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HomeMy WebLinkAbout4869-2- I ! 1 I ! I I I 1 n�• I I I I i I I I I ' I ! I ( I I ! �I� I I I i I I I I I i (�I�h/ I , 1 I I I ; t I I i I i I i t 1 e �� I� I I lt� I r r e I D� 1 , 1 I 1 I - 1 t ' 1 IIOi FsJ® � �� . �' I � i •— t i 1 I I _— I—. � , � _ i 1 I 1 I 1 t t I 1 1 I - I 1 - I 1 , 1 _ e `I - �I" � e �� �� - 1®-'� I I I .L�.-l_-1 1 , _—i._.•�i.a.—I 1 i�f^ � f-1--1�.-1_��� ! - �----- ! � ' 1 � I ' �' ' �+.—, . �'� ' � ' - t 1 - - - .......... �7U1 I n 1 /� ! /\ 1 Q04Qujor mow e -0 W I v!� o� { t i !' I I -_. III _ - MNW (11 QL I ` 1 _ _ 1 I - I t I 1 I 1 1 1 I I I I- I � 1 I I I ; I ; � , �•\ � I � 012 ; 1 I 1 /y' W� ° � ` / Y I Q• � W` "i �./•) 1 I I i � o I I I � ^� W - I 1 I 1 I I, ��•t`(� ( Q r I '\� iii { r � r I e 7� '\ V r � � I I ! ; I I I ; I I I 1 I ; ! ! I I ; I I 1 - 1 --- I__ o - '- ! �� I - -- +-� I ji �--+�� � ��- t 44 i--g-��; ;��TIt +--+�+ ' I r I�TL� +��—�i�_•i'---+-� fL���1T ----�- ---� �� MW I 1 1 I 1 I I I I 1 1 I I I I I 1 I ! I I I 1 I 1 I I 1 1 I 1 , 1 I I I I I { I' — I I I I I I 1 I 1 I I I I __ , - - PROFILESCALE 1 1 I I I I 1 I I 1 I I I I I I I I I I I I I 1 I 1 I I I I 1 (� ,/ /IOR�L. %n /0/ / -4— VERT. - 10*00 10*25 10*50 10*75 11*00 11+25 11+50 11+75 12+00 WW 3 z l I o 9 Fel lV 1 2 LEGEND cs cj 0o Z �, CONSTRUCT NEW AC PAVEMENT -"m:I 1 °0 0 o ~ \ W '� L'Ij -- -- oo0`���''�W �`'' -- -Q - �Q - - -- - -- v� II � / 'c� \���-�`�''(��y• 3� \ �' -- �um K XREMOVE EING IMPROVEMENTQ� V oQW EX/STR/W �o EX/STR/W� 06� W-, 8 CONSTRUCT A C 0 VERLA Y - EX/ST EX/ST FENCE 8 ``� \ \ . _AQP �p `1, �' p �' �, o �.. - [ '-� HEADWALL m .. 7N -� PIPE DATA 0 BEAR/NG RAD/US LENGTH TANGENT AO 24'11 107" 45.00' 19.00' 9.64' © N 32620 W --- 22.73' --- © N 030'43 W --- 79.19 --- At 20J025"' E --- 57.23 --- EO 17"18'46 45.00' 13.60' 6.85' FO N 14'48'41 W --- 6.56' --- © N 3'3932" W --- 38.40 --- HQ N 0'29'57" W --- 77.43' --- 8 9-49'00" 20.00' 31.35' 19.94,' O✓ 90'07'57" 20.00 31.46 20.05' CONSTRUCT NEW CONCRETE e . a EX/ST CB S - � - �Gj 1p �� 81.49 TC � �p� H 9 � �p°� 0.301 � � •-, •. � " .e-- \ AAs EX/STING GAS LINE G 80.82 FL EX/STTO Rf I, I '... ^. ter' _ _ '►: _— ,, - - - -^ • �. W— EX/STING WATER LINE _. - -- - - --- -- - - _ s EXISTING SEWER LINE EX/ST C&G , ••'51 GAS GAS TO REMA/N\ , / \/ T F T w W_ w w w w w w w w '- G S- Cr r� GAS GAS tAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S S AS GAS D F o EXISTING TELEPHONE LINE 4 5 4 5 7 7 7 8 E 7 8 4 5 8 EX/STING FIBER OPTIC LINE F� 3 � � S S S S S S S S S 3 � 49 N 029'57" W L A UREL A VENUE \_sT STA 50f00.00 CONSTRUCT/ON NOTES SEVILLE AVE CILINT o Q1 CONSTRUCT 18" RCP (D-3000) PER 'TRENCH DETAIL " ON SHEET 1. ® PROTECT IN PLACE 3 E - z I I ® I 20 CONSTRUCT LOCAL DEPRESS/ON PER CITY OF FONTANA STD. PLAN N0. 