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HomeMy WebLinkAbout2485-2.tifR A o T 1 62.00' U 39.90' 20.67' 2 38.00' 253' 44' 23" 168.29 --- 3 25.00' 90' 00' 00" 39.27' 25.00' 4 Co N ...a. 90. 00' 00" I- o0 5 32.00' 901, 00' 00" U r-._...._.. 32.00' 6 58.00' 147' 54' 36" 149.73 --- 7 62.00' OWN*--. 31.33' .... »., w . ».... :» »:,,» 0 », o »...,._ _... 60 »» ,......... »... S8'21'43"E(R) 17 S33' 17'06"W(R) 0 1 18 ». ......... ......... 6+55 » . »,».. 1.-- 5+75 0 0 TAN GAD AN GR E r 1.3 Cy d- DD V • a ., »,. n_ 5 U U 7 8 0 0 U F- tQ 7 ,5 PI 4 .0 0 4 90 � �.. ._, C0,04 r` q o R0 LL cn ED TC m U N RT ST VE qt d- f3) d- 00 00 M d - d• 0 s,»..00 00 U 00 eCOD co - d- + _d + �p 0 0) 0 000 N +(0 �• 7 T GAD AN C.R.» 0 E. 4�-- 0. o "' `t 11 1 L=4 11 1 1 1 1 1 1 L=11491. 1+83.09 BC L=12.1 28 Underground Service Alert Cat TOLL FREE 1-800 422-4W TWO WORKING DAYS BEFORE YOU DIG CURVE DATA 0 R A L T 1 62.00' 36. 52' 12" 39.90' 20.67' 2 38.00' 253' 44' 23" 168.29 --- 3 25.00' 90' 00' 00" 39.27' 25.00' 4 50.00' 90. 00' 00" 78.54' 50.00' 5 32.00' 901, 00' 00" 50.27' 32.00' 6 58.00' 147' 54' 36" 149.73 --- 7 62.00' 28. 57' 18" 31.33' 16.01' 1 1.33 U H a U �-- U �t N d 0 ,n co d- + d- ,�. » 2 J 3 ».,, ..... , ..,.._ U pr VERT: 1"= 4 ,n .. ....... ...... » < (D -CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 ca h »... .. ...... d- M CITY STD. DWG. NO. 121, WIDTH AS INDICATED 16 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 17 ADJUST VALVE BOX AND COVER TO - - DRIVE APPROACH LOCATIONS ttj _ ... 24.04'1 10 6+50 ......... 7+32 d- 7+64 4 N35.51'08"E(R) 0 N77'51'53"E(R) Mahn, te) »» ,......... 16 S8'21'43"E(R) 17 S33' 17'06"W(R) ... 18 ». ......... ......... 6+55 » . »,».. „».. 5+75 0 TAN GAD AN GR E r 1.3 DD V a ., »,. n_ 5 U U 7 8 U U F- tQ PI 4 .0 0 4 90 � �.. ._, C0,04 r` q o R0 0 ED TC m U O U o 0 o f3) d- 00 00 M d - d• 0 1 00 U eCOD co 0 000 +(0 �• 7 T GAD AN C.R.» 0 E. 00 oO or o� - 0 0 + IC) qt .�- + + w kw w.. w.. _... .__W_ w. _w »+ PR POE F. . . _ ..._... _. _..... ...._..........._ ........... 00 .._.. _... u� V x : _ " V) ua» U E IST NO NO _G T STAVE. fII d PI __ 4 .0 0 4--90 .»..�..m»w». »» .». . _,. »»», »»»» 0 o o • i,, 0i a, rn .,»., Y», U cn o 00 Ln 0 0 % o� > r:C;t> t�opco 1 0 ...:,.. .. ._. ......:: : _::...,..:.,.fes.. v ..... .......» .............» o co .�.:....... .......,. .»,..._. :,,v,.»., co d- ,.,..,,.. -�-` ,d- + to ,�, L= 9. 7� PROPOSED T13 URB LIRE 39 Zr L_R__... 0 18' R . U F- (o RE UR UU _.»_TI: ._ 0 4+90 „ ------- 0 F- C14 O M r 00 P SE T • _...... ca ­­ 1., -1 . O O cQqt o01) anamoo-0-o", 00 U N M LO C W "AS -BUILT" U pr VERT: 1"= 4 t - ,n .M.. ' ori o� o ~ rn < (D -CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 ca h o ,� d- 37 o i'A 0 0 40 CITY STD. DWG. NO. 105A ,W=5' d- M CITY STD. DWG. NO. 121, WIDTH AS INDICATED 16 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 17 ADJUST VALVE BOX AND COVER TO - - DRIVE APPROACH LOCATIONS ttj M 10 6+50 +� 7+32 d- 7+64 4 N35.51'08"E(R) 0 N77'51'53"E(R) Mahn, te) 16 S8'21'43"E(R) 17 S33' 17'06"W(R) 18 6+85 19 6+55 20 5+75 0 TAN GAD AN GR E r 1.3 4 0 5 8 7 8 AS + v "0" A � 40 RUNWAY AVE. tc � F See Sheet 6 25' 25' 18' 18' 5' 10' 5' H AR CATCH BASIN DETAIL Tract SCALE: 1 "=10' 0 1 2 3 4 5 6 7 o O v1 +00.00 Northstar Ave. 4+65.00 Norths ar Ave. :�a� U-) m � III + 1 +00.00 Runway Ave. 3+76.00 Tristar Ave. w 1+50.00 ECR o- 4+70.00 C.B. 15 e °;,aa•,. 