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1999-12-21_MARY_LAKE_ADDITIONOT -- SURVEYS NY INC. LAND SURVEYORS .. }, i.. 26 6 5 60 - ' ` e e 1 l�l 11 ;.� k. K -52,, O a I 1 X ; O -1' 1 I CA - I U o ! o O i E 79.62•• E - w C) f r v. o 0 I 1 0 0 a } 'i' C3� , 1 - -- - -- - - - - - - - - - z S 86 026' 15 E tJ p z. ,1,27.00 d I 00 ° � + LO rT1 Scale in Feet ' �� .... + ' ! LLJ 20 4o so 0�6' �2,w 0 120 T ;... N 00 0 Utility & Drainage Easements O 5 r, a o are shown thus: o + 3 0 01 05 Not to Scale -- C MARY LAK ADDITION .J . i i N2 r 0 24 58 00 ' E Z t CD z i...�. r :...... fi g' 10i 0��2 o,, Q Being 10 feet in width, unless otherwise � - ® 1 4° . r indicated and adjoining lot lines and _________ . . - 14 L= 108.3 ., - - 3 0 : being 10 feet in width and adjoining right of way lines, as shown on the plat. R= 5763,00' ........ ' .83.80 .. . .. ...............R.- 0 06' " _ _J 606 -- �.. 3 0 r A =0 0 01' 01 S88 33 E A— 1 1 0 35' ! ORIENTATION OF THIS BEARING L =1.70 50 L = 122 6 „ S f SYSTEM IS ASSUMED. �- -- - -- -- - _ �•.•t o Denotes Iron Monument - •� ".! .�••.: ,;' ' . , -`�' -.`+ R.T. DOC. N0. KNOW ALL MEN BY THESE PRESENTS: That Odell J. Tinnesand, widower, owner and proprietor, of the following described property situate in the County of Hennepin, State f Minnesota, to -wit: _t §� Lot 11, Block 2;MINNETONKA HILLS 2ND ADDITION;�according to the recorded plat thereof and situate in Hennepin County, Minnesota Has caused the same to be surveyed and platted as MARY LAKE ADDITION and does hereby donate and dedicate to the public for public use forever the easements for utility and i dell J. Tinnesand drainage purposes as shown on the plat. In witness whereof said O , widower, has hereunto set his hand this day of 199 Signed: ®/7 Odell J. Tinnesand State of Minnesota 1 A4+h "a County of Hennepin The foregoing instrument was acknowledged before me this _ day of D ber , 199 , by Odell J. Tinnesand, widower. CA M SHOE CWC I' ,G e�''F NOTARY TARP P UBLIC - MINNESOTA ESOTA WC HENNEPIN COUNTY MY COMM, EXPIRES 1.W -2WO Notary P lic, Hennepin County, Minnesota My Commission Expires January 31, 2000 I hereby certify that I have surveyed and platted the land described on this plat as MARY LAKE ADDITION; that this plat'is a correct representation of said survey; that all distances are correctly shown on said plat in feet and hundredths of a foot; that ail monuments have been correctly placed in the ground as shown on said plat or will be placed as required by the local governmental unit; that the outside boundary lines are correctly indicated on said plat; and that there are no wetlands as defined by MS 505.02, Subd. 1 or public highways to be designated on said plat.. I Greg.sch, Land Surveyor Minnesota Registration No. 24992 State of Minnesota County of Hennepin The foregoing surveyor's certificate was acknowledged before me this 61 _0) day of 40 1 e—.r , 199 13 , by Gregory R. Proseh, Land Surveyor. I -14 / —> At .,� THERESE PRASCH NOTARY PUtiUC - MINNESOTA HENNEPIN COUNTY MY Colwn w E*kaG Jrsn 31, SHOREWOOD, MINNESOTA Notary Public, Hennepin County, Minnesota My Commission Expires January 31, 2000 This plat of MARY LAKE ADDITION was approved and accepted by the City Council of Shorewood, Minnesota at a regular meeting thereof held this day of -199 If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minn. Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF SHOREWOOD, MINNESOTA I By Mayor By TAXPAYER SERVICES DIVISION, Hennepin County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 199 1 Patrick H. O'Connor, Hennepin County Auditor am SURVEY SECTION, Hennepin County, Minnesota Pursuant to MINN. STAT. Sec. 383B.565 (1969), this plat has been approved this day of Gary F. Caswell, Hennepin County Surveyor tsy REGISTRAR OF TITLES, Hennepin County, Minnesota I hereby certify that the within plat of MARY LAKE ADDITION was filed in this office this Michael H. Cunniff, Registrar of Titles By 199 day of 199 , at Deputy Clerk Deputy o'clock M. SCALE IN FEET pit Lo pine 03 3A 976 - 7,6 9 Ll 66 Cc( P 'y mop )"00k 3.80 s -8 '1, - nr A- 00 ,a/b3 00, 0 di -- _ u rni 7 1 S 970.55 36 S4! k1H 9 4 1 t �laril Top= zq 18 - l x 24— it v - 50.98 GLEN COE i 3 -­ Top_q7 l "o 15 3o 60 90 �.7 ine 4 r o .3 97 1.4 t t* 4 U) to Q4 u, Tf :n N c L4 9 i vi 2920 'L)87977 OD p C) 16\lplrlc� GAR Vj d aro. �"a w A_jab— A 9 At., L__ p I D-V a 1,6 --ozi(Ilwl - -1 e ? 5 7 A-c-, ,r,> ppe"m le e:0441 11 2a p er-- t r e D i j A, v 7 Ae 4vj rt'; TNTLW I Km 044- K-S Art o j Ito 4 1 & At, 1 11 k0a I 10 to] I 0 15 30 60 SCALE IN FEET LEGAL DESCRIPTION LOT 11, BLOCK 2, MINNETONKA HILLS 2ND ADDITION, HENNEPIN COUNTY, MINNESOTA 0 + n + 1 , W 6 r 3 N r 1..1 -- + 0, � n C h 1 / It � O 9, r t 1� I s ` 1 ✓ EMERGENCY ` -- p% o A i s L " OVERFLOW I ; )P OSED 1 1 F'�S 967.5 * / , MAC ti + r n I ! t t t T *, 6 DRI o Ex. PSMT r A) 125' D' `� Ex. s RVIC� N ` RCP 1 1^ $00 � �` + �, ' * {967.8 1 +rn + 1� 6 > RCP , (SEE Q ` 6 +87.57 7 +00, 3 1 t + H -3 ,' FIIE Et) CBMH - _`- -iT - + +37.57 ^ ^ t + 8.969.5 ' - ++ 1 1 + .960.6 + R�966.0 20,30 SF Di t I+ v v 1 9 7 -- q i EX. 60• R w W o \i' i o w PROTECT IN C C) '� `` �� `� D � , c m n PLACE TREES I '( t POTENTIAL L0 `, 9 z.o � ° �' \ GRADING (TYP 4 3 j ` ` CjG r ` i EX SHED, To , EMERGENCY o � �P' RA ZED MOVED OR OVERFLOW a �� o. ���' N;� to' o u --+- RA _ U P-.0 s , ' 967.7+ c �� ��.