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Plans dated Received 10-04-2013C B I ARCHITECTURAL DRAWING INDEX A000 Cover Sheet A100 Floor Plan A200 Exterior Elevations A210 Exterior Perspectives Project Team OWNER NHH Chanhassen Partners, LLC Contact: Adam Seraphine 612 - 716 -9052 adam@nhhproperties.com ARCHITECT DJR Architecture, Inc. 333 Washington Avenue N Union Plaza, Suite 210 Minneapolis, MN 55401 Contact: Sheldon Berg 612.676.2719 612.676.2796 (fax) sberg @djr- inc.com CIVIL Civil Site Group Inc. 4931 W. 35th St. - Suite 200 St. Louis Park, MN 55416 Contact: Patrick Sarver 952- 250 -2003 psawer@ci,Alsitegroup.com Site Nlap � rvee fl wh J Q— ran eo 3 v k. p�s° ' } rni vai z � o0 wn � W>BU S[ Wlem h q • w 3 2 S �p lres ' _ ma lake SUan M� =�o, pKe m °'InYeu rXllb m eiwl eaewu ewnW CWh °5 4 3 2 1 U Z_o N a 0 W m o �z N� Ua`� w °�0 O N O N t am 2 om N (0 C M Q C T CIVIL DRAWING INDEX S1 Survey C1.0 Removals Plan C2.0 Site Plan C3.0 Grading Plan C4.0 Utility Plan C5.0 SWPPP1 oft C5.1 SWPPP 2of2 C6.0 Details City C6.1 Details City C6.2 Details City C7.0 Landscape Plan Project Team OWNER NHH Chanhassen Partners, LLC Contact: Adam Seraphine 612 - 716 -9052 adam@nhhproperties.com ARCHITECT DJR Architecture, Inc. 333 Washington Avenue N Union Plaza, Suite 210 Minneapolis, MN 55401 Contact: Sheldon Berg 612.676.2719 612.676.2796 (fax) sberg @djr- inc.com CIVIL Civil Site Group Inc. 4931 W. 35th St. - Suite 200 St. Louis Park, MN 55416 Contact: Patrick Sarver 952- 250 -2003 psawer@ci,Alsitegroup.com Site Nlap � rvee fl wh J Q— ran eo 3 v k. p�s° ' } rni vai z � o0 wn � W>BU S[ Wlem h q • w 3 2 S �p lres ' _ ma lake SUan M� =�o, pKe m °'InYeu rXllb m eiwl eaewu ewnW CWh °5 4 3 2 1 U Z_o N a 0 W m o �z N� Ua`� w °�0 O N O N t am 2 om N (0 C M Q C T O E T. 9 `OED 0 aft' �a�Lo a zl 1.0 _ a a�z�� 302 '`o n>'t' `mom U C Y m m Qla Cz N N z w A Q_ z rn///�� 2 /V'^) U VJ o w (z w m rn z a ww w U° m lwo< w J 5 V 7 0 z 0 v v v 0 w v 'm rc v W c a VJ rc o L m C) �0 A000 0 � o a a U C Y m m 3 m O N N L a D D U v 0 w v 'm rc v W c a VJ rc o L m C) �0 A000 N O O D N 6'- 101/4" 42' -0" 6' -0" 2' -0" 6' -0" 6' -0" 6' -0" 6' -0" 6' -0" 6' -0" 6' -0" r ao O u 0 o i �D z C,,b C5 8V Cb OV 0 w A O O A W A W A N A � O A W A O O A V� O ;4 O., Y O, c>: dg, cgl Q O, c>: dg, 8 O, W A Z O N O O Chanhassen Gateway 7905 GREAT PLAINS BOULEVARD, CHANHASSEN, MN 55317 Copyright 20130JR Architecture, Inc OFloor Plan O I c� O, 8 O, 0 dg, o, dg, 01 dg, 's J J N J N O O N O rn N I W 1 A Issue: Site Plan Review Date: 10 -4 -13 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Aoorover PRINT NAME SIGNATURE P oect #: 113 -0083 nesinner 1n -4 -13 REGIS RATION NUMBER DATE Date: 104-13 CLIENT CONTRACTOR STRUCTURAL CIVIL Drawn by: CW Checked by: SB DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 vvww.djr- inc.com 0 n IN D 0 Qo 0 c B A EAST EXTERIOR ELEVATION 1/8" = V-0.. PUBLIC WAY PERCENTAGE OF GLAZING < 12' ABOVE GRADE HIGHWAY 5 (SOUTHEAST) ELEVATION = 50% CORNER (SOUTH) ELEVATION = 54% GREAT PLAINS BLVD. (WEST) ELEVATION = 50% PARKING LOT ELEVATION 1/8" = V-0.. WEST EXTERIOR ELEVATION 1/8" = V-0.. SEE Al /A200 FOR TYPICAL NOTES Lev 00 el 0" 1 1' - SEE Al /A200 FOR TYPICAL NOTES _ Level 100' - 0" SEE Al /A200 FOR TYPICAL NOTES Level 1 1001- 0" ( Al nlu P=V vr 1 O CLC VHI I U N PREFINISHED METAL PARAPET CAPS,TYP. PREFINISHED METAL PANEL PREFINISHED METAL OVERHANG CLEAR ANNODIZED ALUMINUM STOREFRONT W/ INSULATED GLAZING PREFINISHED METAL SUN LOUVERS STONE VENEER STUCCO Level 1 0' 10 - -0 CAST STONE SILL INTEGRAL COLOR BURNISHED BLOCK VENEER 4 3 2 1 U Z_o N U "cc)) W'� 0 U:), L LL105 o CLO _ =m j N (D CN C_ �mgro c� T O E v U O J c .10 W O N N N O E ry W N O E L Sv�CD M m n O_ U Oi V r W O W C r N N w W n U C W W r M N N Z Z w c U n, W _ z A A `v J O 0 c U z ^�J i w U0 0 c+� ro 0 0 c+� u U m 0 N 1 n m c 0 0 3 v v c m a v N jn m F� yr co a w � L 0 tt o .L LIJ J_ 7_ V J Q F V rc w w 0 u a rc z 0 u I F Z u h 2, m Y U U 0 a c � m m � 0 0 U A200 N O Chanhassen Gateway 7905 GREAT PLAINS BOULEVARD, CHANHASSEN, MN 55317 : Exterior Perspectives Issue Date: Project #: 113 -0083 Site Plan Review 10.413 Date: 10 -4 -13 Drawn by: CW Checked by: SB hereby certify Nat this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Aoorover ,REM NwuIE DJR ARCHITECTURE, INC SIGNATURE 333 Washington Ave N, Suite 210 Des'nner 10 -4 -13 Minneapolis, Minnesota 55401 REGI RATION NU.dER TRIE 612.676.2700 ww .djr- ine.com CLIENT CONTRACTOR STRUCTURAL CIVIL 3 Q 00 m O 63 0 Z .3 0 0 0 0 Ln O I To N I TO 63 C 0 CL I N I r� O 0 Ln 0 3 0 0 0 a� 0 a� 0 0 U T Ln 00 00 0 z U J 0 O U] J d 0 B u U V) w O 04 sg Q 0 Z�ZOw � zwzSz o ~�_o� NI- Uo~wo �N z,t a� O rN Ua 0 3:(8 vv) N • m• STREET LIGHT w z w z Q Q U I U Q Q I 0 0 z l z D D m I m 010 N 89'314'31 " /en cc'\ i b I z Q JIZ U_ w I Q OfI~ z z D 0 I O m m x � 0 O o z z I I© 0 ' - LJ TELE. BOXES STOP SIGN FOUND "x" 77.53 IN CONCRETE "N" 15 FT. SEWER EASEMENT AREA 4z 6H-T- — BLDG. TO PL RECORD DIMENSION 61.7 FT. : _ �� 2 . 0 . briw �, URRENT OWNER: BROWN PR PID: 25 870010 CARVER COUNTY RECORDER DOC.: UNKNOWN CURRENT USE: CAR WASH ® J aI: ow METER— o CAR WASH I' rn _ m BUILDING HEIGHT: LOT 2 I LOT 3 CURRENT OWNER: BLOCK 1 BLOCK 1 G LPIDP 2052870I030LLC GATEWAY EAST CARVER COUNTY RECORDER ATEWAY EAST DOC.: UNKNOWN D CITY OF CHANHASSEN CURRENT USE: RETAIL STORE CARVER COUNTY NER: F INESOTA TAINT OIL C 0020 B Lily RECORDER SI (N89' 1 E) C.: UNK (335.35 RENT USE: 1 4p O FOUND 3/4" OPEN PI OUND 3 E 11 VV,, ID f' /N 77.67 5 WHITE ID CAP OW ID CAP W ID C X62.6 "7125" P T OF THE "77 ANITARY 2663" 15 FT, SEWER EASEMENT — — F NE 15 FT. SEWER MENT mm7n. - - - -- q �ix 4' OPEN P 0 FT. REAR p 3' T1 1 F ' 220 FT. REAR W/YELLOW P S K LINEfe nq CITY CHANHASS SETBACK LINE 3 ° o CARV UNTY STATE OF MI OTA� a LOG. TO PL.m N ° 44.0 FLO o ASPH LT DRIVE �/ �� BUSINE 61.9 FT. m SURVEY AREA: CONCRETE PARKING �� F AREA 49 1345ACRES �I LOT IN FAIR CONDITION aao m�` LIGHT o 0�� / N I REA CA OPY TO PL. zz� CURRENT OW LIGHT II STOP 53.9 FT. %%/ a �t i MOCO AMERICAN OIL COMPANY SIGN � w � VACUUM PID: 250132000 Izr° P ° I m CARVER COUNTY RECORDER DOC.: UNKNOWN U o � AIR z 1- U C PRESSOR CURRENT USE: w 00 i Y o a GAS` PUMP GAS MP GAS PUMP G S STATION AND CAR WASH IOM III > 2 a 0 w 1 LAND ISL D ISLAND A EA U c0 � a0 nw �/ / S�`� LI HT N!n � o� oS d w 3 Z 2 w a z z W I vcMO �II� v BLDG. TO PL. oz w O 60.2 FT. w a v ® 7. b 1 lfp Q mm OVA UUM �5 4 Iw M AREA ' �,— BUILDING AREA: `* O z Y FU L to h+-Ilo I LIGHT 1,029.9 SQ. FT.