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Home My WebLink About03030051.4:'1 885 Z 1 875 870 8651 I ANITARY OFFSITE UNITARY DFFSITE 860 SECTION ONE 805 EXISTING PROPOSED GROUND GRADE 805 .": c0cp LO EXISTING'� PROPOSED ~GRADE 0�0 00 coCEJ co GROUND r2 ^ 800 800 DATUM 2+00 4 -STATIONING GRANULAR BACKFILL n SEE NOTE 8 DON'T 1i0LEY MOtEr SEZ: DIG BLIND 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. qq"� Z. 517 TION=43+73.50 EL=878 879.06 OUT=8789 872.96 .": c0cp co 0�0 00 coCEJ co Ui STATI STR. 509 N=40+00.00 C EL=87699 877.25 870.36 oopIq op eCD ao 00 aoC14 ao S Nip a°pO dD aD SIR. 505 STATION =6+,r I 5 6 - 7+50 8+00 8+50 44+00 43+50 M CO IN(NW =8987 0.17 SING _ ST TION=5+25.83 o� TC EL=882. .01 AT1ON=8+21.4 0000ATES °0°0 ° 00 - - - - n CC STR. 5 3 TC EL=882.20 _ INV N =868.0 u> cc TC EL=883. INV OUT=876. 5 18CP STORM 000° 00 0°00 v °0°°00°0°000 °o°o°o°o°o°o 000000000000 STATION =3+47 37 I - SE)=865.93 0 0 0 0 0 o°o°o°o°o° _ 0 0 0 0o0o0a 0 ona IE=873.02 °000000000 0000000000 �7?88-8 TC EL=879.10 CONCR E SADDLE I 0 EXISTING M HC 23 REQUIRED 0000000000 1 INtNW6.5, " 870.32 ° - - - - - - STATION=O+ IN3- TC EL=874. INVE=863-�7 1 QINV=862. - .502 _-- ----- ----- -- -- - SIR. 501 EL=875.50 - - STATION=0+35.25 IN)=864.05 I 4VSW)=863.95 TC EL=874.60 INVNE)=863.53 INV W)=863.43 6 115" RCP STORM �G A. 5+91 0 17-718 RUN %69 I =874.38 7�s8h SANT ARY 505-5 7 RUN CORE & B 865.93 866.03 126 LF 8 PVC 0.45% REQUIRED 865.13 863.43 863. 3 05 218 LF 8" PVC0.45X t163127 35 lF B"94 LF 8C at 0.45% 0+00 0+50 1+00 1+50 2+00 2+50 3+00 a � m co 3+50 4+00 4+50 5+00 SECTION ONE PROFILE ONE HORIZONTAL SCALE. 1•-50' 885 0:1199819805281201001CADZURVEYIasbuilLslsanikC501.dwg, 02/14103 10.10.41 AM, 880 885 875 880 WATERLINE CRC MAINTAIN 10 STAN 870 875 865 870 860 865 SECTION TWO SAWARY SEWER PLAN AND PROFILE NOTE& 1. OCCUPATIONAL 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. 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, UFT RINGS, STEPS AND PIPr 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 BENCHWALIS 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. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS -BUILT DRAWINGS TO THE ACCEPTING AGENCY TO CERTIFY THE ELEVATION AND SLOPE OF SANITARY SEWERS, SEWERS INSTALLED AT A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR SHALL PROVIDE FOP DERIODIC AS-OUII_T CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT DESIGN GRADE IS BE SIG MAINTAINED. 7. CONTRACTOR SHALL VERIFY LOCATION & INVERT ELEVATIONS OF EXISTING SANITARY SEWER PRIOR TO START OF CONSTRUCTION. 8. ALL SANITARY MANHOLE CASTINGS SHALL BE NEENAH R-1642 OR EQUAL WITH CONCEALED PICK HOLES. 9. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN FIVE (5) FEET OF ALL PAVED AREAS, INCLUDE CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 10.FASEMENTS ARE SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION. 11.SE SHEET C505 FOR SANITARY SEWERAGE SPECIFICATIONS. 12.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. STI ST TC I Z. 517 TION=43+73.50 EL=878 879.06 OUT=8789 872.96 .": c0cp co 0�0 00 coCEJ co Ui STATI STR. 509 N=40+00.00 C EL=87699 877.25 870.36 oopIq op eCD ao 00 aoC14 ao cq^op coop �V6 aD f� Nip a°pO dD aD ado CO I SW =870.99870.32 6+50 - 7+50 8+00 8+50 44+00 43+50 M CO IN(NW =8987 0.17 SING _ cc Z o� J MCC �~ 0000ATES °0°0 ° 00 - - - - n CC °° 00 000°0-00°000° Z pa„ Q _ M C) u> cc 00° oo°°00°°0° 00°a00°RDS °° 18CP STORM 000° 00 0°00 v °0°°00°0°000 °o°o°o°o°o°o 000000000000 000°0° o°o°o° w o SrA 731-732 40 163 RUN 0 0 0 0 0 o°o°o°o°o° 0 0 0 0o0o0a 0 ona IE=873.02 °000000000 0000000000 �7?88-8 2.96 CONCR E SADDLE 0000000000 REQUIRED 0000000000 37+4 " 870.32 ° 373.9 L 8" PVC at 0.717. 1� N V7 f .": c0cp co 0�0 00 coCEJ co Ui Cc O 9_0p oopIq op eCD ao 00 aoC14 ao cq^op coop �V6 aD f� Nip a°pO dD aD ado CO 5+50 6+00 6+50 7+00 7+50 8+00 8+50 44+00 43+50 p Of ^Of fG N V7 f .": c0cp co 0�0 00 coCEJ co 00 so Cc O co m 43+00 42+50 42+00 41+50 41+00 SECTION TWO PROFILE TWO HORIZONTAL SCALE, V-50' 885 ::1 875 SANITARY 509-510 RUN �SANITARY 08-509 RUN 870 865 O .": c0cp rn co 00 c m 40+50 40+00 Gl0- V' qr no �0 J -4j k 10 p - of 1301 z aa1lN' $ o Kira OZz W w o o a- g N =�o�ioo U U Z> Q Z Z < Lzu zw 5 U Z00 w T Lo W OHO cD T W CL QQ►� a oz -.c CCQX U �E< p' =ZLL_ a) UQ 0 J U �a NOS .� �Q1\ 0 r- Zr- - Q ca o - I � Z 00 M CL CERTIFIED 9Y: orw W, LISA EGLER 00dw * BRUCE HAGEN way mmmm. swic s� C501 Dds 09-30-98 w 00MC) i cc M U_ L§ _J 0 z cc N LIZ cc CLM M CO coo <r 1114. Lo a c cc Z o� J MCC �~ n CC Z pa„ Q M C) u> cc = v a w o a CERTIFIED 9Y: orw W, LISA EGLER 00dw * BRUCE HAGEN way mmmm. swic s� C501 Dds 09-30-98