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2013-00858 - new structure
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2325 Glendale Cove Lane - 34-118-23-33-0065
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2013-00858 - new structure
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Last modified
8/22/2023 4:56:59 PM
Creation date
7/26/2018 2:32:23 PM
Metadata
Fields
Template:
x Address Old
House Number
2325
Street Name
Glendale Cove
Street Type
Lane
Address
2325 Glendale Cove Lane
Document Type
Permits/Inspections
PIN
3411823330065
Supplemental fields
ProcessedPID
Updated
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REVISIONS <br /> LEGEND <br /> � O DENOTES SANITARY MANHOLE <br /> 30 15 0 15 30 60 � DENOTES HVDRANT <br /> � DENOTES CATCH BASIN <br /> SCALE M FEET <br /> / � � � � DENOTESSTORM MANHOLE <br /> / / � A Ov�' `��• \ Q DENOTES STORM APRON <br /> � V <br /> � I �N�� I O DENOTES IRON MONUMENT � g <br /> � 004.4 Z a <br /> x 000.0 DENOTES EXISTING ELEVATION NORTH <br /> �\ �' ` as9 4 I (000.0� DENOTES PROPOSED ELEVATION F- °i <br /> � \ S2 O��5(n 1004.`J�� 6006.4 f DENOTES DIRECTION OF SURFACE ORAINAGE � � <br /> �6 F�1�qO$4.8 � DENOTES SANITARY SEWER SERVICE ELEVATION v � <br /> _ _ \ �O���,`' � �NB � S <br /> � � Ep — 004 9 +++y..11ppp�000555,,, PI DENOTES PWE TREE ASH DENOTES ASH TREE <br /> � 0 5.0 �0 5�� \� w i <br /> ^ 1 ('tit,��M�l2h� \ `'` NB DENOTES CABLE N BOX TB DENOTES TELEPHONE BOX m <br /> � �� 5'�� s� � 1�f �wier��-ra�,x�;s � 3 <br /> � I C 1 / � '090 �-- --- w < <br /> \ rL^j` / 006.� �pp5,p � - DENOTES EXISTING CON70UR DENOTES PROPOSED CONTOUR � � <br /> � \ �� F RLS = i <br /> � I � �c�5� .l;' ��o . .q�oos.o � / NOTES: � o <br /> \ �� � '�� . ;� �' TB � 1.)EXISTING UTIIITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAV ONLY. Q,v� <br /> � �� �� 1�� �� 5 � THE CONTRACTOR SHALL�ETERMINE THE EXACT LOCATION OF ANV AND (n�o <br /> �3 0 o Tp�� O I I � � ALl EXISTING U7IUTIES BEFORE COMMENCING WORK. HE AGREES TO BE <br /> I . Z �Op ! �W / FULLV RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS µ <br /> \ `r/ �J 0„��?5 � ?'� N 1 ��Q A6 n � F AI LURE TO EXACTLV LOCATE AND PRESERVE ANY AND ALL EXISTING e <br /> � � ��POSED �2.0 �o �op �Gf�����/ UTILITIES. - <br /> IJ ro ?3pg�kO�T o ,I N �6` /� / � 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE ; <br /> / ��\ — ���f�CqNE<f ry � � o // /��/�� POSITIVE DRAINAGE. <br /> / ZD� ��,5,�,�� f �---� /� � 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND <br /> p�� �L \ �. \ CAN BE USED AS BENCHMARKS. <br /> �s. o N o4zriooz ' �iooaa� !/�,�,"",;a;�i <br /> o � \o � ti , J-f6o 9' �. ,y.. <br /> '�✓ 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLV AND DOES <br /> 0 -- ��9�0 DEC,{-� �-�� .� OD �/� y' NOT PURPORT TO SHOW EXACTLV HOW THE DRNEWAV SHALL BE BUILT. W <br /> � � — ��Rq�� � � ����g47_8 '� �I ————_�� 5.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. � w z O <br /> � W 4cF � . � _'�9978 ? m <br /> Q- 6.)PROPOSED GRADES SHOWN ADJACENT TO BUILDING FOUNDATION � � � w <br /> o °n<��y, �_ _ 9 -Zgg6 A REFERS TO TOP OF BLACK DIRT. � �O O � <br /> 6 F i�e�oo � <br /> O 4�f�yE.NT C / A � N——��\J��� 7.)BENCHMARK: � � = w O <br /> (� p � MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN F Q Q o p <br /> Z \_ '994�7 m o SOUTHEAST CORNER OF WILLOW DRNE Q w } W p <br /> U � <br /> 994.8 ELEVATION=1012.81 (NAVD88) LL a Z N O <br /> RL�1'753—.994.5 H � n � <br /> N89'21'00"W 167.25 <br /> •994.5 � � � U <br /> 1 HEREBV CERTIFV THAT THIS IS A TRUE AND CORRECT REPRESENTATION W <br /> OF A SURVEY OF THE BOUNDARIES OF: U <br /> I'f<<>I'(�S I 1� f-1.k:�V A I I O N S /���1 I.) LOT 6,BLOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PLAT <br /> C KAI�F� UFf'f-ND ON HLI.[� THEREOF,HENNEPINCOUNTY,MINNESOTA <br /> DEVELOPMENT PLAN DATA-WO INf Oh'Mf\11�>N AND MAY CIiAN<�E` ANDTHEPROPOSEDBUILDINGTOBECONSTRUCTEDANDOTHER <br /> IMPROVEMENTS AS PROVIDED TO ME THIS 29 DAV OF SEPTEMBER,2071. DRAW/CHECK <br /> GARAGE FLOOR ELEVATION = MNK/DBP <br /> BASEMENTFLOOR ELEVATION = DATE <br /> '"A" PLACE_MEN�T SKETCH ��Nl Y 07-31-13 <br /> FOR I3UILDE-RS REVIEW 08-01 - l "i eooNAnce <br /> JOB NO. <br /> PROPOSED ELEVATIONS SETBACKS David B.Pemberton,Licensed Land Surveyor 37202-138 <br /> PROPOSED GARAGE FLOOR ELEVATION = MIN.FRONT VARD SETBACK=30' <br /> PROPOSED TOP OF FOUNDATION ELEVATION= MIN.SIDE VAR�SETBACK=10',10' Mlflfl@Sofe LICBf1S0 NO.40344 DWG.NAME <br /> CERT 3'1202-138 <br /> PROPOSED PASEMENT FLOOR ELEVATION = MIN.REAR YARD SETBACK=30' <br />
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