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HomeMy WebLinkAbout06010009.5X 57EN CAE x o 994 O X x o° p° o• p' , g� � IuX U lx 1 9 c / 6 eo / \ ' x CM 0 a 9gti try x - — - DECK SCREENED PORCH Ir ' 2- STORY, WOOD FRAME I, &STONE WTH PART. BASEMENT I BE 2288 = ; BASKETBALL GOAL- 936 C � 1 905 / X 5'WOODEN FENCE —�X BEEHIVE INLET TC= 901.88' ----\ to IE E(15'RCP)= 897.25' IE W(15'RCP)= 897.38' a I y° q� / Doti. Ems" INN T � / / ELECTRCAL ELECTRICAL. CONTROL / BOX SWTTCH BOX TO HEAT (/ 903 WATER SPIGOT -. X CASE / X X X _ X X X X ARE ENL`E— X XX r X X 5'WIRE 1 FFNCE GA•, E u' / 903 s r h J .c� 903 x y� g c� X I u i x 0 x 1 t° X 15'RCP ORIGIN UNKNOWN o 3_ , 3� ��IfAC�y 57PDLT,'C FARM Ft lt,F 0 m IW OA e 9D4 W 8p `00 i t °2 9, 19 0 N N 0 25 50 100 12.5 37.5 75 SCALE: 1"=50' O^' a x 5'Nni2E f'cPtCE. MATCHLINE SHEET C101 - -� 5 ",V!RE FEN r„ E- 0 901 902 901 ;a 0i1P q0� BrEHWE INLET TC= 901.59' BEEHIVE INLET BEEHIVE INLET IE E(15'RCP)= 896.96' BEEHIVE INLET TC= 899.88' TC= 899.47' !E W(15'RCP)= 897.04' TC= 900.75' IE SE(21'R:P)= 895.88' �_ TBM #A -300 (IE E(15'RCP)= 896.45' IE W(12'RCP)= 895.94' IE NW(12'PVC) - 898.39' / IE W(15'RCP) =895.98' IE N (10'PVC) =895.97' += ORIGIN UNKNOWN / IE W(15'RCP)= 896.55' ORIGIN 2 15' DR:i`uyE ;AS_VEN PFR IE E 'EXISTING 895.98' UNKNOWN �1FPR IMA,TE LOCATION 0 EXISTING ASIR. NO. 2003- C2c_4° APPROXIMATE LOCATION OF �XISTING - WATER MAIN (SIZE UNKNOWN) x UNKNOWN WATER MAIN (SIZE UNKNOWN) �I ,1 - -- ., - _5WIRE L_,,. - V X y, _x_ V`; —_WX- 'vX-- _'- ::_- X -�-r'_ ' --X - 12'CMP 16.5'-APEW RIGHT OF WAY �p _ _ O �O _ 60 901 — O O _ o qpp qp0 % -02 9.02— j�o °o o c T3Tr- r- Tai r �1 -- ;� — �I BT�' - BTC T — — =EpP °— –�T — —8,�T x BIB e�_ 1 - —�= _= - - -tY. I - - - - %; 0..__I I LID OVER F AST;C FARM FE' NCE�/ UD OVER UD OVER `4'P,..,-TiC FAR);, FENCE) DRAINAGE DRAINAGE DRAINAGE 10'PVC ORIGIN II STORM MANHOLE 7,'., OUTFALL PIPE PIPE PIPE IJNKNOWN UNKNOWN TC= 901.34' IE S(21'RCP)= 895.64' IE NW(21'RCP)= 895.74' APPROXIMATE LOCATION OF EXISTING SANITARY SEWER MANHOLE EXISTING FEATURES LEGEND - - - RIGHT OF WAY °cV o� POWER POLE Ogti E- - -- GUY WIRE PROPERTY LINE !