� � ESMT. (TYP.) , , , pa ^ + DJ 9 ! , ,, EX. SER E 4- EX. SE__.RVECE- NOTE: MAINTAIN LOWEST OPLNING °, F a� 9 � 0 � as , ELEV. OF LOT 1 A MIN', ONE '� oW FOOT "AOVE EMERGENPY o _ _ w OVERF` t ELEV. o X. o 2 + 6't D+t �' < ` -2$510 F' `S 6 8 O vey bo EX. ro 30' oe Q 9 5 , \ ,r I SERVICE �0 Q� ' I , L'974, -- ^ .l t�2 _ 8 � w .96`Z.0 an 97 ' r" I ` wy • \ \ I 29.20 2920 7.3" BIT 011 e p ' �\ EX. 1�E!E (TYPE) I i 97 686 FLR- 1 ' RIV j , . f P' e` 203 5 SF 75.7 f'-- E' pa ,� tt �oJ 35�WUFFER' ETLAND 1 6.00 M Ld og � � � � 0 9.00 ,D h i I EX. 3.0 976, I N^ 8" in +e SB e I 40,' SB HOUSE 6 o to z 3.0 v z g �9 'sILT FE NC ; / ; I _ ® I tq N to \ o,� N / W 10 . w 41 ESM WETL'AND AS �• ' N DEL'INEATED BY \ N CORN ENVIRONMENTAL COIV UL"TP�NTS,. I -96 30" ak M Z SUBJECT T0/ / SPRING VERIFIC ON o EX. SERVICE , - - 966 �/ , 3 rn R= 763 ,00 rape L - - too' - - + 0'oa oa k \5 0 -- 0 °01 01" 96 -' 5 8.06-33"E Ce _ Cad r R= 1099'8 ( ��4 L 1'70 , -- - �` 9 �� R =60B. 9 - 970 -- �t� e - 872 -- A .3705,. 7�1 rn in - - -- 970.92 - -- .j t 310 PP L= 12.88 4 6 �ns� n LY Q ON k X11 970,55 _ U 97 2.46 974.71 977,05 box( SAN MH 9 1a' Top = 970.18 I x ' - -- >. EX. 9' PVC SAN. SWR. -` 977.35 ;978 - inv= 950,98 ©0 31% CO YELLDWSTDNE TRA IL SAN MH Top = 979.30 Inv = 950.15 +00 � ROF CONC. SURGE BASIN 1.953.5+ AP EDGE OF WATER 1l at OF WATER NOTE: HOUSE STYLES AND LOT GRADING.: C3 978. , FOR LOTS 1 & 2 ARE CONCEPTUAL. ACTUAL _ ° CONSTRUCTION MAY VARY. � lJ 97.7 9 6.5 den ce C'5\ , + EXISTING ZONING: R -1C PROPOSED: R -1C MINIMUM LOT REQUIREMENTS: AREA = 20,000 SF WIDTH = 100' DEPTH = 120' SETBACKS: FRONT = 35' REAR = 40' SIDE = 10' (35' IF CORNER LOT) LOT AREAS 1 28,510 SF 20 030 SF 3 20,385 SF TOTAL 68,925 SF (1.58 AC.) WORK TO BE CONSTRUCTED ACCORDING TO CURRENT CITY ENGINEERING STANDARDS, AND APPLICABLE CEAM SPECIFICATIONS. UTILIZE EX. SAN. SERVICE LOT 2 UTILIZE EX. SAN. SERVICE LOT 1 MAINTAIN DRAINAGE FROM EX. PIPE VERIFY LOCATION M. DATUM ELE'L 955.00 • o: affix DATUM ELEV 940.00 611 4 2 -27 -98 SUBMITTED FOR CITY COUNCIL APPROVAL 3 1 -20 -98 REVISED PER PLANNING COMMISSION AND CITY COMMENTS 2 11 -14 -9 REVISED PER PLANNING COMMISSION AND CITY COMMENTS 1 9 -2 -97 PRELIM. PLAT APPLICATION NO. DATE DESCRIPTION OF REVISIONS DESIGNED: TJG DRAWN: PSH CHECKED BY: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE 9 -2 -97 REG. N0. 23137 6 +00 7 +00 MARY LAKE ADDITION O R MINNESOT JUDY GLEASON w PLAN SYMBOLS RIGHT -OF -WAY LINE - - LOT LINE BUILDING SETBACK i PARKING SETBACK - - - - - - - - RETAINING WALL RAILROAD 1 �o RIVER OR CREEK CULVERT }- - - - - - --< FENCE LINE - X- x- x - - SILT FENCE (0 WETLAND AL iL BRIDGE HAYBALES 0 DITCH BALES 0) SOIL BORING 1 0 EX. CONTOUR -- -- 901- - - - - -- PROP. CONTOUR 7A EX. GROUND - PROP. ELEV. s3o.2 DRAINAGE ARROW EX. CB ❑ PROP. CB EX. STORM SEWER PROP. STORM SEWER » EX. FES Q PROP. FES EX. MH O PROP. Mid I EX. SAN. > PROP. SAN. > EX. WATERMAIN PROP. WATERMAIN - ( - PROP. HYDRANT EX. HYDRANT EX. GATE VALVE (8) PROP. GATE VALVE 140' - 15" RCP L. V \ EX. LOW t ELECTRIC E POWER POLE If OVERHEAD CABLE OH OR POWERLINE , AREA - w - ®1 nux - L- 1 962.0 15" 125' 0 / ® 5.68% o ' 1 953.5 PROFILE A d N d' N N W M e0 ar e0 0i (0 r- e0 r7 eD N c0 07 0) 0) 0) 611 4 2 -27 -98 SUBMITTED FOR CITY COUNCIL APPROVAL 3 1 -20 -98 REVISED PER PLANNING COMMISSION AND CITY COMMENTS 2 11 -14 -9 REVISED PER PLANNING COMMISSION AND CITY COMMENTS 1 9 -2 -97 PRELIM. PLAT APPLICATION NO. DATE DESCRIPTION OF REVISIONS DESIGNED: TJG DRAWN: PSH CHECKED BY: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE 9 -2 -97 REG. N0. 23137 6 +00 7 +00 MARY LAKE ADDITION O R MINNESOT JUDY GLEASON w PLAN SYMBOLS RIGHT -OF -WAY LINE - - LOT LINE BUILDING SETBACK - PARKING SETBACK - - - - - - - - RETAINING WALL RAILROAD RIVER OR CREEK CULVERT }- - - - - - --< FENCE LINE - X- x- x - - SILT FENCE ---- - - --- WETLAND AL iL BRIDGE HAYBALES 0 DITCH BALES � SOIL BORING 1 0 EX. CONTOUR -- -- 901- - - - - -- PROP. CONTOUR 901 EX. ELEV. x 901.0 PROP. ELEV. s3o.2 DRAINAGE ARROW EX. CB ❑ PROP. CB EX. STORM SEWER PROP. STORM SEWER » EX. FES Q PROP. FES EX. MH O PROP. Mid I EX. SAN. > PROP. SAN. > EX. WATERMAIN PROP. WATERMAIN - ( - PROP. HYDRANT EX. HYDRANT EX. GATE VALVE (8) PROP. GATE VALVE GAS c TELEPHONE t ELECTRIC E POWER POLE If OVERHEAD CABLE OH OR POWERLINE RETAINING WALL DRAINAGE ARROW APPLICANT: JUDY GLEASON PREFERRED PROPERTIES 4725 EXCELSIOR BOULEVARD SUITE 401 SAINT LOUIS PARK, MN 55416 929 -7928 SURVEYOR: LOT SURVEYS, INC. 7601 73RD AVE. N. MPLS, MN 55428 560 -3093 ROGER O; & ASSO 7415 WAYZATA BLVD., #107 MPLS, MN 55426 PRELIMINARY PLAT -; "/ j 4 COMM. NO. PLOTTED: 9372 DRAWING NO. 1 OF 2 ROGER A. ANDERSON AND ASSOCIATES INC. Land Development Municipal Railroads 7415 WAYZATA BLVD., SUITE 107, MINNEAPOLIS, MINNESOTA (612) 546 -7035 6 +00 7 +00 (CONC. SURGE BASIN FES -4 1.953.5± + + r- I � S'� �` iii y7C EXIST. TREE TO + 1 - AAA °, REMAIN (TYP.) TRIM OR REMOVE + STORM- DAMAGED TREE c> " J c37 7.1 4 0 0 7 5 rae Un� �A�: TREE PROTECTION ( iYP.) f e 43 0 SEE DETAIL IN CITY 0 SHOREWOOD TREE PRESERVATION AND REPLACI�MENT POLICY - 1 1 b s A 1 EMERGENCY - s P ESMT. C j OVEF`FLOW �g , ' �, o + + / S + SEE I 9., a 49 4 � a r �� F}j - ' sLrAA�! I YP I DR UTILITY PLA 67 � ANC C MH -3 / f � � 10 a I 1 10' -15" RCP R.96� -5p �' 01 ° ° 1.959.5 `\ Rq� ` 4F7 I W p l 2 N ! q 1 o cn 1 rn n rnO 1 96,7.3 Y N Co +, �' ` + D PASSIVE -_ ` .., ,�, \ PROTECTION 6 EDGE OF 1 WATER r ll 1 CU C_ u CD a� L a C1 Co U Co PLACE TREES 9 4 BE MOVED OR RA ED EMERGENCY - OVERFLOW u p ��v �`�� 2 0' D 967.7± ® 6� d�� ` `'MT. (TYP j � \ O Q) - <, + ® 3 3) AMERICAN LINDEN _ �` " ° ACTIVE PROTECTI� - _ _ .