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HomeMy WebLinkAbout2485-4.tifmmaw • it Is';, ,� S • m to 1'60' VC .......... Mrs 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . L 39 T v ... L ... .... . ..... 59-.27` . • 29 c 10 o6 17 U pp 7+01 P Q 2 3 S s . ......... . ..... ........ ...... .... 00 .. . ....... ..... . ..... .......... . . ....... ._ L=:39.27 U)L_ .... ...... . ..... ,.,.._---- ... ... ....... . . ...... ... ......... ... _ LL 0 0 +.. 5.5 =r O ,:, P — — _:: % 5-.8 09 OD _ --.Pt 0 2+3C L0 UP R R UP I P 00 N o.-,0(7( �r i m 18 L T rc v mr � o ... • 60' -VC o0 nn U 2 3_ _I Mo 0 U � � � Ea cQ C? � i C:) + � `o ma o om Lf o N _:: N_: � :w. �. _.._. _ w_. _.� _w_:w... 1 4 g _cV + . 8 mn 0 0v o w 0 yo E IN MP R. � �N-$n � 1.4.3% wom K. I)D m -L 0 o xN n E3 �0 CCA AV LLE A E V PI IN 5 a5 ^0 300. �LL oUn) �;!C�S1 D_F­0� IDENTICAL .......... Mrs 4 ,,i �` 62.00' III O O 39.90' 00 v 4 253' 44' 23" . • 29 c 10 o6 17 U 18 7+01 P Q 2 3 S s �- 3+71.00 II I +m a O 5 00 • •t 77�:...__ ._ L=:39.27 U)L_ .._ v ,.,.._---- — E w n _ LL 0 0 +.. r-- .,,.. =r O ,:, — — _:: E _., tr z co..,. ti _ UR L0 UP R R N 00 N o.-,0(7( �r i EGI IIAPR._ rc v mr � o ... • 60' -VC o0 nn 2 3_ _I Mo 0 U O s 00 Ea cQ C? C:) + � `o ma e ca Lf o N _:: N_: � :w. �. _.._. _ w_. _.� _w_:w... 1 4 _cV + . 8 E IN MP R. 1.4.3% V PI IN 5 a5 ^0 300. �LL oUn) �;!C�S1 D_F­0� 1 2 3 4 5 HEATHROW AVE. RUNWAY AVE. Tract 15655-12 See Sheet 6 30' 30' 25' 25' IDENTICAL .......... Mrs 4 ,,i �` 62.00' III O O 39.90' 00 v 4 253' 44' 23" . • 29 c 10 o6 17 U 18 7+01 P Q tlP SE IB R T S s �- 3+71.00 II I +m a O 5 00 • •t A. ._ L=:39.27 o � Runway Ave. — _. as o 7+11.00 m 9 6+95.00 ECR a BCR � s E 6+95.00 ECR 9 — — - — 90.00' 100.00' _ UR UP R R 00 o.-,0(7( �r i r rc v mr � o ow • o0 nn 7% Lf o � 1 2 3 4 5 HEATHROW AVE. RUNWAY AVE. Tract 15655-12 See Sheet 6 30' 30' 25' 25' IDENTICAL .......... L T . ..... 62.00' III O O 39.90' 00 v 4 253' 44' 23" 168.29 29 c 10 o6 17 U 18 7+01 P Q tlP SE IB R T S s �- 3+71.00 II I +m 5 :B O 5 00 i2)' ._ L=:39.27 o � Runway Ave. — _. as o 7+11.00 m 9 6+95.00 ECR a BCR � s E 6+95.00 ECR 9 — — - — 90.00' 100.00' _ UR UP R R 00 o.-,0(7( �r i r rc v mr � o ow o0 nn 7% Lf o � 1.4.3% 1 2 3 4 5 HEATHROW AVE. RUNWAY AVE. Tract 15655-12 See Sheet 6 30' 30' 25' 25' • • • IDENTICAL .......... L T . ..... 62.00' III O O 39.90' V00 qT 4 253' 44' 23" 168.29 29 c 10 o6 17 U 18 7+01 19 7+81 E N w + I S s �- 3+71.00 II I +m Caravelle Ave. 21 8+91 22 9+21 a, > r) o � Runway Ave. I as o 7+11.00 m 9 6+95.00 ECR a BCR � s E 6+95.00 ECR 9 90.00' 100.00' x.007 1575-. er0, —55 6' 00 to o.-,0(7( i • • • PROFILE t l ..:_l. l t : 1_L_ ! �.. l_L_ l _l.._ L__L:_�� J � l L_� 11 _-L-:1 1 1 _. ___ _ -._.. H.4�• 6 7 8 9 10 11 is is is is 1+00.00 Carovelle Ave. CARAVELL 6+68.00 Heathrow Ave. 13' 40 I 39 38 I 37 36 0 IDENTICAL .......... L T . ..... 