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HomeMy WebLinkAbout12.97.ammendedprimaryplatTYPICAL SANITARY STRUCTURE NUI�ER T1rP1CJ1l STORY STRUCTl1RE t�IA�R soy 24 ��I�. sAlr — --- saw SANITARY MANI�OI.E SANITARY YAI�,E STORY �- -- — � STORY I�-- - - - --� 1N�T YAHHOEE �T 1MAAll~IOlE � GAS MATER ® WATER PIT • QJ POOR POLE � � �- STREET LIGHT F — — GUY MIRE LIGHT POLE ♦ TELEPII01� RISER `� F1000lIGHT � UTq.ITY RISER: EIEC. OR CTV © TRAFFIC SK�NAL O E.T. ELECTRIC TRANSf'ORMER � TRAFFIC SIGN E AERIAL ELECTRIC LINE 8 YAII BOX T — AERIAL TELEP�IONE LINE 0. DEED DIMENSION C1V AERIAL CABLE TELEVISION Y. MIEASUREO DIMENSION BTC BURIED TELE. CABLE P. PLAT DIMENSION BEC BURIED EIEC. CABLE x ��� SPOT ELEvAnON —P -�C -- PROPOSED BURIED ELEC. CABLE 23. +0 SPOT GRADE ELEVATION — lF- ---lE— i�ENCf llt� (FNC) 4• TOP Ci)R8 ELEVATION �•► FIRE HYDRANT x 4. GUTTER ELEVATION (GTR.) ►� YA1VE � �p0'�"' CONTOUR LINE G GAS LMIE TC TOP OF CASTING ELEV. w WATER LINE sE PIPE INVERT ELEVATION -- FIOw GENERAL LEGEND NO SCALE Amended P��ma��y Clams To r�n,�hlp Pla � �o� ,�S�'I1�L�' �Iamll�orl Courl�ey Cl�.��1� DATE: Ot -30 -1997 TIME: 09:15 FILE: 0: \ 1996\ 960324 \20000 \CAD \ENGR \012797PP \PRIMARY USER: HAGBRU NOTE: THE PRIMARY PLAT FOR THE AREA NORTH OF 1 41ST STREET (SECTIONS 5- 1 5 ON THIS PLAN) WAS APPROVED BY THE CARMEL PLAN COMMISSION AT A MEETING ON OCTOBER 15, 1996. f B* � ,� � GrA Cr ',rA �, '� i2, . ,,"' t-- ._.r'1...- CrA CrA � dr G�' ! � Pn CrI "� CrA /� r s mr I�IAiI�I S01L TYPE5 8i?pOKSTON do CROS��t�1zlrwrt�r�� , CERTIFIED BY: ����CL- �i-.�� .!" ' J fT � •' 15TH ' •�j ��`' ((��"'�•.� ♦ � � ��^ � • LJ r. g i�G. � = .�t �On`�`��j �' �'t'T'.. -�C7T' a .;- �, �. '•+' lilJltii111t�•ti1U 3 � i 9'� DATE SOILS MAP SCALE: t' = 1/4 MILE .�• �. .� . crA � lV � er "'e? „�, • CrA N •' '� \� '` J �� 4 •�► ' ` CrA '� .�► � Crr ..� *•�f i . ,,, �,_ . , .. , � • OM � ., n �• �' l � �� I �-- '" , r ,o } t I � �� f ,!\ ,,, { � I 1 sr �4� r • • _ . _.f� � 1 . � ( o � I f f f �Y,, ., • o I 1- - - .I � � i I, � ,+ • � A9s _ I �'... 1 i � �, - I . "� I � � II r ' � l.-. � �, , , ! i �, � • 1 I . aV « �_ ,. • . '� - � {�'� tip f opla� Ri� � . f , ' , �` � � . 0 i . � � ) . '3= • � � � r ,. T R T i0S ... ... �.�� � ►, ► t? ; 2 • •. 3 �,,, �• � / //� t ./ / ` r � r , s � C 1 �,� I , � � tr � �� , � I , � o � � t � . � � iri ;,� ��� � b�+ r A � • III � �! �f��/ � • •• %��� ��+ s ) I f t i � J ! � � r�� w . , • � �� � � , AREA MAP SCALE: 1I' � 2000' IJe veloper Saddle Creek IJe �elopmeni Co. P O Box 16'05 Carmel, IN 4603 �317j 846 -5,233 LAND DESCRIPTION A parcel of lane Lying within the North Hvlf of Section 21, Township 18 North, Range 3 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Southeast corner of the Northeast Quarter of Section 21, Township i 8 North, Range 3 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana, said corner being the POINT OF BEGINNING; thence South 89 degrees 17 minutes 43 seconds West (basis of bearing is South 89 degrees 33 minutes 42 seconds West on the North line of said Northeast Quorter) a distance of 2690.64 feet on the South I�ne of said Northeast Quarter to the Southeast corner of the Northwest Quarter of saki Section 21; thence South 89 degrees 17 minutes 24 seconds West, 1344.70 feet