�. o PASSIVE PROTECTIO (2) 'WHITE PINE J < - ® +2 �0 g12 + ACTIVE PR TECTION ; X _ 2- 2 ® �\ : 968 65 PROPOSED TREE, TYP. / 7 - (1) RED OAK o - 7UI as66' 400 ® �� 0<10-y" u Git + 1, �k USE GRADING AND TO�\9'0 901 RETAINING WALL TO 8 ` ; 974. on PRESERVE EXISTING TREE. FES - ..►, 29.20 �S. 7 ROOT -PRUNE TREE ONE YEAR / .5a� BIT so FLR r PRIOR TO CONSTRUCTION IF POSSIBLE p 976.86 � RIVE f \ 2 0 3 5 SF - n� -----__' 75.7 �A (( pit _ 6.00, 1 35' BUFFER � I ;POTENTIAL LOT o 900 -- 4 GRADING (TYP.) I I s.o � 976,, 6 � `u5 ' SB v o n SB r1L` K m 40 I 9 , CU nJ EROSION CONTRL9 CE I +36 / N rn L0 n / 97, 6 26.oa I ' D -35 S --g - �� A� P SIVE PROTECTION--a �' O �� r 65 D &U ESM ' WETLAND AS DELINEATED BY/ I Ln ' ACORN ENVIRON- CONSULTANT 'INC. -;a'� ; ' /�UBJECT TO SPRING VERIFI ON NO IMP A Q Tt PROPOSED - - (1) RED OAK oo' 96 1 + ' __- -970" + _972- - I , s" Ig R - _ > 970.55 �' - EMOVE ---_ - ' (� - - -_- - 97,? i 974.71 STORM - DAMAGED - TREE. Q bok SAN MH - - -_�� 977.35 Top= 970.18 �. — >. -- EX SAN. SWR. nv= 95098 _ _ rn r > - SAN MN Top- 979.30 - - _ �- - - - - - - -- -- - - F ( n v = 9 50 15 ' ' ► �® Mb r) r- �O m CO r ` I i `� 5'F3 1 I I ..� ` 1 7 1.952± 1 971.4 � 8 65 � 1) WHIE PINE = m PROTECT IN ® 120 Cl', EX. 60' R 0 9372TREE 00 5 6 -24 -98 REVISED FOR RBT. ANDERSON & ASSOC. BY CLOSE LANDSCAPE ARCHITECTURE DESIGN D: I HEREBY CERTIFY THAT THIS PL A W S E TJG ME OR UND 1 EC P I A I M 4 2 -27 -98 SUBMITTED FOR CITY COUNCIL APPROVAL A DUL IS E ROE I L L D N 3 1 -20 -98 REVISED PER PLANNING COMMISSION AND CITY COMMENTS DRAWN:! ARCHI E TH L T TE - INNESOTA 0 2 11 -14 -9 REVISED PER PLANNING COMMISSION AND CITY COMMENTS PSH, AGC 1 9 -2 -97 PRELIM. PLAT APPLICATION CD Co CHECI<EIJ BY: ROBERT A. CLOSE uD NO. DATE DESCRIPTION OF RE'1'iS 0NS DATE 6 -26 -98 REG. NO. 12383 N C ED Li 7 L�- WORK TO BE CONSTRUCTED 1) RED OAK ACCORDING TO CURRENT CITY ENGINEERING STANDARDS, AND APPLICABLE CEAM SPECIFICATIONS. REPRESENTS TREE TO BE REMOVED (TYP.) BASED ON CONCEPTUAL GRADING OF LOTS. 1) AMERICAN LINDEN EX. SAN. SERVICE LOT 2 VERIFY LOCATION WITH CITY RECORDS 2) RED OAK MAINTAIN DRAINAGE FROM EX. PIPE VERIFY LOCATION Ln z v ACTIVE TREE PROTECTION FENCING PLAN AND ELEVATION N.T.S. ROGER A. ANDERSON AND ASSOCIATES INC. Land Development Municipal Railroads 7415 WAYZATA BLVD., SUITE 107, MINNEAPOLIS, MINNESOTA (612) 546 -7035 NOTES: 1. HOUSE STYLES, LOT GRADING AND PROPOSED TREE LOCATIONS FOR LOTS 1 & 2 ARE CONCEPTUAL. ACTUAL CONSTRUCTION MAY VARY WITH CUSTOM GRADING OF LOTS, 2. HOMEBUILDERS /HOMEOWNERS RESPONSIBLE FOR OBSERVING CITY REQUIREMENTS FOR TREE PRESERVATION. SEE CITY OF SHOREWOOD TREE PRESERVATION AND REPLACEMENT POLICY. VARIATIONS TO THE PLAN MUST BE APPROVED BY THE CITY 3. ALL TREE PROTECTION MEASURES TO BE INSTALLED PRIOR TO ANY SITEWORK, PER DETAIL IN CITY POLICY, WHERE REQUIRED. 4. ACTIVE TREE PROTECTION FENCING SHALL BE 4' HIGH ORANGE POLYETHYLENE LAMINAR SAFETY FENCING. 5. TREE REPLACEMENT RATIO SHALL BE AS FOLLOWS: A. SIGNIFICANT DECIDUOUS TREES EIGHT INCHES (8 ") DBH OR GREATER SHALL BE REPLACED BY TWO (2), TWO AND A HALF INCH (2.5 ") DBH OR GREATER DECIDUOUS TREES OR TWO, SIX -FOOT (6') HIGH CONIFEROUS TREES. B. SIGNIFICANT DECIDUOUS TREES TWELVE INCHES (12 ") DBH OR GREATER SHALL BE REPLACED BY THREE (3), TWO AND A HALF INCH (2.5 ") DBH OR GREATER DECIDUOUS TREES OR THREE (3), SIX -FOOT (6') HIGH CONIFEROUS TREES. C. SIGNIFICANT CONIFEROUS TREES SIX FEET (6') HIGH OR GREATER SHALL BE REPLACED BY ONE (1) SIX -FOOT (6') HIGH OR GREATER CONIFEROUS TREE. D. SIGNIFICANT CONIFEROUS TREES TWELVE FEET (12') HIGH OR GREATER SHALL BE REPLACED BY TWO (2) SIX -FOOT (6') HIGH OR GREATER CONIFEROUS TREES, E. IN NO CASE WILL THE TOTAL NUMBER OF REPLACEMENT TREES EXCEED EIGHT (8) TREES PER ACRE. 6. CONTACT THE CITY PLANNING DEPARTMENT AT 474- -3236 TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY ZONING ADMINISTRATOR PRIOR TO ANY LAND DISTURBANCE. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO BUILDING CONSTRUCTION. CONTACT THE CITY OF SHOREWOOD PLANNING DEPARTMENT AT 474 -3236 FOR A SITE INSPECTION UPON COMPLETION OF LANDSCAPE INSTALLATION. REPRESENTS TREE TO BE REMOVED � } REPRESENTS TREE TO BE SAVED +. REPRESENTS PROPOSED DECIDUOUS TREE _�j REPRESENTS PROPOSED EVERGREEN TREE TREE PROTECTION FENCING MIN, 4' HIGH POLYETHYLENE LAMINAR SAFETY FENCING. EDGE OF DRIP LINE LEGAL DESCRIPTION LOT 11, BLOCK 2, MINNETONKA HILLS 2ND ADDITION, HENNEPIN COUNTY. MINNESOTA EXISTING ZONING: R -1 C I PROPOSED: R -1C MINIMUM LOT REQUIREMENTS: AREA = 20,000 SF WIDTH = 100' DEPTH = 120' SETBACKS: ELM FRONT = 35' REAR = 40' SIDE = 10' (35' IF CORNER LOT) LOT AREAS 1 25,420 SF 2 23,120 SF 3 20,385 SF TOTAL 68,925 SF (1.58 AC.) TREE