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HomeMy WebLinkAbout20779 Greenwood Avenue SurveyA . 4 / 0 1 / 1 9 : C i t y C o m m e n t s Denotes set spikeDenotes set iron monumentDenotes found iron monumentDenotes found scribed "x"Denotes set hubDenotes proposed drainageDenotes top of curbDenotes existing elevationDenotes proposed elevationDenotes existing contoursDenotes proposed contours James R. Hill, Inc. 2500 WEST C.R. 42, SUITE 120, BURNSVILLE, MN 55337 PHONE: 952.890.6044 www.jrhinc.com PLANNERS / ENGINEERS / SURVEYORS CERTIFICATE OF SURVEY FOR D R A W N B Y D A T E R E V I S I O N S S H P 3 / 2 1 / 2 0 1 9 C A D F I L E P R O - E C T N O . S H E E T 1 O F 1 3 9 0 2 6 2 . d w g 3 9 0 2 6 2 Lot 20, Block 3, LINDEN RIDGE, Dakota County, Minnesota 1 . B e a r i n g s a r e b a s e d o n t h e r e c o r d e d p l a t . 2 . B u i l d i n g d i m e n s i o n s s h o w n a r e f o r h o r i z o n t a l a n d v e r t i c a l p l a c e m e n t o f s t r u c t u r e o n l y . B u i l d i n g d i m e n s i o n s s h o w n a r e o u t s i d e o f b u i l d i n g d i m e n s i o n s ( F i r s t F l o o r ) . S e e a r c h i t e c t u r a l p l a n s f o r b u i l d i n g a n d f o u n d a t i o n d i m e n s i o n s . 3 . N o s p e c i f i c s o i l s i n v e s t i g a t i o n h a s b e e n c o m p l e t e d o n t h i s l o t b y J a m e s R . H i l l , I n c . t h e s u i t a b i l i t y o f s o i l s t o s u p p o r t t h e s p e c i f i c h o u s e p r o p o s e d i s n o t t h e r e s p o n s i b i l i t y o f J a m e s R . H i l l , I n c . o r t h e s u r v e y o r . 4 . N o s p e c i f i c t i t l e s e a r c h f o r e x i s t e n c e o r n o n - e x i s t e n c e o f r e c o r d e d o r u n - r e c o r d e d e a s e m e n t s h a s b e e n c o n d u c t e d b y t h e s u r v e y o r a s a p a r t o f t h i s s u r v e y . O n l y e a s e m e n t s p e r t h e r e c o r d e d p l a t a r e s h o w n . 5 . P r o p o s e d g r a d e s s h o w n w e r e t a k e n f r o m t h e g r a d i n g & / o r d e v e l o p m e n t p l a n p r e p a r e d b y P A R A M O U N T E n g i n e e r i n g & D e s i g n . 6 . G r a d i n g p l a n d a t e / r e v i s i o n d a t e : J a n u a r y 1 9 , 2 0 1 7 . 7 . S a n i t a r y s e r v i c e i n v e r t e l e v a t i o n = 9 7 7 . 3 8 . P l a n N o . 1 9 1 8 - H R 1 B ' N E W B E R R Y ' N O T E S L o t = 1 1 , 5 0 7 s q . f t . H o u s e / G a r a g e = 1 , 7 6 4 s q . f t . F r o n t P o r c h = 8 6 s q . f t . D r i v e w a y = 7 0 1 s q . f t . T o t a l I m p e r v i o u s = 2 , 5 5 1 s q . f t . o r 2 2 . 1 7 % o f l o t H A R D C O V E R C A L C U L A T I O N S P r o p o s e d G a r a g e F l o o r @ F r o n t = 9 9 0 . 0 G a r a g e T o p o f F o u n d a t i o n = 9 9 0 . 5 H o u s e T o p o f F o u n d a t i o n = 9 9 0 . 5 L o w e s t F l o o r = 9 8 1 . 8 T o p o f F o u n d a t i o n a t L o o k o u t W i n d o w = 9 8 5 . 0 L o t 2 0 , B l o c k 3 , L I N D E N R I D G E , D a k o t a C o u n t y , M i n n e s o t a P R O P E R T Y D E S C R I P T I O N 2 0 7 7 9 G r e e n w o o d A v e n u e , L a k e v i l l e , M i n n e s o t a P R O P E R T Y A D D R E S S I h e r e b y c e r t i f y t h a t t h i s s u r v e y , p l a n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d L a n d S u r v e y o r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . T h a t t h i s s u r v e y d o e s n o t p u r p o r t t o s h o w a l l i m p r o v e m e n t s , e a s e m e n t s o r e n c r o a c h m e n t s , t o t h e p r o p e r t y e x c e p t a s s h o w n t h e r e o n . S i g n e d t h i s 2 1 s t d a y o f M a r c h , 2 0 1 9 M a r c u s F . H a m p t o n , M N L . S . N o . 4 7 4 8 1 S U R V E Y O R ' S C E R T I F I C A T E F L O O R E L E V A T I O N S T o p n u t o f h y d r a n t l o c a t e d a t L o t 1 , B l o c k 5 = 1 0 0 3 . 3 9 B E N C H M A R K Front= 25 ft.Side= 7 ft.Rear= 30 ft.Side Street = 20 ft.BUILDING SETBAC K S * 9 ' - 0 " B A S E M E N T * EROSION CONTROLMUST BE INSTALLEDBEFORE EXCAVATION The curb box, drain tile cleanout and c a t c h b a s i n (if applicable) must be inspected an d a c c e p t e d before As-built escrow monies will be r e l e a s e d . All structures must be flush with the s o d . T h i s will be scheduled with the landscape i n s p e c t i o n . * M a i n t a i n 6 " b e t w e e n s i d i n g & s o d * N o s t r u c t u r e s i n e a s e m e n t s E N G I N E E R I N G R E V I E W E D D a t e : 0 4 / 0 1 / 2 0 1 9 _ _ _ r m c d o n a l d