� \ N O Q TA K\Ih��n UILDING HEIGHT. \ VEN - — 10.6 FT \` o_ w J ? z N U � Q w O LIGHT �E °�\ o �? r PEE`G S� / / �P�O ire. B DG. PL. wo ��^11 I CQ) II eox 60.4 - — - 44.2 . a ❑ SQL / / / E�PE / / Z �4 3 I - W p MAIL w BUILDING ADDRESS: / PAY a w II FL R z z NOT POSTED /i PHONE O / E J J PL TER o � ONE STORY METAL CANOPY/ / / �0S Iw Q I U II on s CANOPY HEIGHT: /� �0 P' ¢ 16.5 FT. �I> I Q 13 U L, m G PUMP GAS MP GAS MP 01'`Oo PG / / / a ° n w Q AND ISL NO •0 �� / / / / 000 zI �j m g I I N n a��~ [ Of ~ B O 'E i \lq�� 0p B�cmic mz� IW of SIG O0, �// ERO E S 95ti• sICHBOX pE E• / / / I ' Z �1 T��yT,y o gL 0' E,'E0 C� E�;. �0• �C� / / / / / ONCRETE PARKING / FFC � 95ps160 LOI 11 CONDITION •� / / / / GHT P�E\G` I 3 ?ry c (S 89'50'18'W) R t�PEG� / / / 05� o J ® r 34.38' (35.67) N ? 9T - ..W.: CON PARCEL 2098 SIGNE I I / I SIGN / / Ile STOR I INLET Q•rP STORM TRAF w I T O I U U F, o I o STOR / / / / / / / �� / / NOTES CORRESPONDING TO SCHEDULE "B": m I m INLE 1 THIS SURVEY IS BASED ON A TITLE REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT FILE NO. CA STORM a I z I w o m ELEC. rnnFFic / / 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004 AT 7:00 A.M. B< I z 1 zz I o I Z OM.H. SIGN 2M INLET z J J TRA FIC SIGNA MAST A T A STORM I I o ITEMS NOT LISTED BELOW ARE STANDARD TITLE EXCEPTIONS AND /OR ARE NOT MATTERS OR ISSUES THAT INLET 1 a I I / / / / / PERTAIN TO THIS SURVEY. s c2 v� EASEMENT FOR SEWER LINE GRANTED TO VILLAGE OF CHANHASSEN AS CREATED IN BOOK 103 DEEDS, PAGE 83 m 1 m LEC. / / �RP / / / / 15 AS DOCUMENT N0. 11105 DATED JANUARY 18, 1971 FILED FEBRUARY 3, 1971. THIS ITEM AFFECTS THE SUBJECT I I M.H. 000 o PROPERTY AND THEREFORE HAS BEEN PLOTTED HEREON. 1 0 0 MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 104 FILED JANUARY 28, 1991 AS / o DOCUMENT N0. 121251. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND THEREFORE HAS BEEN PLOTTED 45;1 Oj / / °� / HEREON. Iv / / / / STATEMENT OF ENCROACHMENTS: THE CURB ENCROACHES ON TO THE SUBJECT PROPERTY BY 1.2 FEET ON THE WESTERLY END AND BY 0.7 FEET ON THE EASTERLY END. S\G / EE`G / / ZONING: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT: Op 1 / / STANDARDS: ZONED: "BH" HIGHWAY AND BUSINESS SERVICES DISTRICT ARTICLE XVII REQUIREMENTS: / E`G FRONT YARD DEPTH LEAST WIDTH ON REAR YARD DEPTH MINIMUM LOT AREA BUILDING HEIGHT / LIP- / / 0�0 �R ANY ONE SIDE IN SQUARE FEET STORIES / 00 25 FEET 10 FEET 20 FEET 20,000 9 PS•( E REFERENCED TO SECTION 20, OFF STREET PARKING AND LOADING SPACE REQUIREMENTS. CODE NO. 21 -1124 GRAPHIC SCALE ONE SPACE PER GAS PUMP ISLAND 0 30 60 TYPE OF TOTAL NUMBER OF SOURCE OF ZONING INFORMATION: � SPACE: EXISTING SPACES REQUIRED JOSH MITZER 1 Inch = 30 Ft. SPACES: BY ZONING: PLANNING DEPARTMENT 7700 MARKET BOULEVARD STANDARD: 3 5 CHANHASSEN, MINNESOTA 55317 HANDICAP : 0 1 PH.: 952 -227 -1100 COMPACT: 0 0 TOTAL 3 6 STATE OF MINNESOTA STATEMENT OF GENERAL NOTES: THERE IS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS, ON THE SUBJECT PROPERTY, WITHIN THE LAST CALENDAR YEAR. THERE IS NO KNOWLEDGE OF COMPLETED OR PROPOSED RIGHT OF WAY CHANGES FROM THE CONTROLLING JURISDICTIONS. THERE WAS NO OBSERVABLE EVIDENCE THAT THE SUBJECT PROPERTY HAS BEEN LISTED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. THERE WAS NO OBSERVED EVIDENCE THAT THE SUBJECT PROPERTY OR ADJOINING PROPERTIES, HAVE OR WERE USED AS A CEMETERY. GENERAL UTILITY NOTE: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES SHOWN HEREON CALL BEFORE YOU DIG! MINNESOTA — GOPHER 800 - 252 -1166 ALTA /ACSM LAND TITLE & DESIGN SURVEY CAMELOT CONVENIENCE / B.P. STATION 7905 GREAT PLAINS BOULEVARD, CHANHASSEN, MINNESOTA 55317 TITLE COMMITMENT LEGAL DESCRIPTION: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1 /4 OF NE1 /4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116), RANGE TWENTY -THREE (23), CARVER COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1 /4 OF NE1 /4); THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1 /4 OF NE1 /4), SEVEN HUNDRED TWENTY -TWO AND SEVEN TENTHS ) ( 722.7 FEET TO THE ACTUAL POINT OF BEGINNING' THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY -SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY -FOUR AND EIGHTY -FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WITH AND ONE HUNDRED THIRTY -TWO 132 FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY LINE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY -FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1 /4 OF NE1 /4) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY -SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY NO. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5 NINETY -SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO.101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO. 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1 /4 OF NE1 /4); THENCE NORTHERLY ALONG SAID WEST LINE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST, ACCORDING TO THE PLAT THEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. SURVEY LEGAL DESCRIPTION: A SURVEY OF THAT PART OF NW 1/a OF THE NE 1/4, SECTION 13, TOWNSHIP 116 NORTH, RANGE 19 WEST, OF THE 5TH P.M., CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NW CORNER OF THE NW 1/4 OF THE NE 1/4; THENCE S00'25'29 "E 722.7 FEET ALONG THE WESTERLY LINE OF SAID QUARTER; THENCE N8934'31 "E 60.66 FEET ALONG A LINE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 101, AND THE POINT OF BEGINNING; THENCE CONTINUING N89'34'31 "E 335.35 FEET ALONG A LINE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER; THENCE S74'04'29 "E 62.66 FEET TO A POINT OF THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5; THENCE S59'02'31" 354.52 FEET ALONG THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5 TO THE EASTERLY CORNER OF PARCEL 209B OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10 -4; THENCE S89'50'18 "W 34.38 FEET ALONG THE NORTHERLY LINE OF PARCEL 209B TO THE WESTERLY CORNER OF SAID PARCEL 20913; THENCE N59'25'32W 65.53 FEET TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 101; THENCE N00'11'00 "E 163.84 FEET ALONG THE EASTERLY RIGHT OF WAY LINE STATE TRUNK HIGHWAY NO. 101 TO THE POINT OF BEGINNING, CONTAINING 49,414.5 SQUARE FEET, OR 1.134 ACRES. THE PROPERTY DESCRIBED ABOVE IS THE SAME PROPERTY AS THAT DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT NUMBER CA 