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HomeMy WebLinkAbout3376-2r NMUW ': i'- i Y /.AFI 1 Ni01TE-�--5�� RACT R-SHALLME-v T L TK)N AND E1 EVA OF --;`� MG U TIES PkIOR TO ART OF _01 - 1. 1 o - I � - � TRue Im flAkfir--- - - --- ----- - - --- - ---- - - - V j e 23.21 FPS Go � F- sus 1355 N 13 1355 11 P ' OFI E O PR � P. F.S. O ER P PE _ ��� - ---- ----- - ---- - I=- - - - - - -.---- -- - PROFILE PF 8" DIP SEWER __.. OVVEERRRP GROUND I iso � I �� �' w: _oa2s2 1�a. 134'5 131 13 5 / so.o�oo �`6 ' ti` P OFI E O PROP. 313' R P / _ N ' NOME s CO E AC CONS ACTOR LOt< R TION ALL PO r- PRIOR--_ LE TO A 0 START VERIFY ALS OF © I ( _,,, /' / + f I I 101 62. CFS FIRM: raab engineering, Inc. i ►v, �L.. vI v ^R1111 IT DI `3�45 �41-- � 10�.iSV ' 'IGFS I I N0. 29818 � � SHOWN HEREON AND CARRIED FORIl-I IN A DILIGENT MANNER, DRAWN BY: I RONA, s2aso � � STORM DRAIN PLAN TRACT 16250 . TELEPHONE 09) 2 2- 72 FAX:( 909) 272-0166 DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO OONST. 31 LF � ExP. 3/31/07 � BEFORE DAYS BEFORE PLUM �. 17, 2003 29616 9 �, Y E U D115 YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND D• CHECKED BY: BY 0 9lF oTOLL FIRE 1-800-227-2600 800 _227L pro�-F-im1fl.- DRAWING NO: y SIGNATURE RCE ATE CA�� QFC��� PUBLIC SERVICE BY UNDERGROUND A A ERT DE DETAIL S�iL 4 3376 CITY ENGINEER R.C.E. 51152 D 6 V & FPS _ I I I r NMUW ': i'- i Y /.AFI 1 Ni01TE-�--5�� RACT R-SHALLME-v T L TK)N AND E1 EVA OF --;`� MG U TIES PkIOR TO ART OF _01 - 1. 1 o - I � - � TRue Im flAkfir--- - - --- ----- - - --- - ---- - - - V j e 23.21 FPS Go � F- sus 1355 N 13 1355 11 P ' OFI E O PR � P. F.S. O ER P PE _ ��� - ---- ----- - ---- - I=- - - - - - -.---- -- - PROFILE PF 8" DIP SEWER __.. OVVEERRRP GROUND I iso � I �� �' w: _oa2s2 1�a. 134'5 131 13 5 / so.o�oo �`6 ' ti` P OFI E O PROP. 313' R P / _ N ' �� vf\ I [� TEA 1 -- -- ----- - - - 1335 I a 13 , 5 1335 --j T. 287 21 LF RCP (2000D) - -- - '- - - PF OFIL E O PRC P.moi' RC 1 i�2"- HfC -ENE RC -INV RT- _�__ ___ ___ �__ _--------------------- ---- TRUCT 5150 LF. 4' RCP (OOOD PROFILE SCALE 1+00 2+00 3+00 4+00 5+00 6+00 PROFILE SALE 10+00 10+50 VERT: 1" = 4' HEMLOCK AVENUE VERT. I" = 4' CONSTRUCTION NOTES: HORIZ: 1" = 40'HORIZ: 1' = 20' 1 CONSTRUCT 24' DIAMETER R.C.P., D -LOAD PER PROFILE EXIST. DBL 10' x 8' RCB PER EXIST. CURB, GUTTER, SIDEWALK do ST. PAVING • SHEET 9 DRAWING NO. 3050 03 CONSTRUCT 36 DIAMETER R.C.P., D -LOAD PER PROFILE AT KNUCKLE TO BE REMOVED -SEE STREET 5 4 IMPROVEMENT PLAN SHEET 7 - DWG. NO. 2504 CONSTRUCT 48' DIAMETER R.C.P., D -LOAD PER PROFILE 5 N CONSTRUCT CONC. CATCH BASIN PER APWA STD. PLAN 300-2. © REMOVE EXIST. 