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HomeMy WebLinkAbout2013 Grading PlanT 1R0-1QATT-N AIS Denotes Advertising -Informational Sign AC Denotes Air Conditioning Unit BFE Denotes Basement Floor Elevation CB Denotes Catch Basin CBOX Denotes Curb Box COL Denotes Building Column BEE Denotes Building Entrance Elevation TB Denotes Tele/Comm. Box/Ped CHH Denotes Communication Handhole CMH Denotes Communication Manhole CONC Denotes Concrete Surface CMP Denotes Corrugated Metal Pipe/Size DIP Denotes Ductile Iron Pipe/Size EB Denotes Electric Box EHH Denotes Electric Handhole TRAN Denotes Electric Transformer EMH Denotes Electric Manhole EM Denotes Electric Meter FH Denotes Fire Hookup FP Denotes Flag Pole FES Denotes Flared End Section/Size GASV Denotes Gas Valve GFE Denotes Garage Floor Elevation GM Denotes Gas Meter GDL Denotes Ground Light GP Denotes Guard Post GYW Denotes Guy Wire HCS Denotes Handicap Parking Sign H YD Denotes Fire Hydrant LP Denotes Light Pole MB Denotes Mailbox NOP Denotes No Parking Sign OHU Denotes Overhead Utility Line PKS Denotes Parking Sign PIV Denotes Post Indicator Valve RCP Denotes Re-inforced Concrete Pipe/Size RD Denotes Roof Drain SCO Denotes Sanitary Cleanout SMH Denotes Sanitary Manhole SV Denotes Septic Vent SWL Denotes Swale STMH Denotes Storm Manhole TRS Denotes Traffic Control Sign TL Denotes Traffic Light UGC Denotes Underground Communication Line UGE Denotes Underground Electric Line UGG Denotes Underground Gas Line SAN Denotes Underground Sanitary Sewer ST Denotes Underground Storm Sewer UP Denotes Utility Pole ULP Denotes Utility/Light Pole TNI-{ Denotes Top Nut of Hydrant WMH Denotes Water Manhole WV Denotes Water Valve WET A--1 Denotes Wetland Delineation/Flag Identifier Denotes Existing Contour 980 Denotes Proposed Contour Denotes Found Monument - As Denoted Q Dentoes Found Cast - Iron - Monument O Denotes 1/2" by 14" Iron Pipe Set and Marked by License No. 40344 - - - - - Dentoes Silt Fence � � o t NORTH 30 15 0 15 30 E SCALE IN FEET It -\-r u_v I PROPOSED RETAINING WALL DETAIL 1010.5 D RLS 10938 I I /11 I \/ F1 u L -L- I / 010.9 / / m 1011!2 kp- I �� I / 1010., EXISTING _ GARAGE / �3 Al o�' \ \ \ \ e/IIJUNOOS \ \ \ ROgOwq Y' -AGO \ ' d �3°S ,DO 1003.7 \ ' \ :1004.0 x 1006.4 049A, O �[ O1 / x 1005.8 \ \� \ ` / , 0077 \ x 1007.6 / � O / 700 x 1006 7 x 10 x t o0�'8 )09.9 \ )1010.1 Ot0.01012.7 \ / 8 / x 1 07.8 ` \ --11011.3 _ 9 x ,006. ry /-.---1008 \ o ) 1010. /27 OPEN M LTL�1 I V . / / -1007.5 // 10107\ \ \ / , 707 - -; - �O I �. 30-- \\70 4,014.2 7 \x 1 2.8 \ / JW Q. 2 10 r4 _ " 1010.3 .100 1 x 1008.9 �O� I /• x`101815 ' �\ '� \ / - - - - �aea. / 7,02 I I I I --^ o 1 16.2 I I I \� Q 0 A5 ;, -J -O P , \ \ \ J ,o.s � - © 1 p16 \ \ I I _/ 106 250 x1009.8 \ 703 1009.8 1016.4 I I EEI 15 �, �Ot� 90 0 0 \ 0; C 5 / / 1 --- --0'-- __ 2 • o -� \,{101• V �,7 ' / '� x / o. 1010.0 �^ 101O.'a \ �' I \ o LOE L _ V I 0 1009. \ \ \ ■(1018.3} 1013° r N ` GFE' = 1 10.5 1008.9 \ \ D , \ \ rn �, \1'315 0 / � r� o • i L_�.