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004, AT 7:00 A.M. BASIS OF BEARINGS: THE BEARING OF SDO'25'29E ALONG THE WESTERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 13, T116N, R23W, OF THE 5TH P.M., IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, WAS USED AS THE BASIS OF BEARING FOR THIS SURVEY. ACCESS STATEMENT: ACCESS TO THE SUBJECT PROPERTY IS GAINED DIRECTLY ON THE WEST SIDE OF THE SUBJECT PROPERTY VIA GREAT PLAINS BOULEVARD, ALSO KNOWN AS STATE TRUNK HIGHWAY 101, A VARIABLE WIDTH PUBLIC RIGHT OF WAY, ALL IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA. F.E.M.A. FLOOD ZONE DATA: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S (F.E.M.A.), FLOOD INSURANCE RATE MAP (F.I.R.M.), EFFECTIVE DATE: JULY 2, 1979, THE PROPERTY SHOWN HEREON LIES WITHIN ZONE "C" OF THE COMMUNITY PANEL NUMBER 270051 005 B. THE SUBJECT PROPERTY IS NOT WITHIN A DESIGNATED FLOOD SURVEYOR'S CERTIFICATION: TO: CAMELOT CONVIENCE & QUALITY FUEL & FOOD, BP PRODUCTS NORTH AMERICA, INC., ROSA ARCHITECTURAL GROUP, AND CHICAGO TITLE INSURANCE COMPANY, THEIR SUCCESSORS AND ASSIGNS; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (i) IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 1 -4, 5, 6, 7(a) -(c), 8 -10, 11(a & b) AND 13 -16 OF TABLE A THEREOF, AND (ii) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA, NSPS AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION), THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA /ACSM LAND TITLE SURVEYS ". 06/24/2011 " 1NESp " T4'' , ' : Kirk D. Esehliman --------------------------------------- - - - - -- _ *: 22663 KIRK D. ESCHLIMAN, PLS, MINNESOTA LICENSE NO. 22663 Waterloo MY LICENSE RENEWAL DATE IS: JUNE 30, 2012 06% Iowa e SHEETS COVERED BY THIS SIGNATURE & SEAL: SHEET 1 OF 1 %Lq�,b•••••••�',��•p4L,'` DATE OF ORIGINAL SURVEY: JULY 01, 2005 DATE OF UPDATE SURVEY: DECEMBER 09, 2010 DATE OF LAST REVISION: JUNE 24, 2011 TITLE REPORT BY: CHICAGO TITLE INSURANCE COMPANY ORDER NO.: CA 24384 EFFECTIVE DATE: OCTOBER 27, 2004 AT 7:00 A.M. f CERTIFICATION DEFINED: THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" BY A LICENSED PROFESSIONAL LAND SURVEYOR, IN THE PRACTICE OF LAND SURVEYING, CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OF FINDINGS WHICH ARE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTY, EITHER EXPRESS OR IMPLIED. *PER SECTION 6735.5 OF THE BUSINESS AND PROFESSIONAL CODE SYMBOL AND ABBREVIATION LEGEND: "N" DENOTES: NORTH DIRECTION 0.00' DENOTES: RECORD DIMENSION "S" DENOTES: SOUTH (DIRECTION) (0." 00') DENOTES: FIELD DIMENSION "E" DENOTES: EAST DIRECTION) *" DENOTES: ASSUMED BEARING "W" DENOTES: WEST DIRECTION) DENOTES: SURVEY MONUMENT FOUND "BRG." DENOTES: BEARING (ANGULAR MEASUREMENT) "O" DENOTES: 1/2" IRON PIN & CAP SET DENOTES: DEGREES (ANGULAR MEASUREMENT) "A" DENOTES: STONE MONUMENT FOUND DENOTES: MINUTES (ANGULAR MEASUREMENT) "A" DENOTES: CONCRETE MONUMENT FOUND DENOTES: SECONDS (ANGULAR MEASUREMENT) "11111' DENOTES: RAIL ROAD SPIKE FOUND DENOTES: DELTA (CURVE MEASUREMENT) "o' DENOTES: RAIL ROAD SPIKE SET " R DENOTES: RADIUS (CURVE MEASUREMENT) "x" DENOTES: P.K. NAIL FOUND " T DENOTES: TANGENT (CURVE MEASUREMENT) "tt" DENOTES: P.K. NAIL SET " L DENOTES: LENGTH (CURVE MEASUREMENT) DENOTES: WATER VALVE "CHD." DENOTES: CHORD (CURVE MEASUREMENT) DENOTES: FIRE HYDRANT "FT." DENOTES: FOOT OR FEET (LINEAR MEASUREMENT) "AUX." DENOTES: AUXILIARY DENOTES: FEET or FOOT (LINEAR MEASUREMENT) "P. L." DENOTES: PROPERTY LINE DENOTES: INCHES (LINEAR MEASUREMENT) "FC." DENOTES: FENCE L. F." DENOTES: LINEAL FEET (LINEAR MEASUREMENT) "COR." DENOTES: CORNER "SQ." DENOTES: SQUARE (AREA MEASUREMENT) "HT." DENOTES: HEIGHT "D.I.P." DENOTES: DUCTILE IRON PIPE (WATER) "DIA." DENOTES: DIAMETER "V.C.P." DENOTES: VITRIFIED CLAY PIPE (SANITARY) "A.C.C." DENOTES: ASPHALTIC CEMENT CONCRETE "R. C. P. DENOTES: REINFORCED CONCRETE PIPE (STORM) "P. C. C." DENOTES: PORTLAND CEMENT CONCRETE "NAT." DENOTES: NATURAL (NATURAL GAS) "BLDG" DENOTES: BUILDING "ELEC." DENOTES: ELECTRIC "PKG." DENOTES: PARKING "HR." DENOTES: HOUR STATE OF MINNESOTA STATEMENT OF GENERAL NOTES: THERE IS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS, ON THE SUBJECT PROPERTY, WITHIN THE LAST CALENDAR YEAR. THERE IS NO KNOWLEDGE OF COMPLETED OR PROPOSED RIGHT OF WAY CHANGES FROM THE CONTROLLING JURISDICTIONS. THERE WAS NO OBSERVABLE EVIDENCE THAT THE SUBJECT PROPERTY HAS BEEN LISTED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. THERE WAS NO OBSERVED EVIDENCE THAT THE SUBJECT PROPERTY OR ADJOINING PROPERTIES, HAVE OR WERE USED AS A CEMETERY. GENERAL UTILITY NOTE: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES SHOWN HEREON CALL BEFORE YOU DIG! MINNESOTA — GOPHER 800 - 252 -1166 ALTA /ACSM LAND TITLE & DESIGN SURVEY CAMELOT CONVENIENCE / B.P. STATION 7905 GREAT PLAINS BOULEVARD, CHANHASSEN, MINNESOTA 55317 TITLE COMMITMENT LEGAL DESCRIPTION: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1 /4 OF NE1 /4) OF SECTION THIRTEEN (13), TOWNSHIP ONE HUNDRED SIXTEEN (116), RANGE TWENTY -THREE (23), CARVER COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1 /4 OF NE1 /4); THENCE SOUTH ALONG WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW1 /4 OF NE1 /4), SEVEN HUNDRED TWENTY -TWO AND SEVEN TENTHS ) ( 722.7 FEET TO THE ACTUAL POINT OF BEGINNING' THENCE EAST AT RIGHT ANGLES THREE HUNDRED NINETY -SIX (396) FEET; THENCE NORTH AT RIGHT ANGLES FORTY -FOUR AND EIGHTY -FIVE HUNDREDTHS (44.85) FEET; THENCE NORTHEASTERLY ON A LINE PARALLEL WITH AND ONE HUNDRED THIRTY -TWO 132 FEET SOUTH OF THE SOUTHERLY RIGHT OF WAY LINE OF CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD A DISTANCE OF ONE HUNDRED SEVENTY AND TWENTY -FIVE HUNDREDTHS (170.25) FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1 /4 OF NE1 /4) TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5; THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY LINE FOUR HUNDRED NINETY -SIX (496) FEET, MORE OF LESS, TO A POINT BEING ONE HUNDRED (100) FEET NORTHEASTERLY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE EASTERLY RIGHT OF WAY EXTEND OF TRUNK HIGHWAY NO. 101; THENCE NORTHWESTERLY ALONG THE NORTHERLY RIGHT OF WAY LINE OF NEW TRUNK HIGHWAY NO. 5 NINETY -SIX (96) FEET, MORE OF LESS, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TRUNK HIGHWAY NO. 101, SAID POINT BEING ONE HUNDRED (100) FEET NORTHERLY FROM THE INTERSECTION OF NEW TRUNK HIGHWAY NO. 5 RIGHT OF WAY LINE AND TRUNK