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HomeMy WebLinkAboutRPS21-000046 - New homeFrom: gnelson@ci.orono.mn.us Sent: 03/16/2022 - 09:32 AM To: amyw@nortonhomes.com CC: negan@ci.orono.mn.us,gnelson@ci.orono.mn.us Subject: Inspection Report Individual CITY OF ORONO 2750 KELLEY PARKWAY ORONO, MN 55356 PH: (952) 249-4600 FAX: (952) 249-4616 Inspection Report 460 Lakeview PKWY Permit Number: RPS21-000046 Site Address: 460 Lakeview PKWY, Orono, MN 55364 Property Owner: SOURCE LAND DEVELOPMENT INC Description: Two Story Inspection Date: 03/16/2022 Inspection Type: Building Final Inspection Results: Permit Finaled Inspection Status: Review Comment 1. Deck items from previous inspection completed. Sincerely, Gary Nelson 952-242-4442 To schedule your inspections please call: (952) 249-4600 CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH AND SAFETY! City of Orono Hardcover Calculation Worksheet Property Address: 460 Lakeview Parkway, Orono Prepared By: Sathre-Bergquist Date SB Job Number: 64685-030 Stormwater Quality Overlay District Tier: (Circle One) Tier 1 Step 1: EXISTING HARDCOVER Prepared by: Tier 2 Tier 3 9/19/2022 JPR Tier 4 Tier 5 In the following table, identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, Identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A House 3,081 S. F. B Driveway 2,292 S. F. C Stoop 236 S. F. D Sidewalk 293 S. F. E Deck 208 S. F. F Screen Porch 297 S. F. G Patio excluding under deck and porch 259 S. F. H S. F. I S. F. J S. F. K S. F. L S. F. M S. F. N S. F. 0 S. F. P S. F. Q S. F. R S. F. S S. F. T S. F. U S. F. V S. F. W S. F. X S. F. y S. F. Z S. F. (1) Total Existing Hardcover 6,666 S. F. Excludable Hardcover (See City Code Sec 78-1684): S. F. S. F. S. F. S. F. S. F. (2) Total Excludable Hardcover 0 S. F. (3) Net Existing Hardcover [Subtract line (2) from line (1)] 6,666 S. F. (4) Total Lot Area 90,159 S. F. Proposed Hardcover Percentage [(3)+(4)] 7.39% % (Proposed Hardcover next page) This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contrained herein; however, if any information is not consistent with City Code, the Code provisions will prevail. � x X60.4 Q) / ` / / / �x 952.0 / 4A / / / g6�9 / \ / / / / 953. / x 948.7 O / / 1)bO / x 946.6 / �'b �� / / / 5911E 29 x 954.9 / 2.69 x 946.0 / I / /X961.719 �� / \\ \, / X52_6 `� / 1 x 946.0 INV- ' ___-- ---- -\- x 950.9 1 \ -� R \ SO / � 953.9 951Y95021.6 'x\9 UrlLl �E SND x 950.5 \ \\ A- 949 \SFMEIVj c\ �--------------- C-- ` \\ o // x951.5 ' �k949.9 \ \ °,'��/ Q�� / /O\` k 949.3 /0 �� loO / / / / O C �� /x 961.9 / ��S / \ i' x 949.8 \-------_ + ti� / /� oO� / \ A� 8� / / CONSER k94g, k9 9��---------- o tire, / / / \ CATION EAS 483 -� -- -- +�o rn Ln x 955.1 / ' \ EMENT 949.1 oCY x 947.8 948.2 x 945.3 ^�..:...