INVENTORY LOT LINE QTY TYPE DIA, (in. REMOVED 1 ELM 10 X 2 ELM 8 X 3 ELM 12 X 4 ELM 12 X 5 ELM 10 X 6 ELM 10 X 7 ELM 8 X 8 ELM 6 DRAINAGE ARROW 9 ELM 6 PROP. CB 10 OAK 36 PROP. STORM SEWER 11 ELM 6 PROP. FES 12 ELM 10 PROP. MH 13 ELM 8 PROP. SAN. 14 ELM 8 PROP. WATERMAIN 15 ELM 10 EX. HYDRANT 16 ELM 6 X 17 ELM 6 X 18 ELM 6 POWER POLE 19 OAK 6 X 20 OAK 10 X 21 OAK 42 22 OAK 28 23 OAK 30 X 24 OAK 28 X 25 TREE 14 X 26 POPLAR 6 X 27 MAPLE 30 28 PINE 16 29 PINE 16 X 30 PINE 8 31 PINE 8 32 OAK 30 33 ELM 8 34 OAK 30 35 ELM 8 36 OAK 18 37 ELM 10 38 OAK 8 39 OAK 24 40 OAK 26 41 ELM 6 42 OAK 30 43 OAK 8 44 OAK 32 45 ELM 8 46 OAK 8 47 OAK 6 48 OAK 6 X 49 ELM 6 X 50 ELM 8 51 ELM 8 X 52 OAK 30 X 53 OAK 6 X 54 OAK 15 55 OAK 14 56 OAK 6 X 57 OAK 18 X 58 TREE 16 X 59 TREE 18 X 60 SPRUCE 14 X 61 OAK 40 X 62 TREE 14 X 63 OAK 30 64 OAK 40 65 TREE 18 66 TREE ?? X RIGHT -OF -WAY LINE - - LOT LINE BUILDING SETBACK PARKING SETBACK - - - - - - - - RETAINING WALL RAILROAD RIVER OR CREEK CULVERT >-- - - - - --- < FENCE LINE — x— x— x —X —X- SILT FENCE WETLAND BRIDGE HAYBALES C> DITCH BALES SOIL BORING EX. CONTOUR 901' ------ PROP. CONTOUR 90 — EX. ELEV. X 901.0 PROP. ELEV. DRAINAGE ARROW EX. CB PROP. CB EX. STORM SEWER >> PROP. STORM SEWER » EX. FES 4 PROP. FES EX. MH 0 PROP. MH EX. SAN. > PROP. SAN. > EX. WATERMAIN PROP. WATERMAIN — PROP. HYDRANT ` EX. HYDRANT EX. GATE VALVE PROP. GATE VALVE m GAS G TELEPHONE T ELECTRIC E POWER POLE .d OVERHEAD CABLE OH ftsim 91 PLANT REPLACEMENT SCHEDULE QTY COMMON NAME BOTANICAL NAME 4 Linden, American Tilia americans 6 Oak, Red Quercus rubra 3 Pine, White Pinus strobus SIZE 2.5" B &B 2.5" B &B 6' B &B V TREE PROTECTION FLAGGING HEAVY MIL - MINIMUM 4' WIDE SHALL READ 'KEEP OUT' OR 'TREE SAVE'. ',_ SEE CITY TREE PROTECTION POLICY. 1 I z 1fEER 01lY Z � 'I v Ii 8' MAX I' i BETWEEN SUPPORTS T 1 DRI ( 6 FT. PASSIVE TREE PROTECTION FLAGGING N.T.S. MARY LAKE ADDITION SHOREWOOD, MINNESOTA JUDY GLEASON AL NORTH 0 15 30 60 SCALE IN FEET PLAN SYMBOLS N.I.S. POSTS SHALL BE x 2" HARDWOOD, 4E, OR STANDARD EEL FENCE POSTS. iE EXXON GTF IOIS _T FENCE MATERIAL 2 APPROVED EQUAL. )TE: PLACE BOTTOM EDGE OF FENCE INTO 6" DEEP TRENCH AND BACKFILL IMMEDIATELY. EROSION CONTROL FENCE ELEVATION AND SECTION TREE INVENTORY 8c PROTECTION PLAN COMM. NO. PLOTTED: 9372 DRAWING N0. 2OF2 a 1 < s + \ rn 6 +87.67 O u APPROX. EDGE + 1 + STMIi B -•3 SEE PROFILE + 4 _ OF WATER + 1 + + R.969.5 + 1.960.6 CB -2 \ + + \ e + L + R.966.0 J 1 + 1.962.0 m f -f 1 + 0 I 12.0 SEED & MULCH ALL q w 1� -t 0 EX SHED TO CID DISTURBED AREAS.' e ®� r j , BE MOVED OR Qj �> + RAZ ED Ors Y" C �� � > > 140'- a SDR 26 PVC 0 2.0 +~ o ,� h INV. 9 2.8± 127' o 1 tJ x'15: I ' INV. _ ESMT. (TYP.) e ' c I 1 SEED MULCH ALL + 't ee DISTU BED AREAS. +t df wlre o overheo . TSB. o + 30' Pte b` 9)o8j 00 FE O IW/ TG n I. 962.0 29.20 I EE (TYP I I TDB= 977.530 IT P �� EX.,.) G - e AR FLR e �RIV 9 76.86 �•��v I 0111- �OJ 3 a I n I 6,00 It Pit moo° u) 0 9.00 4 ane I '0 EX. 3.0 HOUSF 4 I I b Lo STRUCTURE SCHEDULE STRUCT. NO. 2M *CASTIN CB -2 27" R- 25CIO -E1 STMH -3 48" R -1642 * REFERENCED TO NEENAH CATALOG + 0- + 0 CL.3 RIPRAP W FILTER 0 SEE DETAIL (M OT STD. + PLATE NO. 313 C) FOR + REQUIREMENTS. CONCRETE SURGE BASIN - SEE r MNDOT STD. PLATE NO. 52QOB FOR i + REQUIREMENTS. BASE PREPARATION 1 SHALL BE INCIDENTAL TO CONTRACT. 1 1 1 1 + SEE PROFILE A 1 953 5 S_FR W r ll �® r lJ fence �In SEED & MULCH ALL + DISTURBED A 0 / + �w + DR + SETBACK LINE (TYP.) i �q I R= 763.00 \5 0 =0 °01 01" L 1.70 SAN MH Top = 970,18 Inv= 950.98 �.o r LO 1 � 8' Ir1e I I a � N 2 6.08 14' r e f r N N 30" G e 3 too' + 0,00. ot�k 4 oak d s S88 °0 6'33 "E L =1 os 83 80 cad 8 c�+d r R�ofi R= 606.00 t S P pf L - 1 =11*,37'05Q 22.88 4 6to C*ns o= k > c„ Mali > W _ ...__._._.. _ ... _'_ - - -- --__ > EX. 9" PVC SAN Sw- R_,._ ®_ 0.31 YELLOV /STONE > > T RAI L L n I EX. SER EX. A EX. 6p• R W 0 �E` P 0 ECT EXI TING ROADWAY OQ A 4 EX. SERVI z< o; o� W d m$ ADJUST CASTING MANHOLE FRAME AND COVER - NEENAH R- 1642 -8 WITH TO 1/2" BELOW MACHINED BEARING SURFACE WITH 2 CONCEALED PICK FINISHED GRADE, HOLES OR APPROVED EOUAL. 2" ADJUSTING RINGS AS REOUIRED (MIN. 2, MAX. 4} FULL BED OF MORTAR BETWEEN RINGS CASTING AND ON OUTSIDE OF RINGS. < NOTE: 2 1. MANHOLES 8' DEEP OR GREATER. THE PRECAST SECTION IMMEDIATELY, BELOW 7 --�� ' • THE CONE SECTION SHALL BE V -4" '• (16') IN HEIGHT. °a 2. PROVIDE STEPS IN ALL MANHOLES OVER 4.5 FEET IN DEPTH. "0" RING GASKETS BETWEEN EACH JOINT IN MANHOLE SECTIONS. � «48" DIAMETER WHEN PIPE IS 36" ,I OR SMALLER. STEPS 16" O.C. ON 72 DIAMETER WHEN PIPE IS LARGER DOWNSTREAM SIDE THAN W. SEE ST -5 ' USE T- SECTION MANHOLE WHERE A. POSSIULE (DESIGN J) WITH OFFSET CONE CONNECTION OR PRECAST SLAB, W 0 �. FLOW - BASE: PRECAST OR POURED -IN -PLACE CONCRETE NOTE • MINIMUM SLAB THICKNESS 6' FOR le DEPTH. INCREASE THICKNESS I FOR EACH 4' OF DEPTH GREATER " THAN 14" AND REINFORCE WITH •° 6 10/10 MESH. A, • a D �' STANDARD DETAILS REYISEO: 2 -96 APPltOV. BY: STORM SEWER MANHOLE; CITY PL NO. _ ST -1 CE - W LOCATE AND CONNECT TO EX, SAN SERVICE STUB. A INSTALL 4 "x4 WYE W/ PLUG r TO BE USED FOR AIR TEST. X. eRVicE z b� L ® � f o e ® z � CL m w 970 960 DATUA( ELEV 955.00 U7 CT RCP SPRING LINE PIPE COMPACTED SAND OR 3/4' TO 1 -1/2" CLEAR