HIGHWAY NO.101 RIGHT OF WAY LINE EXTENDED; THENCE WESTERLY ALONG NORTHERLY RIGHT OF WAY LINE OF THE NEW TRUNK HIGHWAY NO. 5 ACROSS TRUNK HIGHWAY NO. 101 TO THE INTERSECTION WITH THE WEST LINE OF SAID NORTHWEST QUARTER OF NORTHEAST QUARTER (NW1 /4 OF NE1 /4); THENCE NORTHERLY ALONG SAID WEST LINE TO THE ACTUAL POINT OF BEGINNING, AND SITUATE IN CARVER COUNTY, MINNESOTA, EXCEPT THE PLAT OF GATEWAY EAST, ACCORDING TO THE PLAT THEREOF ON FILE OR OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, CARVER COUNTY, MINNESOTA. SURVEY LEGAL DESCRIPTION: A SURVEY OF THAT PART OF NW 1/a OF THE NE 1/4, SECTION 13, TOWNSHIP 116 NORTH, RANGE 19 WEST, OF THE 5TH P.M., CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NW CORNER OF THE NW 1/4 OF THE NE 1/4; THENCE S00'25'29 "E 722.7 FEET ALONG THE WESTERLY LINE OF SAID QUARTER; THENCE N8934'31 "E 60.66 FEET ALONG A LINE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 101, AND THE POINT OF BEGINNING; THENCE CONTINUING N89'34'31 "E 335.35 FEET ALONG A LINE PERPENDICULAR TO THE WESTERLY LINE OF SAID QUARTER; THENCE S74'04'29 "E 62.66 FEET TO A POINT OF THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5; THENCE S59'02'31" 354.52 FEET ALONG THE NORTHERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 5 TO THE EASTERLY CORNER OF PARCEL 209B OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10 -4; THENCE S89'50'18 "W 34.38 FEET ALONG THE NORTHERLY LINE OF PARCEL 209B TO THE WESTERLY CORNER OF SAID PARCEL 20913; THENCE N59'25'32W 65.53 FEET TO A POINT OF THE EASTERLY RIGHT OF WAY LINE OF STATE TRUNK HIGHWAY NO. 101; THENCE N00'11'00 "E 163.84 FEET ALONG THE EASTERLY RIGHT OF WAY LINE STATE TRUNK HIGHWAY NO. 101 TO THE POINT OF BEGINNING, CONTAINING 49,414.5 SQUARE FEET, OR 1.134 ACRES. THE PROPERTY DESCRIBED ABOVE IS THE SAME PROPERTY AS THAT DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT NUMBER CA 24384, WITH AN EFFECTIVE DATE OF OCTOBER 27, 2004, AT 7:00 A.M. BASIS OF BEARINGS: THE BEARING OF SDO'25'29E ALONG THE WESTERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 13, T116N, R23W, OF THE 5TH P.M., IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA, WAS USED AS THE BASIS OF BEARING FOR THIS SURVEY. ACCESS STATEMENT: ACCESS TO THE SUBJECT PROPERTY IS GAINED DIRECTLY ON THE WEST SIDE OF THE SUBJECT PROPERTY VIA GREAT PLAINS BOULEVARD, ALSO KNOWN AS STATE TRUNK HIGHWAY 101, A VARIABLE WIDTH PUBLIC RIGHT OF WAY, ALL IN THE CITY OF CHANHASSEN, CARVER COUNTY, STATE OF MINNESOTA. F.E.M.A. FLOOD ZONE DATA: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S (F.E.M.A.), FLOOD INSURANCE RATE MAP (F.I.R.M.), EFFECTIVE DATE: JULY 2, 1979, THE PROPERTY SHOWN HEREON LIES WITHIN ZONE "C" OF THE COMMUNITY PANEL NUMBER 270051 005 B. THE SUBJECT PROPERTY IS NOT WITHIN A DESIGNATED FLOOD SURVEYOR'S CERTIFICATION: TO: CAMELOT CONVIENCE & QUALITY FUEL & FOOD, BP PRODUCTS NORTH AMERICA, INC., ROSA ARCHITECTURAL GROUP, AND CHICAGO TITLE INSURANCE COMPANY, THEIR SUCCESSORS AND ASSIGNS; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (i) IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 1 -4, 5, 6, 7(a) -(c), 8 -10, 11(a & b) AND 13 -16 OF TABLE A THEREOF, AND (ii) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA, NSPS AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION), THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA /ACSM LAND TITLE SURVEYS ". 06/24/2011 " 1NESp " T4'' , ' : Kirk D. Esehliman --------------------------------------- - - - - -- _ *: 22663 KIRK D. ESCHLIMAN, PLS, MINNESOTA LICENSE NO. 22663 Waterloo MY LICENSE RENEWAL DATE IS: JUNE 30, 2012 06% Iowa e SHEETS COVERED BY THIS SIGNATURE & SEAL: SHEET 1 OF 1 %Lq�,b•••••••�',��•p4L,'` DATE OF ORIGINAL SURVEY: JULY 01, 2005 DATE OF UPDATE SURVEY: DECEMBER 09, 2010 DATE OF LAST REVISION: JUNE 24, 2011 TITLE REPORT BY: CHICAGO TITLE INSURANCE COMPANY ORDER NO.: CA 24384 EFFECTIVE DATE: OCTOBER 27, 2004 AT 7:00 A.M. f CERTIFICATION DEFINED: THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" BY A LICENSED PROFESSIONAL LAND SURVEYOR, IN THE PRACTICE OF LAND SURVEYING, CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OF FINDINGS WHICH ARE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTY, EITHER EXPRESS OR IMPLIED. *PER SECTION 6735.5 OF THE BUSINESS AND PROFESSIONAL CODE 0_ N I� Ln N N N or, O cn M • covolsem ❑ II ''' i ite I u II G R O U P 4931 W. 35TH ST. SUITE 200 I ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763- 213 -3944 952 - 250 -2003 I,-;4- I W 00 I� 1`6 100 CO I_ I � � I � j O � 1000 1zI vi I CO I ICI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LEGEND: REMOVAL NOTES: SEE SITE SURVEY FOR EXISTING ITEMS LEGEND AND SYMBOLS - -- -932 - -- x 932 � D Y*** EX. 1' CONTOUR ELEVATION INTERVAL EXISTING SPOT GRADE ELEVATION DRAINAGE ARROW :IMP,CM0Ikll4S9 *1! N 3 I',11I4310V:161 13141NP►. PAVEMENT REMOVAL AND EXCAVATION (AND REPLACEMENT) FOR INSTALLATION OF UTILITIES REMOVE BUILDING, BLOCK, & FOUNDATIONS INCLUDING OVERHEAD CANOPY STRUCTURE AND FOOTINGS, ALL UNDERGROUND FACILITIES AND APPURTENANCES ROCK CONSTRUCTION ENTRANCE REMOVE TREE GOPHER STATE ONE CALL VWWV.GOPHERSTATEONECALL.ORG (800) 252 -1166 TOLL FREE (651) 454 -0002 LOCAL ,i ♦ t = J i 1. CONSTRUCTION REMOVALS SEQUENCING IS PLANNED AS FOLLOWS: 1.1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 1.2. INSTALL SILT FENCE AROUND SITE, & INLET PROTECTION IN AND AROUND CATCH BASINS. 1.3. CLEAR AND GRUB REMAINDER OF SITE 1.4. PREP AND TRANSITION TO NEW CONSTRUCTION ACTIVITIES 2. REMOVALS DISTURBANCE LENGTH OF TIME: 2.1. THE REMOVALS TIMING FOR THIS PROJECT IS EXPECTED TO LAST 15 -30 DAYS UNTIL THE START OF NEW CONSTRUCTION. 3. TEMPORARY AND PERMANENT STABILIZATION: 3.1. FOLLOWING INITIAL SOIL DISTURBANCE OR RE- DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); EMBANKMENTS OF PONDS, BASINS, AND TRAPS; AND WITHIN FOURTEEN (14) DAYS ON ALL OTHER DISTURBED OR GRADED AREAS. SEE PROPOSED LANDSCAPE PLAN FOR FINAL STABILIZATION MEASURES. 4. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN (SHEET C5.0 & C5.1) FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN AFTER DEMOLITION AND REMOVALS ARE COMPLETE. 5. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 6. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 7. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 8. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF -SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 9. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED WORK -SEE SHEETS LAYOUT AND GRADING PLANS - SHEETS 10. EXISTING ON -SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 11. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN -UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 12. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. 13. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER /LANDSCAPE ARCHITECT OR IN ACCORDANCE TO THE CITY. 14. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 15. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE TO THE CITY. 16. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. (SI'4 0 62.66' 429„ 2' 66 ) i i 17. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 18. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 19. STAGING, DEMOLITION, AND CLEAN -UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. i i Alg�' 1" = 20' -0" 10' -0" 0 20' -0" U W 3 O D_ DJR IARCHITECTURE, INC a w a c� z LU a z z a z U 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr - inc.com ti M Ln LCn G LU U) Q U J m Z Q LU C� Lf� O rn ti V J J W z F_ Q Z LU Q Z Q V Z 0 0 06 LU LL J 06 LU U LU LU Z 0 0 J LU U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Matthew R. Pavek DATE 10/4/13 LICENSE No. 44263 ISSUE /SUBMITTAL SUMMARY DATE DESCRIPTION 10 -4 -13 SITE PLAN REVIEW REVISION SUMMARY DATE I DESCRIPTION REMOVALS PLAN ci ■ COPYRIGHT 2013 CIVIL SITE GROUP INC. 0E10 OE�a LnN N � - NN o I I I I 60'66' I I I i I 3s IK i I i it I I �I I e I R� I� Y I i I i I I I I I I I I I� I I I I , I I I I I I I II I I I LEGEND: II< ; i i I MA�fGH I,I I u 4 � o 0 to 0 0c C I T I i Ii I I �I �I MATCH Ii Ii I I I I I I I\ I I I I� I, I I I I I I I I I I I I I i I i I ai 80 —� CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) DECORATIVE PAVEMENT AS SPECIFIED 17. ALL PARKING LOT PAINT STRIPPING TO BE WHITE 4" WIDE ROCK MAINTENANCE STRIP SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, HEAVY DUTY BITUMINOUS PAVEMENT ® ACCESSIBLE PARKING PAVEMENT MARKING - - -- PROPERTY LINE W CURB & GUTTER - T.O. = TIP -OUT GUTTER - - -TG_ L Q — • — • — • --- UTILITY OR ACCESS EASEMENT GOPHER STATE ONE CALL NWW. GOPHERSTATEONECALL.ORG (800) 252 -1166 TOLL FREE (651) 454 -0002 LOCAL milrim r1j TRASH ENG W/ 6ATE5 BbU Gd 6, TYP HVY. DUTY NG. PAD, TYP --\ -6612 Gd6, TYP NORMAL DULY BIT. PVMT., TYP vo S (N89 °34'31 "E) 8612 G46, TYP (335.35') F 67 sog SANITARY EASEMENT/ (S�,4 ° \ \ 62.66, 4'29', 12 Gd61 TYP \ \ 23 201A' 9A' 52 PARKINS SPACES TOTAL 0 RIBBON G 5612 Gdi WALK d PATIO AREA BIT.. PVMT., TYP N r i4A �9A'� 12 L TO IN BU IAiO'� 12 Gd6, / 8612 Gd6, TYP GONG. WALK, TYP / AGGE551BLE PARKING SPACES, IN 6ARDEN 19.9 j INGLUDIN6 516NA6E AND 5TRIPIN6 X21 �1 BOT ELEV =9 bN RIBBON GUR6 �55� = F &' TAPER TO FIRE DEPT. 8612 ON EDSE5 OO GONNEGTION PROPOSED BULDI% 10/443 65F / 7500 / / S' s �J ^�S89 '18' / - 34.38' (35.67 O.O.T.- R.O.W.: NTROLLEO ACC / c_ SITE LAYOUT NOTES: 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, 17. ALL PARKING LOT PAINT STRIPPING TO BE WHITE 4" WIDE J J SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, L Lo z BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, TYP. INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND W PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING W i Z L Q PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, N PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER 18. BITUMINOUS PAVING TO BE OUGHT DUTY UNLESS OTHERWISE Q UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS U RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR v� PREVIOUSLY APPROVED. Q THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT Q = 19. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED Z i OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL B. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP w BE CORRECTED AT NO ADDITIONAL COST TO OWNER. TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH LINE. SEE LANDSCAPE DOCUMENTS. Uc ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE A.D.A. REQUIREMENTS —SEE DETAIL. " = z ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL PRIOR TO CONSTRUCTION, INCLUDING A RIGHT —OF —WAY AND OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR STREET OPENING PERMIT. UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO— TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE 10. CURB AND GUTTER TYPE SHALL BE 8612 UNLESS OTHERWISE IMPROVEMENT MATERIALS. NOTED ON THE DRAWINGS —TAPER BETWEEN CURB TYPES —SEE DETAIL. 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR 11, ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS SITE IMPROVEMENTS. AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. 15. STANDARD PARKING STALLS TO BE 9' WIDE x 20.0' LONG LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND VV1TH 25' DRIVE AISLES UNLESS OTHERWISE NOTED. SHALL BE AS SHOWN ON THE DRAWINGS. 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR 16. HANDICAP PARKING STALLS TO BE 9' WIDE X 20' LONG WITH SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE 9' WIDE LOADING ZONE UNLESS OTHERWISE NOTED, SEE ENGINEER /LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR DETAIL. A190L 1" = 20' -0" 10' -0" 0 20' -0" C nwo R mo �e C� G3 Oo M p 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763 - 213 -3944 952 - 250 -2003 N DJR ARCHITECTURE, INC 333 Washington Ave N, Sulte 210 Minneapolis, Minnesota 55401 612.676.2700v .djr- Inc.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 149,e Ma ew R.Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE /SUBMITTAL SUMMARY REVISION SUMMARY SITE PLAN C2.0 RIGHT 2013 CIVIL SITE GROUP IN M J J Q L Lo z , C6 ` , W w W i Z L Q � Q N z Q Z U a � v� J m Q z Q = 0- Z i Z F_ Q ' Q w = ' Uc o " = z I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 149,e Ma ew R.Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE /SUBMITTAL SUMMARY REVISION SUMMARY SITE PLAN C2.0 RIGHT 2013 CIVIL SITE GROUP IN ml N� Ln N NN o� O \ - 6(S�4.04 - -_ _ \5 .7 v O gyp I / 9g Ogg 955.80 / I 1 952.66- � 230 954.50 `. 6 5. � � DOOR I � T" gam' MATCH I I I T I I 955.90 5.80 955.32--, � 95.2 X95 DOOR DOOR ' G V 955.30 4.35 \ 955.80 < /. ! ° EOF . , 954..80 80 I 51 I I I - , s Ili' I I 955.30 / 1 670 \ /� i 61 MA I / AT L 955.30 11 _ c J- -- (S89 °50'18 "W) \ 34.38' (35.67') / MIraa T.