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am W 111�0011mnnz�lm W laws wassawas Monosson PROFILE KENNEDY AVE. SEE SHEET 2 , SCALE: 1 = 40 30' 30'GILFILLAN DRIVE 18' 18' 90!!TH HK1h�LAND AVE. TRAC __rr�,rrrr� DWa N0.2" 48 r J56 �� 2 �1 0 23 24 25 26 27 28 2� 30 31 32 v III Ib Co +� I I II •- m 253+17.00 rn ,R 9+94.00 BCR •tib a0 ECR9 C� s9�, 4-10 0 `SA 54 32.35 L=31.66' 6.1 66.00' 66.00' 66.00' 70.00' 8 70.00' TYP. 70.00' 52.00' : 53.00 L 27. II ,.A N N 14 N�. , y l:•/ 3 6 4.. ;: :o: :rx •2• 3 �• :, . ................. ...::::::::::::: CAN :: k 1-fi-OO.OQ Gilfiltan C . ............................................................................................................................................::::::::::::::::::::::::::::::::::::::::::::::::::.•::::::::::::.:��:�::::::::::::::::.....:::::• . .............................................................................................................. t: :. �: r :::::::::.:: ....::::::::::::::::::::::::::::::::::: ::... .. 1 + K nned :::..:. ::.:: :.::.:.:::::::::.:.............:::.:::.:.::.:: ::.:::.:.::....:::.:.:.:.:.:::::::.•::.•::.•:.•:.:.:::.•::.•:::::::.•::.•.•:::.•::::.•:.•:::::.:.:.:...::..:...:.......:.:.:..:.::.::...................................:...:...................................................................................................................................... 0 40 00 a Ave. Y ...................................................................... ........................................................................................ ....... .............................................................................................................................................................. . :::.....::......:::::::..::..::.::.:.:::::::::::::::::::::.::::.:..::::::::. - .::-..:......:'::::'............'..........:::::::::::............'::......:':::::::......::::::::::::::::::::.::::::::::::'::::::::::::::::::::::.:.:::::::::::::::::.:::.::::::.:::.:.:::::::::::::::::::::.:::::::::::::::::::::::::::::::.. :: .. . . ......................................................................................... . :.:::.::.::.::.:.:::::.:::.:.::::::..:::::::::.::.::..::.. ::::.::::::.:::::::. 16 ........................... o... . ........................... 6................................................................................................................ 8+66.6 Gil Ilan Ct. .... ..................... M 1 ...................................... ±.............................................................. ........................................................................................... �ti I :::::: :.. :::::::::::::::::::::::::::::::::::.:::...............:.:::w:................. 3 ::: w:..............................................................................:: t+�...............................................................................::: w:................................................................................:: u�:............................... w ................:.............'�................................................ ......... ........................... .. ....................................................................................................................................................................................................................�-...........__..... 253+72.00 S. Highland Ave. �I ::::::::::::::::::00 46 I I �ti• 28.41 'O 65.00' 65.00' 65.00' 70.00' 70.00' 70.00' 52.00' :I rot (� 55.00' L=31.66 32.23• 9 lb I 10+94.00 254+27.00 cO cv%o v v v ECR LOT NO. DESIGN "AS -BUILT" 23 1+80.75 14.81' 24 2+30.43 14.16' 25 2+95.43 15.45' 26 3+45.92 27 4+30.01 Date: Oct. 1997 28 4+96.27 Checked By: 29 5+61.01 4 30 6+15.93 31 6+99.92 32 7+61.03 33 7+61.07 34 7+01.06 35 6+33.30 36 5+61.48 37 4+78.95 38 4+43.21 39 3+67.30 40 3+13.77 41 2+29.31 42 1+83.18 o ��' •III � ° M m o r N M + 4 + + I -� IIp C" + I III o 4 + 41 37 36 35 34 33 m 2 N 40 3® 3s o 1 I II 1 s' 18 61 TRACT J ��r�-'. SOUTH HK*LAND AVE. 11 SEE DWGIL NO. CONSTRLCTM NOTE; KENNEDY AVE &-CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE (See general notes 31 do 32) `SEE `SHEET 2 CURIVE DATA (D -CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. N0. 101 8a-• CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16 , R L TANGENT 1 460.00 03'41 14 29.60 14.81' 2 440.00r"-03'41 F 14 28.329 14.16' 3 480.00 03'41'14- 30.89 15.45' 9� CONSTRUCT 4' PCC SIDEWALK PER CIN STD. DWG. N0. 105A ,W=5' 16 ADJUST MANHOLE FRAME At COVER TO GRADE PER CIN STD. 109 17 ADJUST VALVE BOX AND COVER TO GRADE PER CIN STD. DWG. N0. 130 PLANS PREPARED FOR„_ REVISIONS Engineer „ , ,city „ , gE�HPrepared By: _�s� CITY OF FONTAN,4 CAI IF[�RNI,�► (expires 6/30/2000) RJA11 F•,�,4 CITY ENGINEER R.C.E. 25126 2J`"38 7 Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 No. Approval Date: Approval Date: CALTRANS BENCHMARK N0. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. CM CU 1428 6090 ALLAn:L[,) ENGINEERING10 �oJ' '�� Civil Engineering - Land Planning ��, �, <v �0 6101 Cherry Avenue co C' o . Fontana, California 92336 No. 36052 z (909) 899-5011 Fax (909) 899-5014 W M Exp. � d •Z7 •4% kP C \ �� Raymond R.C.E. 36052 Date ATF OF V `�F�� Ra mond J. Allard, ca ' Drawn By: DA STFEET MV7MAMT PLAW TRACT 2 and 12 GILRLLAN AVE. Sts. }}00,00 to Sts• 8+M8 Scale: 1 "= 40' � Designed By: JF Date: Oct. 1997 Checked By: np roved• • ��� ��/�✓/'J' Dwg. No. 4 (expires 6/30/2000) RJA11 F•,�,4 CITY ENGINEER R.C.E. 25126 2J`"38 7