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HomeMy WebLinkAbout04030155 Building Plansr i i SCALE 1 " = 60' 0' 60' 120' LEGAL DESCRIPTION Part of the Southwest Quarter of Section 29, Township 18 North, Range 3 East, Hamilton County, Indiana, and being more particularly described as follows: Commencing at a point on the North line of said Quarter Section being North 89 degrees 35 minutes 45 seconds East 440.00 feet from the Northwest corner thereof; thence South 00 degrees 00 minutes 00 seconds parallel with the West line of said Quarter Section, 918.00 feet to the point of beginning; thence North 89 degrees 35 minutes 45 seconds East, parallel with said North line, 85.35 feet; thence 00 degrees 10 minutes 28 seconds West 517.99 feet; thence North 89 degrees 35 minutes 45 seconds East, parallel with the said North line 216.23 feet; thence South 00 degrees 00 minutes 00 seconds parallel with said West line 889.64 feet; thence South 89 degrees 47 minutes 20 seconds West, parallel with the South line of the North Half of the South Half of said Quarter Section, 740.00 feet to a point on the West line of said Southwest Quarter, said point being South 00 degrees 00 minutes 00 seconds 1287.15 feet from the Northwest corner of said Southwest Quarter; thence North 00 degrees 00 minutes 00 seconds 50.00 feet on and along the North line of said Southwest Quarter; thence North 89 degrees 47 minutes 20 seconds East 440,00 feet; thence North 00 degrees 00 minutes 00 seconds 320.63 feet to the point of beginning, containing 5.623 acres, more or less. X X 98.8 X x X x X 917X3 � X X 917.1 X X X X X X918.9 X X X X X X X X X X a X x X X914.0 N89035'45"E X X 216.23' X X z O 0 0 N QOX X 6.3 X Q0 X N89°35'45" 85.35' X X 919.5 X X X X 915.6 X X 916.1 X X X X U) 0 0 XX X 0 914.6 0 0 X X RIDING x x ARENA X916.1 BARN X X ---El- ------El- "Li rz� X X 915.6 X � 916.6 X X X X X X X GRAVEL DRIVE sTX .91563 DT IX TAW ••916.]2 � 7 PPV DIS (F, n R�'C X X 9 8 I x x Xo X Y `n I 137 4' h' 916. C N X X V 1 I (1 X 12�� � CMP W ND SECTIONS I TWO HOUSE V/ BASEMENT ro C TO BE INSTA LED x /` TVD STORX fit SPTI FF=920.00 35,93' FEL ^z ) i 917.1 I C E DET LP 10 <0 X X N 9047 20 E X ®. X x 40.5' (D 0o X X X / _ X X X 11 ^ O X _ - � _ vrv.