ROCK 3r, (AS DIRECTED} STABLE OR DRY CONDITIONS SAND SHALL CONFORM WITH MN /DOT SPEC. 3149 1 SPRING LINE PIPE USE AS MUCH ROCK AS ° NECESSARY TO STABLIUZE TO UNSTABLE OR WET CONDITIONS DRAWN BY' STANDARD DETAILS Rense:�: 2- 6 APPROV. BY: STORM SEWER BEDDING CITY PL Sao. ST - E COMPACTED 6 SAND OVER PIPE P.V.C. PIPE SAND BEDDING TZ' TO 4" BEDDING SAND SHALL CONFORM WITH MN /DOT SPEC, 3149 L OVER PIPE ROCK BEDDING 2 TO 4" IN GOOD MATERIAL. IF MATEIR IS UNSTABLE m m OUND I NECESSARY TO STABILIZE. PROP. CONTOUR DRAWN BY' o R 2-96 t CITY PL 111'1. PROP. ELEV. I to m �¢ g° 65' -1 RCP CL. V ❑ do aQ z ° Z 3 a m g Go Cn co _ Z CD 0 w Q 1. ALL UTILITY CONSTRUCTION SHALL BE IN CONFORMANCE PROP" FES z 12 do 0 2. ALL REQ'D PIPE & STRUCTURE BEDDING IS INCIDENTAL PROP. MH > TO INSTALLATION. lie -> - 3. TRASH GAURD IS INCIDENTAL TO F.E ek�at G�_�•,ryRR: ADJUST CASTING MANHOLE FRAME AND COVER - NEENAH R- 1642 -8 WITH TO 1/2" BELOW MACHINED BEARING SURFACE WITH 2 CONCEALED PICK FINISHED GRADE, HOLES OR APPROVED EOUAL. 2" ADJUSTING RINGS AS REOUIRED (MIN. 2, MAX. 4} FULL BED OF MORTAR BETWEEN RINGS CASTING AND ON OUTSIDE OF RINGS. < NOTE: 2 1. MANHOLES 8' DEEP OR GREATER. THE PRECAST SECTION IMMEDIATELY, BELOW 7 --�� ' • THE CONE SECTION SHALL BE V -4" '• (16') IN HEIGHT. °a 2. PROVIDE STEPS IN ALL MANHOLES OVER 4.5 FEET IN DEPTH. "0" RING GASKETS BETWEEN EACH JOINT IN MANHOLE SECTIONS. � «48" DIAMETER WHEN PIPE IS 36" ,I OR SMALLER. STEPS 16" O.C. ON 72 DIAMETER WHEN PIPE IS LARGER DOWNSTREAM SIDE THAN W. SEE ST -5 ' USE T- SECTION MANHOLE WHERE A. POSSIULE (DESIGN J) WITH OFFSET CONE CONNECTION OR PRECAST SLAB, W 0 �. FLOW - BASE: PRECAST OR POURED -IN -PLACE CONCRETE NOTE • MINIMUM SLAB THICKNESS 6' FOR le DEPTH. INCREASE THICKNESS I FOR EACH 4' OF DEPTH GREATER " THAN 14" AND REINFORCE WITH •° 6 10/10 MESH. A, • a D �' STANDARD DETAILS REYISEO: 2 -96 APPltOV. BY: STORM SEWER MANHOLE; CITY PL NO. _ ST -1 CE - W LOCATE AND CONNECT TO EX, SAN SERVICE STUB. A INSTALL 4 "x4 WYE W/ PLUG r TO BE USED FOR AIR TEST. X. eRVicE z b� L ® � f o e ® z � CL m w 970 960 DATUA( ELEV 955.00 U7 CT RCP SPRING LINE PIPE COMPACTED SAND OR 3/4' TO 1 -1/2" CLEAR ROCK 3r, (AS DIRECTED} STABLE OR DRY CONDITIONS SAND SHALL CONFORM WITH MN /DOT SPEC. 3149 1 SPRING LINE PIPE USE AS MUCH ROCK AS ° NECESSARY TO STABLIUZE TO UNSTABLE OR WET CONDITIONS DRAWN BY' STANDARD DETAILS Rense:�: 2- 6 APPROV. BY: STORM SEWER BEDDING CITY PL Sao. ST - E COMPACTED 6 SAND OVER PIPE P.V.C. PIPE SAND BEDDING TZ' TO 4" BEDDING SAND SHALL CONFORM WITH MN /DOT SPEC, 3149 L OVER PIPE ROCK BEDDING 2 TO 4" IN GOOD MATERIAL. IF MATEIR IS UNSTABLE m m OUND I NECESSARY TO STABILIZE. PROP. CONTOUR DRAWN BY' o R 2-96 t CITY PL 111'1. PROP. ELEV. I to m DRAINAGE ARROW g° 65' -1 RCP CL. V ❑ a z ° Z 3 a N 00 Eo Go Cn co _ Z CD 0 w Q 1. ALL UTILITY CONSTRUCTION SHALL BE IN CONFORMANCE PROP" FES z 12 do 0 2. ALL REQ'D PIPE & STRUCTURE BEDDING IS INCIDENTAL PROP. MH > TO INSTALLATION. lie -> - 3. TRASH GAURD IS INCIDENTAL TO F.E PROP. SAN. NYdS I- k No •r10 L ° m T 5. INSTALLATION AND MAINTENANCE OF EROSION CONTROL ITEMS APPROVED MARCH 17,1997 STATE OF MINNESOTA SPECIFICATION STANDARD 140' - 15" RCP DEPARTMENT OF TRANSPORTATION REFERENCE - - _ -lie P is '.I i° : STATE DESIGN ENGINCER BID FOR EROSION CONTROL. 3133C 0000cx=cxD '� y`k Dlsi pCY:�R ADJUST CASTING MANHOLE FRAME AND COVER - NEENAH R- 1642 -8 WITH TO 1/2" BELOW MACHINED BEARING SURFACE WITH 2 CONCEALED PICK FINISHED GRADE, HOLES OR APPROVED EOUAL. 2" ADJUSTING RINGS AS REOUIRED (MIN. 2, MAX. 4} FULL BED OF MORTAR BETWEEN RINGS CASTING AND ON OUTSIDE OF RINGS. < NOTE: 2 1. MANHOLES 8' DEEP OR GREATER. THE PRECAST SECTION IMMEDIATELY, BELOW 7 --�� ' • THE CONE SECTION SHALL BE V -4" '• (16') IN HEIGHT. °a 2. PROVIDE STEPS IN ALL MANHOLES OVER 4.5 FEET IN DEPTH. "0" RING GASKETS BETWEEN EACH JOINT IN MANHOLE SECTIONS. � «48" DIAMETER WHEN PIPE IS 36" ,I OR SMALLER. STEPS 16" O.C. ON 72 DIAMETER WHEN PIPE IS LARGER DOWNSTREAM SIDE THAN W. SEE ST -5 ' USE T- SECTION MANHOLE WHERE A. POSSIULE (DESIGN J) WITH OFFSET CONE CONNECTION OR PRECAST SLAB, W 0 �. FLOW - BASE: PRECAST OR POURED -IN -PLACE CONCRETE NOTE • MINIMUM SLAB THICKNESS 6' FOR le DEPTH. INCREASE THICKNESS I FOR EACH 4' OF DEPTH GREATER " THAN 14" AND REINFORCE WITH •° 6 10/10 MESH. A, • a D �' STANDARD DETAILS REYISEO: 2 -96 APPltOV. BY: STORM SEWER MANHOLE; CITY PL NO. _ ST -1 CE - W LOCATE AND CONNECT TO EX, SAN SERVICE STUB. A INSTALL 4 "x4 WYE W/ PLUG r TO BE USED FOR AIR TEST. X. eRVicE z b� L ® � f o e ® z � CL m w 970 960 DATUA( ELEV 955.00 U7 CT RCP SPRING LINE PIPE COMPACTED SAND OR 3/4' TO 1 -1/2" CLEAR ROCK 3r, (AS DIRECTED} STABLE OR DRY CONDITIONS SAND SHALL CONFORM WITH MN /DOT SPEC. 3149 1 SPRING LINE PIPE USE AS MUCH ROCK AS ° NECESSARY TO STABLIUZE TO UNSTABLE OR WET CONDITIONS DRAWN BY' STANDARD DETAILS Rense:�: 2- 6 APPROV. BY: STORM SEWER BEDDING CITY PL Sao. ST - E COMPACTED 6 SAND OVER PIPE P.V.C. PIPE SAND BEDDING TZ' TO 4" BEDDING SAND SHALL CONFORM WITH MN /DOT SPEC, 3149 L OVER PIPE ROCK BEDDING 2 TO 4" IN GOOD MATERIAL. IF MATEIR IS UNSTABLE m m OUND I NECESSARY TO STABILIZE. PROP. CONTOUR DRAWN BY' o R 2-96 t CITY PL 111'1. PROP. ELEV. I to m DRAINAGE ARROW g° 65' -1 RCP CL. V ❑ a z ° Z 3 a N 00 Eo Go Cn co _ Z CD 0 w Q 1. ALL UTILITY CONSTRUCTION SHALL BE IN CONFORMANCE PROP" FES OF 1988 CEAM AND CITY OF SHOREWOOD STANDARDS EX. MH 0 2. ALL REQ'D PIPE & STRUCTURE BEDDING IS INCIDENTAL PROP. MH TO INSTALLATION. w -> - 3. TRASH GAURD IS INCIDENTAL TO F.E PROP. SAN. NYdS I- k No •r10 L F T 5. INSTALLATION AND MAINTENANCE OF EROSION CONTROL ITEMS APPROVED MARCH 17,1997 STATE OF MINNESOTA SPECIFICATION STANDARD 140' - 15" RCP DEPARTMENT OF TRANSPORTATION REFERENCE PLATE - _ RIPRAP AT RCP OUTLETS '.I w STATE DESIGN ENGINCER BID FOR EROSION CONTROL. 