`..:.:: 9S3 � AX �I 4 r \ S A 95=9 x 953.4 . .+ \ \ \ x 946.7 Qj �o .. 65 3\ \ \\ \ x 956. \ \ \ oO \ \\44 gAr CO A- 9sa ' / of o, ��„ �4 4. ) � � ® \ 947.2 / -943.7 x 944.5 1 .. ' \ \ 96 \ \ x 955.6 \ \-Y�2525 951.2 \ I S%/ j 946-2- -94 .9 \ X954.0 \ 9'/ x / 9 945.0 X 945.1 Y..,..` .., j:.::``:.. \ 960.0 \ \ \ � \/62\�, 6„ \ x 9�-� o\ I x 955.7 x \ 4�� �y \4 Eg43 9 958.1 \ _ 955.1 S )� 9 x 947.5 2 CE 956' \ \ 9 6 x 965.0 S79'41'4 8 i I I XIRV 309-94 \9 x 96 5 \ \x 959.6 \ 956.8 \ 1 9 I \� 952.9x \ \ L,949x 964.6 sk 958.0 955.9\ / o s� \ x 956.7 `� BLOCK 3 o:. :.... 40 (0 CO ra / x 967.4 I `Os :. o \ 59-/ 957.9 / k 9 n/ CO Cp 1 ^�' xS.. �8�` `.;964.9`.' .: `26 95 p x 955.1 492 _ A- ( �......:.., :. .,O . rn s\ 957.7 L I x 952.3 \ I A, / \ d. (o / I &5.3 ^.: ;: ..` Sj o ��� 959. og1' 9y I 956 \ x 955.8 94 �) \ / S \ rn` I 965.3.:.: , : ,.:: `\ ,�. '. 9 + o� + a 9 I LOT 1 g I / x 953.3 I rn / 965.5 x 965 ' ,...:... s� a s� 9�7' A'07 I 966.2 x 4..:.::.:., ::..:.:...:...:.:. .:.. .\, 240 a o °os o I / x 947.1 �' 965.7. 5 yjo^ 0 956.3 / 7 °p�Gi m 1 x 955.7 x 955.2 A* 1 1 x 967.4 / C ,...:;., `.. GFE= ° s� + / tJ 966.0 4A x 956.9 N x 969.1 x 955.4 G \ x 949.3 I I \ iS x 955.6 \ x x V'd x 956.7 \ x 954.9 �9 0 ,6, -�-- + �o4i:; 6y8..�.o O � YFv oma, \ \ o Q rn x 967.3 59 = ..' 0 \ny�� '� 1 \ x 948.1 948 Qj `+�qss+ - 965 `L� \ // Q CO \ \ \ h \ I 6 \ os x 956.5 x/ 957.2 I \ I x 969.2 �x 967.8 �� + , + aQ + `out +, \\\ O \2 x 955.9 956.0 �' A ++9+b co \\ ��z WOE= p x 955.3/ 9S\ \� I.7 966.2 x \ s ? \ L 957.7 CP X 1, \ +�+A,+.9 �6> � ^\ l��OG O x 956.8 / / / \ �A/C 9 \ o 9S � X I \ k 968.0 9 a fl /66 Z �LF1 \0 A� \`L g5� / / x 957.3 1 \ \\ \_'� ❑ \ \ -\ �o ��+6 .° 6�++ 9rn�\� x 957.0 ��o/ 5 _ X9S�S\ +S \ \ x 969.4 \ \\ x o ��++orn 6� 966.2 �� 6� + 5� 2 ' \\G �`'� \ 957.2X O \ \ x 971.2 965.8x0 6 +��+ 'C\ FFE= \ \ S 6 00 \ \ \ x \ ++ +++�6� �i 968.1 a 9/5Va Q\\G 9 95\ \ \ \x 951.6 / ++ rn 66� a � 5 x 957.3 \ \ o \ o co§++ \ +++++ \ s \ \ O 9rnA 0 \ / 960.1 \ x 959.1 \ \\ \ / 6 z \ 9'+ + �+ 0 9 �+ +0� O jB' '-9'958.19 +g \C x 950.5 ---- -- \ \�6rns+++++ + �� 60 / 962. \ 6) 2� \ x 971.9. / + ++ +\ +++ +� 0 \�' * �y + 's / x 963.0 \ x 975.7 \ +++++ o + �O+ �`r s+ 20 ++ / - - \ \ + \ x 949.8 _ \ + ++++ x 961.296, \ I - x 973.5 / \ + \ x 962.9 / k \ / \+ + ++- ++-++++++i i9 i- +++ ++++ + + 8 / 964.0 \ 4\ \ \ x / \ \I / 972.6 x�++ ++ o� + + +I+++++ 3 R X 96>= 955.3 V \ `l++++�+++\ Q� \x'96,+++1+++� �O� '`9i \ I\ \ +9�\ S9�T 4\+++�+\+ ++ i �0� - - - \ \ 962.1 \ \ 996\+ + 36 FA F ` + + 4++ ++\++ \� \ ��� ++\++�+ .'