�l.JI „� I POOL pr x. location ' . e rain X X x L _ _ O X V -V -V v -V -V -V -V -V -V -V -V -V -V -V - "-v -v I o I 17.7 xil z x S89°47'20�'W 537.00' X X h_t 0 213.00' X II X X 914.1 111 D X X X Ily N C A II 0 X X m IZ 00 X Z /X X X n 1 ry X X X 4' PERIMETER R FOUNDATION DRAINS �X Irrv.mam \ X x - s - J C PREPARED FOR: Mike Hartrnan W a ■a 1 970 Logan Street, Suite 202 04 Noblesville, IN 46060 (317) 776-8665 Phone EM (317) 776-8666 Fax „918.9 X REVISIONS AND DATES DESIGNED BY: E MPLOT 8•`� F� •°° , No�- 1*( 9300348 °* 1 STATE OF �. . 4, cTLK - 1 Z .4DIA"t:.-��;�� PLAN 12881 Shelbourne Road Pt. S. W. 1�4, Sec.29, Twp. 18 N., RE., 2nd P.M., ay Twp., Hamilton County, Indiana DRAW BY: JMs CHECKED BY: APPROVED BY: MLD DATE: ARCH 18, 2)J4 SCALE: 1"-60' JOB No.: 122-0116 SHEET No.: 1 of 1 0116-2d.dgn X X X 9 99 N89035 BARN X X rD 8 5. 3 59 (_o X 915.6 X X X X X SCALE 1 " = 30' 1, 1 0' 30' 60' 919.5 .8 X X X X X X X F X I X x GRAVEL DRIVE X DO ING SEPTIC ,=915,63 T NK TANK I V.=916.12 37 LF 4' PVC @ 1,33% S DISBOI2 UTION� <" OX sr. 9 U .O� Q �I X X �ij� CLEANOUT X I V =17 9,0 COVERED 919.0 PORCH 919.0 9 6 • 10.00 17.00 - T// 67 cn ro 2.00 X.. O • I 15.33 6D A a j I TWO STORY N 919.5 X FRAME HOUSE 16.67 m 919.5 967 W/ BASEMENT 6.3 A FF=920,00 0 35,93' 3 SEPTIC' I I 16.00 33 25.00 F E L D m COVERED 918 o PATIO D (SEE DET L) ee91 X X Z 4O� 5' v a IID N ',DLJ 0 X I CO oozl X D 8 Gl (I o� 1i �! 83.00' 2 "1 24.00 918.2 X INV.=914.7O�I I POOL X X X w Ul W W W W W W WU� W W x213.00' 537. 00 a CD X �I X CD X z d D z X o m C 3 m d o rD o 2 d I � I z I X D z X X — X X X L4" PERIMETER & FOUNDATION DRAINS — — — — — INV.=914.00 9 / V • PREPARED FOR: Mike Hartrrlan Udm§2[r-�jj 970 Logan Street, Suite 202 Noblesville, IN 46060 (317) 776-8665 Phone (317) 776-8666 Fax REVISIONS AND DATES DESIGNED BY: \��```��( E. M ��, '''%,, \` No. _ = 9300348 =-0 STATE OF c,�� � �; . � '%�'` °' �NDIANP,o.�0��`` ��' /////''�Oj�?�•. ••��`��\\\,` Fs , PLOT P A N 12891 Shelbourne Road Pt. S.W. 1 4, Sec. 29, Twp. 18 N.Rg. 3 E., 2nd P.M., lay Twp., Hamilton County, Indiana DRAWN BY: JMS CHECKED BY: TLK APPROVED BY: MLD DATE: 6VARCH 18, 20 SCALE: 1"=30' JOB No.: 122-0116 SHEET No.: 1 of 1 0116-2d.dgn • z DISTRIBUTION BOX Izo. oo' 0.00- 1 -7.00'- j DOSING TAN K u SEPTIC FIELD (PLAN VI EW) ORIGINAL ^r,� BARRIER 2" DIAM LATERAL 1 36" I TRENCH DETAJL 4" EARTH FILL 1 0"GRAVEL USE OF FACILITY: SINGLE FAMILY DWELLING (4 BEDROOMS) DISPOSAL TYPE: ABSORPTION FIELD MINIMUM SQ. FT.: 2,000 TRENCH DEPTH: 10-15 MIN/MAX INCHES SEPTIC TANK VOLUME: 1,250 GAL. DOSE TANK VOLUME: 1,000 GAL. SOIL LOADING RATE: 0.30 DAILY LOAD: 150 GPD/BEDROOM * 