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Home My WebLink About2007 Site PlanAK1'22s 1)n/1 1 X7/22 -D1 'NTATTC`V TIRAT ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474-7964 Fax (952) 474-8267 SURVEY FOR: KEN RENNICK SURVEYED: August, 2005 DRAFTED: August 18, 2005 REVISED: December 19, 2006 to replace proposed dwelling. REVISED: January 3, 2007 to show relocated sewer line. REVISED: January 22, 2007 to show revised proposed elevations. REVISED: February 13, 2007 to show changes per city comments. REVISED: March 28, 2007 to show changes per city comments. REVISED: March 29, 2007 to add retaining wall in regards to city comment. Area of Parcel = 17, 448 S. F. LEGAL DESCRIPTION: Lots 14 and 15, Block 4, CASCO HEIGHTS, Hennepin County, Minnesota LIMITATIONS: The scope of our services for this job is as follows: 1. Showing the length and direction of boundary lines of the above legal description. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct, and that any matters of record, such as easements, that you wish shown on the survey, have been shown. 2. Showing the location of existing improvements we deemed important. 3. Setting new monuments or verifying existing monuments to mark the corners of the property. 4. Showing existing spot elevations necessary to show elevation differences on the site. 5. While we show a proposed location for this home, we are not as familiar with your house plans as you and your architect and/or builder are. Check our proposed location and siting of the home and yard grades carefully to see that they match your plans before construction begins. Also, we are not as familiar with local codes as the local building official and zoning official in this community are. Be sure to show this survey to these officials, or any other officials that may have jurisdiction over the home and its siting, and obtain their approvals before beginning construction. 6. We have provided a benchmark for your use in determining elevations for construction on this site, use that benchmark and nothing else for that purpose. Check the elevation of at least one other feature shown to verify your elevations. STANDARD SYMBOLS & CONVENTIONS: " Y " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unles' otherwise noted. Proposed elevations are shown with a box around them, while existing elevations are shown without a box. Arrows indicate the proposed flow of storm water on the site. I hereby certify that this plan, specification, report or survey was prepared by me or under my direct supervision and that I am a licensed Professional Engineer and Professional Surveyor under the laws of the State of Minnesota. H. Parker P.E. & P.S. No. 9235 PROPOSED LEGAL DESCRIPTION FOR DRAINAGE AND UTILITY EASEMENT: A 10 foot easement for drainage and utility purposes lying 5 feet on each side of the following described line: Commencing at the northeast corner of Lot 14, Block 4, CASCO HEIGHTS, Hennepin County, Minnesota, thence South 12 degrees 18 minutes 18 seconds West, assumed bearing, along the easterly line of said Lot 14 a distance of 99.34 feet to the point of beginning of the line to be described; thence South 75 degrees 43 minutes 36 seconds West 54.89 feet; thence North 52 degrees 41 minutes 51 seconds West 43.86 feet; thence North 6 degrees 32 minutes 28 seconds West 35.57 feet to the westerly line of Lot 15 in said Block 4 and there terminating. Sidelines of said easement are to be lengthened or shortened to terminate on the sideline of said Lots 14 and 15. 