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HomeMy WebLinkAbout05050037-42.9MI L K J H G F E 2 1� X� 0 1 ,1 J X xX x ---- - - - - -- \d\�I/ /Jq \ \ ¢i Y e° \ o X \ �T2 "n, \ \ X �0 \ a a 14 ha\ �� a O I \ \ \ �1x 9 9 m o h X \ S J - - - - - ��--- � --x1ho fT7 7V SANITARY /STORM CROSSING \\ INV. 6" 2" STORM = 848.74 C I � o ENCASE IN CONCRETE CLEAN OUT 11 CLEAN OUT INV. = 847.92 co INV. = 847.16 cn S 6" SANITARY LATERAL`S AT 1.0% SLOPE MIN. TL CONNECT TO E ISTING I o�ti ti� XI �1 v I SANITARY SERV CE AT INV. = 846.60 \ I � 1 � 14 J v v d 15 16 17 18 SECTION CORNER ® REBAR FOUND W 01 CUT "X" FOUND �s F- ® MAG NAIL SET 0 V) 0 I MAG NAIL FOUND ® ELECTRIC OUTLET > LIGHT POLE Q 0') `N�a O 0 POLYVINYL CHLORIDE PIPE \ -0-• thy' P hy1 o° I �o SIGN :2 W �ah�• ® HANDICAP SYMBOL WATER VALVE Z =) FIRE HYDRANT ®w W � SQUARE FEET HOSE BIB O (/7 SANITARY MANHOLE MEASURED BEARING /DISTANCE Z Z +.O CONNECT TO EXISTING -� INLET WATER LINE. PROVIDE w 11 TOR = 851.70 TAPPING SLEEVE AND VALVE. Li U, X C� COORDINATE WITH CARMEL INV(W) = 848.30 FOR EXACT TIE -IN LOCATION. 01) ; INV(N) = 849.25 X 1CP J X xX x ---- - - - - -- \d\�I/ /Jq \ \ ¢i Y e° \ o X \ �T2 "n, \ \ X �0 \ a a 14 ha\ �� a O I \ \ \ �1x 9 9 m o h X \ S J - - - - - ��--- � --x1ho fT7 7V SANITARY /STORM CROSSING \\ INV. 6" 2" STORM = 848.74 C I � o ENCASE IN CONCRETE CLEAN OUT 11 CLEAN OUT INV. = 847.92 co INV. = 847.16 cn S 6" SANITARY LATERAL`S AT 1.0% SLOPE MIN. TL CONNECT TO E ISTING I o�ti ti� XI �1 v I SANITARY SERV CE AT INV. = 846.60 \ I � 1 � CI on :l A EXISTING LEGEND: DESCRIPTION: DESCRIPTION: J v v d EXISTING CONCRETE J TEMPORARY BENCHMARK Q SECTION CORNER ® REBAR FOUND W 01 CUT "X" FOUND �s F- ® MAG NAIL SET 0 V) 0 I MAG NAIL FOUND ® ELECTRIC OUTLET > LIGHT POLE Q 0') ELECTRIC TRANSFORMER O 0 POLYVINYL CHLORIDE PIPE GROUND LIGHT -0-• TELEPHONE PEDESTAL ® W Z CORRUGATED PLASTIC PIPE SIGN :2 W GAS METER ® HANDICAP SYMBOL oa WATER VALVE Z =) FIRE HYDRANT ®w W � SQUARE FEET HOSE BIB O (/7 SANITARY MANHOLE MEASURED BEARING /DISTANCE Z Z +.O CONNECT TO EXISTING -� INLET WATER LINE. PROVIDE w 11 TOR = 851.70 TAPPING SLEEVE AND VALVE. Li U, II INV(E) - 848.40 COORDINATE WITH CARMEL INV(W) = 848.30 FOR EXACT TIE -IN LOCATION. 00I INV(N) = 849.25 oo� eh�h 1CP 18" RCP _ r CI on :l A EXISTING LEGEND: DESCRIPTION: DESCRIPTION: EXISTING ASPHALT v v d EXISTING CONCRETE INLET TEMPORARY BENCHMARK Q SECTION CORNER ® REBAR FOUND FARM FIELD FENCE CUT "X" FOUND �s RAILROAD SPIKE FOUND ® MAG NAIL SET 0 MAG NAIL FOUND ® ELECTRIC OUTLET > LIGHT POLE Er ELECTRIC TRANSFORMER O ELECTRIC METER BOX POLYVINYL CHLORIDE PIPE GROUND LIGHT -0-• TELEPHONE PEDESTAL ® END SECTION CORRUGATED PLASTIC PIPE SIGN © GAS METER ® HANDICAP SYMBOL oa WATER VALVE R� FIRE HYDRANT ®w WELL