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HomeMy WebLinkAbout3034-4-10+91.87 * NOTE: STORM DRAIN TO BE EXTENDED PER FUTURE CONSTRUCTION - r P Ac,,-: r ' TREET � FUTURE CONSTR5842 N �� PER TRACT 1 -— ' CURB do GUTTER— 1 I �+49.57 I R/W W g :ND PIPE I I o N3 I * SEE NOTE 8+00 Co g8 I +O r E I, 3 W o � IN, 3 R a Go \ o CURB & GUTTER ' C> Lr. c6 o F Go C1 II U * SEE NOTECo Go tl� II m�—m \� N U n k 4 r� 10+54.53 END PIPE 9 INV_1509.35 w ��- SEE NOTE fX w BEECH BC Co AVENUE POINT OF REVERSE CURVE CL Co MH ) INT �V W o^ 0 EX EXISTING S o SD Co 11 �j GWMR GAUGE WELDED METAL ROD PIPE i CL INT 186+69.72 BEECH AVENUE = 10+00.00 CURTIS AVENUE 5 / Ou N D 3NS¢*05'.T8"W EX W IN N54b5.38"W 1+e N M W /o+i W N/ N M/0 2 o) 11 ► 3 �d r, BEECH m + SEE AVENUE 79 SHED + ^ rr�r� r r T.r."JEU-1 4 3 1 2 � 1 CURB do GUTTER R/W DI PROPOSED SD PER DWG NO 3035 SD _ 09- ,Z, rm 4 1 B tr O CURB do GUTTER R/W O O Ma <mj 3 o M 80 Q �� mcn CURVE TABLE P I 81 82 8 �\ �/ `� ^ (� t N G 1, II � II r 21J 1J T1 v CURVE ANGLE LENGTH RADIUS TANGENT 11 f -U F— `" A 2'54'46" 43.46' 855.00' 21.74' ~ — — 4 I-- - � c-) / I r') B 1645'12" 250.00' 855.00' 125.90' 4 �`'OFESJ''�� J r�r s✓ J �J gpFESS/ zlz7��¢ D 15'18'05" 114.84' 430.00' 57.76' ti� 11NOMAS' CONSTRUCTION NOTES E 17.44'26" 133.14, 430.00, 67.11, 1� INSTALL 15" EXTRA STRENGTH VCP SEWER F 12'03 21 138.66 59 9.59 w Na. 52183 r;t i W No. 31M a— INSTALL 8" EXTRA STRENGTH VCP SEWER /�"• 3 G X120°aro' 17"E 54.53' * Exp. ••s *� F.xplz(31 �f 9 � INSTALL8"VCP STOPPER ECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 CURTIS\��sq�o ►V� F e' .oL `��q c � V � � ��. 10 INSTALL CLEANOUT PER CITY STD DETAIL 128 © FCAL 7 9Of CAIrt°�` REV. REVISION DESCMPTM DATE ENGR. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT _ 3 Show ''As t3ulf:r'�\l.lGi`I. -c5F—wF9 79•0t cotr I -t'i• ® ���iN� 2_II_o� H� • COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL e�cOa-D s.� 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. LEGEND BC BEGIN CURVE PRC POINT OF REVERSE CURVE CL CENTERLINE MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY EX EXISTING S SEWER LINE SD STORM DRAIN LINE GWMR GAUGE WELDED METAL ROD PIPE W WATER LINE ST STREET STATION 10+00.00 SEWER STATION 40 0 40 80 1 "= 40' scale feet Q 3 v O 0 cl- Rpf ESS/ ❑❑ ❑[� CITY OF FONTANA, CALFORNlA H rem Inc. C SHUR °r � SUQNi1Ni1T HEIGHTS II �� a cam`? A Civil Engineering • Planning - Surveying - Public Works DRAYM BY: ALE o O No. 31681 z m 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 REF SEW�C� A 1 "= 40' Go * Exp. 12/31/04 * PREPARED UN ER E SUPERVISION OF: DESIGNED A� s Q - - +49.57 .00 1-18-02 CIVIC- �� -3 61 o Z CHECKED BY: OVER 4 WG NO.: q�FOF CA��F� HAROLD A. GARCELON R.C.E. 31681 DATE: RD�.C•�flZ cc - N CD TY ENGINEER R.C.E. 51152 DATE: 39U 7 0 0 0 T E 0 M O ' N 0 O C N o S