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Home My WebLink AboutC 702 Storm Sewer Plan and ProfilePROFILE 807-809 HOR. SCALE- 19 - 50' VER. SCALE- 1• - 51 915 0 0 0 ro O 0 WNID Ownw C14 915 ; .......... . . ..... 0 .... . . . ......................... z 5 .. . , 0 ......... 915 W - 0 9 Uj 0 z Q z + - C1111 Z) C14 If D 0< 0; 0 [,: - C, C) VY W Lj 10 z 11 LAJ 0 0 z 0 z 'Er- 1 1 0C 110 00't 0 .0 It I 0 2 t<, 1M-- I-- O� Uj w W Lu W OD 0) , > > > ..................... . .... ............................. 5 + 0) 11 0 j6 0 0, 1-- '01) In I- OD z z OD V) 0 U) 00 V) u):f= C14 0 C%4 aj 91 if 0 OR 00 1* 905 a__ .................. . . . .......... . ......... II C> ....... ........ .......... ............................ --- 0 0 910 00 (r, W 0 w 0 > P a, > c EJ 0 0.73% 905 - - ---- 195. 6-6-Cr 15- t io -0:62X- _'O OOLF 1-2- RCP 905 - ------ ---- -- ----------- 900 0 0.44% 00 �n co 0 900 0+00 905-82 906.21 ............................ RT IN 904.80 RT OUT 904.80 -1 .......................... ........ .................. . .......... 906.21 906.34 900 ON 0+00 'ACE 906-05 910.37 910.37 906.01 906.34 1+95.00 2+25.00 0+50 1+00 1+50 2+00 2+50 f) 910.28 910.28 0+00 0+50 1+00 1+50 2+00 2+50 PROFILE 807-809 HOR. SCALE- 19 - 50' VER. SCALE- 1• - 51 915 z a) NO N 00 nNNO C6 0 .11,60 ..00o c, I -0-0011 915 po 0 CP 11 t-- 0) C4 0 z :) C4 If D " 0 w W - 0 9 Uj 0 z Q z 0 co a: C; 0< 0; 0 [,: - C, C) VY M www-- (nin Oil 91 if if z 4 I.- t- z 910 z ..................... . .... ............................. 5 + 0) 11 U- cr O< W 0: z if 11 Uj 0 Nw?o WZ Li C14 0 C%4 aj in 9 z 0 OR 00 1* 905 16- 11 Il'- LLJ z Q: E z cr z - 0 0 214.351-F -26 OOLF 905 112if A W 0 w 0 > P a, > c 0 16- - Ct� Ir w w 1- 0 0.73% 900 CO cn z 0 co 904.80 - ------ ---- -- ----------- 900 T 904.80 00 �n co 0 906-02 906.21 0+00 905-82 906.21 906-05 . ... ............. . .............. 910 2+14.352+40-35 it 5> Z 910.37 910.37 0+00 0+50 1+00 1+50 2+00 2+50 PROFILE 810-812 mmnw� HOR. SCALE- 1• - 50, VER. SCALE- TV - 51 --PLAN--832-835 SCALE, IV - 50' 920 o N V o o po 0 co C5 01 C .. ...................... ....................... ................. ...... ..... . . ............................. 920 915 14 to O U) IP C, r, 0 It C 00 in OP-C, w .0 Ui 0 CEO If 0 Do CID to tz; z 4 I.- t- z C, C; z 0 6C + 01 if C1j ............. .......... . 15 W) if + ..................... . .... ............................. 5 + 0) 11 U- cr 0 0: z if 11 Uj 0 Nw?o WZ Li C14 0 C%4 aj if 0 OR 00 1* z z Z z 0 I-- ) I.- I oa- 11: LY i x a: 0 U� 16- 11 Il'- LLJ z Q: E z cr z z -0 z 0 0 1* r-, CY) 1* Cr W w cr- 6 �.,> � 2 D MHO L7 W 0 w 0 > P a, > c 0 16- - Ct� Ir w w 1- + CO cn z 0 co > > 91 TI 00 �n co 0 (VI) z.......... 0 . > >.__.... -- ................ . . ..... .... .......... .................... . . . ............. . ... ............. . .............. 910 0 it 5> Z co (1- n f) 9051 ------4 1 RCP '�C 15" RCP 0 0 29% 157.00LF 202-OOLF 21 - - ----- --- ----- -- 4-2% 0 4a 477- RcO 6 0.427. 0. 0;47% P 0 0 . ... ... ..... ... ...... . . ...... 905 .............. .... 900 904.80 904.80 905.85 906 23 . ............ ------ - . . ... . ... . ... ........ . ... ..... . . . ... .. .. .. . .... ... .... 