\+ x1964.2 + -'9b5 x 965.6 \ x 959.1 9S \ / o\ \S \ \ SAF ++++� +k9648 X96 +52++ 967.1966.8 x 967.8 x 966.9 \ \ 8� \ _ x 954.4 �Q \ \ \ \ +�`++++\+\� ++++++ +++++ ++. x 968.5 \ \ x 965.5 X96 \ I \ + + ++ + ++ + + j6a + ++ > I ATERNATEg60.0�xg58? �6++ x+. . ++ ++ +.m +'++++ 9 + + +++ + 969.0 x S &TIC SITE \ \ \ +X + + ++++T--++++++++++ + 0+ 968.0 O g, \ \ \ \+ 969.. I I +\ 972.7 x / -++ 61 -OOac� x 969.6 \ 1 p \ � - � +� X1976.1 � � � T -x 971.5 x 966.7 �9 NO I x 978.2 P\ \ ��� 972. x q \ I \ 6 +, \C \+ / I 9653 x\/ 62 6 �V Z r�i� \ \ 967.�x I I/ 10 � 01) x 973.1 II +9)23 \ x73 p.0 III \ � 96>4 \ I I \ x 973.4 x 968.6 (365.9---9 6 �� 966.1 � -� \X� \ x 980.6 \ x 971.7 x�0 \ x 975.1 \9> � FIND IP I/2 9> 68 \ \ _9 j8\ .3 \9j6� 975.7 4\ \9j2 1 971.3 6 Q V 0 9g6196 o0 98 82lb - ° g FND IP 25684 9 \ \ 984.0 \ \ \ \ \ \ 96) 4 9 \ _ \ 977.5 974.8 9 3 0\ S.0 \ ` 980.0 \ II \ --46592� 98S/ 9851 984.1 982N875 °19'00"E 162.05=14°31'38" 969.9 \ 969.2 984.9 I R=260. QD 0 ST. ANDREWS STREET FIELD CREW DESCRIPTION OF PROPERTY SURVEYED BY Lot 18, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota 1) Site Address: 460 Lakeview Parkway, Orono, Minnesota 55364 2) Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1% JPR 3 JPR 6/21/2021 SCREEN PORCH annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the DLS 5 MA 7/9/2021 FOUNDATION ASBUILT contributing drainage area is less than 1 square mile, or areas protected from the I% annual chance flood by levees. No Base Flood 03/26/26 Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.) per Flood Insurance Rate Map, O Community Panel No. 27053CO284F, effective date of November 4th, 2016. 3) Parcel Area Information: Gross Area: 90,159 s.f. - 2.07 acres 4) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of: 1013.67 feet © (NAVD88). 