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Home My WebLink AboutC 703 Storm Sewer Plan and Profile� 920 0 SI Cy 11 X 905 / 150-OnLr 27^ / RCP 0 O.%3% - |- | A -- - .1 / � [ ............. 906.50 906.72 906.40 906-62 2+96-00 3+26.00 911.67 911.67 0f50 1f00 1+50 2+00 2+50 3+00 Jf50 4f00 Olt 0 Cy CL— 0 00 vju o �_ 00 0 Lq 00 CY, 00 00 it zu r-'--------+�--/ - ��/ ' CA 41� It If 0 1 0 ---: - ........... . -------- - ---- 9 ro- 70 ") � wzuj 00 (n 1_: ii;5 .9. � . C14 Hy 0.19% 920 915 _ _| 910 / / ---_] &D7 *o/ [__� | - -- - �-----'___-|-- | | __�__ / __ .... 4+76.00 911-54 5+62-00 911.75 908-10 6+93.00 908,38 7+23.00 908.83 908.83 912.61 912.61 8+53.00 4f50 5f00 5f50 �+0� 0f50 7f00 00 vw 7+50 8f00 8*'��ov f5D .PROFILE 817-823 PLAN 836-839 905 1 900 900 INVERT INVERT OUT 910-0010,02 910-0710.09 SURFACE 91-3-CV13-98 9 13-91V113-08 0f00 0f50 1f00 PROFILE 836-839 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART V APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDITION, IN DEPTH R[OU0[ THE DESIGN OF A TRENCH SAFETY ^."."M BY a vEmx/u«u PROFESSIONAL ENGINEER. 3. Al STRUCTURES SHALL HAVE ' JOINTS, 07 - STEPS AND PIP[ CONNECTIONS 0EL GROUTED, TROWELED SMOOTH AND BRUSM 4. Al STRUCTURES AE MANHOLES, INiErS S�&i w&� POURED F0wUNB�0 BENCH WALLS, THE FLOW umE5 AND B[NCHMA-LS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. R[L0 ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES WAY BE R[0VIR[0 n0 W[[T FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0-5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO 07[RM|N[ THE INTEGRITY OF THE STRUCTURE AT NO COST T0 THE OWNER. 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE S[7 TO MAINTAIN A POSITIVE DRAINAGE FLOW INTO THE STRUCTURE 7. STORM PIP[ INVERTS AT OUTLET STRUCTURES ((E [NU SECTIONS), AND �P[ LENGTHS M� R[ONR[ R[U) ADJUSTMENTS T0 MEET ACTUAL R[lD CONDITIONS. ' B. FULL DEPTH GRANULAR 8xCKRLL SHALL BE R[OV0[D UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, |wCiU0wG CURBS, [UG[ OF Pxv[m[mT, AND SIDEWALKS. ». SE[ SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS IN THE PROJECT MANUAL. /O. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE [ AND INCLUDE [N0 SECTIONS. 11./LL STORM SEWER PIPES ARE TO BE REINFORCED CONCRETE p|P[ Vwi[33 Or*[0mS[ NOTED. PROFU LEMV EXISTING I GROUND PROPOSED GRADE I 805 | � 805 � EXISTING PROPOSE I D GROUND 800 ----- - 00 DATUM ZfOO*-' STATIONING - CRANULAR BACKFILL SEE NOTE 8 �XEY DON'T S EZ: DIG BLIND CALL TOLL FREE FOR CALLS OUTSIDE Or INDIANA CAUTION LOCATIONS or ALL EXISTING UNDERGROUND onuncs SHOWN ow THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE 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 MICH 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. 000 0000 00 vw 915 0.0 _ 915 910 | 910 -----'-1 / 1B~ RCP 0 0i'5% 905 1 900 900 INVERT INVERT OUT 910-0010,02 910-0710.09 SURFACE 91-3-CV13-98 9 13-91V113-08 0f00 0f50 1f00 PROFILE 836-839 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART V APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDITION, IN DEPTH R[OU0[ THE DESIGN OF A TRENCH SAFETY ^."."M BY a vEmx/u«u PROFESSIONAL ENGINEER. 3. Al STRUCTURES SHALL HAVE ' JOINTS, 07 - STEPS AND PIP[ CONNECTIONS 0EL GROUTED, TROWELED SMOOTH AND BRUSM 4. Al STRUCTURES AE MANHOLES, INiErS S�&i w&� POURED F0wUNB�0 BENCH WALLS, THE FLOW umE5 AND B[NCHMA-LS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. R[L0 ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES WAY BE R[0VIR[0 n0 W[[T FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0-5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO 07[RM|N[ THE INTEGRITY OF THE STRUCTURE AT NO COST T0 THE OWNER. 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE S[7 TO MAINTAIN A POSITIVE DRAINAGE FLOW INTO THE STRUCTURE 7. STORM PIP[ INVERTS AT OUTLET STRUCTURES ((E [NU SECTIONS), AND �P[ LENGTHS M� R[ONR[ R[U) ADJUSTMENTS T0 MEET ACTUAL R[lD CONDITIONS. ' B. FULL DEPTH GRANULAR 8xCKRLL SHALL BE R[OV0[D UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, |wCiU0wG CURBS, [UG[ OF Pxv[m[mT, AND SIDEWALKS. ». SE[ SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS IN THE PROJECT MANUAL. /O. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE [ AND INCLUDE [N0 SECTIONS. 11./LL STORM SEWER PIPES ARE TO BE REINFORCED CONCRETE p|P[ Vwi[33 Or*[0mS[ NOTED. PROFU LEMV EXISTING I GROUND PROPOSED GRADE I 805 | � 805 � EXISTING PROPOSE I D GROUND 800 ----- - 00 DATUM ZfOO*-' STATIONING - CRANULAR BACKFILL SEE NOTE 8 �XEY DON'T S EZ: DIG BLIND CALL TOLL FREE FOR CALLS OUTSIDE Or INDIANA CAUTION LOCATIONS or ALL EXISTING UNDERGROUND onuncs SHOWN ow THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE 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 MICH 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.