36' CMP/24' RCP/18' CMP 8 PLUMROSE ST. EXIST. 17-3/8 GWBR !� , ! l I ; . 5 1 �, 1 I WATER PER TRACT N0. "` I I ( N �, r , �• 7TEI ' I I ¢ �7 REMOVE EXIST. CONC. HEADWALL 14293, DWG. N0, 2504, ( ►- N N SHEET 13 cc�� " `� } N r� - N / 8� CONSTRUCT JUNCTIQN STRUCTURE PER APWA STD. 322-1. vN� Q_'13 WI I> 9 CONSTRUCT JUNCTION STRUCTURE PER APWA STO. 335-1, CASE 3. I co4 I �) n N o ,�� M �' o • v �' 0 2co 18 18 1 v .N 10 CONSTRUCT DOUBLE BRICK 8C MORTAR PLUG PER DETAIL SHL 5 . j 3 3 7 6 5 4 �� o� 3 Jj f 2 1sil ^ u c�' g a l �• ' fi+ I� 11 REMOVE EXIST. CONC. C.B. 00 10 TEX. .N 18 CMP t3j 39.05' ! i I I I (( W X01 23.56 3.22' 58.62' 60.00' PROP. R/W 60.00' 60.00 60 00' �- 50.00' �G EXIST 8" GAS PER (1 ( II - ` TRACT N0. 14293 v, (*�� -' ~ LiJ N N .^ I _ VJ 1T:-•:• D.4 k74.WG. N0. 250 0 0 N v� o ST. STA 10+ SHEET 13 � ,( II '� CSG 7 1 S �, -� z _19.00 PLUMROSE ST. ` ,y 11 S 1+00.0 EXIST. D L 10x8 RCB ;�, _ C.B. W=14.00--{8'�V) -,1 7+47.98 S.D. STA. s 4 4• � • " o � , � � o •� 1 10+39.82 T. STA, 2 - _ 6 4+77.00 1 10+00 PLUMROSE M I-1lit. I DowEC ` r cc = co 10+00 FOXWORTH�'` - 6 ` l h I - - 8"S j 10+00.00 11 I it i .4.83 48.39 60.00 52. • 53.00'' EXIST. 17' WATER PER I I I / . 1 PROP. R W / � ( � 4+53.55 S.D. STA. oo X TRACT NO. 14293,X06 DWG. NO. 2504, I I II �r SHEET 13 I I I o �59R �+: •3 -r �.-*-..., t-... -r-,-r-,-,�... T 60' 6' ov, \ ! I 10+64.50 FQXWORTH ST 5T; TA 5 i� .�................................................ I " - I h W c.8. 9 10 11 12 13 I •`'y' I W=21'; v=8.5T ' 40' 9 I y� rRJA CCT 1\1 0.. Al LS I aO u 10' LANDSCAPING dL PUBLIC U-PuTY / I IM I I I I I ,I �) EASEMENT TO CITY OF FONTANA 1'':�, 18 18 :, /I ,. �. r o ® REMOVE EXIST. IMPTS, 1 f J o DIST. CURB, GUTTER. SIDEWALK dt SL PAVING EXIST. 24' RCP/36-CMP PER ,z AT KNUCKLE TO BE REMOVED - SEE STREET' BASELINE AVENUE TRACT No. 14293, SHT.2 DYVG. FOXWORTH ST. 60 IMPROVEMENT PLAN SHEET 7 - DWG. NO. 250 SEE SHT.9 - DWG. NO. 3050 NO. 2505 -TO BE REMOVED SEE SHT.2 - DWG. NO. 2505 30' ' Z }2' 18' O ..... PIPE CURVE DATA 115111 1 NOME s CO E AC CONS ACTOR LOt< R TION ALL PO r- PRIOR--_ LE TO A 0 START VERIFY ALS OF © I ( _,,, /' / + f A I ooFESStoN, p REV O REVISION DESCRIPTION DATE ENM CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : MY OF FONTANA, CALIFORNIA FIRM: raab engineering, Inc. i ►v, �L.. vI v ^R1111 IT DI `3�45 �41-- �� ADDRESS: 310 S. MAPLE ST., STE. D N0. 