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HomeMy WebLinkAboutSURVEYS 8.5x14 I �I �' , PI�NEER . . ��,� � ; , `�,.��, eng�neertng � �� . � �, CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITE(.TS� � � 2422 Enletprise Ihive.Mertdota Heights.MN 5517A.Phore:(651)681 1914 Fax:(65I)681 9488-Piooareng.com Certificate of Survey for: STONE COTTAGE CONSTRUCTION, INC. ADDRESS: 19757 HAZEL NUT AVENUE, LAKEVILLE, MN. LOT AREA =11,262 SF HOUSE AREA =2,215 SF DRIVEWAY AREA =959 SF �� � �� �� i� i i a �ll 89°58'14"E 85.O�t�•�? � �$°�' (�oo�.sj�`�"�'� - - - (ioo3.s poo4.a) (iooao) �ooe.$) - 10°s'° o ortNN�ce uro unun �0 10°�•° •- EP�MENT PER PLAT � � __+_- r------- � � 5I i � �5 ��i I n � O I � I �ms.a L� �,mws � � '7� N io�aa x i N �.. � � � I �� � i � � �: � � (1�9.5) � t I 50+me+ Qs (1015. mes 72.I 0 t��.e (1020.8) ,ms.� �- 12.00 � 38.00 0 ---i-� o ^ � PROPOSED � � I v o FIOU5E� � �.y� � 3 � M�s'a` F.a.w.o. z. o �,.,� ^ 3 � � � / _� / .00 _ ��� � I 27.50 GARAGE � ,r.. � � ^ ima.4 por� oa�.a /N I� � 6� � (1017.5) p � '�16.si _ 1023.1 �.2��n 11.00 ��J� o O � Z :w� �.50 � - -X-iozi. (1023.1)' e 12.� � �ozs.�Z (1028.8) � ' � � ' t � ;'o , c,o22.s � os�� � a, 7 � � I IVEWAY I � �♦ � 0 5 ,.�� 5 � �� BENCH MARK: BENCH MARK: �' M L_ ___ -- -J �` , 70P OF SPIKE � TOP OF SPIKE' 10Z1'° ELEV.=1016.54(1015.8) � 101.' � �mo.i � (1021.5) ` ELEV.=1023.13 -A - - s:e . y s ,s•- -. - �mae +me.o ��+.+ iozo.� O 1p1b.1 1010.7 f0Y1.1 p "' 9�8'14"E 85.00 "' � - -� � � � BENCH MARK: I���`���HAZEL NUT AVENUE TOP NUT HYDRANT LOTS 18-19 BLK 7 ELEV.6 1017.90 2015 Deck S�eeifications 2Ui5 Deck S�ecificatiuns (Cuntinuedl ;w�.s useo . Led er connected to house with sta ered '/2" a screws bolts • Footings must be a minimum 12"diameter and 42'belo�t Fl�T�• g g$ 1 g / grade with cardboard tubes.(R403.1)Diamond piers appro�-ed ro � 12"o.c. for joist span 14'or less and double lag screws/bolts • Post/fooring eonneerion shall be a foundarion anchor or an � 12"o.c. for joist spans greater than 14'with proper metal G LOT flashing. Other connectors allowed per manufacturer. approved post holder bracket.(R407.3) : • Post/beam conneetion shall be an approved post/beam • Fasteners (screws&nails)must be corrosion resistant. Only -R joist hanger nails may be used in joist hangers with all holes connector or solid wood bearing at beam-ends. No Strapping. filled. (Roofing nails are prohibited) •Wood shall be cedar,redwood,black locust,black walnut,or . Speeial design is req'd for decks attached to house cantilever. preservative tzeated wood.(R317) •Guardtails minimum 36"above the fuushed deck boards for 'N, iNe. ' • Future Poreh-posts must be at outer portion of deck rims, decks more than 30"above grade. Open guardrails and stair l�eam cantilevers are not permitted and larger footings required. railings shall have intermediate rails spaced so that a 4" sphere ARMS • Lateral loads of decks shall be restrained by attaching bottom cannot pass through.(R312) Do not noteh 4"x 4"posts. of deck joists to top plate of basement wall at 4locarions. • Floor joist&Stair stringers spaced at 24"o.c.require min. 2" NCROACF • Stair Stringet shall be attached to the deck rim with approved OBER. 2l alvanized stra in or han ers. wood decking. Floor joists/stringers spaced at 16'o.c. may use W� � PP g g 5/4"wood decking. (5/4"decking may Ue installed diagonall� • Landings:min 36"length and width. across 16"o.c.joists) Composite decking shall be installed per • E-Iandrail 34" 38"above nosing. 