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HomeMy WebLinkAbout06050211 As Built ~~ :hneider cbneider Corporation JUS Avenue ic Fort Harrison apolis, Indiana 46216-1037 Z6-7100 Z6-7200 FAX Englnearin& Surveying Land8cape Architecture GIS' US Geology Plot Plan Prepared For: Beozer Homes 11086-1099 Block "L" (26,215 SF) "lIoge of Westcloy m # 6001 , # 200500080672 SLIDE 790 ton County, Cloy Township 9, T18N, R03E lrth Street (liAR, R/W) I, IN 46032 red Dote: 04-28-06: By: MBK REVISION # 1 AOO GROUND COvtR CALCULA ~ONS OS-03-06 MBK REVISION # 2 CHANGE PRIVATE WALKS TO 3.S' ILO S.O' OS-10-06 MBK REVISION # 3 REVISED BUILDING DIMENSIONS PER PlANS 06-12-06 MBK REVISION # 4 REVISED BUILDING DIMENSIONS PER EMAIL 06-14-06 AMA REVISION # S REVISED BUILDING DIMENSIONS PER fAX 06-1 S-06 AMA unity Restrictions: 'ord = 5' Minimum on one side (ord = None lote = 20% of lot width at building line. 1= PUO D COVER CALCULATION: X 14 = 2,198 Sf : WALKS X 14 = 633 SF WALK = 2,596 SF 862 SY RaNT AND SIDES, NOT INCLUDING IND 3' FLOWER Bm.) Plot Pion Legend []Q[Q] Proposed Grades 000.0 E,isIing Grades __000.0- Contour Grode * Appro,. Lateral Location - . - Sanitary Sewer Lines -II' - Storm Sewer Lines - IJ - Water Service Lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Storm) . Beehive Inlet (Storm) l1li Curb Inlet (Storm) D End Section (Storm) .... fire Hydrant - """ - """ - Flow Line of swo!e Building Line (BL / BSL) - - - - - - - Easement Une anitory Sewer Costing Information ;n Manhole, TC= 908.62 eam Manhole, TC= 908.55 ord Drawing l::::.-.. _~__._. ~ __,__.____ ______ wing is based on construction pIons or record . and is not based upon a field survey. The r Corporation does not warrant the accuracy iency of this information. Contractors should isting conditions prior to any construction. repancy found on this drawing should be to The Schneider Corporation immediately; . do so results in the contractors assumption bility. :r Carmel zoning ordinance 26.1.1 : The ,I district limits height to twenty-five Ieet wever 0 dwelling may be increased in height -five Ieet (35') provided the side and rear , increased on additional one foot (1') for , foot (1') the structure e,ceeds the first ve feet (25') In height. ,., ~I cOPE ~ TYPICAL SWALE SECTION jer to ensure positive way from strocture{s). etor is to maintain a minimum , ten feet (10') between the wer ond water line laterals. HAZARD STATEMENT CERTIFICATION ,\\\1\\\\11111111111/1/1111. ~\, <:. L /1 VI^'?% ;\~ . 1JfJ, ~ ~ .......r...e:....' (0~~ ~......G\S ~i;....o/'A'% ...'<-~SON3003 0......(\ . STATE OF ..... ~ ". ,"<\. ~ ""':''''01 A"!>" O\~!!! t;; ............\'-"# 11. SUR~ '\""~ '/illf/IJIIIIIIII\\II\I\l1I ..l~ o ~ =Ji3,= o Assumed North o 10 20 30 ~ SCALE 1" = 30' zard Statement: The accuracy of any flood hazard data shown on this report is map scale uncertainty and to any other uncertainty in location or elevation on the d flood insurance rate map. ALL of the within described land DOES NOT lie within al flood hazard zone AE as said land plots by scale on flood insurance rate map 0205 F for the City of Carmel, Indiana dated February 19, 2003. CONGRESS STREET SO.o' R/W ::> 29.0' 908.26 10.S' B-B HANDle PER PlAN RAMP ~~ "'!UCI ~~j ~~g 43.00 <~~'" SO.O' ~ R/W .....w~~ ~gg)~ ~ g 60.5' TC-907.35 42.00' R/W DRA\\lNG >- '-'~~'" ~ 49.0' - - ~~~~ ~ B-B g -- 42.00' -- (,.)~~~ ~ -- ~d~ ~ g ~ -- 42.00' a <~~'" ;;! -- ~ '" ~ ;:;" ~~~~ ~ ~ -- IE - g 42.00' -- ~~~'" 0 ~w~~ ~ 10 50' Z'I"''' 9 ;:)e:~~ 42.00' 29.0' B-B >- <~~'" ~ ~w~" ~:!I!!~ ~ IE - g 42.00' SO.O' R/W '-'~~'" N "~~" ~ Z "''' ~ -0 ;:) ~~ g f- a W "'" 42.00' W ~ 0::: ~ f- I VJ ~ I -I'::r::-I~-- -- f- <TO 0::: 0 <~~~ ... 3: ~w~" ~ ::r:: ~gil!~ ~ VJ g <( 42.00' 50' >- ~~~'" ~ ~w~" ~ "':!I!!~ ~ -- IE - g 42.00' 60.5' -- >- R/W <~~'" ~ 49.0'__ "W~" ~ B-B !!3'1 ~ ~ IE - g -- 42.00' -- >- '-'~~'" ~ ~w~" ~ ~'Iil!~ ~ IE - g 4Zoo' ~ >- -- '-'~~'" ~ ~w~" ~ I "':! " ~ -- => I!!~ g IE - 42.00' -- 60.5' >- R/W <~~'" ~ 49.0'-- I-w~?i ~ B-B ~:t~~ g IE - R/W B-B I ~ l\ - 'I (908.14) A ;/ '" GRAFTON STREET _. - 46,00' S'WAlK 16.S' 90.0' 19.0' PER PlAN ROll CURB '" HANDICAP RAMP ::> ( 907.52) ~ I