HomeMy WebLinkAbout13780 APOLLO WAY Original Survey � . � �
9�Q x g4��X
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x 946 8 94��x947.2 x 3� 1 I C
946 9 x 946 9 � I v l � � �
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g4b 8 x � � 1 1 I � � � .�.
g4fi.7 X � VOCaflt ✓ 9a9�2 x � I J� I ' I � � Q vM�, �G
0 64, Benchmoark � � ��D I �� `% � C� .� �� o
x
� 1�5• \ ° -� � �r' � � � o � � �
946 4 X g46�x ga"1� g48.'/�gCJ�.�/ 25.85 ���-�_ _7�O�� I1 i � � � .� �
x !!Hold down grade to q49�X cr �, ba� �� �1 � � �+-' � a, �i
9as9 m a i n t a i n 4:1 s l o p e. � a°� 9 � W �
1�»� 948 5 g49�x 949 11 3Fj ! 11« � i � A X % Q J I 1 � („� � ,� vN-,
+ " � Benchmark 49 � �t o � �� � 6 �°` � � v I �-+ C� r� °�
v N,6a55 �94g.0) \•� 94��Xi_��-1 9 ,� ��� �� �, r �i-p �� � ,� � o
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Construction Notes: ,x ax , 049�x ' � � ��- � 1, g49� W I � 1 � �
�. �f1St4�� rock g455 X \ g4fi. 5 x g4B. � CP_� � 950.8 /� �i Cj 7G f � ` C \ � � r �
construction entrance. ' 9�6' T �' �. �/ '-o' N � --� h -P � O � `/
� 2 3 '�o�` J ✓ � a°� �
2. Install silt fence as x v �__-- � 949? � � ���$ � 2 \` _ 5.5 I p� 9pA' �' � \ V
needed for erosion �� \ g448 �_49�k- ,� S 162 - o, J � / �
control. � /� ___��-- e _` qa • / , x \ � Z 1
3. Sidewalks shali drain 456 x \ N _ ��Q�7 -� � � 9, ` 949 � �
away from hOUSe 4 9 \ tt' 9455 x q.46.>x-�- � i x g49/�2�9 Z O � g49 � /�N �� \ �l .� � � / �
fT11f11fT1UR1 Of �.��. � � _--- 464 X � � 949� / ' O'6 �/ // O L� �� �g �p,0 ',` 1
4. Contractor fl"lUSt g44g X gq4� � �� � / � � � g48.4 x �/ "T� N � � �! O i � \ � \ �'�' � � 1 V
verify driveway design. � �p 'o � �0 �D �� o n� � (f1 � � a
5. Contractor must gq44 gaaA � � c�P �o � a '� o � �� � 94g-g x � � � �
verify service elevation q445 x / �� �X t�P �c � ', � � 2,00 g495 � � � �
prior to construction. ^, / � ,
6. Add O� remove `v � p456 x 9�a g4g6 x ✓ / /�/ 49.4 x �4g6 1\ J \ �� 6 l� I� � C Q
foundation led e as � x / � / '� � � e°� �\ � Z � 0 � �
requ ired. 9 (Q 1�� I g49 5 18•92 ae� � O 949 9_ J_� �° ah° V O �-'+' "_' �
� � � I x � 9aa2 x g � 6 / �''� ' 95oi 9 � � p 0 � o I
�r � � 46 2 g492 � � /'ZS�4' � 949.5 L � CP ,� 1 � (n > >
=0 9 � o ',i � � - �a � o. ��o �9 � I p a� ° �
i � Q 1 ` ,.�q 6 _ � �� � �5.g ,x v` �� � 1 � 1 cv o -� c � ``'
3 x / as. � v � �°`� � i x � _,- -- , _ � „�o_ :�'�� �� � � �Q � •c o -
g45. / 9 O a 1 � Q g48. X ���� ' � �� ��. g49. g49•6� � \ � 1 V �� � � �
General Notes: W V .�. I 949.2 �V � � � � v �= O �
�
�� a� � . 8 950.83 \� 1 � i m F- v >: >:o m
Pioneer� Engineerng � �� o� I � �� o�� ga9g ���� �;,,= Benchmark � �� �� cp �, � � o �
�aSt dated 2�23��7 •O � ' gq6.L^ ' � - g50�x �w O O a+ �.
