The URL can be used to link to this page

Home My WebLink AboutHSM 004 - Plot Plan"BASE HOUS� STANDARD �EATURES" MQDEL: TURIN "SELECTED FEATURES" 9' FULL BASEMENT - ONE WINDOW WE�.L, 2 CAR COURTYARD 5'X7' DECK BRICK WRAP ELEV �C�1 - RIGHT HAND SLJNROOM 12'X15' CONCRETE PATIO (3} 4'X4' WINDOW WELLS Note: Contractor should verify sump pit lacation with Field Manager. ,++�Mx� u r�i��i ��, � � � �i ;�Q �1�.. ... , O� ,�i : �`� • F,�'�ST�R' A .� • CrJ ;'� � =��% : ~ i�0. M � �� STA7E OF : . . . � •'. �'. �NDI AaP'' � �: .,�qNo�s� ��,�o��,. ,��i+r� H �� "' Conc Flatwork Sq. Ft = t1,292 Public Walk Sq Ft = t334 Sod Sq Yds = t19fi Seeding Sq ft = t5,685 "(Drive, Apron, 3' Walk, Patio, Stoops) (PORCH lVOT INCLUDED) Flood Hazard Note: Lot Number 4 lies within that Special Flood Hazard Zone "X" per the scaled location on the Flood Insurance Rate Maps for Hamiltqn County, Indiana (Community Pa�al #'[8057CO2Q8G, dated Navember �s, 2a�4�. � rr� aRi.i� ��ac�c�c� aor��G� �C��dGo � " = �OO � N ote: Minimum Front Yard - 15' Minimu� Side Yard - 0' Minimurr� Between Bidgs - 6' Aggregate Miniurr� - 10' Minimum Rear Yard - 20' 7CX.X = Proposed Grade = Drainage Flow = Overflow Route 1n1�t�[�-� 1.0' 7.4' Ei.� ��1 � O) -- � � �� iD � � C"J �� r � 4� J � 3D.4 T5� O.&U.�� 1 � I 1' SAN S= RPC� L� R �T PGE w t�6 �G gG�� - 5p R _ — fl � 2 �� CUR �� S� A4R�� ;a 0 J W—W A8a � v' g VJ ALK ,r • Wn� coHc oRivE �'v 15 d.&�.�� 0' �� g S �-�� 'v' } v � . Twa caR o 32,0'— GAR N m (uN�xcy Y � � � �-- � � �� a POR ,-°�' ' ��L.Sff � �'3 N 4 M � z.5o � � � � � M TURIN � � �F SLlMP � PIT rn Sl1N � �ROOM pAT10 � �.�..� 2 ..9' NOte: Manholes must rernain accessible and at grade at all times. Note: 6 .4 srr� gH � co sso TC=843.04 �"::-,��." ��—� --. = — — �-- ��: x ... � .. '�" 45�� E�� STM SEWER 44.8 � The lowest elevatian to ha�e gra�ity sanitary sewer ser�ice must be more than one (1) #oot abo�e the lowest top of casting elevation of either the first upstream or downstream r'nanhole on the main line sewer to which the connection is mada. Note: Co�ttractor should verify site specific information depicted hereon with the approved construction plans for this de�elopm�nt in regards to sidewalk and handicap ramp placement, widths, and construction. Contractor should �erify site specific information in regards ta erosion control placement and materials. Alsa, Cantractor should reference Architectural plans for foundation orientation and dimensions. The contractar/owner should verify existing conditians �riqr to construc#ion. Any varying field conditior�s or any discrepancy with the information contained hereon should be immediately reported to COO�R Consulting & Land Services, Corp.; failure to do so would result in khe contractorlawners assumption of liability. a COMM� &� � A„C„ Note: 7his dacument has been prepared for the benefit of the parties indicated hereon, for the express use of obtaining a residential building permit. This dacument has been prepared and based upon the construction documents, record drawings, and additional information prepared for this de�elopment by others. This dacument is not based upon a field survey and Coor Cansulking does not warrant the accuracy or campleteness of this infarmation. N ote: Unless otherwise stated herean, no information pertaining to but not limited to, fluctuating water tables ele�ations, soil types, and conditions within the building areas af this development ha�e been pra�ided andlor referenced on said documenis. With the exca�ation ofi the pr�posed structure foundations, certain care and observations should be made in regard to such conditions as soil types and fluctuating water tables. D�ring the exca�ation process shouid any unsuitable soils or ground water be witnessed, the builder shall be immediately notified for further examination and consultation, At the builders discretion, additional construction techniques r�ay be necessary to alle�iate future problems. �o��a0��g � 0��] �c��a�� C� O I� �J O C� � � d O � 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 DATE: 08/19/20 JOB #2017-055.004 REVISIONS:2 HSM #13 5AN MN TC=847.29 LOT # 4 ±9, 037 S F PAD 8482 PER PLAN MFFE $4$.6 PER PLAN MFPG 848.1 PER PLAN N Gar. FFE = 848,9 1 st Flr FFE = 850.7 TOW = 849.7 Bsmt FFE = 840.9 Dri�e Slope =±2.5% HSiUI #12 5AN MH TC=847.64 HYd SCl(l� C� HERITAGE AT SPRINGMILL SECTION 2 P.C. 5, SLIDE 728 INSTR. #2017047160 LOT # 4 423 HERITAGE TERRACE LANE CARMEL, IN 46Q32 PLOT PLAN Prepared For: �Pulte Pulte Homes of Indiana