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Home My WebLink About03030051.6SECTION TWO PROFILE LEGEND EXISTING PROPOSED GROUND GRADE 805 805 ul EXISTING PROPOSED GROUND GRADE 800 800 DATUM 2-00 *--STATIONING 2GRANULAR BACKFILL SEE NOTE 8 DON'T SE aFr 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. I :30+110.00 tf'1 n 31+00 00-9n ^ [V 1O�Q pp W 00 31+50 32+00 eo Cf M O q� 00 coB 32+50 33+00 N m Iq p� O r- 0000 Go 00 W 33+50 34+00 r 00 fD 34+50 M ^ CU 00 co 35+00 0 00 00 go 35+50 co rl-00 fY��'j� coo do 36+00 en 0 OC1 coo do 36+50 Oi 1'` ^ OD 37+00 0i Oi O^O W 37 +50 .- O 0�0 0 38+00 38+50 O LO i 0+00 519 N '° 1+50 .- � to °° 2+00 O to - ro pp co UW h °° °° aD 2+50 3+00 3+50 882.38 p f 5+00 pp �} `r"1t M 5+50 N V' f m w 6+00 1� � f sf 1, co m 6+50 nZr,- c0 v J Q ZN Z 00 Co SECTION STATION= +09.69 cc M 868.82 SIR. 5 3 ,�- SECTION TC EL=B 4.10 cc a.V 868.35 STATIO =31+65.48 INV IN=B .63 m = v a 4J o z CL, - - - - _ - - TC EL INV(E) 881.54 869.64 STIR. 518 STATION=O+ _ - INV(5W . 869.56 .30 5 4 STR. 515 STF. 516 1 .73 STATIO =35+65.55 INV(E)=855.2 STATI0N=37+ .73 STATION =384 29.48 INV 0 - TC EL 878.52 TC EL=879.18 879.30 TC EL=879.98 880.05 - - _ INV S)=853.3 INV SE) �W) 8�3A 871.47 INV(SE)= 872.22 INV OUT= 874.20 - - - _ _ - INV 872:26 871.37 INV NW = 872.18 1 T RCP S - - INV(N)= 872.29 872.82 RCP STORM A. 6+22 _ '- - - _S1 ---- 3 +13 �_ IE 862.79 ---_--- ----- i-7 7 RUN CONCRETE ° �------ ° - B7 59 RE QUIRED 000 ° 000000 ' PVC at 0.45 86 53 860.63 W_3_15 88.73 400 000 0°0°0° 2" RCP STORM CORE & BOOT REQUIRED 0 0`21"� 0 0 o RCP TORM STA. 34+32 8' PVC at 1.59% 739-740 RUN 5.29 210 LF ° 0;7 3-745 UN IE=874.18 12" SANITARY OFFSITE00 O1E CONCRETE 874.14 SADDLE 1" 8 4.20.87�9�' 000 0"0000 REQUIRED 872188 872.22 o°0 00 0 0 2� 871.47 871.37 $7i 128,3 LF8" PVC at 1.54% 131.7 LF 8' PVC at 0.54% 869.56$793 869.64 403.5 LF 8' PVC at 0.43% 165'9 LF 8' PVC at 0.45% RUN \RY RUN 0:\1998\980528\20100\CAD\SURVEY\ASBUILTS\SAKI\C503.DWG ::M 880 875 875 870 880 865 875 860 870 855 865 850 SANITARY SEWER PLAN AND PROFILE NOTES - 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART V APPLES 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, LFT 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. 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 FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT DESIGN GRADE IS BEING MAINTAINED. 