was used to � � o � x � � � (948•6) 9 \` O s C.� o �m
determine proposed p� � � g466 � g49 x ` .a� +, a ..
elevations shown � L/ 945_ x I � � ' 94a� 949.48 ~
J� v Q a�
herein. ^ }� � � eaaa" 3� g4g?x g49� x Benchmark � �p � o
2. This survey does � g45g�f � ' � � � � (94�• �� � �� r �
noP purport to show � \ /� 1p I x � � g47� g4a2 X \ g4g,4 x i i � �� � �
im rovements or
encroachments, � L � ' 9466 a0 � N o
except as shown, as � U' 9 x \ �0�� U �
surveyed by me or � V g459 947' U �
under my direct \ti Y g468 x \ � Q
supervision. � g4g6 g4�3x _ _ _ _ �. ._ � _ _ _ _ ., � _. _ _ _ _. .
3. Proposed building g4$3 x �� �
dimensions shown are /2 x 45� x� q468 X �L � ++E � EROSION �:O(�lTF�OL .
for horizontal location 9a� 9/ �� \ o � '12 Service invert elevation =939.74
of structures on the � ? f w` (rj 5 � ('`� , (As-built er others
IOt only. Contact � �.� � �p . �ay� \`�� � Denotes iron pipe � MUST BE I�! Pl_.�aJ� ' P �
builder prior to j, � �./ � ri i � 1 � �'� D e n o t e s s e r v i c e � BEFORE FOO�I�G� � • � ��c �
construction for
approved construction � � ' O❑ Denotes television bax � � Lot area =11368 SF Q�' � �o �
.e--. , � � House area =1693 SF 0� 10' 20' p.; _ °`a a, �
� rti.� � Denotes electric box P�;SS INSPECTfON
4I.�No specific soils // -b� � `-� �� �./ L I � �w��� 1,.�� � Y..` ' �❑ Denotes telephone bax � � Porch area =77 SF �J x�� s
investigation has been V X 000.0a Denotes existing eievation � Sidewalk area =76 SF 1 = v ;
1 �c�y
perfarmed on this lot / � ( 000.00 ) Denotes proposed elevation Driveway area =653 SF ��0. �
� _ � � � � � _ _� � � _ � _ _ � _ s - - '
by the surveyor. The (�n `� � Denotes draina e flow direction Total Impervious Ar =2499 F �j 3 �
suitability of soils to �''t �V ' !� Ik 9 Im pervious Covera g 22.0% Scale: 1�� = 20� .aj ? � �3 0
T � Denotes sp e � � " p,w 3
support the specific = o�
house proposed is ��S���'T ��R D A�� ��T r'� B O X Benchmark: � �
not the responsibility Q-'�TI?$� �?�� x'`J T�T'�Y'�'''�1�V Lowest o enin elevation er radin lan :951.5 Top Nut Hydrant '�� �
�()�E� ����'� P 9 P 9 9 P
o f t he surveyor. W e h e r e b y ce r t i f y t o C a l A t l a n t i c H o m e s t h a t t h i s s u rv e y, p l a n o r Lo ts 7-8 B loc k 2 c
5. This certificate .x �- - a Lowest floor elevation per grading plan :943.7 report was prepared by me or under my direct supervision, and Elevation = 952.29 � - � �'-�
�2 �-a�st�dEax_�e�►��n Dr�c+e`�a��d�°��i;���3 ��r �
does not purport to ,� that i am a duly licensed Land Surveyor under the laws of the r_, / �„ r
show easements L�¢��zo�il�'] Q������C� State of Minnesota, doted 03/22/18. �•'�� �z
�7 g House elevations �Proposed) / As-built � � p
other than those R,:�;�io�: i ` c�
shown on the Lowest Floor Elevation t.)o3-�3-�ssc�kehouse " q �' �
recorded P�at. N� SPOIL PILE� :e943.�� � Signed: i eer E gineering, P.A. ; �� �
6. Bearings shown are Top Of Foundation Elev. ;(g52.4� � �� �
based on an assumed IN RIGHT-OF-�AY Garage Slab Elev. � Door ;(g51,7� � gy. � �, w o x
datum. Peter J. Hawkinson, Professional Land Surveyor c�c � i
Minnesota License No. 42299 email-phawkinsonC�pioneereng.com � s N� ° �
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