|
� ' LEGEND REVISIONS
<br /> VIS L VA IONS
<br /> A�BUILT ELEVATIONS O 0t43[�13MNK
<br /> DENOTES SANITARY MANHOLE REvtS DPERC� YCOh1AtENTS
<br /> U9-i2-t lANK
<br /> ASBUILT GARAGE FLOOR ELEVATION = 1005.6+0.33=1Q05.9(NOT POURED) REVISEDFAR
<br /> ASBUILT TOP OF FOUNDATION ELEVATION=1006.4 30 15 0 15 30 60 � DENOTES ITYDRANT r ,,Nu .; A,-_�,�
<br /> ASBUILT BASEMENT FLOOR ELEVATION =997.4+0.33=997.7(NOT POURED) "�„�„"""K
<br /> ASBUILT LOOKOUT OPENING ELEVATION = 1000.9 � DENOTES CATCH BASIN
<br /> SCNLE IN FEET
<br /> / �/ ' G L E � DAL E \ � DENOTES STORM MANHOLE
<br /> ` / ` � DENOTES STORM APRON
<br /> CO E LN.
<br /> I p DENOTES SET IRON MONUMENT g
<br /> � U �
<br /> �� � DENOTES FOUND IRON MONUMENT NORTH Z v
<br /> ` � das9� ' x 000.0 DENOTES EXISTING ELEVATION �. ?
<br /> �oPoseB w�o ,o s R� 46 °�
<br /> ` 3f� 1007.�5 `O O� `SQ ,�yi'• \ \`1 (000.0) DENOTES PROPOSED ELEVATION = N
<br /> eF- �.0 �$ � ��• °o S2 '�0 �
<br /> _ ` � �J' '�s )6 , � \ �- DENOTES DIRECTION OF SURFACE DRAINAGE C� Q
<br /> � �� $ A� ��� \ ��� � DENOTES SANITARY SEWER SERVICE ELEVATION � �
<br /> \ 1� ,r\ a ' R. ,�p�,o� 05.0 1005.1 X A o a
<br /> ,����\ �d i J����Og��ss �gTMN�i�1�'� � TRAN DENOTES TRANSFORMER TB DENOTES TELEPHONE BOX � �
<br /> ( �1,, �
<br /> ` �jh�\ \' $'�'�'S �'�^�" \O� / � FO R�54 2755 -- �-- -�- DENOTES EXISTING CONTOUR QENOTES PROPOSED CONTOUR � o
<br /> I ` �S\ ��Op�sm � �/ `"`. 1Q05.6 � X OOO.O DENOTES ASBUILT FOUNDATION ELEVATION = m
<br /> \ 9g6 'D'D�\ � � �,. � �� o�! �/ p.�) '� \ ~ �
<br /> � � � � . , N 5 c,o ,� rvorEs: a �
<br /> \ � � ,� Y� * � � � 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. (n �
<br /> ,� �a ��f �� �� � 4•S o � /^' � THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND
<br /> I �` '� � s � 5Q o p�s N�'p,R,�.�? �`�,�?� _.,, i,,� � ,��3� � ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE �,�µ5 `h3,,.d
<br /> � l� .*J c, S �o � � �� �CP��, FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS � ---�, ,
<br /> � ; �o' � �� %�� C � �� fl �S�`2 - '�� �� C FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING y `` `
<br /> �'' \ � �o ^� '`, 2,1 �'q� s� qRg �?. 1005.13 �r♦
<br /> 9,c� �• � \ �S �0(j r !� C� � l�� K \ UTILITIES. � � W
<br /> ,�. �
<br /> °� � � � `f99�.���C AH�q� S�, ~ t�l 4� '� pa� �' 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE �L�°rr3�oEs��
<br /> � � �O,P�¢61 M �� ')987 8� � �?�S ry� � , !� ���f)A % \ POSITIVE DRAINAGE.
<br /> / � %Y,�� ,� � p �� �� ' �� 1� •„� /� � 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND
<br /> 99t 7 � 9�2 0�� � �'�9� ti .,,, o� 'T ` ,,���JiJ CAN BE USED AS BENCHMARKS.