�, TELEPHONE RISER ---- - -- --- LS; ---- SANITARY SEWER & MANHOLE ® A UTILITY RISER; ELEC. & CTV STORM SEWER; END SECTION, INLET & M.H. E.T [] ELECTRIC TRANSFORMER 0 -G - -G — GAS LINE STREET LIGHT — -W - -W - -W — WATER LINE 0 m - -E - -E - -E - ELECTRIC LINE (AERIAL) © 0 901 902 901 ;a 0i1P q0� BrEHWE INLET TC= 901.59' BEEHIVE INLET BEEHIVE INLET IE E(15'RCP)= 896.96' BEEHIVE INLET TC= 899.88' TC= 899.47' !E W(15'RCP)= 897.04' TC= 900.75' IE SE(21'R:P)= 895.88' �_ TBM #A -300 (IE E(15'RCP)= 896.45' IE W(12'RCP)= 895.94' IE NW(12'PVC) - 898.39' / IE W(15'RCP) =895.98' IE N (10'PVC) =895.97' += ORIGIN UNKNOWN / IE W(15'RCP)= 896.55' ORIGIN 2 15' DR:i`uyE ;AS_VEN PFR IE E 'EXISTING 895.98' UNKNOWN �1FPR IMA,TE LOCATION 0 EXISTING ASIR. NO. 2003- C2c_4° APPROXIMATE LOCATION OF �XISTING - WATER MAIN (SIZE UNKNOWN) x UNKNOWN WATER MAIN (SIZE UNKNOWN) �I ,1 - -- ., - _5WIRE L_,,. - V X y, _x_ V`; —_WX- 'vX-- _'- ::_- X -�-r'_ ' --X - 12'CMP 16.5'-APEW RIGHT OF WAY �p _ _ O �O _ 60 901 — O O _ o qpp qp0 % -02 9.02— j�o °o o c T3Tr- r- Tai r �1 -- ;� — �I BT�' - BTC T — — =EpP °— –�T — —8,�T x BIB e�_ 1 - —�= _= - - -tY. I - - - - %; 0..__I I LID OVER F AST;C FARM FE' NCE�/ UD OVER UD OVER `4'P,..,-TiC FAR);, FENCE) DRAINAGE DRAINAGE DRAINAGE 10'PVC ORIGIN II STORM MANHOLE 7,'., OUTFALL PIPE PIPE PIPE IJNKNOWN UNKNOWN TC= 901.34' IE S(21'RCP)= 895.64' IE NW(21'RCP)= 895.74' APPROXIMATE LOCATION OF EXISTING SANITARY SEWER MANHOLE EXISTING FEATURES LEGEND EXCEPT AS EXPLICITLY SHOWN, DETAILED, LISTED, OR DISCUSSED ON THE FACE OF THIS DOCUMENT, NEITHER THE UNDERSIGNED NOR PAUL I. CRIPE, INC., HAS INVESTIGATED THIS SITE FOR FLOOD PLAINS, WETLANDS, ZONING, ENVIRONMENTAL CONTAMINATION, OR ANY OTHER ISSUES NOT SPECIFICALLY SET FORTH HEREIN. ANY ADDITIONAL ISSUES NOT EXPLICITLY DESCRIBED IN TEH CONTRACTED SCOPE OF SERVICES FOR THE PREPARATION OF THE CURRENT VERSION OF THIS DOCUMENT WERE NOT INVESTIGATED. NOTES: 1) THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS), AS WELL AS INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, THE SURVEYOR DOES NOT WARRANT THE UNDERGROUND UTILITIES SHOWN ARE OF THE SIZE, CAPACITY, OR IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION PROVIDED. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE EXACT LOCATION, SIZES, AND CAPACITIES OF EXISTING UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITIES. 2) HOLEY MOLEY WAS CONTACTED TO LOCATE THE UTILITIES WITHIN THE RIGHT OF WAY OF 136TH STREET. THE REFERENCE NUMBER WAS ;050 712 1272 DATED FOR JULY 15, 2005. 3) THE BOUNDARY INFORMATION IS BASED UPON LIMITED AVAILABLE INFORMATION AT THE TIME OF THIS SURVEY THE LAND TITLE SURVEY HAS NOT BEEN COMPLETED. 