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HomeMy WebLinkAboutC 501 Sanitary Sewer Plan and Profile, \ m 1, \ h' ''� \� ; o o - i / 16, r � , "„"" t•_."w- \ ,'t \ \ �'+ \\ \� � VO I O � O O �F-' .5_ � •\ ; - i r ' 00 rn ..t \ Ch 0 0 _>-_ i ` •\ \`. ._ - -� '% `\ -__ (! O ,i cD •f�(\ \ C\\ \ \ V :.'% . ` PAD.. 13 oa Op ry / PAD - 914.90 ' PAD-915.15 I PAD 915.1b O I i % PAD 914.6 `� - ,•,_,. .. ;i� i 1 ' \\ �' v:\ , .._...... �' / O'° w / ; •' \ Q Z X v _ Q Q . L a J ` !.. ^1 _- S 1 --..� '" -� :r� } .� l � ' \` i i .,'- Q,p\ � .' \ 'p \_.. \ \\ !� \'� \ w I r + p j \ \ > 47 „�,� '•.. ,, '� A t0 � 1 ..'.,:;.. «: I :�...,...,. .. • ...,., .\ tD .L... ..,,........... • I•. ... .•. .....,,.,r .. 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LNG - -• QNM 12" 1 - f \ / \ r ' PLAN 556 - 573 SCALE- V - 50' ' 920 N 11 UJao 915 8 i p� CO °,° 8 N �� $gg� • ` _ h �i__ N N__ o°'ZO 8� �co o �� ' ��+ a EXI NG GROUND x°„'00, o, z ? ° Ag�~ ^� Cr _ - - - -- - - - _ - - 910 ---- __._{n v) O M � 905 8" SANITARY INE 1 0 LF 8" PIPE 0 108 LF IPE 0 173 F 8" PIPE 0 0.40X 900 CONNECT TO EXISTING 12' NITARY 262 LF 8" IPE 0 0.40% 10" SANITARY PIPE 170 LF 8- PIPE 0 0.40% 251 LF 8' PI 0 0.40% > ' 400 LF 8" :PE 0 0.40% �r 895 - _ _ - Z - m -- - - - - m 890 10 CYI O IV 885 l - - - - - - -- -- - -- - - - - -- --1 - - - - - - - - - -- - INVERT IN 896.92 - - -- - -- -- -- - - -- - - _ 898.62 899.40 - - - 900.50 - 901.65 - l- 902.44 902.97 INVERT OUT 896.92 STATION 0 +00 898.52 4 +00.00 899.30 5 +70.09 900.40 8 +20.78 901.55 10 +82.32 902.34 12 +54.91 ' 902.87 13 +62 -63 SURFACE 909.60 909.00 909.00 912.80 915.15 913.95 913.00 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13J0 13 +50 14 +00 1 PROFILE 556 - 573 HOR. SCALE- 1" -501 VER. SCALE, 1" - 5' SANTARY SEWER PLAN AND PROFLE NOTES- 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; 7. CONTRACTOR SHALL VERIFY LOCATION do INVERT ELEVATIONS OF EXISTING SANITARY SEWER (�Y PLAN LEGEND PROFLE LEND FINAL RULE 29 CFR PART 1926, SUBPART 'P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE PRIOR TO START OF CONSTRUCTION. (5) FEET IN DEPTH, t�IOPG� " EXISTING 8. ALL SANITARY MANHOLE CASTINGS SHALL BE: NEENAH R -1642 OR EQUAL WITH PROPOSED GROUND 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A CONCEALED PICK HOLES. SANITARY SEWER GRADE TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. FULL FIVE SANITARY CLEANOUT Co 9. DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF 805 - -- -- - - - - -- -- -- - -- 805 3. ALL STRUCTURES SHALL HAVE CASTINGS. JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. ALL PAVED AREAS, INCLUDE CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. SANITARY LATERAL SANITARY MANHOLE 10.EASEMENTS ARE SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARILY DEPICT ACTUAL SANITARY LINE S "s S 8 "s 4. ALL STRUCTURES (IE: MANHOLES. INLETS) SHALL HAVE POURED FLOW LINES AND BENCH RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION. HOLEY MOLEY• DON'T s`z. CAUTION WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. SEE SHEET C507 FOR DETAILS. 11.SEE SECTION 02730 FOR SANITARY SEWERAGE SPECIFICATIONS A IN THE PROJECT MANUAL OR B) ON SHEET C507. ) SANITARY STRUCTURE NUMBER SANITARY CASTING ELEVATION 501 C 15.50 DIG BLIND LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET 12.PIPES LENGTHS ARE MEASURED TO THE NEAREST FOOT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. EASEMENT LINE _ _ 800 --- - - - - -- -- - - - - - -- $OO manholes, inlets, volves, and marks made upon the AND ARE IN 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. 13.SANITARY SEWER LATERALS ARE 10 BE STUBBED TO THE BUILDING SETBACK LINE OF EACH LOT OR AS INDICATED ON THE PLAN. EACH LATERAL END SHALL BE PROPERLY CAPPED AND MARKED IN THE FIELD. SANITARY SEWER EASEMENT SANITARY SEWER, DRAINAGE S.S.E. $S•,II& llt DATUM 2+004-- STATIONING ground by others) SPECULATIVE NATURE. THERE MAY ALSO BE OTHER EXISTING <; :> UNDERGROUND UTILITIES FOR WHICH THERE IS NO o� e GRANULAR BACKFILL ABOVE GROUND EVIDENCE FOR WHICH NO ABOVE SEE DETAIL ON SHEET C507. do UTILITY EASEMENT `'o° SEE NOTE 9 1-800-382 -5544 OR GROUND EVIDENCE WAS OBSERVED. THE EXACT 6. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS -BUILT DRAWINGS TO THE ACCEPTING CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND AGENCY TO CERTIFY THE ELEVATION AND SLOPE OF SANITARY SEWERS. SEWERS INSTALLED AT 14.ALL SANITARY SEWER PIPE GREATER THAN 20' DEEP SHALL BE S.D.R.26. ALL OTHER PIPE TO BE S.D.R.35. 1- 800-428-5200 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR FOR CALLS OUTSIDE OF INDIANA PRIOR TO ANY AND ALL CONSTRUCTION. SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT DESIGN GRADE IS BEING MAINTAINED. N ~ V) Z w w J W z O w _ z W0�ZO Qo ZLLzMw Q WNav=ioa = J 0 0 C) 2 2 a a- z a v_' Q V _1 J J W I CJ 00 rn r\ o� I N � 0 Q 00 U Q N OQI\ a Qf Z L Q Q Z X v _ Q Q . L a (n L u J (\ V �a N d Q I r.Z��� 000w Z O N `X' T 00 LLJ < �. LL- O co O -t 4 Uj C�', C-f-_a a Z wQ O <t z cc W n J m C:� 101 W CO cn w cc Uj ~ Z U W � CO J rJ 0.7 co w CL CERTIFIED BY: \ \ \\atul l u 111 K O ST No. �= t _ 60900358 _ 3 t\ STATE OF i /ONAL \ 11/11/1111111101\\ Drolm By KMK Checked By. AS Ouolity Assurance: Sc*: - 0 Sooty: 1' • 50' sheet C501 Dale ---- -- - - ---- 07-16-01 Project Number 960324 -20600