1 '/4"to 2 5/8"cross secrion& manufacturer's specificarions. � continuous. Stairs w/4 or more risers require handrail. • Beams/girders shall not bear on ledger but on sill ar top plate • Stainvay:min. 36"width;l0"min tread,7'/a"max rise with of wall.Beam snlices shall t�nlv t�ccnr nver renter nf nnsts_ rnax 3/R"variatinn�('-R"min hPa�lrnnm_ PI�-;NEER� 'neerinh� S� �''�`'� � � CNII.ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHI1'ECfS 2422 FiKeiprix Drive,Mendota Heights.MN SS 120.Phone:(651)681 t914 Fax:(65l)681 9488-Pioneereng.cam Certificate of Survey for: STON STRUCTION, INC. .� 1�QQRESS: 67�57.FH1�� - VENUE LAKEVILLE, MN. jL,���iCa�`<1N�4_ ' .. , � _ LOT AREA =11�262 SF FV;�#��' ,�--�����-��/�:,,F ,, HOUSE AREA =2,215 SF DRIVEWAY AREA =959 SF �� � �� �n I L � � ill 89°58'14"E 85.00 (�oo�.$) - - - (1003.9 (1004.3) (1008.0) 1(1008.5) _ � iow.e p EASFIIEN PER PLAT� �-�-� �oo�.e � �� r----------a---� ��S 5 I i I 5 , O��J� �i � I //�//'� � I a�u/���t � tO1S.0 /01�.6 Lf� �f01{.0 , � ti -1 tV " i N �•• •� M I � i � M � � c,ok4.,> , � .- � � (1009.5) � 1a 50 ima> >��,y (1014.6) mae 12. 0 •�� (1020.8) �mn� i- 12.00 o i� 38.00 /o --�-� o f' �"��Q` ri� %' �n � �- si�.t�3i'�P! � g: ! PROPOSED %� ,�� � I/ ',,��;'tD�T��13�ISTA�-FC 3 � o /FiWSE / j 2.0 vn.s� C K,`.,�-,�r t��'c�AVI�'fln�`� e � M 8'4' F,B.W.O. oz��I j ^ 3 ` � I �' _'- 00 � � - "7Ii���-<.- � , �/ � o � - r: � .- � I 27.50� /�GARAG�o��� t.rj '�p��G: �ilz�'(�• � � � � ios�.o ; ao ' �1019.� t0.17 � - I� N�JI I fV � � (1017.5) p �� '�1°'6 i --7023.1 �.21.50-���_� �orJ� o ��a�O � Z ` �.50 � -X-,az,. �(1021.6) ° 12.�0 Z (1028.8) 3 ��i� � I ��UZ2.B� � PROPOSED � �M p\�\ � � DRIVEWAY ! � � � BENCH MARK: ,�� � 5 L_____ M_�.9A ,_,�5 a �`.\ BENCH MARK: TOP OF SPIKE' � °��•° �, TOP OF SPIKE ELEV.=1016.54(1015.6) � 7D17.z � �ma� � _ (1021.5) ELEV.=1023.13 -� - - s:e ..ti ,j. z�a' . wue �0�9.o roa.� V t°2o'� o iwas �me.� tozt.t p "' N8 58�14"E 85.00 " � - --4 i i i � aENCH Mo,R�c: HAZEL NUT AVENUE TOP NUT HYDRANT LOTS 18-19 BLK 7 ELEV.= 1017.90 +�/Vo 5��� ��"� ��E""�"'r� NOIE: ADD FWNDATION LEDGE AS REWIRED �.�,���,q�� v� �a tJLrL�" O/� s�a��►- r Sa� LOWEST ALLOWABLE FLOOR ELEVATION :1015.1 NOTE: GRADING PLAN 8V JqiN OLIVER k ASSOC.LAST DAiED 10/11/D6 WAS USED TO DETERMINE n�e PROPosED E�vnnoNs sHovm oN n+is cEnnflc�h. HOUSE ELEVATIONS :(PROPOSEp)/ASBUILT NOTE: PROPOSED BUILDMG qMENSIONS SHOWN ARE FOR HORIZONTAL . 1O1S.� � LOCA710N OF S7RUCTURES ON THE LOT ONLY. CpNTACT BUH.DER PMOR TO LOWEST FLOOR ELEVA710N .� ) CONS7RUC710N FOR APPROVID CONS7RUCl10N PLANS TOP OF FOUNDATION ELEV. : (1023.1) � NOIE: NO SPEqFIC SdLS INVESIICAl70N HAS BEEN PERFORMED ON h115 LOT ��2�.g• �f0 �ft BY hIE SURVEYOR 7HE SUITABIt1TY OF SqLS TO SUPPORT iHE SPEdFlC GARAGE SLAB ELEV. O DOOR : � ) P HWSE PROPOSED IS NOT 7HE RESPONSIBILITY OF 7HE SURVEYOR. NOTE: h11S f�R71FlCAlE OOES NOT PIHiPORT TO SHOW EASENENTS OTHER THAN IHOSE SHOWN ON 1HE RECORDW PLAT. X 000.00 OENOlES EXISTING 0.EVA710N NOlE: CON7RACTq2 MUST VERIfY DRIVEWAY DESIGN. ��-QO) DENOlES PROPOSED ELEVA710N � DENOlES DRAINAGE FLOW DIRECiION NOlE: BEARINCS SHOWN ARE BASED ON AN ASSUMED OANM --�- DENOlES SPIKE WE HEREBY CERTIFY TO STONE COTTAGE CONSTRUCTION, INC. THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF SURVEY OF THE BOUNDARIES OF: LOT 22, BLOCK 6, DONNELLY FARM ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 1ST DAY OF OCTOBER 2017. � ` ' SIGNED��I(((���...�JJ E R ENGINEERING, P.A. 17 STAKE H � SCALE : 1 INCH = 30 FEET � ,°��' `i"�°°h� d. . 8Y: 934 111236000 NJK TH '� ` ' ' . 'P�ter`-J.'klawkinson License No. 42299