4) NO PORTION OF THE REAL ESTATE INCLUDED IN THIS SURVEY LIES IN A FLOOD PLAIN AS SCALED FROM THE FLOOD INSURANCE RATE MAPS (FIRM) FOR CITY OF CARMEL, COMMUNITY PANEL NO. 180081 0205 F, WITH EFFECTIVE DATE OF FEBRUARY 19, 2003. BENCHMARK& REFERENCE: DEPARTMENT OF NATURAL RESOURCES (DNR) STANDARD DISK (STAMPED 'LEE 2 AZ') SET IN CONCRETE LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SHELBORNE ROAD AND 131ST STREET, 26.1 FEET EAST OF THE CENTERLINE OF SHELBORNE ROAD AND 20.3 FEET SOUTH OF THE CENTERLINE OF 131ST STREET. (NGVD 1988 DATUM) ELEV.: 917.52 TIE BENCHMARK (TBM) #359: 8 INCH SMALL HINGE NAIL SET IN THE SOUTH SIDE OF POWER POLE # 838 - 623806, LOCATED 17 +/- FEET TO THE WEST OF THE CENTERLINE OF TOWNE ROAD, AND NEAR THE NORTHEAST CORNER OF THE PROPERTY. 200 FEET+ /- TO THE NORTH NORTHWEST OF TBM #357. (FROM PIC JOB NO. 050362- 20000). ELEV.: 906.61 TEMPORARY BENCHMARK (TBM) #A -300: WAS A CUT CROS SET ON THE NORTH - NORTHWEST CAP BOLT ON THE FIRE HYDRANT LOCATED 9101 FEET EAST OF THE CENTERLINE OF TOWNE ROAD AND 25' NORTH OF THE CENTERLINE OF 136TH STREET. ELEV.: 903.02 11 - - - RIGHT OF WAY 0 POWER POLE EDGE OF PAVEMENT E- - -- GUY WIRE PROPERTY LINE !�, TELEPHONE RISER ---- - -- --- LS; ---- SANITARY SEWER & MANHOLE ® A UTILITY RISER; ELEC. & CTV STORM SEWER; END SECTION, INLET & M.H. E.T [] ELECTRIC TRANSFORMER — -G - -G - -G — GAS LINE STREET LIGHT — -W - -W - -W — WATER LINE LIGHT POLE - -E - -E - -E - ELECTRIC LINE (AERIAL) © TRAFFIC SIGNAL — -T - -T - -T — TELEPHONE LINE (AERIAL) 4a FIRE HYDRANT - - CTV- - CTV- - CTV- CABLE TELEVISION (AERIAL) Dk VALVE; GAS & WATER BTC EITC BURIED TELE. CABLE -`- STREET SIGN BEC BEC BURIED ELEC. CABLE ® ELECTRIC MANHOLE - -- - - - - FENCE LINE (FNC) ( TELEPHONE MANHOLE BCTV BCTV BURIED CABLE TV Q SEWER CLEANOUT I I I GUARDRAIL I `r_i IRRIGATION CONTROL BOX 10 WATER METER yf w D. DEED DIMENSION Q '0 GAS METER 2�4 M. MEASURED DIMENSION r� EMO ELECTRIC METER P. PLAT DIMENSION 0 MAILBOX 0 0 R. RADIUS � ® SPRINKLER HEAD c� L. ARC LENGTH 0 Fj FOUND o�`o O q °� FND. x0 SPOT GRADE O DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. TC TOP OF CASTING ELEVATION CAP STAMPED "P.I. CRIPE, INC." UNLESS OTHERWISE NOTED. IE INVERT ELEVATION EXCEPT AS EXPLICITLY SHOWN, DETAILED, LISTED, OR DISCUSSED ON THE FACE OF THIS DOCUMENT, NEITHER THE UNDERSIGNED NOR PAUL I. CRIPE, INC., HAS INVESTIGATED THIS SITE FOR FLOOD PLAINS, WETLANDS, ZONING, ENVIRONMENTAL CONTAMINATION, OR ANY OTHER ISSUES NOT SPECIFICALLY SET FORTH HEREIN. ANY ADDITIONAL ISSUES NOT EXPLICITLY DESCRIBED IN TEH CONTRACTED