4 = 600 GPD TRENCH AREA REQUIRED : 600 GPD/0.30 GPD/ FT2 = 2, 000 FT2 TRENCH WIDTH : 3 FT LINEAL FEET OF TRENCH REQUIRED: 2,000 FT2/3 FT = 666.67 FT ASSUME 7 LATERALS © 96 FT EACH, 7 FOOT SPACING RELATIVE POSITIONING W/ MIN 2.5' OF HEAD LATERAL #1 0.0' 2.5' LATERAL #2 0.2' 2.7' LATERAL #3 0.4' 2.9' LATERAL #4 0.6' 3.1' LATERAL #5 0.8' 3.3' LATERAL #6 1.0' 3.5' LATERAL #7 1.2' 3.7' USING 1/" DIAM. HOLES LATERAL #1 1.17 GPM/HOLE LATERAL #2 1.21 GPM/HOLE LATERAL #3 1.25 GPM/HOLE LATERAL #4 1.30 GPM/HOLE LATERAL #5 1.34 GPM/HOLE LATERAL #6 1.38 GPM/HOLE LATERAL #7 1.42 GPM/HOLE DESIGN LATERAL ##1 W/ HOLE SPACING AT 4.0 FEET LATERAL #1 96/4 - 19 HOLES x 1.17 = 22.23 GPM FT LATERAL LATERAL #2 22.23/1.21 = APPROX. 18 HOLES x 1.21 = 21.78 GPM LATERAL #3 22.23/1.25 = APPROX. 18 HOLES x 1.25 = 22.50 GPM LATERAL #4 22.23/1.30 = APPROX. 17 HOLES x 1.30 = 23.40 GPM LATERAL #5 22.23/1.34 = APPROX. 17 HOLES x 1.34 = 22.78 GPM LATERAL #6 22.23/1.38 = APPROX. 16 HOLES x 1.38 = 22.08 GPM LATERAL #7 22.23/1.42 = APPROX. 16 HOLES x 1.42 = 22.72 GPM HOLE SPACING: LATERAL #1 96.0 FEET/19 HOLES = 4.00 FT LATERAL #2 96.0 FEET/18 HOLES = 5.33 FT LATERAL #3 96.0 FEET/18 HOLES = 5.33 FT LATERAL #4 96.0 FEET/17 HOLES = 5.65 FT LATERAL #5 96.0 FEET/17 HOLES = 5.65 FT LATERAL #6 96.0 FEET/16 HOLES = 6.00 FT LATERAL #7 96.0 FEET/16 HOLES = 6.00 FT ■': ��d■ 970 Logan Street, Suite 202 Noblesville, IN 46060 (317) 776_8 665 Phone 0111MOnO (317) 776-8666 Fax REVISIONS AND DATES DESIGNED BY: �� . E M N O. 8300348 STATE OF , DRAWN BY: GEM CHECKED BY: GEM APPROVED BY: GEM DATE ARCH 18, 4 SEPTIC DETAILS 12881 Shelbourne Road Pt. S.W. 1/4, Sec. 29, Twp. 18 N., Rg. 3 E., 2nd P.M., Clay Twp., Hamilton County, Indiana SCALE: NA JOB No.: 122-0116 SHEET No.: 1 of 1 0116-2d.dgn 3/4" 1j. 11 1/4" 11/6" xll 1/4" FIN, I" --\ (5) 2x12 51tK5 � - ';fAIl? Or-fAll _ - OKI 3/4" u_ II 1/4" 1 1/6" xll 1/4" FIN, IW —\ -'All _ - I P P VAS T / __---2 x 8 WIM a 16" OZ. 2 x 4 KIGKI;R a 48" O,C, 1/ 2" "ft R-0,45 VAPOR PAW 8-0,85 PAff WL, R-tli 1/ 2" R -W ff," NG R -4b HOO WIW R-0,85 I" AR TACT R-Im 4" VM \0W R-0,8 fOfAt. R-AB9 5HNCU5 A5 PW5MC, 30# mf 7/ 16" MmNG I x b a flu W. —� / __---2 x 8 WIM a 16" OZ. 2 x 4 KIGKI;R a 48" O,C, >- wo zQON=3 OZi ��0 zo 5/ 8" HAWI-50Fftf SAff lNSIL, tZ-�8 V) ZCjZO= W/ WNf5 XXXYUy 0 t- LJ °'�xma ?i U 22XL 0 Fn W�O�O W -�O�OF-V)= aw�LL. X �i F- 81 rRo fcfION 2 x d a4. 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