7. CONTRACTOR SHALL VERIFY LOCATION & INVERT ELEVATIONS OF EXISTING SANITARY SEWER PRIOR TO START OF CONSTRUCTION. 8. ALL SAV TARY MANHOLE CASTINGS SHALL BE. NF 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.EASEMENIS ARE SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION. 11.SEE SHEET C505 FOR SANITARY SEWERAGE SPECIFICATIONS. 12.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 10 co 30+50 tf'1 n 31+00 00-9n ^ [V 1O�Q pp W 00 31+50 32+00 eo Cf M O q� 00 coB 32+50 33+00 N m Iq p� O r- 0000 Go 00 W 33+50 34+00 r 00 fD 34+50 M ^ CU 00 co 35+00 0 00 00 go 35+50 co rl-00 fY��'j� coo do 36+00 en 0 OC1 coo do 36+50 Oi 1'` ^ OD 37+00 0i Oi O^O W 37 +50 .- O 0�0 0 38+00 38+50 O LO i 0+00 519 N '° 1+50 .- � to °° 2+00 O to - ro pp co UW h °° °° aD 2+50 3+00 3+50 d ,� �y ^ !� r- °O 0O ° 4+00 4+50 p f 5+00 pp �} `r"1t M 5+50 N V' f m w 6+00 1� � f sf 1, co m 6+50 nZr,- c0 v J Q ZN Z 00 Co SECTION STATION= +09.69 cc M ,�- SECTION TC EL=B 4.10 cc a.V cc INV IN=B .63 m = v a 4J o z CL, INV OUT 60.53 STIR. 518 STATION=O+ =86 .30 TC EL=864.9 1 .73 INV(E)=855.2 INV 0 - INV NW)=853. 9 INV S)=853.3 - 1 T RCP S A. 6+22 _S1 IE 862.79 CONCRETE RE QUIRED ' PVC at 0.45 86 53 860.63 W_3_15 88.73 400 CORE & BOOT REQUIRED 8' PVC at 1.59% 5.29 210 LF 12" SANITARY OFFSITE00 1" OFF 10 co 30+50 tf'1 n 31+00 00-9n ^ [V 1O�Q pp W 00 31+50 32+00 eo Cf M O q� 00 coB 32+50 33+00 N m Iq p� O r- 0000 Go 00 W 33+50 34+00 r 00 fD 34+50 M ^ CU 00 co 35+00 0 00 00 go 35+50 co rl-00 fY��'j� coo do 36+00 en 0 OC1 coo do 36+50 Oi 1'` ^ OD 37+00 0i Oi O^O W 37 +50 .- O 0�0 0 38+00 38+50 O LO i 0+00 ^ M � Lci co co 0+50 1+00 N '° 1+50 .- � to °° 2+00 O to - ro pp co UW h °° °° aD 2+50 3+00 3+50 d ,� �y ^ !� r- °O 0O ° 4+00 4+50 p f 5+00 pp �} `r"1t M 5+50 N V' f m w 6+00 1� � f sf 1, co m 6+50 nZr,- c0 v J Q ZN Z 00 Co SECTION TWO cc M ,�- SECTION ONE cc PROFILE FOUR- HORIZONTAL SCALE, 1'-50' VERTICAL SCALE, 1'-5' PROFILE FIVE HORIZONTAL SCALE, 1'-50' \ /f -M -I-10% A l A /1 A. r- n -• A 15 J 0 a. Q z N a� Fw w U V7 0 O W =vz0cn 0 QF2Zo wWFz EL X it �w00(L(L VV) _Kc z o o U 0 z> Q Q z z Q W W J J d Z °° i o cc I w W Lh ob E N v c0 nO O •- ai Q O Z X Q X 2 M p Q U¢ =ZLL- a> a a r,an v nZr,- c0 v J Q ZN Z 00 Co cc M CERTIFIED BY: Doom 9y: LISA ELLER BRUCE HAGEN QuOy A,m= Sealc 0 Seats I. .So 0503 Dale 08-30-88 co DoM i o cc LL. Z C\Z a o Cf) Co cc M ,�- W cc a.V cc rn m = v a 4J o z CL, CERTIFIED BY: Doom 9y: LISA ELLER BRUCE HAGEN QuOy A,m= Sealc 0 Seats I. .So 0503 Dale 08-30-88