<br /> �,.�- � . , r y�
<br /> O � G �.�. -t002- �r
<br /> Q , \ �j��� �'�f"� \.: � / � rn � 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES }-
<br /> Cj gg��,g-r�. � t `�� `'--� .�� �'''' o� � �..� � NQT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. W �/�
<br /> ` "� O� O� ''" f- � v/ �
<br /> � 991.3 992.3 ��ys� 9�, �`�J `/ � v� 00 �� � � � UJ z p
<br /> 991.9 99t��'� � � s � � ,�998 8 i 5.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. � = g N
<br /> '� .. _�
<br /> _ �' 1 .- m � W z
<br /> � g g�g \f 9g 8 ���,s J "- -` �� 6.)P R O P O S E D G R A D E S S H O W N A D J A C E N T T O B U I L D I N G F O U N D A T I O N (n � p Q � z
<br /> 99 i.2 � _,,.._,.
<br /> Z gg1,2 991� � \ � 87•0 998,� i �.- -� "� REFERS TO TOP OF BLACK DIRT. Z � o = � �
<br /> �� �g - - - _ . . __ � � W w o
<br /> 991.3 9 .0 996 � - - ` - --� 7.)BENCHMARK: � w Q Q ¢ p
<br /> 9 9 2.5 991�� 9 9 1.2 992•0 l ` �' � � MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIQEWALK IN Q Q W W Z �
<br /> 992� \ � 9 9 t 9 9 5•2 � S O U T H E A S T C O R N E R O F W I L L O W D R I V E. � (� a �" � LL
<br /> Z z � O
<br /> . ' � '� � 9 4.'�- �- ! - - ELEVATION=1012.81 (NAVD88) p � O N }
<br /> FD 1 SO110 N89�2� ��D��W � 6�2�J 993�7 � (� M v
<br /> 993.4 ��, FD RLS u. N
<br /> \� I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION W
<br /> �� OF A SURVEY OF THE BOUNDARIES OF: U
<br /> `
<br /> SETBACKS LOT 6,BLOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PLAT
<br /> MIN. FRONT YARD SETBACK=30� OFFSET IRONS HARDCOVER FLOOR AREA RATIO THEREOF,HENNEPIN CQUNTY,MINNESOTA
<br /> MIN.SIDE YARD SETBACK=10', 10' EI,EVATIONS ARE TO THE TOP OF PIP� LOT AREA= 17,374 S.F. LOWER LEVEL=1430 S.F. AND THE PROPOSED BUILDING TO BE CONSTRUCTED AND OTHER
<br /> MIN. REAR YARD SETBACK=30' GS n�_�003.5� OS u3=4�a zz HOUSE AREA=2,388 S.F. MAIN FLOOR=1441 S.F. IMPROVEMENTS AS PROVIDED TO ME THIS 16TH DAY OF AUGUST,2013. DRAW/CHECK
<br /> os xz= �oo��a os aa=Q9e.s� DRIVEWAY AREA=903 S.F, UPPER LEVEL=2062 S.F. MNK/DBP
<br /> DEVELOPMENT PLAN DATA - WO SIbEWALK AREA=88 S.F. GARAGE=947 S.F. DATE
<br /> GARAGE FLOOR EIEVATION =1005.5 gASEMENT STOOP AREA=222 S.F. TOTAL=5,880 S.F. 07-31-13
<br /> BASEMENT FLOOR ELEVATION =997.0
<br /> TOTAL PERIMETER AT OR � �� BOO N/ePAGE
<br /> PROPOSED ELEVATIONS UNDER 1002.1 FOOT CONTOUR=86.5 S.F TOTAL IMPERVIOUS AREA=3,601 S.F. TOTAL LOT AREA=17,374 S.F. ���
<br /> PROPOSED GARAGE FLOOR ELEVATION =1006.1 TOTAL PERIMETER =172 S.F. JOB NO.
<br /> PROPOSED TOP OF FOUNDATION ELEVATION=1006.4 COVERAGE= 20.7% F.A.R._.34 David B. Pemberton, L+censed Land Surveyor 31202-138
<br /> PROPOSED BASEMENT FLOOR ELEVATION =997.7 COVERAGE= 50.3% Minnesota License No. 40344 DWG. NAME
<br /> CER7 31202-138
<br />
|