3133C ADJUST CASTING MANHOLE FRAME AND COVER - NEENAH R- 1642 -8 WITH TO 1/2" BELOW MACHINED BEARING SURFACE WITH 2 CONCEALED PICK FINISHED GRADE, HOLES OR APPROVED EOUAL. 2" ADJUSTING RINGS AS REOUIRED (MIN. 2, MAX. 4} FULL BED OF MORTAR BETWEEN RINGS CASTING AND ON OUTSIDE OF RINGS. < NOTE: 2 1. MANHOLES 8' DEEP OR GREATER. THE PRECAST SECTION IMMEDIATELY, BELOW 7 --�� ' • THE CONE SECTION SHALL BE V -4" '• (16') IN HEIGHT. °a 2. PROVIDE STEPS IN ALL MANHOLES OVER 4.5 FEET IN DEPTH. "0" RING GASKETS BETWEEN EACH JOINT IN MANHOLE SECTIONS. � «48" DIAMETER WHEN PIPE IS 36" ,I OR SMALLER. STEPS 16" O.C. ON 72 DIAMETER WHEN PIPE IS LARGER DOWNSTREAM SIDE THAN W. SEE ST -5 ' USE T- SECTION MANHOLE WHERE A. POSSIULE (DESIGN J) WITH OFFSET CONE CONNECTION OR PRECAST SLAB, W 0 �. FLOW - BASE: PRECAST OR POURED -IN -PLACE CONCRETE NOTE • MINIMUM SLAB THICKNESS 6' FOR le DEPTH. INCREASE THICKNESS I FOR EACH 4' OF DEPTH GREATER " THAN 14" AND REINFORCE WITH •° 6 10/10 MESH. A, • a D �' STANDARD DETAILS REYISEO: 2 -96 APPltOV. BY: STORM SEWER MANHOLE; CITY PL NO. _ ST -1 CE - W LOCATE AND CONNECT TO EX, SAN SERVICE STUB. A INSTALL 4 "x4 WYE W/ PLUG r TO BE USED FOR AIR TEST. X. eRVicE z b� L ® � f o e ® z � CL m w 970 960 DATUA( ELEV 955.00 U7 CT RCP SPRING LINE PIPE COMPACTED SAND OR 3/4' TO 1 -1/2" CLEAR ROCK 3r, (AS DIRECTED} STABLE OR DRY CONDITIONS SAND SHALL CONFORM WITH MN /DOT SPEC. 3149 1 SPRING LINE PIPE USE AS MUCH ROCK AS ° NECESSARY TO STABLIUZE TO UNSTABLE OR WET CONDITIONS DRAWN BY' STANDARD DETAILS Rense:�: 2- 6 APPROV. BY: STORM SEWER BEDDING CITY PL Sao. ST - E COMPACTED 6 SAND OVER PIPE P.V.C. PIPE SAND BEDDING TZ' TO 4" BEDDING SAND SHALL CONFORM WITH MN /DOT SPEC, 3149 L OVER PIPE ROCK BEDDING 2 TO 4" IN GOOD MATERIAL. IF MATEIR IS UNSTABLE USE AS MUCH ROCK AS OUND I NECESSARY TO STABILIZE. PROP. CONTOUR DRAWN BY' STANDARD DETAILS SANITARY SEWER BEDDING R 2-96 APPROV. BY: CITY PL 111'1. PROP. ELEV. I to SS__ JUDY GLEASON PREFERRED PROPERTIES 4725 EXCELSIOR BOULEVARD SUITE 4111 SAINT LOUIS PARK, MN 55416 929 -7928 SURVEYOR: LOT SURVEYS, INC. 7601 73RD AVE. N. MPLS, MN 55428 560 -3093 ENGINEER: ROGER A. ANDERSON & ASSOC. 7415 WAYZATA BLVD., #107 MPLS, MN 55426 546 -7035 / +UU SAN MH Top= 979,30 Inv= 950.15 ••I DATUM ELEV 940.00 DESIGNED: T JG DRAWN: PSH CHECKED BY: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A D REGISTERED PROFESSIONAL ENGINEER UNDER W STATE OF MINNESOTA DATE 9 -2 97 REG. N0. 23137 i H I �I 0) rn rn EX. G OUND I o Os PROP. CONTOUR _901- - EX. ELEV. x 901.0 PROP. ELEV. I to DRAINAGE ARROW 65' -1 RCP CL. V ❑ PROF LE B N 00 Eo Go Cn co O 00 Z CD 0 w Q 1. ALL UTILITY CONSTRUCTION SHALL BE IN CONFORMANCE PROP" FES OF 1988 CEAM AND CITY OF SHOREWOOD STANDARDS JUDY GLEASON PREFERRED PROPERTIES 4725 EXCELSIOR BOULEVARD SUITE 4111 SAINT LOUIS PARK, MN 55416 929 -7928 SURVEYOR: LOT SURVEYS, INC. 7601 73RD AVE. N. MPLS, MN 55428 560 -3093 ENGINEER: ROGER A. ANDERSON & ASSOC. 7415 WAYZATA BLVD., #107 MPLS, MN 55426 546 -7035 / +UU SAN MH Top= 979,30 Inv= 950.15 ••I DATUM ELEV 940.00 DESIGNED: T JG DRAWN: PSH CHECKED BY: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A D REGISTERED PROFESSIONAL ENGINEER UNDER W STATE OF MINNESOTA DATE 9 -2 97 REG. N0. 23137 i H I �I / +00 ROGER A. ANDERSON AND ASSOCIATES INC. Land Development Municipal Railroads 7415 WAYZATA BLVD., SUITE 107, MINNEAPOLIS, MINNESOTA (612) 546 -7035 MARY LAKE A DDITIO N SH JUDY GLEASON TOP SECTION GATE VALVE BOX ER' W17H COVER MARKED D 'SEW USE PVC THREADED PLUG AND COVER AR PVC RISER PVC LONG RADIUS ELBOW PVC WYE BRANCH 3000 PSI CONCRETE ENCASEMENT 12' ALL AROUND AL NORTH 0 15 30 60 SCALE IN FEET PLAN SYMBOLS LOT LINE BUILDING SETBACK - - .- - - - PARKING SETBACK ------ - - - - -- FENCE LINE - X- X- x -X -X- SILT FENCE - - - -- - - -. WETLAND HAYBALES 0 DITCH BALES v SOIL BORING EX. CONTOUR ___901_____ PROP. CONTOUR _901- EX. ELEV. x 901.0 PROP. ELEV. I to DRAINAGE ARROW EX. CB ❑ _ rn co EX. STORM SEWER »- CONSTRUCTION NOTES: Z EX. GROU o: EX. FES Q 1. ALL UTILITY CONSTRUCTION SHALL BE IN CONFORMANCE PROP" FES OF 1988 CEAM AND CITY OF SHOREWOOD STANDARDS EX. MH 0 2. ALL REQ'D PIPE & STRUCTURE BEDDING IS INCIDENTAL PROP. MH TO INSTALLATION. w -> - 3. TRASH GAURD IS INCIDENTAL TO F.E PROP. SAN. -> I- GAS � TELEPHONE T 5. INSTALLATION AND MAINTENANCE OF EROSION CONTROL ITEMS ELECTRIC cn /� INCLUDING SILT FENCE, HAYBALES, TEMPORARY SEDIMENT 140' - 15" RCP L. V EX. LOW AREA - THESE PLANS OR AS REQUIRED BY THE CITY OF SHOREWOOD OVERHEAD POWERUNE aN w BID FOR EROSION CONTROL. RETAINING WALL 0000cx=cxD '� 1 962.0 v ® 5.68% 1 953 5 TIE LAST THREE PIPE PROFILE A � 1-0 N (0 1-1 (0 CV N I� DO N 0) 0) 0) 0) s +nn _ / +00 ROGER A. ANDERSON AND ASSOCIATES INC. Land Development Municipal Railroads 7415 WAYZATA BLVD., SUITE 107, MINNEAPOLIS, MINNESOTA (612) 546 -7035 MARY LAKE A DDITIO N SH JUDY GLEASON TOP SECTION GATE VALVE BOX ER' W17H COVER MARKED D 'SEW USE PVC THREADED PLUG AND COVER AR PVC RISER PVC LONG RADIUS ELBOW PVC WYE BRANCH 3000 PSI CONCRETE ENCASEMENT 12' ALL AROUND AL NORTH 0 15 30 60 SCALE IN FEET PLAN SYMBOLS LOT LINE BUILDING SETBACK - - .