|
_ _ __
<br /> ___ ___...__ _._--.._ __ __. _ _ _______---___. _
<br /> _ _ _. �� �,,�
<br /> --- - �_ __s�/V� __ _
<br /> LEGEND REVISIONS
<br /> ' REYISEO ELEVATIONS
<br /> OG}0.13MNK
<br /> � DENOTES SANITARY MANHOLE � DENOTES WETLAND BUFFER �� E PeaarYco k
<br /> 9.
<br /> REViSED P A R
<br /> 30 15 0 15 30 60 � DENOTES ITYDRANT '
<br /> AOOEO BUFFER P057
<br /> 1-
<br /> Q DENOTES CATCH BASIN � "e'"la �i`
<br /> SC,�LE IN FEET
<br /> 'M ` V LE � QALE � � DENOTES STORM MANHOLE
<br /> � / � � DENOTES STORM APRON
<br /> CC� E L�1.
<br /> , _� � -
<br /> p DENOTES SET IRON MONUMENT g
<br /> U
<br /> � � � DENOTES FOUND IRON MON�JMENT Z �
<br /> ` ' � t�sg BENGNAlARKA � x 000 0 DENOTES EXISTING ELEVATION �'
<br /> • TNNELEV.=f00.9.Q5 I"' �'
<br /> ` ��� w ` j� S�SQ� I4 a �� �°`� (000.0� DENOTES PROPOSED ELEVATION ? �
<br /> � T �• �A ,��' �p ? � Z
<br /> �� �. ��� J6 , ` � -.— DENOTES DIRECTION OF SURFACE DRAINAGE NORTH � �
<br /> dT` ~
<br /> I ` ;��.� 1�• Y� � � O ��� ��y,� /� �` � DENOTES SANITARY SEWER SERVICE ELEVATION � ^y�
<br /> -,� 3
<br /> a
<br /> � r�'1�' `n,��ti` ,� ��'� Q� � � TRAN DENOTES TRANSFORMER TB DENOTES TELEPHONE BOX m a
<br /> � �
<br /> � h b�` ``� ��tf�"� �^�� � �� ��7 0 �� ----- DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR � o
<br /> �
<br /> I � t q, •�" "'s �`� 1006.8 = m
<br /> \ � � 7r\ � ��,�/�(�'5:��� ,,a J� ,f � NOTES: �.' o
<br /> � �0 �� !f�` 7 0 'M� � 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q �n
<br /> � p � ti � /� 3 S � �a � ��� " THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND (n �
<br /> � „�, �� \ �7'� � IOOQ.�t �„� � �v ALL EXIST4NG UTILITfES BEFORE COMFJIENCING WORK. HE AGREES TO BE
<br /> � �` �4.� � \ �� v 1p�'a�,�`? � �?� � ,.._ �pps,� �� � FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS �{o� S��y
<br /> � � 1�,�? S � • . �� � FAILURE TO EXACTLY LOCATE AND PR.ESERVE ANY AND ALL EXISTING �p ti6
<br /> 'g'�, �� � ,�`o' � �?,�?�yq�� �/.,_, �e`�► �� .p !�� �
<br /> UTILITIES. %
<br /> � � � `S �(/j � -� 0 1001„� Z � a 3 "
<br /> � � � ��F� -..� � � ` 2.)MUST MAINTAIN A MINIMiJM 2%SLOPE GRADIENT TO ACCOMMODATE ��'�+,y� ��;``�
<br /> �\ ?�`� ,� ��t�yF f o � ° p 1 POSITIVE DRAINAGE. �Na oEy
<br /> a, ��r �9�4 �p�' � �> ��S ry �l � j� s'"� 3.)ALL OFFSET IRONS ARE MEASUREU TO HUNDREDTHS OF A FOOT AND �`
<br /> � � � CAN BE USED AS BENCHMARKS.
<br /> v�2., �y'QA ` �r\ ��1i � 1 �cQ' Jp�'� ,,�"
<br /> � "• 9a, ` 1� �• 002t �`, �' •r.�� 4. THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES
<br /> p �" GJ}�� � �Qf"�� � � J,�� =� ; NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUlLT. }
<br /> � �.. W
<br /> � �`� `��� �� � � ��� CD f � � � 5.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. � w w o
<br /> � � ��j, �'�/ � J 6.)PROPOSED GRADES SHOWN ADJACENT TO BUILDING FOUNDATION � � � � Z
<br /> � \ '� _� „ �— — REFERS TO TOP OF BLACK DIRT. � p O p �
<br /> Q `� ��.'-h-8�7.-JO 4�.7 Q�lp7.2 � `I ►9�'7,2 -" _ U
<br /> 7
<br /> Z * \ '` � ` — -�_ __ __io_ _ i � 7.)BENCHMARK: � w = w p
<br /> 1 ; c�r " "-� MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN W ¢ Q Q O
<br /> � '� ..� � ,pps„p`�� � SOUTHEAST CORNER OF WILLOW DRIVE. Q W W Z �
<br /> w �
<br /> � _ �0 *�0 C..) � � �
<br /> \ ` ,�,� �„� ��,,, ,�� � ELEVATION=1012.81 (NAVD88) � a Z N p
<br /> N89'21 '00"W 167�25 � � � N �
<br /> �,� 1 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 lRONS HARDCOVER FLOOR AREA RATIO THEREOF,HENNEPIN COUNTY,MINNESOTA
<br /> MIN.SIDE YARD SETBACK=10',10' ELEVATIONS ARE TO THE TOP OF PIPE 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' HOUSE AREA=2,388 S.F. MAIN FIOOR=1441 S.F. IMPROVEMENTS AS PROVIDED TO ME THIS 16TH DAY OF AUGUST,2013. DRAW/CHECK
<br /> os ai =�oo3.si os as=ssa 22 MNK/DBP
<br /> DEVELOPMENT PLAN DATA— WO OS#2=1005 13 os�a=ega s i DRIVEWAY AREA=903 S.F. UPPER LEVEL=2062 S.F.
<br /> GARAGE FLOOR ELEVATION =1005.5 SIDEWALK AREA=88 S.F. GARAGE=947 S.F. DATE
<br /> BASEMENT FLOOR ELEVATION =997.0
<br /> BASEMENT STOOP AREA=222 S.F. TOTAL=5,880 S.F. 07-33-13
<br /> TOTAL PERIMETER AT OR BOOK/PAGE
<br /> PROPOSED ELEVATIONS UNDER 1002.1 FOOT CONTOUR=86.5 S.F. TOTAL IMPERVIOUS AREA=3,601 S.F. TOTAL LOY AREA=17,374 S.F. �, RECEI�/�D NA
<br /> PROPOSED GARAGE FLOOR ELEVATION =1006.1 TOTAL PERIMETER =172 S.F. JOB N0.
<br /> PROPOSED TOP OF FOUNDATION ELEVATION=1006.4 COVERAGE= 20.7% F.A.R.=.34 David B. Pemberton, Licensed Land Surveyor AUG 19 2014 31202-138
<br /> PROPOSED BASEMENT FLOOR ELEVATION =997.7 COVERAGE= 50.3% Minnesota License No. 40344 DWG. NAME
<br /> (;�����RON� CERT 31202-138
<br /> 9��, (���o�nrin(a ('n►nn I t��n� / 7n) � —�1(�SC�il�
<br />
|