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HomeMy WebLinkAbout05070026 Site and Utility Plan Rcv. 8/11/2005 DOCSLAND DESCRIPTION At part of the Northwest Quarter of the Southwest Quarter of Section 25, Township 18 North, Range 3 East, located in Hamilton County, Indiana, described follows: Begin at a point 345.78 feet south of the northeast corner of the West Half of the Southwest Quarter of Section 25, Township 18 North, Range 3 East, run thence South on and along the east line of said West Half 135.0 feet to a point, thence West parallel with the north line of said West Half, 275.0 feet to an iron stake, thence North parallel with the east line of said West Half, 135.0 to an iron stake, thence East parallel with the north line of said West Half, 275.0 feet to the place of beginning, containing 0.85 acres, more or less. Also: Beginning 480.78 feet south of the northeast corner of the West Half of the Southwest Quarter of Section 25, Township 18 North, Range 3 East, and on the east line thereof- thence South on and along aforesaid east line 19.17 feet measured (20 feet deed); thence West 375 feet to a point 499.78 feet measured (500.78 feet deed) South of the north line of said Half Quarter Section; thence North parallel with the east line of said Half Quarter Section 154 feet measured (155 feet deet); thence East parallel with the north line of said Half Quarter Section 100 feet; thence South parallel with the east line of said Half Quarter Section 135 feet; thence East and parallel with the north line of said Half Quarter Section 275 feet to the place of beginning, containing 0.47 acres, more or less. Also: Beginning 220.78 feet South of the northeast corner of the West Half of the Southwest Quarter of Section 25, Township and Range aforesaid, and on the east line thereof; thence South on and along aforesaid east line 125 feet; thence West parallel with the north line of said Half Quarter Section 375 feet; thence North parallel with the east line of said Half Quarter Section 125 feet; thence East parallel with the north line of said Half Quarter Section 375 feet to the place of beginning. Subject to the right -of -way of Guilford Avenue. Subject to a Drainage Easement, Instrument Number 89 -17967 Subject to all legal easements, rights -of -way, restrictions, and covenants. DEVELOPMENT SUMMARY TOTAL SITE AREA = +/- 2.15 ACRES TOTAL DISTURBED AREA = +/- 2.15 ACRES CURRENT ZONING = OM /OLD MERIDIAN DISTRICT (MF) PROPOSED BUILDINGS: NORTH SETBACK = 5' (SIDE) SOUTH SETBACK = 5' (SIDE) EAST SETBACK = 5' (FRONT) WEST SETBACK= 10' (REAR) PARKING: EACH UNIT WILL HAVE A 2 CAR GARAGE = 74 PARKING SPACES. QW � Z oa HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. UTILITY INSTALLATION NOTE CONTRACTOR TO INSTALL ALL ON -SITE SANITARY SEWER, WATER MAIN & STORM SEWER IN ACCORDANCE WITH THE DEPARTMENT OF ENGINEERING BEDDING, HAUNCHING, INITIAL AND FINAL BACKFILL SPECIFICATIONS AND MUST CONFORM TO THE MINIMUM COVER REQUIREMENTS. SANITARY SEWER INSTALLATION NOTE PAVEMENT SHALL BE SAWCUT TO A CLEAN EDGE AT THE LIMITS OF THE REQUIRED REMOVAL. RESTORATION SHALL CONFORM TO ENGINEERING DEPARTMENT STREET PATCH DETAIL. LEGEN D B , rn B W EXISTING WATER LINE W PROPOSED WATER LINE PROPOSED SANITARY SEWER & MANHOLE EXISTING STORM SEWER & INLET FIR PROPOSED STORM SEWER & INLET EXISTING GAS SERVICE G PROPOSED GAS SERVICE O PROPOSED ASPHALT PAVEMENT O •6„ STRAIGHT CURB Q 2' CHAIRBACK CURB & GUTTER CO. PROPOSED SANITARY LATERAL vE;o EXISTING OVERHEAD E PROPOSED ELECTRIC PROPOSED PAVEMENT IN RIGHT -OF -WAY r fVlmB2 ITE SOILS MAP SCALE 1 - 50 tEffl A�) t� E E o E E E E- E E o _ w- w w w w w 20' -" B 20' C o q m Ill Q G G --- • 6" FIRE G G B 6» FI SE VI o G ------ o G m SERVICE _ AC -A- BLDG. #4 , 0, B l� BLDG. #3 �'_ -' C.0 _ - - -- - - -- -- - - - - -- - - - - -- --- - - - - -- -- - - - - -- E E - - -- -- - - - - -- -- - - - -- . 