11 GRAPHIC SCALE 20 0 10 20 40 Omni ( IN FEET ) PROPOSED ELEVATIONS: Top of Foundation 950.7 Top of Lowest Floor 942.0 Top of Garage Floor 950.4 Benchmark* 950.5 *Rim Manhole as shown 949,1 X949.4 PROPOSED BUILDING COVERAGE: LOT AREA = 17,448 S.F. BUILDING AREA = 2,359 S.F. X949.7 COVERAGE = 13.5% 949.6 / --- Ben chm ark.• X949,1 / Top of manhole 950.5 X946.4` \ O \ 950.3 X945.8 X946,5 Y 50.0 X9� Casco X945.7 \ \ 1 X§4�,A 1�19`S�v X946.4; \ � \ ��Z e X948,6, ;9 7 -Invert 10"Conc. pipe 5f* 4 8 6,o0 \1 -~d 951.2 100/1 X943.9 � �\x ¢ 951.2 InvlOconc . 6--a Maple 9 ---- / 950.5 950.7 - x� M ;X949.8 - 950.7 X947.0 X945.5 - X948.7 �/ Ems- „ 0.1 X94%4 Twin 8 M% - RS?. � 949.6 10 949.8 19 ,\ ` 950 � \9s � Z 1 » Oak o _ e , 33 6 j \ O0-1` \ 9�9 -- - �, X946.8 \ 9JrQ ` 1 X947.3 .� 947,9 l� 153 0 202 2 tN1 0 227 Ki STOOP o 9Sg `? co N 4 22.7 I COM 1g•3 11.7 --,14 MANHOLE TOP 947,.4 rn d INVERT 942.6 -- �\ ^� " X 00 9A 947. ' X947.9 / SING X949.0 N I t •� `V 9 .1 Imo' --949--, ` 19'33 CANTILEVEF2 l 95p a X X948.9 i DECK / 0 2 948.5 X947.1 I t 7 9 7 0 54.0 0� 9 �8 - - X948.E A 4moo o a. _ 947.3 X 1 5 �o OPROPOSED-RETAINING WALL. �111i 947.0 100 `O0 94 47.7 948 ----- 950.8 �'�IGH OR LESS- iI CONSTRUCT CATCH�BflSI� X947.6 PR 947 � I' ` ` 946.7 - 947 ----_-_- ON EXISTING CLEAN OUT II� - ILE -OUT TOP 947.7 POSED, SND yl 947.o iC TOP GRATE ELEVATION = 946.3 �I' IN T 942. pWIMP \ \ I , - SLS --- ---- 94 _ 947.7 PC' 6 - f I tag, X' 946.7j X146.9 199�246 '53- _, 0 0� / � roti \ \ \ `�k \ ®J vV s ' , . ,APPROXIMATE BEND LOCATION AS - / ,' c�Fq S \ \ �• \\ \ P� \X47 0 =94 8 \\APER SEWER CONTRACTOR ON SITE 0bT-T _ _ `(N EV RT 942.0; X948. X9561 oa 9spz S �F ` ; = - ,6 le 945X 945.6 / \ o i 6 As� _ 1 - 500' - )0' J 'ri l -Invert 10" PIAC pipe \10 LAKE SETB / X ACK 45.1 53" - ZO � I V \ - - 250' - 500' LAKE SETS - 1p 46.2 / \ \\finvl ACK .3 0 Z NE / X941.2 C� \47.9 'S X9 .6 X§58.0 00 X958.5', \ X947.2 7 44.4 955.11 0 ! \ l / X941.1 944.2 C . CR OF ORONO �_ SITE PLANGRADING LAN IS PROVED -N�c� R� 1/2 " (13 mm) WIRE SCREEN' _ Pic '-4' 1"-2" (25 mm TO 51 mm) CLEAR ROCK FILTER. NEENAH R4342 TASTING OR EQUAL. TOP VIEW VARIABLELGROUT 2.5' (0.761 m) L Imo-- 48" DIAMETER-� 64" DIAMETER BOTTOM SLAB TYPE "I" CATCH BASIN NOTE: PROTECT INLET WITH SILT FENCE UNTIL VEGETATION IS ESTABLISHED. NEENAH R4342 CASTING OR EQUAL. INFI-SHIELD EXTERNAL �- SEALING SLEEVE. MINMUM OF 2 MAXIMUM OF 6 ADJUSTING RINGS ALLOWED WITH FULL BED OF MORTAR BETWEEN EACH. REINFORCED PRECAST CONCRETE CONE SECTION OR 8" SEGMENTAL CONCRETE BLOCK. 6" PRECAST BASE PLACED ON 6" SAND OR FOUNDATION MATERIAL. NOTES: - PLACE BOTTOM EDGE OF FENCE INTO 6" (153 mm) DEEP TRENCH AND BACK FILLED IMMEDIATELY. - POSTS SHALL BE: - 4' (1.22 m) ON CENTER - 2" (50.8 mm) X 2" (50.8 mm) HARDWOOD, PINE OR STEEL FENCE POSTS. MINIMUM LENGTH 4.5' - DRIVEN 2' (0.61 m) INTO THE GROUND. ray FABRIC a II%15�11 = -�.�, (153 mmJ/ EROSION CONTROL FENCE ;ONCRETE BLOCKS w.�•�'• '..sir• .�... RUNOFF WITH SEDIMENT 1"-2" (25 mm TO 51 mm) CLEAR ROCK FILTER. 1/2" (13 mm) WIRE SCREEN FILTERED WATER DROP INLET WITH GRATE BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER 6" (1 %3 mm)