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HomeMy WebLinkAbout5257-3 i DRILL PLATE AND ANGLE WITH 7/16" HOLES - co MATCHED 4 PLACES " o 1 4 CHECKERED _ 1-9/16" PLATE co N o ,.' ' o oo EXIST. GROUND CN CO v ������� 15.71' o AT 32' WEST •-4- +.4- - 10 0.C.1045 TC 5.69' 0•C• 5 69, o1- ___- �- T8" AC PROP. - \ 1045 TC • m - - 8" AC BERM - N O.C.~ O.C. P0 ~ _-- 1/4 Jic�o 12 3 ®6IVEl S / 2T 3"X2-1/2"X3/8" f i +� ch m 0- o 00°�°L.-1 ,c,.,‹ 1- I- co if,, ~ N rn - -TOP- PROP. r� N o C.M.P. / -d- 1-o)N co ;N m MO o, ^ °° o RISER •,�;�, ,�, ,� + 8 AC BERM W + +d �, + `8 o o 0 0.95% 0.96% 23.33% DETAIL "A = m O P O ^�0 + � _ �o W a^ 21.67% �. W •- 2.20% v) 1.44% (4) 3/8" X 1-1/2" BOLTS -0.16% / I 0.93% _ _ fi 3.17% • -21.33% 0.82% io IW.F.- ---- ------- Z 1040 C U 0. 97% 23.33% 1040 TC A A m U I 1045 + g _ 1045 00 0 - \ / C/L K' j. + 0 _ - - - - • C L o IQ- 00 CO 0 ° NI- 00 - 1' 3'-5" O.D. W -r I _ - - - CHECKERED PLATE Z o - - - - ' AN - 1040 _ - _. _ - 1040 AEEHE DETAIL IIN ,�pb,�Q� 3 8" RIVETS \ ,...-- Ar ape 06" C/L • -1 -----1----- - C�L PAVEMENT LEGEND . • A.C. PAVEMENT 1,1 J • 140 ..... - REMOVE EXISTING AC PAVEMENT _ , - CONSTRUCT NEW (6) OPENINGS T AT L=12" _:. - CONSTRUCT NEW N 36" C.M.P. PROFILE SCALE: PCC SIDEWALK HORIZ. - 1" = 20' r... .,_ . /// - GRIND AND OVERLAY VERT. - 1" = 2' - CONSTRUCT PCC < " IMPROVEMENTS 38+00 39+00 40+00 41 +00 42+00 Ili 1\4N CONSTRUCTION NOTES f O 1 SAW-CUT & REMOVE EXISTING ASPHALT CONC. PAVEMENT AND/OR AC BERM. 24" R.C.P. 0 W=12' 0237-111 -30-0000 I 0 W=25' O REMOVE EXISTING CHAIN-LINK FENCE. :6 0 0 0237-111 -29-0000 0237-111 -27-0000 O CONSTRUCT 8" ASPHALT BERM PER CITY OF FONTANA STD. PLAN 1007. U O ®O ® 34 O ® ROW OF EX. SEGO®PALMS (25)_ ® ® � O ® O O O O O O O O O COLD PLANE & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 0.10' • 7 6 34 13 34 7 7 3 6 7 00 o M o ``� w °° c� I 0 N ^ 03 w o 20 ��o (WIDTH PER PLAN) SEE DETAIL "A" ON SHEET 2. SECTION A-A �m"cru;mrw (4o , �w ( -� ,� 6 �� ^NZ o o NW c. o Nw �,W I Z '`„ - . Lo- ,r.m �;c �;w,�m - Y OCD"a ' O J w w a N m w w N Z co w w o�w w Z I O RELOCATE EXISTING MAILBOX. ^� + + toX NQ O W �W ,r) 0- up W H ^ J N W N� N�• M U' J M- 00 ix W W Mt + g it co • n n n U Oo N (no 1- O- rn v)� O +1 CO n O C9C� NOTES: N" m m m +" " ® N o �' + Z +g- W N NO �, o N I ^ - m 0 ti 77 REMOVE RELOCATE EXISTING STREET SIGN PER