300390 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER C/TY OF FONTANA STD. PLAN. NO 1000 Q3 CONSTRUCT CATCH BASIN PER C/TY OF FONTANA STD PLAN NO 3004. (W=14) QD CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER C/TY OF FONTANA STD. PLAN NO 1002 N ® REMOVE EX/ST/NG IMPROVEMENTS (W/DTH PER PLAN) DRIVEWAY WIDTH AND LOCATION /S SUBJECT TO CHANGE BASED ON EXISTING FIELD COND/TIONS AND/OR OWNER AND CITY INSPECTOR RECOMMENDATION m mum— �o 50 CONSTRUCT 4 1/2" AC OVER 12" MIN 957' COMPACTED NATIVE. 1Q CONSTRUCT AC OVERLAY PER PLAN ao Q © CONSTRUCT CROSS GUTTER PER C/TY OF FONTANA STD, PLAN NO. 403 O2 CONSTRUCT 1 '' UIN AC FEATHER FOR SMOOTH TRANS/TION 10' O 10' 20' 30' Q7 RELOCATE EXIST UTILITIES (BY OTHERS) © CONSTRUCT 8" CURB PER CITY OF FONTANA STD PLAN NO 1003. II BASIS OF BEARING (SIDEWALK, RAMP & ECT ARE TO BE EXCLUDED) SCALE /N FEET THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS -83), ZONE 5, EPOCH 1992.88, BETWEEN SAN BERNAD/NO COUNTY SURVEYORS GPS STATIONS 21128 AND 21289, BE/NG GRID AZIMUTH OF 10314529'. GRID VALUES WEREp SHOULD CONSTRUCTION OF THE REQUIRED OFESS/ Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA HELD FOR ALL PO/NTS, HOLD/NG SAN BERNADINO COUNTY GPS POINT 21128 O QFZ AS THE PO/NT OF ORIGIN. ALL PO/NTS WERE THEN ROTATED TO HOLD THE IMPROVEMENTS NOT COMMENCE WITHIN TWO ��`� Q� 0- Mph �< STORM DRAIN IMPROVEMENT PLAN GRID AZIMUTH BAS/S. II= YEARS OF THE DATE OF APPROVAL SHOWN HEREON�,�% o z DRAWN BY: LAUREL AVE &SEVILLE AVE SCALE: BENCHMARK AND CARRIED FORTH IN A DILIGENT MANNER, THE u No. 40964 m KNT/SN INTERSECTION AS SHOWN DIAL TWO WORKING DESIGNED BY: DATE: NATIONAL GEODETIC VERT/CAL DATUM OF 1929 (NGVD 29) BASED ON SAN BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE * * KNT SN 4aE »A» 11/08/10 BERNAD/NO COUNTY GPS PO/NT 2119 FOR VERT/CAL CONTROL, EL.EVAT/ON = YOU DIG YOU DIG s�, P / / WITH CIVIC- . // �� /d CHECKED BY: DRAWING NO.: 1319.336 AND VERIFIED TO MATCH SAN BERNAD/NO COUNTY BENCHMARK 478 TOLL FREE — — REV. PLANS TO BRING THEM INTO CONFORMANCE -9TH. ��� � Date A ED � , 2 (ELEV. 1275.152) PER CITY OF FONTANA CIVIC CENTER PARK - PHASE 1. 1-800 SERVICE 2600 OF cN_ FEUPE U. MOLINOS R.C.E. 40964 D � A PUBIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS I N EFFECT. SN CITY—ENGINEER R.C.E. 51152 48 69 2 SI\DESIGN SECTI❑N\CIP IMPROVEMENTS\Laurel at PE Trail\SHEET 2rdwg Nov 16, 10 - M29aM �-,� �:'�;: ca-".;;�.��