�rf\ ��, I � � x1013.6° + � ` b�o�'�\ 01 � I kol ro � \ \ -r? S 10 1.4 h. X01 4� / \ \ 15.0 - o,s go o S 'g V / O Q \ x 1015.0 \ I Cr - \ OJ 's ��0 . y,, so +�° ��/ ( / / Nry o0 x 109.3 \ \ m ' tT / \ CZ,s+ d �O Q ,012/4 100)1.7 Cij oo �b Of \ \ \ \ 7074 \ m \ ��� Fri- °` �, 0,6'60 x 1017.3< O % J Z O\ 1 q \ / / 5. o ryh 166 s�<J 101 yy 1 / - �� P{NL 8 1009.6 J F- F- M 14.0/4F'13o W \ kiy \ / o SPF• 00 : �� o° yo \� s& 010.9 = / 1007.6 FOo 1008.F - Zy �? �. 'SJ .`� \ 1 .� x / �� 1009.3 1006.2 q\ RSEAT\10N�O+ / 10091009.770 PINE 1L/ 1008.8O . f J / �\ 39 x r�ry 1010.1 BOX 12 12 \ ` 7.7 O \ �Q5 \ cd' -,moo A <. / O �O \ ' A oi°� 1009.7`;�� 1007.5 1 • 4 BOX 12 005.4 / C' 100-'`.5 S X 12 1000.6 \ \ / / \ 10066 1006.8 002 \� \\ FQ�O< , a.• 08.7 x1 1000- 11886..0 / CP --------\\� PE -f002.4 ^cT. ,z--,�COO� FE �31�-\ ...{ \ \ \�� / ,�OOh "f002.4 x t�3 S \ O x 998.2ri / - - - - - 998 - `>�S \ \ \ } �0�2.9 �_ '1 19044 1002. OO'L 004.1 o v o v �� 1110 - 1003.b� 7 \ - 1000.1 I 996.3 _ \ --� Q r' '• _ 99.7 _ _ x 10.4 \ P'RIMAR \ X 996.2 �.o \ � SEP17C SITE .� \ � x 995.6 \ \ \ 998.2 15 0 998.7PiNE ' f 998.0 1001�6� / SITE ONO _ I ' x -17't - '°' i�O 700 C-� PROD N - GRADING PLAN 700 996 \ NE�14/bs��. ` P \ \ ` ❑ APPROVED W H REVISIONS x 994.8 994.9 \ \ -I _ 63.6 x 997.0 �99.9 T ❑ D1R0 SwI �j CP 994.5 ( _ O \ / BY<« --� BOX 18 995.5 -�-O 9936` -- 994-.1, _ „ 994.5 ( / / Zn / 70 /110003 DATE to �X963-6-- = c, x99 1�6 /r 0 D,RL / 98.7 \ R SS . 994.5 / 95.8 1 996.4 996.9 I \998 299.0 \ ( O I ^ ED 1/2" OPEN \ Lo \ 996.4 ( / 994.3 -1995.9 FD RLS 7725 \ I OFFSET IRONS ASBUILT ELEVATIONS ELEVATIONS ARE TO THE TOP OF PIPE ASBUILT GARAGE FLOOR ELEVATION = 1015.29 + 0.33= 1015.62 (NOT POURED) OS #1 = 1010.87 OS #4 = 1010.90 ASBUILT TOP OF FOUNDATION ELEVATION = 1015.98 IOS #2 = 1009.70 OS #5 = 1012.53 ASBUILT BASEMENT FLOOR ELEVATION = 1007.21 OS #3 = 1014.52 OS #6 = 1013.90 ASBUILT LOOKOUT OPENING ELEVATION = 1013.00 I ORONO Corr DESCRIPTION OF SUBJECT PROPERTY Lot 2, Block 1, HOLLY ACRES 3RD ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota. SITE ADDRESS 200 Hollander Road, Orono, MN 55391 NOTES This survey does not purport to show all underground utilities. The source of information from plans and markings will be combined with observed evidence of utilities to develop a view of those underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. The contractor shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all existing utility facilities. Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. No title commitment was provided or was relied upon as to matters of record. The subject property appears to lie within Zone X, (area of areas outside the 1 -percent annual chance floodplain, areas of I% annual chance sheet flow flooding where average depths are less than 1 foot, areas of I% annual chance stream flooding where the contributing drainage area is less than I square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 27053C0307E, dated September 2, 2004 as acquired from the Federal Emergency Management Agency Web Site. Area Information: Lot Area = 92,447 Sq. Ft. - 2.12 Acres Current zoning and setback information: Zoning: RR -1B-1 Building Setbacks: Front Yard - 50 feet Rear Yard - 50 feet Side Yard - 30 feet Building Height: 2-1/2 stories - Not to exceed 30 feet *Zoning and Setback information provided by the Planning Department of the City of Orono. Survey coordinate and bearing basis : Assumed County No modifications to this survey or sketch may be performed by any person other than the surveyor signing this certification or persons under his direct supervision. Its reproduction and redistribution without proper consent is prohibited. Benchmark: Top of top nut of fire hydrant at southeast quadrant of Ferndale Road N. and County Road No. 6 Elevation = 1032.91 feet (Per City of Plymouth) HARDCOVER LOT AREA = 92,447 S.F. HOUSE AREA = 3,768 S.F. DRIVEWAY AREA = 5,377 S.F. SCREEN PORCH AREA = 248 S.F. CANTILEVER AREA = 55 S.F. FRONT PORCH AREA = 55 S.F. POOL AREA = 2915 S.F. POOL EQUIPMENT AREA = 24 S.F. RETAINING WALL AREA = 29 S.F. TOTAL IMPERVIOUS AREA = 42-,V1-S.F. COVERAGE = 1 . % 74 11 135°� APPROXIMATE VOLUME CALCULATION Cut: 1,379 cu. yds. Fill: 920 cu. yds. Net Cut: 459 cu. yds. PROPOSED ELEVATIONS Garage Floor: 1015.5 feet Top of Foundation: 1015.8 feet First Floor: 1017.8 feet Basement FloorNValkout: 1007.1 feet FOUNDATION EXPOSURE City of Orono Planning 8 Zoning Plan R77� Site Plan Review Date: PPROVED PPROVED WITH VISIONS see notes) M DENTE Staff: -J Blue: The foundation has 6 or few feet of exposure = 195 linear feet Green: The foundation has over 6 feet of exposure = 130 linear feet I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota Dated this 28th day of September, 2012. SATHRE-B RGQUIST, C. � C David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 DECEIVED 1 CITY OF ORONO REVISIONS STAKED HOUSE JJA C.0n 112/17/121 FINAL SUBMITAL DBP e - O M 01/02/13 RET. WALL DETAIL DBP 02/19/13 FOUNDATION ASBUILT JJA fT 04/01/13 ' w v1 MNK ADDED POOL 09/19!1 REVISED POOL PER MNK CITY COMMENTS 10/07/1 ■ U0 O O O z C.0n N U) e - O M DU') W V < N fT W ' w v1 1 Q W/ Q Q 0. W m 2 O U) ♦/� U) O U')� � J � 6- � > o- 3 co UKAWIV DBP CHECKED DBP DATE 09/28/12 SCALE AS SHOWN JOB NO. 64255-033 FILE: CERTIFICATE OF SURVEY.DWG TOWNSHIP - RANGE - SECTION 118-23-25 HENNEPIN COUNTY BOOK: XXX PAGE: XX SHEET OF "-ON - - 2,013 - 00 00.3 2C)6 }b Il r'OLW fd'-" ,it W W fT O ' w v1 O Q O a W w UKAWIV DBP CHECKED DBP DATE 09/28/12 SCALE AS SHOWN JOB NO. 64255-033 FILE: CERTIFICATE OF SURVEY.DWG TOWNSHIP - RANGE - SECTION 118-23-25 HENNEPIN COUNTY BOOK: XXX PAGE: XX SHEET OF "-ON - - 2,013 - 00 00.3 2C)6 }b Il r'OLW fd'-" ,it