SQUARE FEET HOSE BIB O SANITARY MANHOLE kll ^ati I � 6 �, 0 J 0 • �0 9,11 j �� 4 I Xo�ti X� N \ ti � 05 X CP I "I L - \ 1 - -- -/ - -_ L X�--- - - - - -- I I 1 1 11 \ } L ° o \� X y _ 11 19 1 110 12 1 113 114 115 - I t ! co e>' � Tls' I �` ' �a l 1 1 �,� a I m ! I I I o h xf t' ' ��,�° I I " �' / 1 I I I I °I I II I I I �• x !I ! I I I X �o x x ^° 15" J� � x 1 I I X } I III I INLET x�oc �� x !I " } I I TOR = 852.16 / 1 I I col I II // \ I ���� �h� x I ,1 I I INV(NW) = 843.76 I co I I I I \ x I I INV(S) 847.176 co / CLEAN OUT / x INV. = 849.81 00 h a I I I \ \ 00 a P-1x I ^) 91 \ � x\ X � I FIFE - 853.00 COFFEE SHOP SURE 025 F 61 (� I I � 1 I } I / I III 5® el 6" SANITARY LATERAL ti AT 2.0% SLOPE MIN. �0 1 .v . v o v. v o v v ® v o v v o v d o v o v v o x ,? DRIVATHRU x (I \} } / x0ao /1 i i 0� �I i x X °` ti° z �ssF WYE CONNECTION 1 x�� X�h - - - - - - - - - - - �_16 h� INV. = 848.57 h x� 10 ati a /X a a a. x� �� ��\ h ��ti CLEAN OUT 1 ox INV. = 848.94 \ a ° , o ( - I \I�o�i XIII/ I I DRAINAGE /MANHOLE TOR = 8 0.90 INV(N) =1 844.90 / I \ X X VINE CONNECTION 04' �� i I �a } / � / / / INV(S) =1 844.90 \ \ I INV. = 848.58 X X�h ^� /ate, XjA 0��w ��� / I� ICI ( X� L \ Soso IF FIFE = 853.00 / ' \ ° 1 col 1/ �a�`'° // I�� i a ?' 4 I X ' II I CLEAN OUT ti ( °` x IX II I I / / X II INV. = 849.40 X II• I rN 1� I I / I I I ' a� ry IIII I I II I ` X�h FFE = 853.00 X!,: 0 Xle R r�LE. 1 W W a Q i o r �/ \ 6" SANITARY LATERAL X ¢ AT 1.0 / SLOPE MIN. I F- o / o l a r, ` ^ z I v o ( o / �o ao I a( t o \ ti 1. � h o N / Xe I I I I x � �ha i x ° �'\ ���. l�ti -1) L io Q / 1,000 GAON GREASE TR PI Xa` �a ti / INV. N = 8494 \ , > CLEAN OUT - INV. S = 84 INV. = 850.13 X� / / O X TELEPHOI E AND X I eke` - - - - } - ��ti w / , -I T CABLE S�RVICE T I ( T T-- 1�- -1-J -� I o10 �� �/ / 1 �1 r / ¢ / h / I X� X \ m / / \ 11 a ELECT SE�rICE. I 0 Z X 0 X ` // ,6 ti \ X } a COOR I A� WITH HOLE I I I CINER�GY•� - _ �`� / I DRAINAG MA L�\J `� / // I I - x / TOR = 52.1 1 X E x� E E / E I 84 .12 �0 1a , / �o , - Xo �,` `�h / I I INV(W) 84 .92 �� X h° xx Rah h^ xX h a _ ° ° ° �' �� x POST INDICATOR _ CLEAN OUT -° X ` h I h1 x � ° o� _ ' - _ . -VALVE w`' E Ta6AL - r 1 / ao. X I as I 10t l - - _ -852- - INV. = 851.02 I / I I �"' col I I X 6" WATER LINE �`> - - W W W W TRANSFORi�E�R / / }�a1 a�• I (X I I w w w w w w w w w, 1 I I -- - - - - -\ 18' RCP 6 " WATER LIN� - - - - - - - - 0�� - Boa �o I I I I � °,� x �' I \ I LET \\ X� x� p 1 1 t I I 1 ago 0o j h OR = 850. 5 _ - - _ _ - , _ g51- CONN CT TO EXISTI G GAS Y ERVICE COOR INATE �oP1 ��o I I V(E) = 84 45 \ ` - - ITH VE TREN. i ✓ I N ^o l I I V(NW = 8 8.45 IRE HY RANT - I I I I I I I I \ X aho• Xo� Xo HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in- service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. 