24' 24' rn ASSUMED NORTH 22' TYR SCALE: 1 = 20 m O rn 20 0 20 .-- A 3 G - mC2 Pat I 102 logo ��cr�ra■ �Ii►� •r Bi r rn B � � _ rn 3 TC 44. INV. IN =836. INV. OUT =83 33 (N) -z' � n SIIV J, x x x 40' C 6- FIRE 1 , I SERVICE (C ♦' BLDG. #2 _ 43' 1 C. 0 5 B.S.L. X x x - �ru^ Q1Mti.c -- O Oy► �"- 4YfD - O�0- OVHD - OvHD- CNi-- OVHQ -- OVHt3 O VHD- OWD-- OVHD' - OVHD - OVN}- OVID— ! OVHD --- OND.- 0\440- - OYHD O\ND ffONTO-OA4D_ OWD,- OVHD - OWO - OWE) OVHD-ODD-OVHD_ � 11l1i . • ♦ r OH 0 D-- OVHD- --•- -- OVH 0 W z 0 J CD ow ..a M AW .• • �T o ,? • :r a' LU - w Z o • oa W LU Q O Ca v�Q�Q -. °z��Q . Z O ¢ o 0 LU � W O Q � LL 4 = 103 1 � O TC =8 J V BLDG. #A5 =' BLDG. #6 .70 INV. I = 6 835.2 (S) INV. 1 = 835.26 (W) 1 ________ 24' 0 24 .� E 6" FIRE �.. 6* FIRE SERVICE SERVICE 4 ` 14 0 20' A4. 20 • °° IP W• TYR W w w w AC w B �{{ i B B B E E E B E E E---E E E- I! � ~ O rn TC= 843.61 1 INV. OUT= .61 (E) B , ro 139' OF 811DR 35 PV 0.85 20' B . J 1 i V5 S'? y , 10 6' FIRE { 6 FIRE SERVICE ` SERVICE BLDG. #8 0• Id.o. 24' --- - - - - -- - - - -- --- 24 - - -- ----------------- -- - - - - -- -------- I BLDG. #7 0 b ' J L A I LM X x X X x x X x X X x X x X x X Y I I Pat I 102 logo ��cr�ra■ �Ii►� •r Bi r rn B � � _ rn 3 TC 44. INV. IN =836. INV. OUT =83 33 (N) -z' � n SIIV J, x x x 40' C 6- FIRE 1 , I SERVICE (C ♦' BLDG. #2 _ 43' 1 C. 0 5 B.S.L. X x x - �ru^ Q1Mti.c -- O Oy► �"- 4YfD - O�0- OVHD - OvHD- CNi-- OVHQ -- OVHt3 O VHD- OWD-- OVHD' - OVHD - OVN}- OVID— ! OVHD --- OND.- 0\440- - OYHD O\ND ffONTO-OA4D_ OWD,- OVHD - OWO - OWE) OVHD-ODD-OVHD_ � 11l1i . • ♦ r OH 0 D-- OVHD- --•- -- OVH 0 W z 0 J CD ow ..a M AW .• • �T W TERRACE CT. 0 0 0 ° ° SANITARY MANHOLE TC= 845.39 ° INV.N.= 834.17 IN V. S. = 834.05 IN V. E. (FM)= 835.05 5 STREET CUT I ALLATION A MARY SEWER EX1 o TC= 844.33 INV. IN= 833.59 (W) INV. IN= 833.49 (N) INV. OUT= 833.49 (S) 3 C 0 0 I� d 0 DRUIC HILL DR. 0 U 0 d 0 WET TAP TO BE PERFORMED BY CITY OF CARMEL WATER DEPARTMENT SANITARY MANHOLE TC= 841.34 IN V. N. = 832.28 INV.S.= 830.74 C� Q as Z J �1 Z O N 04 NU Z oW W O N vrn J W N � Z' Q >Qr' - .� o � a , < Es � Z� 0 o orW L co -z JM C: � Pq> o U Q (0 z z N Z N �- Z CO W © W z z W J U Z 06 g J H W H s 5 o �a W4 M CD `Wg/e V ° 9 N V5 6 a 9 z O cn c6 rL o ,? LU CIA w Z o oa W LU Q O Ca v�Q�Q W TERRACE CT. 0 0 0 ° ° SANITARY MANHOLE TC= 845.39 ° INV.N.= 834.17 IN V. S. = 834.05 IN V. E. (FM)= 835.05 5 STREET CUT I ALLATION A MARY SEWER EX1 o TC= 844.33 INV. IN= 833.59 (W) INV. IN= 833.49 (N) INV. OUT= 833.49 (S) 3 C 0 0 I� d 0 DRUIC HILL DR. 0 U 0 d 0 WET TAP TO BE PERFORMED BY CITY OF CARMEL WATER DEPARTMENT SANITARY MANHOLE TC= 841.34 IN V. N. = 832.28 INV.S.= 830.74 C� Q as Z J �1 Z O N 04 NU Z oW W O N vrn J W N � Z' Q >Qr' - .� o � a , < Es � Z� 0 o orW L co -z JM C: � Pq> o U Q (0 z z N Z N �- Z CO W © W z z W J U Z 06 g J H W H s 5 o �a W4 M CD `Wg/e V ° 9 N V5 6 a 9 z O cn c6 rL ``````� TWA • R No. PE19800489 STATE OF =OHD I ANt;•�' PONAL�i���`� BY: DATE: SHEET C1 1 1 JOB #: GRE.001 w Z o Q v�Q�Q °z��Q C) Z O ¢ o 0 LU � W O Q � LL w = � O J V ``````� TWA • R No. PE19800489 STATE OF =OHD I ANt;•�' PONAL�i���`� BY: DATE: SHEET C1 1 1 JOB #: GRE.001