29818 � � SHOWN HEREON AND CARRIED FORIl-I IN A DILIGENT MANNER, DRAWN BY: sCALI:: RONA, s2aso � � STORM DRAIN PLAN TRACT 16250 1' _ MY TELEPHONE 09) 2 2- 72 FAX:( 909) 272-0166 DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO OONST. 31 LF � ExP. 3/31/07 � BEFORE DAYS BEFORE PLUM �. 17, 2003 29616 9 �, Y E U D115 YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND D• CHECKED BY: BY 0 9lF oTOLL FIRE 1-800-227-2600 800 _227L ate DRAWING NO: y SIGNATURE RCE ATE CA�� QFC��� PUBLIC SERVICE BY UNDERGROUND A A ERT STANDARDS IN EFFECT. -D 3376 CITY ENGINEER R.C.E. 51152 D �� vf\ I [� TEA 1 -- -- ----- - - - 1335 I a 13 , 5 1335 --j T. 287 21 LF RCP (2000D) - -- - '- - - PF OFIL E O PRC P.moi' RC 1 i�2"- HfC -ENE RC -INV RT- _�__ ___ ___ �__ _--------------------- ---- TRUCT 5150 LF. 4' RCP (OOOD PROFILE SCALE 1+00 2+00 3+00 4+00 5+00 6+00 PROFILE SALE 10+00 10+50 VERT: 1" = 4' HEMLOCK AVENUE VERT. I" = 4' CONSTRUCTION NOTES: HORIZ: 1" = 40'HORIZ: 1' = 20' 1 CONSTRUCT 24' DIAMETER R.C.P., D -LOAD PER PROFILE EXIST. DBL 10' x 8' RCB PER EXIST. CURB, GUTTER, SIDEWALK do ST. PAVING • SHEET 9 DRAWING NO. 3050 03 CONSTRUCT 36 DIAMETER R.C.P., D -LOAD PER PROFILE AT KNUCKLE TO BE REMOVED -SEE STREET 5 4 IMPROVEMENT PLAN SHEET 7 - DWG. NO. 2504 CONSTRUCT 48' DIAMETER R.C.P., D -LOAD PER PROFILE 5 N CONSTRUCT CONC. CATCH BASIN PER APWA STD. PLAN 300-2. © REMOVE EXIST. 36' CMP/24' RCP/18' CMP 8 PLUMROSE ST. EXIST. 17-3/8 GWBR !� , ! l I ; . 5 1 �, 1 I WATER PER TRACT N0. "` I I ( N �, r , �• 7TEI ' I I ¢ �7 REMOVE EXIST. CONC. HEADWALL 14293, DWG. N0, 2504, ( ►- N N SHEET 13 cc�� " `� } N r� - N / 8� CONSTRUCT JUNCTIQN STRUCTURE PER APWA STD. 322-1. vN� Q_'13 WI I> 9 CONSTRUCT JUNCTION STRUCTURE PER APWA STO. 335-1, CASE 3. I co4 I �) n N o ,�� M �' o • v �' 0 2co 18 18 1 v .N 10 CONSTRUCT DOUBLE BRICK 8C MORTAR PLUG PER DETAIL SHL 5 . j 3 3 7 6 5 4 �� o� 3 Jj f 2 1sil ^ u c�' g a l �• ' fi+ I� 11 REMOVE EXIST. CONC. C.B. 00 10 TEX. .N 18 CMP t3j 39.05' ! i I I I (( W X01 23.56 3.22' 58.62' 60.00' PROP. R/W 60.00' 60.00 60 00' �- 50.00' �G EXIST 8" GAS PER (1 ( II - ` TRACT N0. 