1 2 3 4 - 15 16 i BENCHMARKS: MSEY , I I I I o° a I I P, 1 I I o I I II DY _ I I 0a�� I I/ W 11 h1 I ah°o I I I Xb Q o I xgah /�4' al I I II - -- - ,----- - - - -XX � // � �� LiJ UTILITY NOTES U.S.G.S BM (HAM G -541 A BRONZE DISK ON THE CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG US -31, 1.4 MILES NORTH OF 1 -465, 0.4 MILE SOUTH OF 116TH STREET, 100 FEET WEST OF THE CENTERLINE OF SBL OF US -31 & 2 FEET EAST OF RIGHT -OF -WAY FENCE AT STATION 345 +00. ELEV = 844.04 (NGVD 1929) CIVIL DESIGNS TBM #1 CUT "X" ON THE NORTH SIDE OF THE LIGHT POLE BASE ±86.2' NORTH OF THE SOUTH PROPERTY LINE AND ±74.5' WEST OF EAST PROPERTY LINE ELEV = 853.54 CIVIL DESIGNS TBM#2 CUT "X" ON BACK OF CURB ±5.9' SOUTH OF NORTH PROPERTY LINE AND ±197.7' WEST OF EAST PROPERTY LINE ELEV = 854.10 CIVIL DESIGNS TBM#3 RAILROAD SPIKE FOUND IN BACK OF CURB AT SOUTHWEST CORNER OF SITE 1.5'± NORTH AND 2.8'± WEST OF CUT "X" AT SOUTHWEST CORNER OF SITE ELEV = 850.46 0 91 1. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, IMPLIED, OR NOT INDICATED ON THESE PLANS. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER. 3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. 4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS. 5. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED. 6. NEW 4" WATER LINES SHALL BE DUCTILE IRON CONFORMING TO AWWA C151, CLASS 55. NEW 2" WATER LINES SHALL BE SEAMLESS COPPER WATER TUBING THAT SATISFIES THE REQUIREMENTS OF ASTM 1888. 7. ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER. 8. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN NEW WATER AND SANITARY SEWER LINES. IF 18 INCHES OF CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PVC (SDR -21) PIPE WITH GASKETTED, COMPRESSION -TYPE JOINTS WITHIN TEN FEET OF THE WATER LINE. 9. NEW 6" SANITARY LATERALS SHALL BE SDR -35, SCHEDULE 80 OR SCHEDULE 40 PVC PIPE CONFORMING TO ASTM D2241, AND SHALL MEET THE DEFLECTION STANDARDS OF ASTM D -3303. 10 1 11 12 13 14 115 PROPOSED LEGEND: DESCRIPTION: , - DESCRIPTION: ® DRAINAGE MANHOLE �AQd INLET BUSH a DECIDUOUS TREE - x FARM FIELD FENCE FLOWLINE -- elec -- UNDERGROUND ELECTRIC - -yos -- GAS LINE INV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT -OF -WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in- service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. 