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HomeMy WebLinkAbout2015-with permit 2015-01430I , ► I I ' \ 1 Lot 7n Lot � �y � 1 h �J (Yl \ - \ / 1 CITY OF ORONO 00 SITE PLAN _GRADING PLAN x 959.0 961.1 x 956.9 / / / / _ / APPROVED w X 959 Countour Used For Basement Calculations I x 9�.8 ' `1 / ❑ APPROVED WITH REVISIONS � � \ � x 955.9 � \ � 1 � x 949.9 / �X945.9 ❑DISAPPROVED v FND IP 25684 \ / x 957.0 t ' \ 94Q.4 BY M 961.8/ S88°33'52"E 270.!8 t \ SET IP - -49 - - '\--4386 41.9 / DAOE ``�A� o l�--------7-------- --- ---' -- 86-- X o� �T X 9�L5t ��� 956.7 �� �� �ry I ► \\\ 1 1 1940.4�111 rn \ / x 963.0 oce I- x ' x 1 Rock Construction ��j x / �6\ F e s^--, �--- - ___�/ / / ► r\ I I 94 i �, a Entrance v S x 62.1 JG I 958 I / ► \ ' I ( / I x 945.5 r�i nl n� / mit I / m - \ �( x 955.1 a ' \ / t NCn e�4A ✓ 964.6 �g6 �6� x d Go B BS L ° ► x A49.7 re Tf' 964.1 x Se I BSBL gSg I 30.04 X I � � I � I-- x �q6.1 939.1 30- cy _ � I t 71 FND 25684 \ I Lot ` I �... Jb� Q�L `✓� IP I:4, �� 1 I - \� x 47.4 _ 963.8 I o \xx I �Q)�' I� 'Cc Tmoo ._O i i _ x♦ �63. I 9 8.8 ` II 954.3 x 1 \ ( 1t't x 945.6 �� 5 1 `- �\x x I I x 957 2 I I 11 I /I x 945.E Z ' 940.0\ ° I \ I \ PR PIO3Ep PRIFMARY) 956.6 1 'I \' 1 `T \ g6G-�-- \max coo SEr j I C SITE " x 56.5 o I x 949.0 11 1 _- W,� I ill ►I0 i I r1 I o`.I' ( Q I I I BLOCK 13 1 1 >, x969.5 I I 1 ' I I � f t� B ALTERNATE I I r, I W I� 1 SEPTIC ITE, x 95 $ I ( I LOT �4 I I I x 945 I \\ i I I LO ° I Q `° I a \ I I x 42"9 I \ I I x 964.4 x -I r x- rn Cn I I x 948.5 \ os # 957.4 1 o I I 1 941.E \ 1 9 Oi I I I I 958.0 11 / I I 1 I I o I x 949.3 I ,; I I x"939.1 ' \ OS 1 1 1 t \ 959#1 79 � 09564 x 956.7 I x 957. 956.2 x l 1 I LdSe 1e0 1 (I I \ 1 � ( I I 1115. \ . 7 oil I / ( I Ot 0")0,6'q � 0 44.9 I I _ _ I \ 03 965. ( J-1-- -I 95 .0 - I 15.0 I iJ Gx Ip\ 30--_J \ x 6 �9 13 ( x 96 .5 I _+__I _ OS #4 l o e 0° 8� I f 1938.4 68 \ \ 32.8 O 956.00 ( I 1't Co ec (52 ( t \ \ x 969. - TFDN co I) / d I I it \ x 940.6 2.0 963.0 - in I I / x 957.7 � I t! I \`. 6.5 I cin I / 1 t I �__ x 914-3 x 96.4 \ \ X(96L 0) 100 ' a- - I rn ! c I � x 949.0 I lI I �. m \�g4. \ - , �55.3I I x 95 .4 I I III / 444 8 I / i��'n , G \6\.0 0 TFDN x 54.7 1 I xI1I 941.9.31 1 03 II `t y8$ /-- --- \ h� N3I o 963.0 PROPOSED I-5 I 938.5 OS ki t 2.2 15,0 PAV PATIO1497g 142\0 \ i _ `( 966.98 I - Q -_HT1 >04,.