- - - - PARKING SETBACK ------ - - - - -- FENCE LINE - X- X- x -X -X- SILT FENCE - - - -- - - -. WETLAND HAYBALES 0 DITCH BALES v SOIL BORING OWNER / DEVELOPER: UTILITY PLAN 8 +00 COMM. NO. PLOTTED: 9372 DRAWING NO. 1 OF 2 EX. CONTOUR ___901_____ PROP. CONTOUR _901- EX. ELEV. x 901.0 PROP. ELEV. 901.0 DRAINAGE ARROW EX. CB ❑ PROP. CB EX. STORM SEWER »- CONSTRUCTION NOTES: PROP. STORM SEWER »- EX. FES Q 1. ALL UTILITY CONSTRUCTION SHALL BE IN CONFORMANCE PROP" FES OF 1988 CEAM AND CITY OF SHOREWOOD STANDARDS EX. MH 0 2. ALL REQ'D PIPE & STRUCTURE BEDDING IS INCIDENTAL PROP. MH TO INSTALLATION. Ex. SAN. -> - 3. TRASH GAURD IS INCIDENTAL TO F.E PROP. SAN. -> 4. SEEDING AND MULCHING OF DISTURBED AREAS IS GAS INCIDENTAL TO UTILITY CONSTRUCTION. TELEPHONE T 5. INSTALLATION AND MAINTENANCE OF EROSION CONTROL ITEMS ELECTRIC E INCLUDING SILT FENCE, HAYBALES, TEMPORARY SEDIMENT TRAPS AND SEEP /MULCH, OR ANY OTHER, AS SHOWN ON POWER POLE THESE PLANS OR AS REQUIRED BY THE CITY OF SHOREWOOD OVERHEAD POWERUNE aN AND WATERSHED DISTRICT SHALL BE INCLUDED IN THE LUMP SUM BID FOR EROSION CONTROL. RETAINING WALL 0000cx=cxD OWNER / DEVELOPER: UTILITY PLAN 8 +00 COMM. NO. PLOTTED: 9372 DRAWING NO. 1 OF 2 AL NORTH NOTES: - UTILITY` CONTRACTOR SHALL NOT REMOVE ANY TREES OUTSIDE OF UTILITY TRENCH UNLESS DIRECTED BY THE ENGINEER. ALL TREES GREATER THAN 30" IN DIAMETER SHALL NOT BE REMOVED WITHOUT NOTIFYING THE ENGINEER. - ALL TREES SHOWN ON PLAN ARE DEFINED AS BEING: 1. HARDWOOD DECIDOUS TREES MEASURING 6" IN DIA. OR GREATER OR 2. CONIFEROUS TREE MEASURING 8' OR MORE IN HEIGHT. _ �` �,, CONTRACTOR IS ADVISED THAT SMALLER TREES REQUIRING REMOVAL ARE + } NOT SHOWN ON THE PLAN. C" -0 + -' 6, + ', + + N o n+ o `� , w + + lJ C9 9 786 \ �2 976.5 fence 11n 1 PASSIVE TREE PROTECTION (T,YP.) 3 ° SEE DETAIL c� 1 C - - -- 0 t39 / EMERGENCY �� 45 ' PROPOSED - OVERFLOW + I x, ESMT. 967.5 SETBACK LINE OV.) ` t 967,8 rn 46 I APPROX. EDGE OF WATER OF WATER I i9 cr rn , o Y � SILT FENCE � 1 ri 1y 1 1 n^ 1 1± ��I 1 I I �9 s� "' 8 , 9 7 9<' ' q W � ' PROTECT IN PLACE TREES I 2.0 ♦ ; ®r POTENTIAL 0 4 , ♦ �M� ®�, GRADING (TYP� -- -�• �j � � , EX SHED, TO , tMERGENCY 8P O� n , ' BE MOVED OR r OVERFLOW \ I O' F�OO�� t �L RAZED + ss7.7t u - ' 4- ♦ 2 1O J �yg 9 joe 1 7 ° ♦ 10' D & U -' -- 2 ® G ' ESMT. (TIP.} 0- _ \ d / a C A , 5F\s TOE i , / \ 30" P r - 9) �� 0 I 3 \ ♦ % 1,'974, - I -w `, \ `\ ` 11 pt�1? / ,' 29.20 an - -, V yti� 975` )- � EX. EE (lYP') I , GAR RIV P ♦ 1 976.86LR^ o 63� e 203 5 SF a �1 / ,1C 7s.7 + ^ I It p t + 35 BUFFER I o 9,00 6.00 O � 1 rTe ; I EX. 3.0 976, 5 ' ® 8" i � ," r rSB ;' ; 4 SB HOUSE f, o Lo 3.o !? Lo 96 96 SILT FENCE I / \ ; /8 r 6 ; I �v N 97 06 2 6.08 35' S13 \ / 10' w 65 N 14" r ce DBdi ►7 r r , WETL AS ESM .- ,' DELINEATED BY \ \ "✓ / CORN ENVIRdN- CONSUL ?.N S,' IN ' PRO 6, 30" a M f 2 �UBJECT TO/ 'SPRING VERIFIC ON A ,C`O 30" P e ' ' 0 �� 3 4 4 R= 763,66 - 100 ' ' - + , 2 d s 588.0 ., L- ° 0 \5 0, =0 °01 01 ' 9 6ae -- 6 -33 E c� $ cad r 06:0 9/ , 1 °s, �8\ L 1'70 °- -83.80 °970 ° �l e ,972 - "g R= 60 rn 970.9 - - -- t° " p3� � = ;11'37 05 `, � -- 8 3.10 p L= 122 .$$ 4`c 6s k` onsN 970,.15 ° =- _ > 972,46) - 974,71 97),05 Ma;( OX , SAN MH Top= 970,18 x ' Ex. 9" PV 97 7.35 ;97g 4242 - - -9� W C inv= 950,98 SAN. SV✓R. ® 0.319 YELLOWSTONE - -- --- ---- -_ ; © 1\ T RA IL DESIGNED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED TJG BY ME OR UNDER MY DIRECT SUPERVISION AND THAT DRAWN: I AM A DULY GISTERED ROF SIGNAL ENGINEER PSH UNDER L S TA F MINNESOTA DESCRIPTION OF REVISIONS CHECKED BY: DATE 9 -2 -97 REG. N0. 23137 J , o � 1n r r Z o T� a r \ - EX. S RVIC11z 00 m I , , I L , I , EX. 60 I o I u-I 'r uj C? rn + 3 , c + N nj n EX. SEP, 4 v . 0� il 0' , e n I EX. EX. SER CV! E bo Q Ex. r SERVICE r n r , b\ '0 O Lj r � 4A z z R1 u j cl n ti W Cn n SAN MH Tap = 979.30 inv= 950.15 ROGER A. ANDERSON AND ASSOCIATES INC. Land Development Municipal Railroads 7415 WAYZATA BLVD., SUITE 107, MINNEAPOLIS, MINNESOTA (612) 546 -7035 REPRESENTS TREE TO BE REMOVED (TYP.) BASED ON CONCEPTUAL GRADING OF LOTS. MAINTAIN DRAINAGE FROM EX. PIPE VERIFY LOCATION TREE PROTECTION AREA CAUTION DO NOT ENTER Passive Protection with Rope and Sign°ge FIGURE 3 PASSIVE PROTECTION DETAIL 13 0 15 30 60 SCALE IN FEET NOTES: 1. HOUSE STYLES AND LOT GRADING FOR LOTS 1 & 2 ARE CONCEPTUAL. ACTUAL CONSTRUCTION MAY VARY WITH CUSTOM GRADING OF LOTS. 2. HOMEBUILDERS /HOMEOWNERS RESPONSIBLE FOR OBSERVING CITY REQUIREMENTS FOR TREE PRESERVATION. VARIATIONS TO THE PLAN MUST BE APPROVED BY THE CITY. 3. PASSIVE PROTECTION MEASURES TO BE INSTALLED PER DETAIL, WHERE REQUIRED. 4. ACTIVE TREE PROTECTION FENCING SHALL BE 4' HIGH ORANGE POLYETHYLENE LAMINAR SAFETY FENCING. 