1 2 3 4 - 15 16 i BENCHMARKS: MSEY , I I I I o° a I I P, 1 I I o I I II DY _ I I 0a�� I I/ W 11 h1 I ah°o I I I Xb Q o I xgah /�4' al I I II - -- - ,----- - - - -XX � // � �� LiJ UTILITY NOTES U.S.G.S BM (HAM G -541 A BRONZE DISK ON THE CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG US -31, 1.4 MILES NORTH OF 1 -465, 0.4 MILE SOUTH OF 116TH STREET, 100 FEET WEST OF THE CENTERLINE OF SBL OF US -31 & 2 FEET EAST OF RIGHT -OF -WAY FENCE AT STATION 345 +00. ELEV = 844.04 (NGVD 1929) CIVIL DESIGNS TBM #1 CUT "X" ON THE NORTH SIDE OF THE LIGHT POLE BASE ±86.2' NORTH OF THE SOUTH PROPERTY LINE AND ±74.5' WEST OF EAST PROPERTY LINE ELEV = 853.54 CIVIL DESIGNS TBM#2 CUT "X" ON BACK OF CURB ±5.9' SOUTH OF NORTH PROPERTY LINE AND ±197.7' WEST OF EAST PROPERTY LINE ELEV = 854.10 CIVIL DESIGNS TBM#3 RAILROAD SPIKE FOUND IN BACK OF CURB AT SOUTHWEST CORNER OF SITE 1.5'± NORTH AND 2.8'± WEST OF CUT "X" AT SOUTHWEST CORNER OF SITE ELEV = 850.46 0 91 1. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, IMPLIED, OR NOT INDICATED ON THESE PLANS. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER. 3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. 4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS. 5. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED. 6. NEW 4" WATER LINES SHALL BE DUCTILE IRON CONFORMING TO AWWA C151, CLASS 55. NEW 2" WATER LINES SHALL BE SEAMLESS COPPER WATER TUBING THAT SATISFIES THE REQUIREMENTS OF ASTM 1888. 7. ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER. 8. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN NEW WATER AND SANITARY SEWER LINES. IF 18 INCHES OF CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PVC (SDR -21) PIPE WITH GASKETTED, COMPRESSION -TYPE JOINTS WITHIN TEN FEET OF THE WATER LINE. 9. NEW 6" SANITARY LATERALS SHALL BE SDR -35, SCHEDULE 80 OR SCHEDULE 40 PVC PIPE CONFORMING TO ASTM D2241, AND SHALL MEET THE DEFLECTION STANDARDS OF ASTM D -3303. 10 1 11 12 13 14 115 PROPOSED LEGEND: DESCRIPTION: , - L0000 r u U r I`J V Q L d r Q V ` i 11 •u U) G D d 3 PROPERTY BOUNDARY ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) PROPOSED TELEPHONE SERVICE PROPOSED ELECTRIC SERVICE PROPOSED GAS SERVICE PROPOSED SANITARY SEWER PROPOSED WATER LINE PROPOSED STORM SEWER ® PROPOSED STORM SEWER INLET X PROPOSED ARE HYDRANT ASSEMBLY WV M PROPOSED WATER VALVE L0000 r u U r I`J V Q L d r Q V ` i 11 •u U) G D d 3 u Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 W LLJ N rn W a -z� z - ',I- r) Q W2z W v0 ,- Z _ M W � Q W � Q �� r < czuu _ Vi Z o.. Wil ZD PROJECT NUMBER 05 -110 DESIGN PHASE CONSTRUCTION PLAN NUMBER C5.0 SHEET OF 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) REVISION RECORD O O O 0 ,`���1tlflttt', ♦♦� IS N C. _��� ��GISTER�O•• A 1' ► No = PE10300058 STATE OF .•N 4 ,,� /`, , ,�,♦ ONAI - t1�1�t R.,,,, c. Ha DATE: 3 1 18 1 2005 DWN BY: JRD CHKD. BY: ACH SCALE: 1 " =20' DATE: 03/18/05 u Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 W LLJ N rn W a -z� z - ',I- r) Q W2z W v0 ,- Z _ M W � Q W � Q �� r < czuu _ Vi Z o.. Wil ZD PROJECT NUMBER 05 -110 DESIGN PHASE CONSTRUCTION PLAN NUMBER C5.0 SHEET OF