on the South line of said Northwest Quarter to the Southwest corner of the East Hvlf of said Northwest Quarter; thence North 00 degrees 29 minutes 34 seconds West, 658.82 feet on the West line of the East Half of said Northwest Quorter to the Northwest corner of the South Half of the Southeast Quarter of said Northwest Quarter; thence North 89 degrees 15 minutes 29 seconds East, 1346.84 feet on the North line of the South Half of the Southeast Quarter of said Northwest Quarter to the Northeast corner of the South Hvlf of the Southeast Quarter of said Northwest Quarter, being on the West Line of said Northeast Quarter, thence North 00 degrees 18 minutes 25 seconds West, 1076.71 feet on the West line of said Northeast Quarter to a 5/8 inch diameter rebar at the intersection with an existing East —West fence line, said rebar being of the Southwest corner of the real estate described in Deed Book 170, page 293 In the Office of the Recorder of Nomilton County, Indionv; thence North 89 degrees 35 minutes 50 seconds East, 2261.15 feet on said fence line, being on the South line of the reol estate described In sold Deed Book 170, page 293 and the South Ilne of the real estate described In Deed Book 251, page 201 to a 5/8 Inch diameter rebar with cap marked Weihe Engr LS 0012" �at a corner of the reol estate described in said Deed Book 251, page 201, the following two (2) courses ore on the perimeter of the real estate described in said Deed Book 251, page 201; 1) thence South 00 degrees 18 minutes 23 seconds East, 799.70 feet to a 5/8 Inch diameter rebar with cap marked Weihe Engr LS 0012"; 2) thence North 89 degrees 49 minutes 54 seconds East, 434.46 feet to a PK nvil on the East line of said Northeast Quarter; thence South 00 degrees 00 minutes 10 seconds West, 920.35 feet on the East line of said Northeast Quarter to the POINT OF BEGINNING; Containing 119.32 acres of land, more or less. PAUL I. C R I P E� I N C•� LAND SURIVEYIN� G QUALITY CONTROL CHECK: REVISIONS EVISI N 7172 GRAHAM ROAD • ARCHITECTURE INDIANAPOLIS, INDIANA 46250 1317) 842 -6777 • LAND PLANNING DATE: STORM SEWER PRESENT ZONINGS 1 STREET LENGTH = 2.5 MILES TOTAL ACREAGE = 119.32 TOTAL LOT ACREAGE = 74.66 TOTAL COMMON AREA ACREAGE = 22.16 TOTAL R/W ACREAGE = 22.50 TOTAL LOTS = 259 LOTS ':�' 4' SIDEWALK (TYP.) �AN V1 199 6" PIPE UNDERDRAIN (SSD) DOCD CONTINUOUS UNDER CURB CURB INLETS 4' SIDEWALK (TYP.) <.aQ � RIP RAP DITCH GRAT� � � END SECTION INLET STORM MANHOLE R/W do PAVEMENT �� R/W Line R/W Line 50' R/W 10' FROM BACK OF CURB 30' FROM BACK TO BACK OF CUR 10' FROM BACK OF CURB _ 11' FOR CUL -DE -SACS 28' FOR CUL -DE -SACS 11' FOR CUL -DE -SACS �-" �, 4' 2, 61TUMINOUS SURFACE � 2� EXISTING GRADE CONC. CONC. ONC ONC AS SHOWN ON PLAN WALK CURE CURB � 1 /4' PER 1' 1�PER 1' — 1 4" PER 1' (Min.) o • �• �— O �0 O � � � �� S�• �- TYPICAL CUT AREA TYPICAL FILL AREA TYPICAL 2' -0" CONC. ROLL CURB do GUTTER UNDERDRAIN (TYP) 1` X11 HAC SURFACE COURSE (SEE DETAIL) 3` �9 NAC BINDER COURSE PREPARED SUBGRADE COMPACTED 9" X53 COMPACTED STONE EASE TO 93 %MODIFIED PROCTER TYPICAL STR T EE SECTION SR10 . NO SCALE DATE: DRAWING TITLE: 01 -31 -97 AMENDED PRIMARY SCALE: NOT TO SCALE P L A T SADDLE CREEK DWG. TYPE FILE NUMBER SHEET: JOB NUMBER 1 OF 3 960324 -20000