5. TREE REPLACEMENT RATIO SHALL BE AS FOLLOWS: A. SIGNIFICANT DECIDUOUS TREES EIGHT INCHES (8 ") DBH OR GREATER SHALL BE REPLACED BY TWO (2), TWO AND A HALF INCH (2.5 ") DBH OR GREATER DECIDUOUS TREES OR TWO, SIX -FOOT (6') HIGH CONIFEROUS TREES. A. SIGNIFICANT DECIDUOUS TREES TWELVE INCHES (12 ") DBH OR GREATER SHALL BE REPLACED BY THREE (3), TWO AND A HALF INCH (2.5 ") DBH OR GREATER DECIDUOUS TREES OR THREE (3). SIX -FOOT (6') HIGH CONIFEROUS TREES. B. SIGNIFICANT CONIFEROUS TREES SIX FEET (6') HIGH OR GREATER SHALL BE REPLACED BY ONE (1) SIX -FOOT (6') HIGH OR GREATER CONIFEROUS TREE. D. SIGNIFICANT CONIFEROUS TREES TWELVE FEET (12') HIGH OR GREATER SALL BE REPLACED BY TWO (2) SIX -FOOT (6') HIGH OR GREATER CONIFEROUS TREES. E. IN NO CASE WILL THE TOTAL NUMBER OF REPLACEMENT TREES EXCEED EIGHT (8) TREES PER ACRE. 6 CONTACT THE CITY PLANNING DEPARTMNET AT 474.3236 TO ARRANGE A PRECONSTRU07M CONFERENCE WITH THE CRY ZONING ADMINISTRATOR PRIOR TO ANY LAND DIMRBANCE ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO BUILDING CONSTRUCTION. CONTACT THE CITY OF SHOREWOOD PLANNING DEPARTMENT AT 474 FOR A SITE INSPECTION UPOON COMPLETION OF LANDSCAPE INSTALLATION, REPRESENTS TREE TO BE REMOVED ' } REPRESENTS TREE TO BE SAVED EROSION CONTROL NOTES: 1. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTIUTi_S WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCIiON, 2. ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, SEDIMENTATION BASINS OR TEMPORARY SEDMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE IN THE FOLLOWING ORDER: A. ROCK CONSTRUCTION ENTRANCES A MINIMUM OF 50 FEET. B. SILT FENCE. C' STRAW BALE BARRIERS AT NO- GUT/NO FILL LOCATIONS. D. TEMPORARY CULVERTS. E. TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES. F. STORM WATER POND CONSTRUCTION. G. COMMON EXCAVATION AND EMBANKMENT (GRADING ) H. SEED AND MULCH OR SOD. I. STRAW BALE BMRRIERS IN FINISHED GRADED AREAS. J. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER WORK. 3. GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS AND IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY IN ORDER TO PROTECT r,DJACENT PROPERTY. 4. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE ENGINEER. THE GRADING CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. 5. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT CERTIFICATION OF ALL CONTROLLED FILLS WALL BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. 6. ALL DISTURBED AREAS EXCEPT STREETS, SHALL BE COVERED WITH A MINIMUM 4' OF TOP 5611_ ALL DISTURBED AREAS SHALL BE SEEDED & MULCHED AT THE PRESCRIBED RATES WITHIN 72 HOURS OF FINAL GRADING UNLESS OTHERWISE NOTED. SEED MIX: MNOCT NO. 500 50/ /ACRE MULCH TYPE 1 2 TONS /ACRE (DISK ANCHORED) FERTILIZER: 150#/ ACRE 7. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS SHOWN ON THE PLAN WERE TAKEN FROM A PLAN FURNISHED BY OWNER. B. CONTRACTORS GRADING AND EROSION CONTROL OPERATIONS SHALL TAKE PLACE WITHIN THE CONSTRUCTION LIMITS. 9. IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE CLEANED DAILY FROM PAVED ROADWAY SURFACES THROUGHOUT THE DURATION OF CONSTR'1CTION. 10. PROVIDE TEMPORARY SEDIMENTATION BASINS AS DIRECTED BY THE ENGINEER. 11. ALL REQUIREMENTS OF THE LOCAL WATERSHED DISTRICT, SHALL BE MET, AS PER THE APPROVED PERMIT. 12. ALL EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN AND IMPLEMENTED IN THE 'FIELD AS DIRECTED BY THE ENGINEER SHALL CONFORM TO THE MPCA'S 'PROTECTING WATER QUALITY IN URBAN AREAS: BEST MANAGEMENT PRACTICES FOR MINNESOTA'. ROSIC')N CONTROL SCHEDULE OF INSTA LLA11ON & MAINTENANCE LIEM INSTALL8 INSPECTION & MAINTENANCE REMOVAL INSPECT & MAINT. AFTER TRIBUTARY PRIOR TO COMMENCEMENT AFTER EACH RUN -OFF DRAINAGE AREA IS SILT FENCE OF EARTHWORK OPERATIONS. EVENT. REMOVE SEDIMENTS RESTORED. AS REQUIRED. OUTLET SKIMMER AFTER POND GRADING INSPECT REGULARLY. PERMANENT. STRUCTURE IS COMPLETED. MAINTAIN AS NEEDED. UPON COMPLETION OF INSPECT & MAINTAIN RIP -RAP & POND GRADING, CONC. AT LEAST ANNUALLY PERMANENT. FILTER SWALE CONST. AND AND AFTER HEAVY OUTLET IN:'TALLATION. RAINFALL EVENTS. INSPECT & MAINTAIN PERMANENT. DETENTION POND DURING EARTHWORK AFTER HEAVY RAINFALL OPERATION,. EVENTS. REMOVE SEDIMENTS AS NEEDED. INSPECT & MAINTAIN NO REMOVAL SEED &MULCH AFTER FINAL GRADING AFTER HEAVY RAINS. NECESSARY. OPERATIONS. REPLACE WASH -OUT AREAS IMMEDIATELY. NOTE: CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND REMOVAL OF ALL APPLICABLE EROSION & SEDIMENT CONTROL ITEMS. MARY L A i MINNESOT JUDY GLEASON CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 454 -0002 MINNESOTA TOLL FREE 1 -800- 252 -1166 WIRE MESH REINFORCEMENT (OPTIONAL) r ENGINEERING FABRIC METAL OR WOOD 1 ' r / POST OR STAKE FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL DIRECTION OF - Ru FLOW $.INCy= MINIMUM' INCH MINIMUM NOTE DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE IMRE% OR WOOD POSTS WITH STAPLES. TYPICAL INSTALLATION FOR SIT FENCE (SECTION 8.3, MPCA'S 'BEST MANAGEMENT PRACTICES") I!i e MINIMUM - 1 -2 WASHED 80' MINIMUM 0 �opo io ° o ° ° O ° Oo 0 0 0 i °o °o °000e ° oo °o ° °o ° o Q? ? ° 0 °_0_ 6_° `1 G °OO `11 `1 ° ° e]15?.� / ° o° ° 0? ° 0 `11 12 ° e?o ?e 0 `1 ROCK CONSTRUCTION ENTRANCE NOT TO SCALE GRADING, EROSION CONTRO & TREE PROTECTION PLAN COMM. NO. PLOTTED: 9372 DRAWING NO. 2OF2