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HomeMy WebLinkAbout903-DW Q PROPOSED INLET MODIFICATION AT NORTH EAST CORNER OF ARROW RT & HELLMA REINFORCEMENT DETAILS 8TAT10R It 41.81 LINE BUILD CURB 8 GUTTER MEET EXISTING 1 MONOL SIDEWALK I ITHICLY WITH BASIN COVER. _ �t� \R SAWCUT \M SLOPE —� 1/4" Per FOOT EPDXY SAWCUT ANEAT=---------- - 4.5---- - - CEMENT / I STRAIGHT SURFACE _ _ F5 EPDXY CEMENT I-• I _ � I SAWCUT-5---I -- F --J (ALL AROUND) ( I � I EPDXY CEMENT I I t l (ALL AROUND) - 9" �� I I SECTION '' 'Bl' I I _ I I I f I I I 1/21. = 1'_ 01 r- i--- -- -- i SECTIONC;Fcr. NEW BASIN COVER 1/2" _ - 1,211 = I' -O"'ID" I'D" 0 0 0 3:w Y Y 17.51 A 171 i SCALE: 1 = 201 x21 11 1181 181 I 121 re 0 '30' 30' I w 1_ 0' �3 pCD 0 I . CL < + N I I H X (n w r 1 - X 10 w 000 0000 A4. --- - ----- ---- — �— it •�. :. .,•• � �4.f 1 , ?� �C"4 ' ;. . '. ti' •. =; ��� 5 - t: G A 1 I A 10 A AWCUT EXIST AC. N PAV EMENT. M 3 0+� 00 _ I+0 0 6TH , 1+83 2+00 ST. 9 J O N �,�SOUTH':i—EDGE__L OF-✓ -A ISTING-i--�AV-E_MEENT1__,�-10����— . V. M CONSTRUCTION NOTES a— REMOVE AND DISPOSE EXISTING PCC. PAVEMENTS 10 CONSTRUCT NEW PCC. PAVEMENT 8" THICK WITH (�)-WEAKEN PLANE JOINTS OB -1/2" EXPANSION JOINTS 0 0 o NEW ER CURBS 2 (D (V GUTT NEW CURB 81 m o 71-0�� ? v GUTTER Lo a + in v O EXIST. METAL °1 V l\p/l J -C BEAM GURDRAIL 0 I TO BE R v- - �- EXIST. GUTTER J _,e,—EXIST. CURB A -- -I-I- - Imo•- �, -- lb Li Lj I i I ' h` G a) ➢5a `6J if EXIST. �� �' 41.55 `��, �`°` 42 RCP (2000D) \� \� EXIST.�oJ CONSTRUCTION NOTES CHAIN LINK \\ FENC �? TO BE REMOVE. C m (. SAWCUT AND REMOVE EXISTING GUTTER AND TOP OF \\ ,Lo BASIN WALL TO LIMITS SHOWN \\ 4211 RCP (1500D) ro 2. REMOVE EXISTING BASIN FENCING AND GUARD RAIL (SALVAGE) \\\ EXISTING + 3. CONSTRUCT NEW BASIN COVER WITH TWO MANHOLES AND CURB OPENING AND MONOLITHIC CURB AND GUTTER - EPDXY LID TO EXISTING BASIN WALLS. \\ INLET STRUCTURE DETAIL 4. CONSTRUCT NEW HEADWALL AT NORTH END OF BASIN 1/4 - 1 - 0 AS SHOWN. (B THICK) 5. CUT AND BEND EXISTING REINFORCEMENT INTO NEW COVER AND HEADWALL CONSTRUCTION, EXISTING RAIL,POSTS a CHAIN LINK FENCING 6. PROVIDE AND INSTALL METAL STEPS IN BASIN WALLS TO BE REMOVEE AND DISPOSED. (ALHAMBRA FDY. A-3320 OR APPROVED EQU� NEW CURB 81 GUTTER ��?'� �.aa' P S WCUT . ��PLACEII I I I l I EOXy���COMPACTED FILL FI—LLNEW CURB 81 ---- i I I I i GUTTER B BASIN �l J 7. REINFORCEMENT FOR NEW HEADWALL AT NORTH END 1s" COVER SAWCUT �A�. a REMOVE, DISPOSE RECONSTRUCT SHALL BE PLACED AS FOLLOWS: f W HORIZONTAL ik 4 Qq12 0. C. b) VERTICAL * 4 @ 9" O.C. TO BE REMOVED TIE EXISTING STEEL. 