900 906.68 0+00 906.55 905.65 906.03 2+02-00 2+40.00 906.68 3+97.00 910.27 910.27 910.00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 PROFILE 813-816 HOR. SCALE- 1• - 80' VER. SCALE- 1• - 51 STORM SEWER PLAN AND PROFU NOTES. I. OCCUPAMNAIL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART *P* APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. I ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE FLOW INTO THE STRUCTURE. 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY REOUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 9. SEE SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS IN THE PROJECT MANUAL. 10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 11-ALL STORM SEWER PIPES ARE TO BE REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED. PROFU LEGEND EXISTING PROPOSED I GROUND � - SED GRADE .......................... -------------- - -------------- ..... ............ 805 805 .......... '0 1 EXISTING 0 It 6 r� 4- PROPOSED GROUND r7, GRADE 800 ----------- ----- -- ------------- I -------------- - -- ----- - -------------- �j 800 DATUM 2+00 4--STATIONING GRANULAR BACKFILL I:), C SEE NOTE 8 0 09 940 0 00000 ) M + a, 11 0 D 11 Wz0 z M W Uj 00 V) En 00 C co 7 ((0 c6 8> 0 DOC) Ilw-0 zu 0< U) V,1w Uj w zz 915 o o N V o o po 0 co C5 01 C 0 c + I 11 If LLJ Z 0 I If 0 0 z 4 I.- t- z z 910 100noov)l f U- cr fi 30.001-17 905 18,00.1-F- 1. .00 733; RCP 0 O 287. am INVERT IN 904.0904.05 904.1304. 18 INVERT OUT 904.0904.05 904.1304.18 STATION 0+00+18.00 0+48-0066.00 SURFACE 908-0009.12 909. 12108.16 0+00 0+50 915 910 905 M 1+00 PROFILE 832-835 HOR. SCALE- 1• - 50' VER. SCALE- lip = 51, HOLEY MOLEY" DON'T SEZ: DIG BLIND w 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. I .15 Z W UJI Z Z Z 01.1 0 Z�jz< wz<-J:) 0 Uj Q 0- En 6 0. V) V) 0 a a oc z MEZZ25< < V) < z < -i -i w 00 0) r-1 0 't 00 E 0 0 OL X Z 0 < x :r ±-= < < . L" QL w 0 0 z C**j w- Lij 0 :z cr) cc 2 a_ I-- LU 0 F- C) wz a_ __j Ed cc 0 01 ED lz:� C) < W C0 = < C) LLJ cc Cr LU O V 00 wj 1116" _j C14 q � 1 .0 00 Cf) 6i X C) a: CL CERTIFIED BY: S K -C, \ 5 T E 9 No. 6090035811 I 0 ATE OF 4,j V- "VDIAt4P" NAL Drawn k. KMK Chocked W. AS Quality Assurance: I ISc*: 0 Scale : 1 50' Sheol C702 Dale 07-16-01 Proiftl Number 1 960324-20600 915 910 905 M 1+00 PROFILE 832-835 HOR. SCALE- 1• - 50' VER. SCALE- lip = 51, HOLEY MOLEY" DON'T SEZ: DIG BLIND w 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. I .15 Z W UJI Z Z Z 01.1 0 Z�jz< wz<-J:) 0 Uj Q 0- En 6 0. V) V) 0 a a oc z MEZZ25< < V) < z < -i -i w 00 0) r-1 0 't 00 E 0 0 OL X Z 0 < x :r ±-= < < . L" QL w 0 0 z C**j w- Lij 0 :z cr) cc 2 a_ I-- LU 0 F- C) wz a_ __j Ed cc 0 01 ED lz:� C) < W C0 = < C) LLJ cc Cr LU O V 00 wj 1116" _j C14 q � 1 .0 00 Cf) 6i X C) a: CL CERTIFIED BY: S K -C, \ 5 T E 9 No. 6090035811 I 0 ATE OF 4,j V- "VDIAt4P" NAL Drawn k. KMK Chocked W. AS Quality Assurance: I ISc*: 0 Scale : 1 50' Sheol C702 Dale 07-16-01 Proiftl Number 1 960324-20600 00 wj 1116" _j C14 q � 1 .0 00 Cf) 6i X C) a: CL CERTIFIED BY: S K -C, \ 5 T E 9 No. 6090035811 I 0 ATE OF 4,j V- "VDIAt4P" NAL Drawn k. KMK Chocked W. AS Quality Assurance: I ISc*: 0 Scale : 1 50' Sheol C702 Dale 07-16-01 Proiftl Number 1 960324-20600 CERTIFIED BY: S K -C, \ 5 T E 9 No. 6090035811 I 0 ATE OF 4,j V- "VDIAt4P" NAL Drawn k. KMK Chocked W. AS Quality Assurance: I ISc*: 0 Scale : 1 50' Sheol C702 Dale 07-16-01 Proiftl Number 1 960324-20600