---�----------------_� _ - ---�v� - - --- e --- ------ -_ -- - -- �. „v (2.84%) �� Cul 1735 FLY CURB I 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 OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' PROP, o- FUT_U__�Ri SCHOOL SSE' x w. 15 r�x� - � X TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. �— 0 =XIST. 0c0 iI. PROP. ` -H SIDEWALK 00/ �+ iffi r, Lr) �\ of X i0000a ■ r' a 15 F-: a w 15 6 / X CASA GRANDE AVENUE SEE DWG. NO. 3947, SHEET 2 OF 4 101 102 l2 44°�oi TOP EAST C�,FS=CA:L:E:��= 40' 00 + Oq O � l2 36°I l 103 104 PROFILE H ORtI _ 1 "= 40' VERT 1 "= 4' PLAN 1 "= 40' SCALE IN FEET 0 80 1 105 1 106 I0° O N + O CO O O N TOP OF EXIST. — �����s■���������IL S2 g6°I�� 107 108 109 110 111 m I PROTECT IN-PLACE PROTECT IN-PLACE SEE DWG. NO. 40589 EXIST. 3" WATER LINE I SHEET 3 OF 11 PROTECT IN-PLACE EXIST. 10" WATER LINE Xv BROOKS LANE N) EXIST. 16" WATER LINE WVWDWATER , I N c N,) X 1� EXIST. 10"- _--- ------ -- — — -T-,� _ --- --- -- -- - - ---- ---- - — ----- T------- ----- --- - ---------- ----- --------- - - --- — - --- --- --- ---- ------------- ----- ---- — — -- ------ -- - -- -- -- ---- -- -- ---- ---- ----------- -- ------ - I-a� t� -- -- -- -- ------ -------- N ------- ��-------- a �G� 8 ----------- ---------- -- ------------------- w _ SWQMPSD S �' S c W — S S -' S S S9Lu — — — — 1 0 = S E1&T.15" SEWER - -EXIST. D. - CURBS - _ _ - - �' — '_ LJJ WATEa�--------- - 4 - --- SD,� - — _ _ _ DIST B' � . RNV E v� - > -- ---�----------------_� _ - ---�v� - - --- e --- ------ -_ -- - -- �. „v (2.84%) �� Cul 1735 FLY CURB I 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 OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' PROP, o- FUT_U__�Ri SCHOOL SSE' x w. 15 r�x� - � X TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION g �— 0 =XIST. 0c0 _ - PROP. PROP. LO -H SIDEWALK 00/ �+ L0 \ W v r, Lr) GB of X ti 15 W a 15 F-: a w 15 6 / X REVISION DESCRIPTION g �— 0 =XIST. 0c0 rLO \ J -HI LO t b� �+ CHECKED BY: CO GB WENDELL IL IWATSU U EXP. 6 -14 RCE 3663 X ti 15 W w X_ rn/ PROP. — PROE /LK °00 N\ -ROP. � - EXI d SIDEWALK w SIDr- V X (i(y�S2 �O I J LO v F TUR SCHOOL SITE �-cn PROTECT i" PLACE � CCL LEXIST. 25" WATER LINE I I 15 16 CONSTRUCTION NOTES O4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6') 8O ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000. 15 REMOVE EXISTING POWER POLE AND UNDERGROUND EXISTING OVERHEAD FACILITIES. CITRUSAVENUE 16 PROTECT IN PLACE EXISTING STREET LIGHT, ETC. AS SHOWN. DATE I ENGR. I CITY I DATE 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. m No. 36637 C ; Exp: 06-30-18 En MA D O L E 9302 PITTSBURGH AVE., SURE 230 RANCHO CUCAMONGA, CA. 91730 PHONE 909.481.6322 gi eying Communities for ' e FAX 909.481.6320 DRAWN BY: GB DESIGNED BY: �Q I F'CA� b� GB CHECKED BY: GB WENDELL IL IWATSU U EXP. 6 -14 RCE 3663 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SCALE: CITRUS AVENUE ASSHOWN DATE: CASA GRANDE AVENUE TO STA. 111+00 APRIL, 2016 APPROVE" BY: j' DRAWING NO. 2 6/8/17 5493 3 CITY ENGINEER R.C.E. 51152 DATE J:\126-2350\street\ST02A-Citrus.dwg, 4/24/2017 9:57:46 AM, DWG To PDF.pc3