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HomeMy WebLinkAbout1299.98 Site Plan �� 'I'HLr' 3020 North Post Road Enginearing �7nA3enapolla, Indiene Survey[ng SCHNEIDER '�8228-0088 GIS � LIS 317-896'-8282 Geolo � � C 0 R P 0 RATI 0 N 377-895-2803 FAX gY NOTE: NOTE: THIS� DRAWING IS� BASF.� ON CONSiRUCT10N PLANS OR RECORD THE-.BASEMENT ELEYAlION �EptC1ED HF.RaN HAS-9EEN OEIFRMINED DRAWINGS AND IS NOT"BASED UPON':A FIEC� $URVEY. j}1E� 'AND BASE� UPJN TME PAD GRA�ES AIJO OF CONTIX1qS TAKEN SCHNEIDER CORP. DOES NOT WARRANT THE;ACCURACY OR �� TME CONS1RUCilIX1 pLANS COR iHE SUBDINSION. UNLESS : SUFFICIENCY OF THIS INFORMATION. TNE�� CONiRACTOR SHOULD STA7ED'�ND,MfORMAl10N ABWi FWCNA➢NG WAlER TABLES, SOIL � COND1710NS OF SOIL TYPES�Ni1ryIN iHE BWLDINO AREA HAD BEF7J VERIFY EXIS7ING CONDI110NS PRIOR TO ANY CONSTRUCTION. ANY PRONOED OF S7A7EA qy SA10 PLANS. IT IS RECOYMENDED 7HAT �ISCREPANCY FOUND UPON THIS DRAWING SHOULD BE REPORTED BASENENT FlNISHED ROOR ELEWTi0N5 BE AT LEAST (1J F00T TO 7HE SCHN�DER CORP. IMMEDIA7ELY; FAILURE� TO DO �����TME N��POOL ELEVATON OF ANY AOJpNINC BOUIES OF 5o NALL RESULT IN THE CONTRAbTORS ASSUMPTIDN OF LIABILITY, ou N6 TiE D(CAVA71qN PROCES$, qN�C 0 NDWATEREIS IF NITNESSED. 1HE,SCHNdOER WRP, giOULD BE N011FlE� NOTE: �MEDIATELY.� 1HE BASEIAENT ELEVATON SH�UID BE Ru5E0 2' ABDVE.7ME GROUNOWATER LEVEL AND AD�RIONAI CONSTRUCTiDN IN THE RESIDENTIAL DISTRICTS LIMIIING TECHNIQU6 SHOULD BE INCORPOftA�ED TO ALLEVIATE FUTURE HEIGHT TO TWENTY-FI4E (25) FEET, A PR��NS. DWELLING MAY BE INCREASED IN HEIGHT Z TO THIRTY-FIVE (35) FEET PROVIDED � THE SIDE AND REAR YARDS ARE o INCREASED AN ADDITIONAL FOOT FOR 4� � S op � :� S�.oPE O EACM FOOT SUCH STRCICTURE EXCEEDS TWENTY-FIVE (25) FEET IN HEIGH7. 'TVPicn� swn�E secnoN O PER CARMEL ZONING ORDINANCE 26:1.1: � PROPOSED GR:4DE �Q LOT # 15 �t APPROXI�AATE LOCATION ASSUMED NORTH � 7,076 SF CONFIRM BEFORE SCALE 1' = 30' CONSTRUCTION 6" SAN. LAT, AND WA1ER SERYICE. LiNE, 6' 125.9 6' - - ------- - -------- -----------�----------- �0.g�. 2 �- '_- . 55.0 �_---_— ��' DU k ,E �� �' --'---���_ SSD�-% � x ---T-__`� ' x� APP,RO%. AREA' BUILDING PA� �. ' —_-r��� � . ... , � DEIX I . ...—50:0�- (v ��� se.ar N es�„iii���'''FFF o � r � 749.9I . PUNP .I a��� r. zu' I PNOPOQD I 758.J I fR4-h M57� �5.0� ,d- HE5 FFE ' � 75B.8 • 10'R a-- � $. . ,.� . � � �� 34.2�. 20.3' S8.4 „ +? � � I �- — � _1 � 40' a� _— 1-- --- 44.0�� ND1E '� G1ECX VALVE 41.0� NAY 8E NEIOED * ON SNt LAtERAL SAN SEWFR , � 30' DU & SE TC =757.71 G � � TC -756.38 PFR SAN SEWER PER SAN SEWER RECORD- DRAWING 11��Jg . 4' A� DRIVE RECORD DRAWINC 57.5 �'RON - _` -- ROLL CURB � — ELEV.�756.4� PER PLAN 'BURKWOOD D'RIVE �~` WA7ER IJNE�`I SO� �R�/W i -r —� � _l�- v v —.� � �`. -•__ PREPARED FOR: REX WEIPER NorE: cnRACE F.F.E. is PLOT PLAN LOT # � 'rJ PROPOSED TO 8E 2.s' ABOVE SYCAMORE FARM CURB INCET PER PLAN. SECTION 1 INSTR. # 9609639017 JOB # 98-3825-14 P. C. # 1 SLIDE # 715 10/21 /98 ,1SP 11455 BURKWOOD DRIVE � _ . , , �„ �