9 ;r, W=10 ,V=7 ,H=2 -5;.x00' 5t-.$0' -55.$0' 5 e, ,a P i a„ ; b,; ,Msa . i. a� �y `a:d:.e j..n , 1 • r° 3dRiS! A4.RZG.P.L9Ri.39 w'°a"s is°i 4 `�.a a` 1 fi ,16 , fa, °a'M►I a 3 6 IA N IA 9L454, • 12��a 7 cy •.a 1.VT0 55-98' --X5.49'- 5z?90' 589' f w3+33.00 �' ''y' '�� 3+33.00 -fie,.. PP? ECR BCR O O (� + w 2+05,00 C.B. 15 v 00 U W 10,V= =4 ,H=2 c� M II II o w Lol 0II II o 27 26 6 25 24 23 22 o I o 21 o (I I) o 5' 10 5' �s N, 18' 18' o� 30' 30' °��G TRISTAR LANE See Sheet 7 o m �� LO O + N CATCH BASIN DETAIL SCALE: 1 "=10' AVENUE 0 SCALE: 1�5 1 "= 40' 13 M 7+92.18 • . Ave- a . P. intI Li • V i • e O., Y ro 0. .. • 19 18 17 16 Tract PLANS PREPARED FOR REVISIONS Engineer City BENCHMARK No. Approval Date: Approval Date: CALTRANS BENCHMARK NO. 8-17 Landings 750 L.L.C. BRASS CAP IN CONCRETE S.C.E. TOWER LEG. Attn: Ben Anderson 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN 550 W. Orangethorpe SEVAINE RD., IN SOUTH CONCRETE BASE OF Placentia, California 92670 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. (714) 996-6700 5 N/LAS ��, ELEVATIONS 1428.6090 15 LOT NO. R "AS -BUILT" HORIZ: 1 "= 40' 1+80 VERT: 1"= 4 2 2+10 CONSTRUCTION NOTES 3 CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE ( See general notes 31&32) 3+20 (D -CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 ( )_CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16' CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A ,W=5' 12 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A 15 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH AS INDICATED 16 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 17 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130 DRIVE APPROACH LOCATIONS DRIVE APPROACH LOCATIONS LOT NO. DESIGN "AS -BUILT" 1 1+80 2 2+10 3 2+90 4 3+20 5 4+00 6 4+30 7 5+10 8 5+40 9 6+20 10 6+50 11 7+32 12 7+64 13 N35.51'08"E(R) 14 N77'51'53"E(R) 15 S55'30'47"E(R) 16 S8'21'43"E(R) 17 S33' 17'06"W(R) 18 6+85 19 6+55 20 5+75 LOT NO. DESIGN "AS -BUILT" 21 5+45 22 3+85 23 3+55 24 2+75 25 2+45 26 1+60 27 1+32 28 S35' 16'48"W(R) 29 S66.42' 15"W(R) 30 1+32 Prepared By: RoF ESS �0 CITY OF FONTANA , CALIFORNIA ALLARLE) ENGINEERING �o Civil Engineering - Land Planning 4 6101 Cherry Avenue cn cry �o - Drawn By: STS' RJPROVEAENT PLANS Scale: Fontana, California 92336 No. 36052 m JATRACT 15655-11 1 »= 40' (909) 899-5011 Fax (909) 899-5014 Exp. 6/30/20 Designed By: NORTHSTAR AVE. Date: CtVI_ ��• S C N 8ta.1+0000 to Sta. 7+9118 Feb. 1997 • � Rayrno d J. All rd, R.C.E. 36052 DateqTF pF CA1-�FChecked By: approved: c.� �✓� s• -7 . g, Dwg. No. Q (expires 6/30/2000) RJA,., CITY ENGINEER R.C.E. 25126 Filename: L:\DWG\1 UZU1 \15b55-7\1UZU15TZ.L Date: May 22, 1997