5) Zoning Information: The current Zoning for the subject property is RR -1B (One Family Rural Residential) per the City of Orono's NO IH zoning map dated March 2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found on their web site on the date of January 6th, 2017 and are as follows: x 945.7 JI x 945.5 Principal Structure Setbacks - Front: 50 feet (Augusta Street) N Side: 30 feet (I_- Rear: 10 feet (from Conservation Easement) 1\v Height: 30 feet g g4S 7�7 Hardcover: 35 percent of lot area (Tier 3 per City of Orono Stormwater Quality Overlay District Map) S=p�hR i T Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of x 945.1 such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning <, Administrator for the current restrictions for this site. x 945.3 ^�..:...`..:.:: 9S3 � AX �I 4 r \ S A 95=9 x 953.4 . .+ \ \ \ x 946.7 Qj �o .. 65 3\ \ \\ \ x 956. \ \ \ oO \ \\44 gAr CO A- 9sa ' / of o, ��„ �4 4. ) � � ® \ 947.2 / -943.7 x 944.5 1 .. ' \ \ 96 \ \ x 955.6 \ \-Y�2525 951.2 \ I S%/ j 946-2- -94 .9 \ X954.0 \ 9'/ x / 9 945.0 X 945.1 Y..,..` .., j:.::``:.. \ 960.0 \ \ \ � \/62\�, 6„ \ x 9�-� o\ I x 955.7 x \ 4�� �y \4 Eg43 9 958.1 \ _ 955.1 S )� 9 x 947.5 2 CE 956' \ \ 9 6 x 965.0 S79'41'4 8 i I I XIRV 309-94 \9 x 96 5 \ \x 959.6 \ 956.8 \ 1 9 I \� 952.9x \ \ L,949x 964.6 sk 958.0 955.9\ / o s� \ x 956.7 `� BLOCK 3 o:. :.... 40 (0 CO ra / x 967.4 I `Os :. o \ 59-/ 957.9 / k 9 n/ CO Cp 1 ^�' xS.. �8�` `.;964.9`.' .: `26 95 p x 955.1 492 _ A- ( �......:.., :. .,O . rn s\ 957.7 L I x 952.3 \ I A, / \ d. (o / I &5.3 ^.: ;: ..` Sj o ��� 959. og1' 9y I 956 \ x 955.8 94 �) \ / S \ rn` I 965.3.:.: , : ,.:: `\ ,�. '. 9 + o� + a 9 I LOT 1 g I / x 953.3 I rn / 965.5 x 965 ' ,...:... s� a s� 9�7' A'07 I 966.2 x 4..:.::.:., ::..:.:...:...:.:. .:.. .\, 240 a o °os o I / x 947.1 �' 965.7. 5 yjo^ 0 956.3 / 7 °p�Gi m 1 x 955.7 x 955.2 A* 1 1 x 967.4 / C ,...:;., `.. GFE= ° s� + / tJ 966.0 4A x 956.9 N x 969.1 x 955.4 G \ x 949.3 I I \ iS x 955.6 \ x x V'd x 956.7 \ x 954.9 �9 0 ,6, -�-- + �o4i:; 6y8..�.o O � YFv oma, \ \ o Q rn x 967.3 59 = ..' 0 \ny�� '� 1 \ x 948.1 948 Qj `+�qss+ - 965 `L� \ // Q CO \ \ \ h \ I 6 \ os x 956.5 x/ 957.2 I \ I x 969.2 �x 967.8 �� + , + aQ + `out +, \\\ O \2 x 955.9 956.0 �' A ++9+b co \\ ��z WOE= p x 955.3/ 9S\ \� I.7 966.2 x \ s ? \ L 957.7 CP X 1, \ +�+A,+.9 �6> � ^\ l��OG O x 956.8 / / / \ �A/C 9 \ o 9S � X I \ k 968.0 9 a fl /66 Z �LF1 \0 A� \`L g5� / / x 957.3 1 \ \\ \_'� ❑ \ \ -\ �o ��+6 .° 6�++ 9rn�\� x 957.0 ��o/ 5 _ X9S�S\ +S \ \ x 969.4 \ \\ x o ��++orn 6� 966.2 �� 6� + 5� 2 ' \\G �`'� \ 957.2X O \ \ x 971.2 965.8x0 6 +��+ 'C\ FFE= \ \ S 6 00 \ \ \ x \ ++ +++�6� �i 968.1 a 9/5Va Q\\G 9 95\ \ \ \x 951.6 / ++ rn 66� a � 5 x 957.3 \ \ o \ o co§++ \ +++++ \ s \ \ O 9rnA 0 \ / 960.1 \ x 959.1 \ \\ \ / 6 z \ 9'+ + �+ 0 9 �+ +0� O jB' '-9'958.19 +g \C x 950.5 ---- -- \ \�6rns+++++ + �� 60 / 962. \ 6) 2� \ x 971.9. / + ++ +\ +++ +� 0 \�' * �y + 's / x 963.0 \ x 975.7 \ +++++ o + �O+ �`r s+ 20 ++ / - - \ \ + \ x 949.8 _ \ + ++++ x 961.296, \ I - x 973.5 / \ + \ x 962.9 / k \ / \+ + ++- ++-++++++i i9 i- +++ ++++ + + 8 / 964.0 \ 4\ \ \ x / \ \I / 972.6 x�++ ++ o� + + +I+++++ 3 R X 96>= 955.3 V \ `l++++�+++\ Q� \x'96,+++1+++� �O� '`9i \ I\ \ +9�\ S9�T 4\+++�+\+ ++ i �0� - - - \ \ 962.1 \ \ 996\+ + 36 FA F ` + + 4++ ++\++ \� \ ��� ++\++�+ .'\+ x1964.2 + -'9b5 x 965.6 \ x 959.1 9S \ / o\ \S \ \ SAF ++++� +k9648 X96 +52++ 967.1966.8 x 967.8 x 966.9 \ \ 8� \ _ x 954.4 �Q \ \ \ \ +�`++++\+\� ++++++ +++++ ++. x 968.5 \ \ x 965.5 X96 \ I \ + + ++ + ++ + + j6a + ++ > I ATERNATEg60.0�xg58? �6++ x+. . ++ ++ +.m +'++++ 9 + + +++ + 969.0 x S &TIC SITE \ \ \ +X + + ++++T--++++++++++ + 0+ 968.0 O g, \ \ \ \+ 969.. I I +\ 972.7 x / -++ 61 -OOac� x 969.6 \ 1 p \ � - � +� X1976.1 � � � T -x 971.5 x 966.7 �9 NO I x 978.2 P\ \ ��� 972. x q \ I \ 6 +, \C \+ / I 9653 x\/ 62 6 �V Z r�i� \ \ 967.�x I I/ 10 � 01) x 973.1 II +9)23 \ x73 p.0 III \ � 96>4 \ I I \ x 973.4 x 968.6 (365.9---9 6 �� 966.1 � -� \X� \ x 980.6 \ x 971.7 x�0 \ x 975.1 \9> � FIND IP I/2 9> 68 \ \ _9 j8\ .3 \9j6� 975.7 4\ \9j2 1 971.3 6 Q V 0 9g6196 o0 98 82lb - ° g FND IP 25684 9 \ \ 984.0 \ \ \ \ \ \ 96) 4 9 \ _ \ 977.5 974.8 9 3 0\ S.0 \ ` 980.0 \ II \ --46592� 98S/ 9851 984.1 982N875 °19'00"E 162.05=14°31'38" 969.9 \ 969.2 984.9 I R=260. QD 0 ST. ANDREWS STREET FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND CONVEYANCE OF INFORMATION) OF THIS PRODUCTIS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. AT 1 JPR 4/20/2021 PROPOSED FIRST FLOOR ELEVATION DRAWN 2 JPR 5/3/2021 WETLAND BUFFER POSTS JPR 3 JPR 6/21/2021 SCREEN PORCH CHECKED 4 JPR 6/23/2021 RESTAKED OFFSETS DLS 5 MA 7/9/2021 FOUNDATION ASBUILT DATE 6 JPR 9/19/2022 GRADING ASBUILT 03/26/26 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 14th day of April, 2021. Daniel L. Schmidt, PLS Minnesota License No. 26147 schmidt@sathre.com _ P (P m fi 0) N c�FR S P �Q- I /'1T 1 -7 L_\-/ I I / SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM 6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. Pronosed Elevations Proposed Garage Floor Elevation = 965.9 Proposed Top of Foundation Elevation = 966.2 Proposed First Floor Elevation = 967.6 Proposed Basement Floor Elevation = 957.5 Asbuilt Elevations Asbuilt Garage Floor Elevation = 966.0 Asbuilt First Floor Elevation = 968.1 Asbuilt Top of Foundation