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HomeMy WebLinkAbout05040003.15�1 L J H 2 Xe . 0 A �1 14 � 1 I I \ � I i 0 I 1 1 03 \ \ X o� \ \ X 0 \ �a ao �a. o ittC G E v C A T J ~~J W CD W ry F- 00 Q 0) 0 W Z :2 W O z CO d' CONNECT TO EXISTING -� INLET WATER LINE. PROVIDE TOR = 851.70 TAPPING SLEEVE AND VALVE. Li cn INV(E) = 848.40 COORDINATE WITH CARMEL INV(W) = 848.30 FOR EXACT TIE -IN LOCATION. eoo� °o II INV(N) = 849.25 _ 18" RCP C P 0 I EXI STI N G LEL:jtN U. DESCRIPTION: ® EXISTING ASPHALT a a v o 0 EXISTING CONCRETE TELEPHONE SERVICE TEMPORARY BENCHMARK a SECTION CORNER ® REBAR FOUND U CUT "X" FOUND �s RAILROAD SPIKE FOUND ® MAG NAIL SET - -9a5 -- MAG NAIL FOUND ® ELECTRIC OUTLET TOR LIGHT POLE er ELECTRIC TRANSFORMER Iii ELECTRIC METER BOX PVC GROUND LIGHT O- TELEPHONE PEDESTAL ® END SECTION CPP SIGN © GAS METER ® HANDICAP SYMBOL N WATER VALVE CONC. FIRE HYDRANT ®w WELL SF HOSE BIB os SANITARY MANHOLE 1 LSO \ 5 / I I I I � �{ Y. 10 I Xx� �. h� �h h� ha OX�h \ \ h� 1� - -- X� -- o X h �� X �O \ oh a 1 \ �X, I tih P y lad 11 4hI X XO�� X� I rn ti6 el \ � �hhA I PgP \ 11 CONNECT TO E,' X11 �� v SANITARY SER\ INV. = 846.60 ro l M� 00 ,a 0�0�1 - -- X�� - -- �° 0 1 / IX °�� ^ k \ X 0�h / ho. i o 1 I7 18 19 11 110 I11 112 113 114 � 00 I �Z� h^• �, 1 I �� / � I °I I X h� I h ,--�X� �0 h X X 0 I 15 x o 0 1 0' (� I CO I X ��'�o 15" \ \\ X� I I� I X X �/ /� X I I I I I I � �� \ I I � � � I I I I I I I y� °6 I\ o� �'° a� �h I I ( I I I 1 , h / ^� yX I I II` I INLET �hA �� Ic �I /I/ \ �I x� X° ��' xo II 1 t 1 I I TOR = 852.161 I I I lol I �� I II // x\ X�� X I I I INV(NW) = 843.76 1 co I I I I INV(S) - 847.176 / I I I I I I CLEAN OUT / X I / 0) I `° I ���� x x INV. = 849.81 w I I / m �, I 10 FFE = 853.00 �� 11 / x� + 1 X o o° \ I �h I I I I / Oa '� 0� p COFFEE SHOP Q7�� ` Oi' �,7 X h� �^ �� tah �° 20255E -- - - - - - - - - - o _= f I I IIII �.�� ® zX � x x�h� SANITARY LATERAL �,ax�`'a�o Jo�ti ��,� A"' AT 2.0% SLOPE MIN. v ev v�.v. vov v o.v v° v ev -v ov v.ov'.v �v v ov SANITARY /STORM CROSSING x ° X ,° DRw�THRU x ��' h�. INV. 6" SAN. = 846.84 urrE WYE CONNECTION \ � �`'�' INV. 12 " STORM = 848.74 �h ��' 275 SF - I X X - - - - -- - - - -- �h xv 1 I , I ool I 1 h^��X� INV. - 84�l.57 a. x j .. \\ `� 1 / I q,• I ° I ENCASE IN CONCRETE CLEAN OUT I as . v c d a v `v o ..aX .� ti o �ati /�� x" I I ! x��c CLEAN OUT INV. = 847.92 , x I I o l I / I I° I 847.16 �o ��. �� �h�ry CLEAN OUT -2 oX b INV. = 848.94 x X� o/ a a ❑ x e`'i II/I IJ II DRAINAGE /MANHOLE 6" SANITARY LATERA X� �' ° ^,' I I I �� I I / / TOR = 8 0.90 AT 1.0% SLOPE MIN. �I\ II / / INV(N) _/ 844.90 \ X WYE CONNECTION � 0 °��� i La I / / / INV(S) � 844.90 \ I INV. = 848.58 X ti .. y ?�O a XP X5 xfu�`��� 'TING EAT \ 3000 PF FFE = 853.00 -0 1 I eat' 4 / I I CLEAN OUT I�, °` x Ix I o / I x l I I I I) INV. = 849.40 x I I I ` I ° I/ ( I x�` ^ X� 0 FFE = 853.00 I ° , I 1 o AH4 III 1 / I I RgiAUR { I , TE r� ci \X X .