62.00' III O O 39.90' - qT 38.00' 253' 44' 23" 168.29 PROFILE t l ..:_l. l t : 1_L_ ! �.. l_L_ l _l.._ L__L:_�� J � l L_� 11 _-L-:1 1 1 _. ___ _ -._.. H.4�• 6 7 8 9 10 11 is is is is 1+00.00 Carovelle Ave. CARAVELL 6+68.00 Heathrow Ave. 13' 40 I 39 38 I 37 36 0 R Q L T 0O I �O O I O r _W 62.00' III O O 39.90' (0Prj 2 38.00' 253' 44' 23" 168.29 29 c 10 o6 17 U 18 7+01 19 7+81 E N w + I S s �- 3+71.00 II I +m Caravelle Ave. 21 8+91 22 9+21 a, > r) A, d. 6+52.00 Runway Ave. I as o 7+11.00 m 9 6+95.00 ECR a BCR � s E 6+95.00 ECR 9 90.00' 100.00' x.007 1575-. er0, —55 6' �... rVr pp ��pph�i!lfl�f maC.S } I I � I I� y • � � 1i a • v t 4 i r s • 9 e O s 0 T7y ..may a +n •i •• __ •• • •• • •• •• �\ 1 L�1 6+09.00 . , BCR (2) ECR BCR • • • • • • • • • tU cp c0 00 O - 0 o±w 00�� 1%-o Ld LO to + + r_� �6 +jX11 0 III AV Tract 29 10+64.82 • • - - e 35 W 32 31 30 Radial '• 28 00� Namx y� A 1' S 1 �ry��yr f I 1Fxs� o • AFA Ilk y O V ... , Q e 0 , M. 1 u : •v • •! �• !• •! •• iia _ •• � _ � � `,� I I �� • ° N I o 13 U 15 16 17 18 25 �IZ� IIIA Tracit -156-35-10 DRIVE APPROACH LOCATIONS DRIVE APPROACH LOCATIONS DRIVE APPROACH LOCATIONS 18' 18' 18' 18' 30' 30' 25' 25' CONSTRUCTION NOTES HEATHROW AVE. RUNWAY AVE. (D—CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE Tract 15655-12 See Sheet 6 ( See general notes 31&32) Underground Service Alert o� r=__1 Cat TOLL FREE 1-804 422_ TWO WORKING DAYS BEFORE YOU DIG CURVE DATA 0 R Q L T 1 62.00' 36' 52' 12" 39.90' 20.67' 2 38.00' 253' 44' 23" 168.29 - - - 17 6+71 18 7+01 PLANS PREPARED FOR Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 �8 -- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16' G)_ CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A ,W=5' @_CONSTRUCT 2" x 4" REDWOOD HEADER 16 ADJUST MANHOLE FRAME &COVER TO GRADE PER CIN STD. 109 17 ADJUST VALVE BOX AND COVER TO GRADE PER CIN STD. DWG. N0. 130 30 CONSTRUCT TRAFFIC BARRICADE PER CIN STD. DWG. N0. 118 LOT NO. DESIGN "AS -BUILT" 13 4+51 14 4+81 15 5+61 16 5+91 17 6+71 18 7+01 19 7+81 20 8+11 21 8+91 22 9+21 REVISIONS Engineer City BENCHMARK No. Approval Date: Approval Date: CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATION: 1428.6090 // • &OPLIA LOT NO. DESIGN "AS -BUILT" 23 10+03 24 10+37 25 S31'07'02"E(R) 26 S69'57'37"E(R) 27 N70" 16049"E(R) 28 N30'31'22"E(R) 29 10+37 30 10+03 31 9+21 32 8+91 LOT NO. DESIGN "AS -BUILT" 33 8+11 34 7+81 35 7+01 36 6+71 37 5+91 38 5+61 39 4+81 40 4+51 27 26 SCALE: a w a 4,11 d. r Prepared By: o0F ESS /o CITY OF FONTANA CALIFORNIA ALLARD ENGINEERING �o Q NoIi. ,q "l Civil Engineering — Land Planning <<-� �2 6101 Cherry Avenue �7 o �' Drawn By: STFEET NUPi�OVEIVT PLANS Scale: Fontana, California 92336 0 No. 36052 rn JA TRACT 15655-7 and 10 1 "= 40' (909) 899-5011 Fax (909) 899-5014 % Exp, 6/30.120 Designed By: CARAVELLE AVE. Date: 0LU_ac_,NJ15 • Z� ' �' %P C ! V 1 �- �� SC N St& 1+00.00 to St& 10+602 Feb. 1997 _Raymo J. AI rd, R.C.E. 36052 Date q�F OF CA`�F�� Checked By: Approved: •��-P� �• z�• 97 Dwg. No. 4 (expires 6/30/2000) RJA ,cCITY ENGINEER R.C.E. 25126 7 Filename: L:\DWG\10201\15655-7\10201514X Date: May 22, 1997