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HomeMy WebLinkAbout3034-6ACL INT 8+10.97 BRANT DRIVE =163+73.58 BEECH AVENUE ST =7+97.99 60+00.61 BRANT DRIVE =10+00.00 CL MH #17 I9 0lil<�A QW0 PER DWG NO. 2746 Mo: o INT m of U � RIGHT OF WAY EX U CD S SEWER UNE C>'* o+� >o g ' inz zv� �� N 3 I GAUGE WELDED METAL ROD PIPE g N � CURB do R/W GUTTER x W I x LU 3 Uj co a_ ^� I x W �_Z� x3CD � I W my 11 r—�-- --N89 W 13'I ,o Zy I N x 104'`1' N 3 w w BEECH AVENUE PER DWG NO. 2746 T F rl-\ r r 94 SD D Q .01 mymil 'Lim's 11-01 LTA, on a 93 .' �1 co `n o M ~o ixUZ a ~3 Ck:o W a_ r�. - _ �-� �� f.� WIDGEON WAY BEECH AVENUE J T 1-� r r � �- — PER TRACT 15843 SEE SHEET 2 � ❑ `� J s sT -10+79.00 1o+s3.00 END PIPE , DWG NO 3043 M� 151 152 153 0VE �' I Q I o CL INT o cn ) 170+62.89 BEECH AVENUE Z I R 154 \\ = 10+00.00 SIERRA LAKES 3 �� PARKWAY I W CURB do GUTTER 3 t 01 EX W _ o _. CL INT 13+97.12 SIERRA LAKES PARKWAY =10+00.00 WIDGEON WAY 125 � M we Q ' MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY EX EXISTING S SEWER UNE C>'* o+� >o g ' inz zv� �� N 3 I GAUGE WELDED METAL ROD PIPE g WATER LINE CURB do R/W GUTTER d "' �o o M r �/ � Ot�OJ x Wp W x x W W N= o= "" j 101 102 N � 103 104 oa- �W � BEECH AVENUE - - r r �~ r -I r �� /I /) N C� CN WIDGEON WAY + Y PER DWG NO. 2746 J r� J ;, J` J W + Y TRACT 15844 _ N N W N REV. REVISION DESCRIPTION DATE ENGR. MOVED SEWER FOR 10' SEPARATION FROM EXISTING 5-8-02 ,q 2' WATER AND ADJUSTED GRADES. 4\ REG0 V -T> D2AW I K16 12-11-041Hv �� F- Q N � W Cn SIERRA LAKES PARKWAY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 5 •I COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL .�.� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. /QRpFESS/�i\ �jHUR r Z No. 31681 z m * Exp. 12/31/04/* keIC �\Q OFC IVCA��F�/ wj- LLJ W Q NI Uft R\D -DRPNj I m C Q�OFESS/O h�Q`�O� pRiHUR Wo No. 31681 Exp.l 04 �TFOF CAl1F�Q► CONSTRUCTION NOTES 2a -INSTALL 12' EXTRA STRENGTH VCP SEWER 3�INSTALL 8' EXTRA STRENGTH VCP SEWER O4 - CONST 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 a— CONSTRUCT 60' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 (MODIFIED FOR 60') 9& INSTALL 8' VCP STOPPER 11 TRENCH REPAIR PER CITY STD 131 12 ABANDON EXISTING SEWER PER ADDITIONAL NOTE 1 ON SHT 1 (PER THE "GREEN BOOK" SECTION 306-5 MODIFIED) LEGEND CL CENTERLINE MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY EX EXISTING S SEWER UNE SD STORM DRAIN LINE GWMR GAUGE WELDED METAL ROD PIPE W WATER LINE ST STREET STATION 110+00.001 SEWER STATION Hallre❑❑❑17 man, Inc. 013 V A Civil Engineering - Planning - Surveying - Public Works 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 PREPARED U ER E SUPERVISION OF: jjS OZ HAROLD A. GARCELON R.C.E. 31681 DATE: 40 0 40 80 1 "= 40' scale feet CITY OF FONTANA, CALM= ORNA SUMMIT HEIGHTS 11 Y: SEWER PLAN APD PROFI..E REF SEMA LACES PARKWAY BY: REF - Q 15+W.00 BY: APPR BY RDC :5-/0,7- M oZ niry CAI l+IAI�C� o n C, G11 G7 r%A . 1 "= 40' .TE: 1-18-02 IG NO.: 6 3034 7 3 v 0 00