\ \ -7 OSF 1 ^I �,yR'a� J O 8 �� I I III I I I SS � e� oh � °�. � cn 6" SANITARY LATERAL AT 1.0% SLOPE MIN. \ o `` �a�' I � • I Z vai �a x�\ �^ ! ry° ¢ / I ( I\ I o oo i �- '� 1,000 GAL -LON GREASE TR P 1 ° / a o� �� ° I g R vuf'�ti' / O INV. N= 84984, x � o � X � 5 ' x � ` \ x> i 0� c,° \ a� CLEAN OUT �� INV. S = 849.94 o x� ah .,, Ill \ - \� �°�� __ = - - - -��a5 - - �X�°L� INV. = 850.13 � / S I I I I I I > ° a \� 1b X,� � ti �" �� X / TELEPHOf E AND 1 I I I I x I g 0 �� \- - - - - •b - o °y. 0 h� w ,' T r -I CABLE S�RVICE T I I T - - - -- -� r--H I I o �� °� �� I ba \ / < / x��1 \ I x ° I I I X Oho \, 51 I X�h � x L / // tiX \\ (1� a° COOft WI Ilry\'b 0 �A X' I RAINAG- MA HOLE / I CINEFGY. _ h D I L i�� �� / - X� / �I TOR = 52.1 X -�/ E' �� E E /// I EI V 84 .12 o a �X / o`b° ,� o xo INV(W) 84 .92 0h x 0�0 x�� 0� XX `y as x _ �` X POST INDICATOR 'CLEAN OUT x , ham. I ° / I ( / °° X�a� ahl I I `'���° e \`�, _ _ �� 852' " -VALUE e ETFFICAL I o �, - -- INV. = 851.02 i I o I ,� °^ 6" WATER LINE e`' _ - W T ANSFORI�ER 1104 W W W W W W W W W W W `W. W�W W �`' r - - - - - - 18" RCP - 6 "WATERLINE_ - - - - - - - - - - - - I I \ f \ h '0'0 h I LET / _ 551- - - - CONN CT TO EXISTI G GAS r / / U I I I 1 j i OR = 850. 5 SERVICE COOR INATE E = 84 5 -- -- - _ _ -- - ) ITH VE TREN. / ✓ I N I ,' I 1 ° I , I V(NW = 8 8.45 0° IRE HY RANT-_ I X 1 a a h`' °. ASSEMBLY X P, C0 I { I �o. o X - - - - - - a��a / DESCRIPTION: ® DRAINAGE MANHOLE II9I INLET TELEPHONE SERVICE BUSH a DECIDUOUS TREE x FARM FIELD FENCE - FLOWLINE SANITARY SEWER -- elec -- UNDERGROUND ELECTRIC - -9a5 -- 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 5 I6 BENCHMARKS: U.S.G.S BM (HAM G -54) 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 T13M #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 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. 2 13 PROPOSED LEGEND: DESCRIPTION: PROPERTY BOUNDARY REVISION RECORD PROPOSED TELEPHONE SERVICE PROPOSED ELECTRIC SERVICE 0 _ PROPOSED GAS SERVICE PROPOSED SANITARY SEWER PROPOSED WATER LINE .�` o N C. /Y Q'p •' GISTER • G'Q ���� �- . ��Ci FQ °.• A i i 0 N = : PE10300058 = STATE OF c. H.J PROPOSED STORM SEWER ® PROPOSED � AX PROPOSED FIRE HYDRANT ASSEMBLY UTILITY NOTES PROPOSED WATER VALVE 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 5 I6 BENCHMARKS: U.S.G.S BM (HAM G -54) 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 T13M #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 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. 2 13 PROPOSED LEGEND: DESCRIPTION: 4 5 IL L/ r u u M V Q L a = a V C T� i •u C � a 3 20 0 10 20 PROPERTY BOUNDARY REVISION RECORD PROPOSED TELEPHONE SERVICE PROPOSED ELECTRIC SERVICE 0 _ PROPOSED GAS SERVICE PROPOSED SANITARY SEWER PROPOSED WATER LINE .�` o N C. /Y Q'p •' GISTER • G'Q ���� �- . ��Ci FQ °.• A i i 0 N = : PE10300058 = STATE OF c. H.J PROPOSED STORM SEWER ® PROPOSED STORM SEWER INLET AX PROPOSED FIRE HYDRANT ASSEMBLY WV N PROPOSED WATER VALVE 4 5 IL L/ r u u M V Q L a = a V C T� i •u C � a 3 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) REVISION RECORD 0 O Wiz 0 _ O O .�` o N C. /Y Q'p •' GISTER • G'Q ���� �- . ��Ci FQ °.• A i i 0 N = : PE10300058 = STATE OF c. H.J DATE: 3118 2005 z DWN BY: JRD CHKD. BY: ACH J SCALE: 1 "=201 � Q DATE: 03/18/05 Q u Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX- 244 -1969 PROJECT NUMBER 05 -110 DESIGN PHASE CONSTRUCTION PLAN NUMBER C5.0 SHEET OF Z Z Wiz 0 _ W z J J W � Q W LL V; PROJECT NUMBER 05 -110 DESIGN PHASE CONSTRUCTION PLAN NUMBER C5.0 SHEET OF