81 SALVAGE I A, II 4 EXISTING t -t o°� I I h���� BLOCK MEET EXISTING 3 - 6 2 -0 WALL SIDEWALK 911 r,- -. _., --- _ - TO BE RED 1 B SALVAJG E 1/ 11 EXIST. „ 11 SECTION A - A 44 ®12' 0 C.----�� --_ HORIZONTAL 1/4'' = 1 - 0 " I I TO BE REMOVED 81 �. 1•-9" ( RECONSTRUCTED EXIST ---ll I B * 4 ® 9" O.C. -� 3" CLEAR VERTICAL (i 1 �I 41-IO11 - I I �� � �' n _SECTION di C 1/2" = 1' O" w F- 0 1 1 I 1+00 HELLMAN I -S 1 ss��aa�ss�as�-s.ssaa:a IFIL_ ., 6.,-- CD r- ►- \. ir _jz \��, -120 cr O Z I w (7\ W Oit U (Q I \\\\\ \ m 1i o x �- (n Z J 14 I f� ` ��� UwcnZ wa \ vowIrec� Ir>iroa h- Z o- +o+a F-03 - L) - h: HOZ Q(n X m+O �j(1) W U - � QFa-Z (n (n a �w Q W U f'- 1- O �m Z U a (A ~ J U a � o� 2Z W Ir U 2 mQ m as _ U Ir) ~ co a ± U al Ir mL I co 2+00 AVE LEGEND r SEWER LINE --- -- EXIST. TEL. CONDUIT --- --- EXIST. NO. 3 REBAR 6" C.C. 110. 3 r r r T BOTH WAYS REEAR P C -C AND SHOWN flifillAS I _ FRAMEAROUND -C►+a•-7-- �-•+♦ 1_T_ +- —L -4 i: 4 Ire 2; oil-�f- *��+----t-•--�- I �.L--t• +�+_-� -I_�+1 +-• .♦-+_�_i-�-i_i _�-' int... _a•• a---'�-h-'--*--r-.y--r- L.-•- -A- _= 1 �i_ ' ' ' ' ' _L-Z-T«� - ..----- -=-._ �_�= say �� - TZr_-�_- IANC OR •ov 'I � W- 2 EXPANSION JOINTS (TYP.) NO LOCAL fDEPRESSIOW w i I © I n1 CONTRACT ITi1R _ o I� I r• � ; ( I PLAN VIEW o a + --i a � I 'I m N m C NOTE • REFERENCE TO CITY STD. 501 a 504 BUILD CURB 8 GUTTER MEET EXISTING 1 MONOL SIDEWALK I ITHICLY WITH BASIN COVER. _ �t� \R SAWCUT \M SLOPE —� 1/4" Per FOOT EPDXY SAWCUT ANEAT=---------- - 4.5---- - - CEMENT / I STRAIGHT SURFACE _ _ F5 EPDXY CEMENT I-• I _ � I SAWCUT-5---I -- F --J (ALL AROUND) ( I � I EPDXY CEMENT I I t l (ALL AROUND) - 9" �� I I SECTION '' 'Bl' I I _ I I I f I I I 1/21. = 1'_ 01 r- i--- -- -- i SECTIONC;Fcr. NEW BASIN COVER 1/2" _ - 1,211 = I' -O"'ID" I'D" 0 0 0 3:w Y Y 17.51 A 171 i SCALE: 1 = 201 x21 11 1181 181 I 121 re 0 '30' 30' I w 1_ 0' �3 pCD 0 I . CL < + N I I H X (n w r 1 - X 10 w 000 0000 A4. --- - ----- ---- — �— it •�. :. .,•• � �4.f 1 , ?� �C"4 ' ;. . '. ti' •. =; ��� 5 - t: G A 1 I A 10 A AWCUT EXIST AC. N PAV EMENT. M 3 0+� 00 _ I+0 0 6TH , 1+83 2+00 ST. 9 J O N �,�SOUTH':i—EDGE__L OF-✓ -A ISTING-i--�AV-E_MEENT1__,�-10����— . V. M CONSTRUCTION NOTES a— REMOVE AND DISPOSE EXISTING PCC. PAVEMENTS 10 CONSTRUCT NEW PCC. PAVEMENT 8" THICK WITH (�)-WEAKEN PLANE JOINTS OB -1/2" EXPANSION JOINTS 0 0 o NEW ER CURBS 2 (D (V GUTT NEW CURB 81 m o 71-0�� ? v GUTTER Lo a + in v O EXIST. METAL °1 V l\p/l J -C BEAM GURDRAIL 0 I TO BE R v- - �- EXIST. GUTTER J _,e,—EXIST. CURB A -- -I-I- - Imo•- �, -- lb Li Lj I i I ' h` G a) ➢5a `6J if EXIST. �� �' 41.55 `��, �`°` 42 RCP (2000D) \� \� EXIST.