� \ - \ , Os #10 I I N I - A 4,8 , D 4." x 4, 4 LO 1 fi m 969.79 0 5_0 r _ \ 9' 6 A X 4.8 5. ¢ 5 rn ILO���g\ c`lo, m \ `22 0 0 965.0 05. \ TFDN 4.0 �i DEQ K H \ I ( / ( \\ ( ` \ I I `g\ 938.21 \ N \ 22.7 SCO 963.0 19 7.4 _ 950.9 / t \� 940.4 xj 0 CDx-HOLD CONCRETE WALL R \ x j \ x 945.1 \ 0 1 \ (-9-712 UP TO ACCOMAIDATE-1 P� °posed Walkout PROPOSED GRADING I 4Andrews Street `n 1 I � \� �j i \ 59.7\ 55.0,� 9 7.1 \ F-- 0----97i.6 \ 15.0 964.7 26.8 1 / �� ° ° ' % ' x 942.6 1 976.3 x - ��o - 115.0 OS #6 /�rO % / /� 1 1 620 \-,f---- 59 � x\ / � OS #�\ O �� �_ �5 ���\\x 951.5 '' // / x 942.9 x 9 9.4 11 `� 974.72 II S 3D'p 1 \\ I / \( /944. 937.6 9.3 \ \ x 977.614i1 x 978.4 \ \ �! _�� , \ T5.24 \x 976.6 _ '964.6 X x\ Q i co 1Ql �599ACou�tour Used r- \ I J / 949.9 ' x 9)] \ 980 4 ` Bas men Calculation§ 01941.7 51 g x976. ' x�7L2 \ \OD/_T / x944.7 \x \ x /, 9- N w95� \ 6X (_ ! Ns�o � i Q ! ' ` / 1 / I x 949.0 \ i ��A x97884co ` ' I �U I 9'38i3�� \ \ ' 1 � x 955.8 � City of Orono \ , Planning 8t Zoning Plan Revlew SO aer ��� �' G)�O 973.8 \ s \ ��� I � � � Site Plan Review Date: S (3 9FT \ / I 63.7 / �r4C .�� x 9) ,3 /p � NOTES: 1.) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 4.) A title opinion was not furnished to the surveyor. 5.) Proposed grades shown adjacent to building foundation refers to top of black dirt. 6.) LAKEVIEW OF ORONO WAS UNDER CONSTRUCTION AT THE TIME OF THIS CERTIFICATION. 77);OPOSED GRADING SHOWN ON PROPOSED SEPTIC SITE IS CONCEPTUAL ONLY MAY VARY FROM ACTUAL ASBUILT SEPTIC SITE. Proposed Elevations Proposed Garage Floor Elevation = 962.7 Proposed First Floor Elevation = 965.0 Proposed Top of Foundation Elevation = 963.0 Proposed Basement Floor Elevation = 954.3 Setbacks OS #7 = 965.24 Min. Front Yard Setback = 50' OS #9 = 973.56 Min. Side Yard Setback = 30', 50' Adjacent to Street Min. Rear Yard Setback = 50' = 966.98 Hardcover- Tier 3 Lot Area = 92,924 Sq.Ft. House Area = 4,731 Sq.Ft. Stoop Area = 142 Sq.Ft. Deck Area = 310 Sq.Ft. Porch Area = 260 Sq.Ft. Retaining Wall Area= 137 Sq.Ft. Paver Patio= 656 Sq.Ft. Driveway Area = 3,170 Sq.Ft. Total Impervious Surface = 9,406 Sq.Ft. Total Impervious Coverage = 10.12% (Max Impervious Coverage= 35%) Offset Irons (elevations are to the top of pipe) OS #1 = 959.79 OS #2 = 958.07 OS #3 = 956.34 OS #4 = 956.00 OS #5 = 954.85 OS #6 = 959.80 OS #7 = 965.24 OS #8 = 974.72 OS #9 = 973.56 OS #10 = 969.79 OS #11 = 966.98 Basement Calculation Total Perimeter at or Under Existing Contour 959.0 = 176.4 Lin.Ft. Total Perimeter Over Existing Contour 961.0 = 129.9 Lin.Ft. Total Perimeter = 306.3 Lin.Ft. Total Percentage At or Below Existing Contour 959.0 = 57.6% I hereby certify that this is a true and correct