SCOPE OF SERVICES FOR THE PREPARATION OF THE CURRENT VERSION OF THIS DOCUMENT WERE NOT INVESTIGATED. NOTES: 1) THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS), AS WELL AS INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, THE SURVEYOR DOES NOT WARRANT THE UNDERGROUND UTILITIES SHOWN ARE OF THE SIZE, CAPACITY, OR IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION PROVIDED. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE EXACT LOCATION, SIZES, AND CAPACITIES OF EXISTING UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITIES. 2) HOLEY MOLEY WAS CONTACTED TO LOCATE THE UTILITIES WITHIN THE RIGHT OF WAY OF 136TH STREET. THE REFERENCE NUMBER WAS ;050 712 1272 DATED FOR JULY 15, 2005. 3) THE BOUNDARY INFORMATION IS BASED UPON LIMITED AVAILABLE INFORMATION AT THE TIME OF THIS SURVEY THE LAND TITLE SURVEY HAS NOT BEEN COMPLETED. 4) NO PORTION OF THE REAL ESTATE INCLUDED IN THIS SURVEY LIES IN A FLOOD PLAIN AS SCALED FROM THE FLOOD INSURANCE RATE MAPS (FIRM) FOR CITY OF CARMEL, COMMUNITY PANEL NO. 180081 0205 F, WITH EFFECTIVE DATE OF FEBRUARY 19, 2003. BENCHMARK& REFERENCE: DEPARTMENT OF NATURAL RESOURCES (DNR) STANDARD DISK (STAMPED 'LEE 2 AZ') SET IN CONCRETE LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SHELBORNE ROAD AND 131ST STREET, 26.1 FEET EAST OF THE CENTERLINE OF SHELBORNE ROAD AND 20.3 FEET SOUTH OF THE CENTERLINE OF 131ST STREET. (NGVD 1988 DATUM) ELEV.: 917.52 TIE BENCHMARK (TBM) #359: 8 INCH SMALL HINGE NAIL SET IN THE SOUTH SIDE OF POWER POLE # 838 - 623806, LOCATED 17 +/- FEET TO THE WEST OF THE CENTERLINE OF TOWNE ROAD, AND NEAR THE NORTHEAST CORNER OF THE PROPERTY. 200 FEET+ /- TO THE NORTH NORTHWEST OF TBM #357. (FROM PIC JOB NO. 050362- 20000). ELEV.: 906.61 TEMPORARY BENCHMARK (TBM) #A -300: WAS A CUT CROS SET ON THE NORTH - NORTHWEST CAP BOLT ON THE FIRE HYDRANT LOCATED 9101 FEET EAST OF THE CENTERLINE OF TOWNE ROAD AND 25' NORTH OF THE CENTERLINE OF 136TH STREET. ELEV.: 903.02 11 0 LI w w LLJ z _z U U FW— W _ �z 0 o W Q Z oW Q F= ? W Z > F- U O J Q O �wul cn� = J M in 0 Z U— z z z Q Of Q U J _1 J F- (� 00 rn r 0-t LC) I L Co N Q OQI� � Q i � � U = Z Q Q Q W '� O — (y CL O Q ZQ � W 0 00 Z !47; yf w Q 2�4 r� cV l� 0 0 W � � Q c� 0 Y 0 Fj O q °� 0 W U 00 N ERTIFIED RY: a : PE 100001.3 STATE OF ���ii can •'••..... X, Drawn By: BRIAN STANOCH, EI Checked By: CHRIS WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' Sheet C102 Date 02-08-06 Project Number 050373 -20000