�oJ CONSTRUCTION NOTES CHAIN LINK \\ FENC �? TO BE REMOVE. C m (. SAWCUT AND REMOVE EXISTING GUTTER AND TOP OF \\ ,Lo BASIN WALL TO LIMITS SHOWN \\ 4211 RCP (1500D) ro 2. REMOVE EXISTING BASIN FENCING AND GUARD RAIL (SALVAGE) \\\ EXISTING + 3. CONSTRUCT NEW BASIN COVER WITH TWO MANHOLES AND CURB OPENING AND MONOLITHIC CURB AND GUTTER - EPDXY LID TO EXISTING BASIN WALLS. \\ INLET STRUCTURE DETAIL 4. CONSTRUCT NEW HEADWALL AT NORTH END OF BASIN 1/4 - 1 - 0 AS SHOWN. (B THICK) 5. CUT AND BEND EXISTING REINFORCEMENT INTO NEW COVER AND HEADWALL CONSTRUCTION, EXISTING RAIL,POSTS a CHAIN LINK FENCING 6. PROVIDE AND INSTALL METAL STEPS IN BASIN WALLS TO BE REMOVEE AND DISPOSED. (ALHAMBRA FDY. A-3320 OR APPROVED EQU� NEW CURB 81 GUTTER ��?'� �.aa' P S WCUT . ��PLACEII I I I l I EOXy���COMPACTED FILL FI—LLNEW CURB 81 ---- i I I I i GUTTER B BASIN �l J 7. REINFORCEMENT FOR NEW HEADWALL AT NORTH END 1s" COVER SAWCUT �A�. a REMOVE, DISPOSE RECONSTRUCT SHALL BE PLACED AS FOLLOWS: f W HORIZONTAL ik 4 Qq12 0. C. b) VERTICAL * 4 @ 9" O.C. TO BE REMOVED TIE EXISTING STEEL. 81 SALVAGE I A, II 4 EXISTING t -t o°� I I h���� BLOCK MEET EXISTING 3 - 6 2 -0 WALL SIDEWALK 911 r,- -. _., --- _ - TO BE RED 1 B SALVAJG E 1/ 11 EXIST. „ 11 SECTION A - A 44 ®12' 0 C.----�� --_ HORIZONTAL 1/4'' = 1 - 0 " I I TO BE REMOVED 81 �. 1•-9" ( RECONSTRUCTED EXIST ---ll I B * 4 ® 9" O.C. -� 3" CLEAR VERTICAL (i 1 �I 41-IO11 - I I �� � �' n _SECTION di C 1/2" = 1' O" w F- 0 1 1 I 1+00 HELLMAN I -S 1 ss��aa�ss�as�-s.ssaa:a IFIL_ ., 6.,-- CD r- ►- \. ir _jz \��, -120 cr O Z I w (7\ W Oit U (Q I \\\\\ \ m 1i o x �- (n Z J 14 I f� ` ��� UwcnZ wa \ vowIrec� Ir>iroa h- Z o- +o+a F-03 - L) - h: HOZ Q(n X m+O �j(1) W U - � QFa-Z (n (n a �w Q W U f'- 1- O �m Z U a (A ~ J U a � o� 2Z W Ir U 2 mQ m as _ U Ir) ~ co a ± U al Ir mL I co 2+00 AVE LEGEND -- - EXIST. SEWER LINE --- -- EXIST. TEL. CONDUIT --- --- EXIST. WATER LINE ----- ---- EXIST. GAS LINE CITY OF RANCHO C UCAMONGA ..H ELL.MAN AVE.. BASIN MODIFICATION a (WINGS) 6TH ST. Sk KIRKWOOD AVE. CROSSGUTTER APPROVED BY DATE CITY ENGINEE RC.E. No. 23889 DESIGN tom' RECOMMENDED S.B. (JU BRAWN SHEET EDGAR I CASASOLA 2 OF 2 :,NECKED DRAWING NO. B.W.F. 503