representation of a survey of the boundaries of: Lot 14, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota, and the location of all buildings, if any, thereon, and all visible encroachments, if any, from or on said land, as surveyed by me this 28th day of October, 2015. Al� G rwi� David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND 1/0 i .6 Q, APPROVED �J �-y 0 6� �MDROVED WITH P,EVISIONS (see notes sO CASTIRON MONUMENT ❑A A C UNIT BITUMINOUSi 972 6 \P I t'/ BUILDING SETBACK LINE T� \ F 6 c o%� ' `� ® CATCH BASIN L� CABLE TV PEDESTAL BSBL C 2 x9 �2 x 971.8 ❑ DENIED 0.3 Q33 �3 a FLARED END SECTION ELECTRIC TRANSFORMER cry CABLE TV o �� � Staff: �� ���� D4 GATE VALVE OO ELECTRIC MANHOLE CONCRETE CURB �`.\ SIS s`S2 � < GUY WIREEO ELECTRIC METER CONCRET-so - CONTOUREXISTINGOO �� � HYDRANT © GAS METER e Qi O SURVEY MONUMENT SET (0 GAS VALVE CONTOUR PROPOSED • SURVEY MONUMENT FOUND -°-°-° GUARD RAIL DT - DRAIN TILE SURVEY CONTROL POINT ❑D HAND HOLE ETC ELECTRIC UNDERGROUND LIGHT POLE SOIL BORING -X-X- FENCE \\\ co-) POWER POLE TREE CONIFEROUS FO - FIBER OPTIC UNDERGROUND TREE DECIDUOUS GAS-- - GAS UNDERGROUND SANITARY MANHOLE 0. -CONSERVATION EASEMENT SIGN Q TELEPHONE MANHOLE oHu OVERHEAD UTILITY \ SIGN ❑T TELEPHONE PEDESTAL HHHHHHHHH1 RAILROAD TRACKS ' GROUND ELEVATION TRAFFIC SIGNAL ' SANITARY SEWER STORM DRAIN O UTILITY MANHOLE " STORM SEWER \ / Sr STORM MANHOLE D UTILITY PEDESTAL TEL TELEPHONE UNDERGROUND \O UTILITY UNDERGROUND 50 ----- � YARD LIGHT O WELL uTL i I WATERMAIN FIELD CREW NO. BY DATE REVISION TWP.117 - R .23 - SEC. 06 FILE NO. CUGH 1 BDH 11/4/2015 Revised House Footprint FLS S(7 R Project City: Orono C E I F I CATE OF SURVEY DRAvvN - : _ � Hennepin County 88035-026-001 2 BRV 11!612015 Revised Impervious Coverage USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY 20 O P RECEIVED BDHBRV 3 BDH 11/17/2015 Revised Proposed Grading Plan & Basement Calculations PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID ! ' _ \ N SAT H R E- B E RG U I S T INC. 11/2412015 C Comments AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL 1 952 476-6000 4645 �0� PREPARED FOR: 04 2015 CHECKED 4 BDH City RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY O w 150 SOUTH BROADWAY WAYZATA, MN. 5539 ( ) O DEC 1 DBP 5 BRV 12/4/2015 Added Paver Patio, Ret. Wall and Updated Impervious Coverage RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. v'� �� St Andrews DATE C4, FRSWANSON HOMES CI'TYOFORONO S �� Street treet 1 +U46 AN YW 106 - 01430 - Nw Hoop