Elevation = 966.2 (Foundation Asbuilt) Asbuilt Basement Floor Elevation = 957.7 X972.5 GRADING ASBUILT ELEVATION X972.5 FOUNDATION ASBUILT ELEVATION OO CAST IRON MONUMENT El CATCH BASIN Q FLARED END SECTION M GATE VALVE < GUY WIRE 'Cf HYDRANT 0 SURVEY MONUMENT SET SURVEY MONUMENT FOUND Q SURVEY CONTROL POINT LIGHT POLE `� POWER POLE O SANITARY MANHOLE Q SANITARY CLEANOUT SIGN X972.5 GROUND ELEVATION 0 STORM DRAIN sT STORM MANHOLE YARD LIGHT D A/C UNIT WELL TWPA 17-RGE.23-SEC.06 Hennepin County ORONO1 MINNESOTA Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE 1N FEET SURVEY LEGEND WOE WALKOUT ELEVATION FIFE FIRST FLOOR ELEVATION GFE GARAGE FLOOR ELEVATION TOF TOP OF FOUNDATION ELEV. LOE LOWEST OPENING ELEV. © CABLE TV PEDESTAL ❑E ELECTRIC TRANSFORMER O ELECTRIC MANHOLE (E) ELECTRIC METER © GAS METER © GAS VALVE ❑H HAND HOLE NO IH SOIL BORING TREE CONIFEROUS > JI r TELEPHONE MANHOLE N TELEPHONE PEDESTAL (I_- TRAFFIC SIGNAL SITE UTILITY MANHOLE 0 N T <, Y S M C A - 1> q \�; /� A L f I V ry\U� R2 1124 '.IW V Aa E alp K �.pntil_rE, X972.5 GRADING ASBUILT ELEVATION X972.5 FOUNDATION ASBUILT ELEVATION OO CAST IRON MONUMENT El CATCH BASIN Q FLARED END SECTION M GATE VALVE < GUY WIRE 'Cf HYDRANT 0 SURVEY MONUMENT SET SURVEY MONUMENT FOUND Q SURVEY CONTROL POINT LIGHT POLE `� POWER POLE O SANITARY MANHOLE Q SANITARY CLEANOUT SIGN X972.5 GROUND ELEVATION 0 STORM DRAIN sT STORM MANHOLE YARD LIGHT D A/C UNIT WELL TWPA 17-RGE.23-SEC.06 Hennepin County ORONO1 MINNESOTA Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE 1N FEET SURVEY LEGEND WOE WALKOUT ELEVATION FIFE FIRST FLOOR ELEVATION GFE GARAGE FLOOR ELEVATION TOF TOP OF FOUNDATION ELEV. LOE LOWEST OPENING ELEV. © CABLE TV PEDESTAL ❑E ELECTRIC TRANSFORMER O ELECTRIC MANHOLE (E) ELECTRIC METER © GAS METER © GAS VALVE ❑H HAND HOLE oHu SOIL BORING TREE CONIFEROUS > TREE DECIDUOUS OT TELEPHONE MANHOLE ❑T TELEPHONE PEDESTAL (I_- TRAFFIC SIGNAL O UTILITY MANHOLE 0 UTILITY PEDESTAL BITUMINOUS FILE NO. CERTIFICATE OF SURVEY 64685-030 GRADING ASBUILT PREPARED FOR: NORTON HOMES BUILDING SETBACK LINE CTv CABLE TV CONCRETE CURB a CONCRETE 960 _ CONTOUR EXISTING CONTOUR PROPOSED ----�-�- GUARD RAIL DT DRAIN TILE ELc ELECTRIC UNDERGROUND -X-X- FENCE Fo FIBER OPTIC UNDERGROUND GAS- GAS UNDERGROUND oHu OVERHEAD UTILITY ' RAILROAD TRACKS > SANITARY SEWER >> STORM SEWER TEL TELEPHONE UNDERGROUND uTT UTILITY UNDERGROUND WATERMAIN FILE NO. CERTIFICATE OF SURVEY 64685-030 GRADING ASBUILT PREPARED FOR: NORTON HOMES