SIGNING AND STRIPING PLANS r7 M + +I- +U n0 +O rn� m + +1-- �- rn - O p+pm �Ma imQoona, co. aoQ +o- ooc, +m OJ CI) rn M v) co +� 0 ` O Oa 03 Mw O t�i �jZ N� grn(/) (n r`) • r7 M H M w oo s M a M a O " cD cD •O co U N - 0_ "� aQOa w� � � w N Mw + "'w '`'� co cn + r m \PROP. +F-- +�_ +vii¢ M ¢ 0 + + 0 +oc +3 " � c~i�w c~i�a c~n w d v N Z Q� "',- o rn N ¢ • d � Xz �;�* d N a ¢ d V) 0 a 0 Cr)8 rs,•g v~i w +,< o �m AND CI OF FONTANA SIDS. 1. 3/8 X 1-1/2" GALVANIZED BOLTS WITH HEX NUTS. N� N w o-N w N my �X -w �� '� �x � x � N?Lim N Q o �x x � x �x R/W �� o_ to w N w �w v • v N VI w cn w N J N zQ v)w vii w cn w w d •Q�Z Q o Z Q N •N d o •Q N O REMOVE PORTIONS OF EXISTING DRIVEWAY WITHIN PUBLIC RIGHT-OF-WAY. FIELD WELD EACH NUT TO ANGLE. _ _ �� NW V)C.7 ~ x CO ~ (D ~X HXW 1,7)5( ) 0 HO HX � xZ W NW 2. DRILL HOLE 7/1 s" MATCHED 4 PLACES AS SHOWN CV • X - � X-N``' - X- - -- - - )0(2---P ----1- -)N`� - X - -N - `"``` -X - X `j N "'``' v'``` -' O CONSTRUCT 6.50" MIN. A.C. OVER 12" NATIVE MATERIAL, � III R/W , M o, VW COMPACTED TO 95% 3. PLATE AND ANGLE ASSEMBLY SHALL BE GALVANIZED. © © . ,K Lii 3 CMP INLET - -- � r 19 2 12 REMOVE EXISTING C.M.P. RISER DETAIL �, _ �, { 2 6 1041.32 FL R=0.94% /2.76TC © 13 EX. WATER METER AND SERVICE TO BE RELOCATED (BY FONTANA WATER COMPANY). N.T.S. W © N, 1041.32 FL .09 FL 1 �' V) 0 - " 0 © 9 9 © 1043.04TC 0 0 0 1044.84 TB 19 PROPOSED 4.00' HIGH CHAIN-LINK FENCE. 0 R=1.14X O C� \ _ 0 1044.17F1 20 PROTECT-IN-PLACE EXISTING UTILITY. �N \ ® ` \ \ . \ \ \ \r" . \ \ \ n\ \ \ \ \ _ \i' \ \ \ \ \ \ \ \ \ \ \ \'\ \ \ ' S 1044.20 t ..,,.\< rn 24 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN N0. 3022. U o 0 13.69' O n 0 4 1 � t � �vsr� 1U 1 co m Qp v t: J . f © 5 39+00 �^ J " ^-:�J�.`r' T'i= 5 40+00 �•� \ ,g,„ 40+00 41+00i g pi 5 25 CONSTRUCT 24" R.C.P., D-1750. m N i 1 I , 1 42i 26 CONSTRUCT C.M.P. RISER PER DETAIL ON SHT. N0. 3. ®W-12' CV ) 0 0 c-Ic; I _____Ji--,4___________ co M �` \ `� wI�,' (1043„65FP) 1044,21 FP) 27 CONSTRUCT CONCRETE DRIVEWAY PER CITY STD 1002 (W= PER PLAN). CD �'`� , �'C,� N W � - \�;� x� N%„ ��� ,�- _-- -- T, -- - - - Q �j ALLOW PROPERTY OWNER TO REMOVE E ING SEG ALMS ( OORDINA0 28 XIST 0 P C TE® �' vz C C T, �,J ��� r� r o goo , o�,��� \ �� �` � �o �� �� �� , r'/o �� T;,o �� ,o o�� o 29 EXISTING FLAG POLE TO BE RELOCATED. (COORDINATE) 7+`o o Q �� c} �� u \ ti' J = \J 0 Q� 'CS5\ �J Ii �C - .6, C Z,.1 '-'� a 4 r� C\ N N o_ 0 D .o v I;Ca, ,T�, J i= st��?9 �T std i',.., a Csr O �� 68 ro �� o s�� J ,os� J _;c-27� � Z ������J �r,o� , Tr 31 PROPOSED 4.00 HIGH CHAIN LINK FENCE GATE (WIDTH PER PLAN) �' ce coo 0 ^ w c� N c <'` �r <i,©� o WTR. MTR. �io� (,0 n �i�� S�iA\ a: r-c' X ±�' a Z _ _ - _ - - iti1 T ��. J 34 REMOVE EXISTING LANDSCAPING WITHIN R/W & CAP EXIST. IRRIGATION. Q o m "'``' ¢ oo W m .J ` - � `�� _ i (1043.?1 FW) ` (?043.8 FW) (1044.38 FW) \ / (SEE NOTE 28 REGARDING COORDINATION WITH PROPERTY OWNER). +U / m J �? °' 2 - - 11_] I-- .. OVERHEAD JURE - f Q X`rn 'Q�___. " _ Ln,W,, _ U ► - (?04.3.5) FW} tom � vl rn `-ii r� n - - .- -_- - 1041. ^ Q 17)0:0 O U Q Q �,W �r �- - \\\7-..--._____ „� 88 ^ Sr n. r•-) N a M �� Z ��I �j I l' r: x.90 epir� "0,,,,,,,, s�, n '\r o7 I ,17 (-70s� 1041Sa5 �, LL; v)m �tCITRUS AVE � \& gyp `.006 \s� �� CoQ°srsr sc h • riz 1 m J o� o N .. �MI CURVE TABLE \._ . N U 1-1-,-.co0? .mow 'tw coo U �� ; Z. CO o o .. 1041.78 TB �J �o ,na m.--1H •-000 o2 1041.11FL F w '\o m m o o CURVE DELTA RADIUS LENGTH TANGENT 0 0 �� C1 89'30'06" 50.00' 78.10' 49.57'N o o oC2 65'10'04" 5.00' 5.69' 3.20' .41‘111111.........- 1-F-1------ 31.92 I I INV C3 130'20'09" 6.91' 15.71' 14.92' 0 10 20 40 60 DRIVEW11 AY AND RELOCATED RISER DETAILC4 65'10'04" 5.00' 5.69' 3.20' SCALE: 1" =10' SCALE:1 "=20' WD/D# 8-36C370368 DR 14-005 ___ Du , isOT SHOULD CONSTRUCTION OF THE REQUIRED coFESS/pNge Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN TWO ,&c< --.), D�o� D ST�Fy�� Thieves EN9'/17e0 sung, Inc. STREET IMPROVEMENT PLAN r YEARS OF THE DATE OF APPROVAL SHOWN HEREON �rA14349 FIRESTONE B• OULEVARD IN LA M/RADA, CAL/FORMA 90638 DRAWN BY: CITRUS AVENUE SCALE: DIAL I � TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 56155r * P.(714)521-4811 FAX(714)521-4173 AS SHOWN BEFORE DDIG ( �, /DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE v ‘ P 12-31-16 Q c. DESIGNED BY: STA. 38+27.74 B.0 R. TO STA. 42+00.00 DAZE: Y4 / YOU DIG 9� civ0.- �� t---..")0 ? AS 15 K TOLL FREE 1-800-227-2600 PLANS TO BRING THEM INTO CONFORMANCE WITH F O Date :3 ZS �S CHECKED eY: APPROVEDi OF C A��F I %� DRA ING N�.: 3 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. qTY DATE STANDARDS IN EFFECT. `--�L - REINHARD STE.dZEL RCE NO. 5615 CITY ENGINEER y R.C.E. 51152D �� 5 a5� 4