14293 v, (*�� -' ~ LiJ N N .^ I _ VJ 1T:-•:• D.4 k74.WG. N0. 250 0 0 N v� o ST. STA 10+ SHEET 13 � ,( II '� CSG 7 1 S �, -� z _19.00 PLUMROSE ST. ` ,y 11 S 1+00.0 EXIST. D L 10x8 RCB ;�, _ C.B. W=14.00--{8'�V) -,1 7+47.98 S.D. STA. s 4 4• � • " o � , � � o •� 1 10+39.82 T. STA, 2 - _ 6 4+77.00 1 10+00 PLUMROSE M I-1lit. I DowEC ` r cc = co 10+00 FOXWORTH�'` - 6 ` l h I - - 8"S j 10+00.00 11 I it i .4.83 48.39 60.00 52. • 53.00'' EXIST. 17' WATER PER I I I / . 1 PROP. R W / � ( � 4+53.55 S.D. STA. oo X TRACT NO. 14293,X06 DWG. NO. 2504, I I II �r SHEET 13 I I I o �59R �+: •3 -r �.-*-..., t-... -r-,-r-,-,�... T 60' 6' ov, \ ! I 10+64.50 FQXWORTH ST 5T; TA 5 i� .�................................................ I " - I h W c.8. 9 10 11 12 13 I •`'y' I W=21'; v=8.5T ' 40' 9 I y� rRJA CCT 1\1 0.. Al LS I aO u 10' LANDSCAPING dL PUBLIC U-PuTY / I IM I I I I I ,I �) EASEMENT TO CITY OF FONTANA 1'':�, 18 18 :, /I ,. �. r o ® REMOVE EXIST. IMPTS, 1 f J o DIST. CURB, GUTTER. SIDEWALK dt SL PAVING EXIST. 24' RCP/36-CMP PER ,z AT KNUCKLE TO BE REMOVED - SEE STREET' BASELINE AVENUE TRACT No. 14293, SHT.2 DYVG. FOXWORTH ST. 60 IMPROVEMENT PLAN SHEET 7 - DWG. NO. 250 SEE SHT.9 - DWG. NO. 3050 NO. 2505 -TO BE REMOVED SEE SHT.2 - DWG. NO. 2505 30' ' Z }2' 18' O ..... PIPE CURVE DATA 115111 1 L CURVE o 45'00'00" RADIUS 22.50' LENGTH 17.67' ,.� r SEE AT LEFT HEREON NORTH STRI=Et © 29'55'35" 45.00' 23.50' L I- MONO 0 10 20 40 80 120 0 10 20 40 80 SCALE 1"=40' SCALE 1'=20' PREPARED BY ooFESStoN, p REV O REVISION DESCRIPTION DATE ENM CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : MY OF FONTANA, CALIFORNIA FIRM: raab engineering, Inc. ���° �� L. R,,.,` Fti a �� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDRESS: 310 S. MAPLE ST., STE. D N0. 29818 � � SHOWN HEREON AND CARRIED FORIl-I IN A DILIGENT MANNER, DRAWN BY: sCALI:: RONA, s2aso � � STORM DRAIN PLAN TRACT 16250 1' _ MY TELEPHONE 09) 2 2- 72 FAX:( 909) 272-0166 DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY DATE: � ExP. 3/31/07 � BEFORE DAYS BEFORE PLUM �. 17, 2003 29616 9 �, Y E U D115 YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND D• CHECKED BY: BY 0 9lF oTOLL FIRE 1-800-227-2600 800 _227L ate DRAWING NO: y SIGNATURE RCE ATE CA�� QFC��� PUBLIC SERVICE BY UNDERGROUND A A ERT STANDARDS IN EFFECT. -D 3376 CITY ENGINEER R.C.E. 51152 D 6 L