--R-0 w.: coNVoLt€s � I - , a� I � I I I I I c I / I I I I , I I I , I I 1 I III I i I i I I i i LE6END: 932 EX. 1' CONTOUR ELEVATION INTERVAL 419 1' CONTOUR ELEVATION INTERVAL 0 722.00 722.OBC 722.OBS ra 4EOF SPOT GRADE ELEVATION (FLOW LINE UNLESS OTHERWISE NOTED) SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION BACK OF CURB (TOP OF CURB) SPOT GRADE ELEVATION BOTTOM OF STAIRS TIP OUT (T.O.) CURB AND GUTTER WHERE APPLICABLE -TAPER GUTTERS TO DRAIN AS SHOWN EMERGENCY OVERFLOW GOPHER STATE ONE CALL NWW. GOPHERSTATEONECALL.ORG (800) 252 -1166 TOLL FREE (651) 454 -0002 LOCAL 6ENERAL 6RA IP I N6 NOTES: 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 2. SEE SITE PLAN FOR HORIZONTAL LAYOUT. 3. CONTRACTOR SHALL REFER TO RECOMMENDATIONS IN THE GEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION, SOIL CORRECTION, TYPE OF BACKFILL, OR REQUIREMENTS. 4. EXCAVATION AND EMBANKMENT ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS. 5. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 6. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 7. THE CONTRACTOR SHALL SCHEDULE SITE WORK TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE con WOR a OR �e C� G3 Oo M p 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763 - 213 -3944 952 - 250 -2003 0 / STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOP -SOIL AND SODDING ACTIVITIES. 9. EXCESS FILL MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE CONTRACTOR OFF -SITE. 10. AREAS AND MATERIALS DISTURBED OUTSIDE THE LIMIT OF WORK SHALL BE REPAIRED WITHIN 10 DAYS, IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT, AT NO EXPENSE TO THE OWNER. 11. PROPOSED SPOT GRADES ARE FLOWLINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 12. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 13. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. SLOPES GREATER THAN 3:1 REQUIRE SURFACE ROUGHENING BY EITHER "STAIRSTEP" GRADING, GROOVING, FURROWING, OR TRACKING TO AVOID RUNOFF VELOCITY AND RECEIVE EROSION CONTROL BLANKET AS SPECIFIED. SLOPES LESS THAN 3:1 NOT STABILIZED WITH VEGETATION SHALL HAVE THE SURFACE ROUGH GRADED TO REDUCE RUNOFF VELOCITY UNTIL SOD HAS BECOME STABILE AND MATURE. AT NO TIME THROUGHOUT THE DURATION OF THE CONTRACT, SHALL SLOPES BE A SMOOTH GRADE OR A COMPACTED SURFACE. 14. CONTRACTOR SHALL STRIP, STOCKPILE, AND RE- SPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM COMPACTED DEPTH (PER LANDSCAPE PLAN) TO DISTURBED AREAS TO BE SEEDED OR SODDED. EROSION CONTROL NOTES: SEE SWPPP ON SHEET C5.0 & C5.1 A190L 1"= 20' -0" 10' -0" 0 20' -0" DJR ARCHITECTURE, INC 333 Washington Ave N, Sulte 210 Minneapolis, Minnesota 55401 612.676.2700w .tltr- Inc.com Q Fees 0 W 2 Q U M Lo Z Z W Q 2 Z 2 0 J DO z J a Q W Of Lo 0 J J W z W 2 Q U z I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Matthew R. Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE /SUBMITTAL SUMMARY REVISION SUMMARY GRADING PLAN I C3.0 2013 CIVIL SITE GROUP LEGEND: I Nr-, Ln CN - c�l N I O u� I I I I 60166' I I I r - I > I _ I 5 I EX IE I PROP C)= Oo0 MA� , VE IFY IOF 1 � I GONNEGT TO EX. 10" - WATERMAIN WITH WETTAP PER GITY STANDARDS AND REGUIREMENT5. RESTORE STREET 5EGTION IN KIND 17 OE�O I NN 1 I t� �I I�I 1 31 1� °IE I I 1 1 I I 1 � II I I I11 I I 1 I 1 I I O MANHOLE OR CATCH BASIN N GATE VALVE Y FIRE HYDRANT SANITARY SEWER STORM SEWER WATER MAIN GOPHER STATE ONE CALL NWW. GOPHERSTATEONECALL.ORG (800) 252 -1166 TOLL FREE (651) 454 -0002 LOCAL I 1 t i I i I i I I I i I i I I I< I l TO < 'B * OT 1 i AB 1 0.40 �NST. i IIII 1 IIII II u W 00 11 o n C-) (_0 �\ 11 o � 1111 o 00 11 �i 1111 � 1 LTI lilt 11 I I� I\ I I I I I� I I I I I I 1 I I I I I I I UTILITY NOTES: m I* 130 LF 12" RCP STORM SEWER 0020% FIRE DEPT. GONNEGTION 80 LF 6" GL 52 DIP WATERMAIN STUB TO 5' FROM BLDG SPLIT WITHIN BUILDING FOR FIRE AND DOME5TIG C.0ORDINATE WITH MEGHANIGAL PLAN INSTALL IN TRENCH OF REMOVED 2" EXISTING 5ERVIGE5 32 „� J O (S8T50'18 "W) 34.38' (35.67') MN.D.O.T.- R.O.W., CONTROLLED ACCESS 77.67 S (N89 °34'31 "E) (335.35') RE =c 52bl - --- 7E- W12' =g50b6 EXISTING 6' PVC SANITARY SERVIGE REUSE IF POSSIBLE. FIELD VERIFY SIZE, DEPTH, CONDITION AND ELEVATIONS PRIOR TO CONSTRUCTION. 65-1 (27' VIA) RE= 454.00 IE 5 12 "= 451.00 IE DT 6'= 951.50 13 RAIN GUARDIAN RE--q55.0 IE - -g53.5 IE-- 851.50 c nowoRa RNE / 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com _ Matt Pavek Pat Sarver / 763 - 213 -3944 952 - 250 -2003 < \4 .0 (62g �> \ 2 66 00 11 26 211 • 2bg / / CONNECT TO / O RE= 452.80 SHOT EX IE 5 12' =g4Q 80 SHOT F:OP / P(E N 12' =q5O 30 , GORE 09ILi / 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE OTHERWISE NOTED. ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT Lo J J LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, 9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. OR HIGH DENSITY POLYETHYLENE (HOPE) UNLESS OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS w W Z FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF 10. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE z OR TO END OF FLARED END SECTION. CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE U a Z LAYOUT SHALL BE APPROVED BY THE ENGINEERAANDSCAPE 11. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR m FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE APPROVAL z FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH = a ARCHITECTURAL AND MECHANICAL PLANS. 2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 2 Q 12. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF � 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO o FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE REFLECT SUMPED ELEVATIONS. ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 13. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT CURB UNLESS OTHERWISE NOTED. "GOPHER STATE ONE CALL" (651- 454 -0002 OR 800 - 252 -1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE 14. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE NTH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 15. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, 5. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR INSTALLATION" AND "SANITARY SEWER AND STORM SEWER STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM). 16. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS 6. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND OTHERWISE NOTED. RE -USED OR PLACED AT THE DIRECTION OF THE OWNER. 17. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE 7. ALL WATER PIPE SHALL BE DUCTILE IRON PIPE (DIP) UNLESS WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO OTHERWISE NOTED. CONSTRUCTION. 8. ALL SANITARY SEWER SHALL BE POLYVINYL CHLORIDE (PVC) UNLESS 18. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE- DRILLED. 19. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS PATH THE MECHANICAL DRAWINGS. 20. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 21. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 22. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED MATH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 23. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 24. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 25. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 26. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. A190L 1" = 20' -0" 10' -0" 0 20' -0" 7 DJR ARCHITECTURE, INC 333 Washington Ave N, Sulte 210 Minneapolis, Minnesota 55401 612.676.2700w .tltr- Inc.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 149,e Ma ew R.Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE /SUBMITTAL SUMMARY REVISION SUMMARY UTILITY PLAN C4.0 RIGHT 2013 CIVIL SITE GROUP INC. U Lo J J Q Lo Lo z � ` W w W Z Q ct) = �aaa z Q Z U a Z W W m � Q z Q = a Z 2 Q w w _ � U U o = I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 149,e Ma ew R.Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE /SUBMITTAL SUMMARY REVISION SUMMARY UTILITY PLAN C4.0 RIGHT 2013 CIVIL SITE GROUP INC. E muffill N� Ln N NN o� O � ICI LEGEND: - - - -- -932 -- - - - - -- EX. 1' CONTOUR ELEVATION INTERVAL 419 1' CONTOUR ELEVATION INTERVAL aL SPOT GRADE ELEVATION (FLOW LINE UNLESS �p OTHERWISE NOTED) 2 422.013 SPOT GRADE ELEVATION GUTTER 422.OBC SPOT GRADE ELEVATION BACK OF CURB (TOP U OF CURB) 422.OBS SPOT GRADE ELEVATION BOTTOM OF STAIRS ---------- - - - - -- HEAVY DUTY SILT FENCE U INLET PROTECTION W 0 W STABILIZED CONSTRUCTION ENTRANCE � TIP OUT (T.O.) CURB AND GUTTER WHERE Z_ Q ---------- - - - - -- APPLICABLE -TAPER GUTTERS TO DRAIN = Z AS SHOWN GOPHER STATE ONE CALL NWW. GOPH E RSTATEON ECALL.ORG (800) 252 -1166 TOLL FREE (651) 454 -0002 LOCAL SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: PROJECT NARRATIVE: PROJECT IS A REDEVELOPMENT OF A GAS STATION INTO A RETAIL BUILDING WITH SURFACE PARKING. THE OVERALL TIMEFRAME IS 12 -18 MONTHS. CONSTRUCTION SEQUENCING IS PLANNED AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALL BIO -ROLL AROUND SITE & INLET PROTECTION IN AND AROUND CATCH BASINS (WHERE NOT COVERED BY IN PLACE REMOVALS EROSION CONTROL FACILITIES) 3. STRIP AND STOCKPILE TOPSOIL 4. ROUGH GRADING OF SITE 5. STABILIZE DENUDED AREAS AND STOCKPILES 6. CONSTRUCT BUILDING AND IMPROVEMENTS 7. INSTALL STREET, CURB, SIDEWALK AND SITE IMPROVEMENTS 14. FINAL GRADE BOULEVARD, INSTALL LANDSCAPING 16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE BIO -ROLL AND RESEED ANY AREAS DISTURBED BY THE REMOVAL DISTURBANCE LENGTH OF TIME: THE TIMING FOR THIS PROJECT IS EXPECTED TO LAST 12 -18 MONTHS UNTIL FINAL STABILIZATION.. �1�91•]: 7: 1: It7�1. U7 1 »:35 /:l.I�.��L1.3IIt��l[•].A FOLLOWING INITIAL SOIL DISTURBANCE OR RE- DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); EMBANKMENTS OF PONDS, BASINS, AND TRAPS; AND WITHIN FOURTEEN (14) DAYS ON ALL OTHER DISTURBED OR GRADED AREAS. SEE PROPOSED LANDSCAPE PLAN FOR FINAL STABILIZATION MEASURES. SOD IMMEDIATELY FOR PERMANENT STABILIZATION. CONCRETE WASHOUT- CONCRETE WASHOUT SHALL BE PERFORMED OFF SITE. JIv 9 � i ^ O� / EOF o lift ♦ / �:nm N e C� 133 Oo M p 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek 763 - 213 -3944 W SPECIALTY EROSION CONTROL: 1" = 20' -0" 10' -0" 0 20' -0" Pat Sarver 952 - 250 -2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Sulte 210 Minneapolis, Minnesota 55401 612.676.2700w .tltr- Inc.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Matthew R. Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE /SUBMITTAL SUMMARY REVISION SUMMARY SWPPP 1 OF 2 C5.0 2013 CIVIL SITE GROUP Lo J J aL z W ` T' 2 W W W ZZ U ,Qn V Z Q Z U a Z W 0 W m � Q Z_ Q 2 Q a = Z Z 2 Q w _ W U U o = z I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Matthew R. Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE /SUBMITTAL SUMMARY REVISION SUMMARY SWPPP 1 OF 2 C5.0 2013 CIVIL SITE GROUP GENERAL SWPPP REQUIREMENTS AND NOTES: THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2008 # MNR100001 PAGES 1 -30) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. PART III STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP (PART III.A) THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS. 4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (PART 111.8) 6. CLEAR AND GRUB REMAINDER OF SITE 7. STRIP AND STOCKPILE TOPSOIL 8. ROUGH GRADING OF SITE 9. STABILIZE DENUDED AREAS AND STOCKPILES 10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 11. INSTALL SILT FENCE/ INLET PROTECTION AROUND CB'S 12. INSTALL STREET /PARKING LOT SECTION 13. INSTALL CURB AND GUTTER 14. BITUMINOUS ON STREETS / PARKING LOTS 15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 17. FINAL GRADE POND / INFILTRATION /FILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) (PART III.C) 18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE BID ROLL AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION (PART III.D): THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN PART II.C. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT; 2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE PART IV.E. INSPECTIONS AND MAINTENANCE); 3. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS EROSION PREVENTION (PART IV.B): THE CONTRACTOR IS RESPONSIBLE FOR PLANING FOR AND IMPLEMENTING APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION, SO THAT THE INSPECTION AND MAINTENANCE REQUIREMENTS OF PART IV.E. ARE COMPLIED WITH. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES ARE EXEMPT FROM THIS REQUIREMENT BUT MUST COMPLY WITH PART IV.C.5. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT FENCE, SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL (PART IV.C): SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. a. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. b. IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS MUST BE INSTALLED TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN PART III.A.4, A. THROUGH C. c. IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND /OR GULLIES, THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.G. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT -TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT -TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING /FREEZING) HAS BEEN IDENTIFIED AND THE PERMITTEE(S) HAVE RECEIVED WRITTEN CORRESPONDENCE FROM THE JURISDICTIONAL AUTHORITY (E.G. CITY /COUNTYfrOWNSHIP / MNDOT ENGINEER) VERIFYING THE NEED FOR REMOVAL. THE WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP OR AVAILABLE WITHIN 72 HOURS UPON REQUEST. WHEN WRITTEN CORRESPONDENCE CAN NOT BE OBTAINED IN A TIMELY MANNER, THE SPECIFIC INLET PROTECTION CAN BE REMOVED TO ALLEVIATE THE IMMEDIATE SAFETY CONCERN. HOWEVER, EFFORTS TO OBTAIN WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP AND AVAILABLE WITHIN 72 HOURS UPON REQUEST. PERMISSION TO REMOVE INLET PROTECTION BASED ON A SPECIFIC SAFETY CONCERN MUST STILL BE OBTAINED FROM THE JURISDICTIONAL AUTHORITY WITHIN 30 DAYS OF REMOVAL. TEMPORARY SOIL STOCKPILES MUST HAVE BIO ROLL OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE (OR ONTO STREETS WITHIN THE SITE) MUST BE MINIMIZED BY BMPS SUCH AS STONE PADS, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT SYSTEMS. STREET SWEEPING MUST BE USED IF SUCH BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET (SEE PART IV.EA.D.). THE PERMITTEE MUST INSTALL TEMPORARY SEDIMENTATION BASINS AS REQUIRED IN PART III.B. OF THIS PERMIT. DEWATERING AND BASIN DRAINING (PART IV.D): DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH /DITCH CUTS FOR DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER, DOWNSTREAM LANDOWNERS OR WETLANDS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEATHING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS. INSPECTIONS AND MAINTENANCE (PART IV.E): THE CONTRACTOR IS RESPONSIBLE AT ALL TIMES FOR THE MAINTENANCE AND PROPER OPERATION OF EROSION AND SEDIMENT CONTROL FACILITIES. THE CONTRACTOR SHALL AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER AND WITHIN 7 DAYS AFTER THAT. CONTINUE INSPECTION ACTIVITIES UNTIL LAND- DISTURBING ACTIVITY HAS CEASED. THEREAFTER THE CONTRACTOR SHALL PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. BASED ON INSPECTION RESULTS THE CONTRACTOR MAY MODIFY THE SWPPP IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. THIS MODIFICATION MUST BE MADE WITHIN 7 CALENDAR DAYS OF THE INSPECTION UNLESS OTHERWISE REQUIRED BY THE TERMS OF THE PERMIT, LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. INSPECTION REPORTS MUST BE KEPT ON FILE BY THE CONTRACTOR AS AN INTEGRAL PART OF THE SWPPP FOR AT LEAST 3 YEARS FROM THE DATE OF COMPLETION OF THIS PROJECT. SEE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR SITE SPECIFIC INSPECTIONS AND MAINTENANCE REQUIREMENTS POLLUTION PREVENTION MANAGEMENT (PART IV.F): THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE; SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MINNESOTA POLLUTION CONTROL AGENCY (MPCA) DISPOSAL REQUIREMENTS. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEWATER PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. CONCRETE WASHOUT: ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER THE GROUND IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. CONCRETE WASHOUT MAY ALSO OCCUR OFF SITE ACCORDING TO THE APPROPRIATE REGULATIONS. SPILL PREVENTION PLAN: ALL SPILLS SHALL BE IMMEDIATELY CLEANED UP AFTER DISCOVERY. THE SITE SUPERINTENDENT, WHO IS RESPONSIBLE FOR DAY -TO -DAY ONSITE CONSTRUCTION OPERATIONS WILL BE THE SPILL PREVENTION COORDINATOR AND WILL BE RESPONSIBLE FOR IMPLEMENTING CLEAN UP PROCEDURES, POSTING CLEAN UP RECOMMENDATIONS, AND ENSURING PROPER CLEAN UP TRAINING OF APPROPRIATE PERSONNEL. SANITARY AND SEPTIC WASTE: SANITARY /SEPTIC FACILITIES SHALL BE PROVIDED AND MAINTAINED IN A NEAT AND SANITARY CONDITION, FOR THE USE OF THE CONTRACTOR'S EMPLOYEES. A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATIONS WILL COLLECT SANITARY WASTE FROM PORTABLE UNITS. FINAL STABILIZATION (PART IV.G): THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE ACCORDING THE DEFINITIONS IN THE NPDES GENERAL PERMIT PART IV SECTION G. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION N.O.T. WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE OR WITHIN 7 DAYS AFTER SELLING THE SITE OR PORTION OF THE SITE (THAT HAS NOT UNDERGONE FINAL STABILIZATION) TO ANOTHER PARTY. A COPY OF THIS NOTICE OF TERMINATION / PERMIT MODIFICATION FORM MUST GO TO THE NEW OWNER. THE ORIGINAL CURRENT OWNER MUST PROVIDE A SWPPP TO THE NEW OWNER THAT SPECIFICALLY ADDRESSES THE REMAINING CONSTRUCTION ACTIVITY. SEETHE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) AND SWPPP PLAN SHEETS FOR FINAL STABILIZATION MEASURES TRAINING (PART III.A.2) DESIGN ENGINEER: MATTHEW R. PAVEK P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011 TOTAL TRAINING HOURS: 12 SEED NOTES (PART III.A..4.A ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED - TEMPORARY SEED SHALL BE MNDOT SEED MIX 100 FOR WINTER AND 110 FOR SPRING /SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS /ACRE. MULCH - IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES 3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. PERMANENT SEED MIX WA OWNER INFORMATION OWNER: CAMELOT CONVENIENCE & QUALITY FUEL & FOOD c nvHO Rye Cm m Oo M p 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763 - 213 -3944 952 - 250 -2003 U w O ry a DJR ARCHITECTURE, INC 333 Washington Ave N. Sulte 210 Minneapolis, Minnesota 55401 612.676.2700w .tltr- Inc.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Matthew R. Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE /SUBMITTAL SUMMARY REVISION SUMMARY SWPPP 2OF2 C5.1 2013 CIVIL SITE GROUP U I� Lo J J Q Lo Z (6 ` W W W Q co co = �aaaN L,L 0 Z Q z 0 Z W w ( DO ''_/^I� V, Q Z TQ = J a 2 Z Q Q W _ � U U o = rn Z I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Matthew R. Pavek DATE 10/4/13 LICENSE NO. 44263 ISSUE /SUBMITTAL SUMMARY REVISION SUMMARY SWPPP 2OF2 C5.1 2013 CIVIL SITE GROUP NOTES: 1. Shape of back of buttress 45° BEND may vary as long as poured SIZE against firm undisturbed D1 earth. 2. Dimension C1,C2,C3 should D3 be large enough to make V 5" angle 0 equal to or larger V 5" than 45'. 3. Dimension A1,A2,A3 should 8" be as large as possible V -5" without interfering with 1' -6° NJ bolts. 4. G = 45' Minimum. 5. Place polyethylene between 3' -4" concrete & pipe. 6. All bends & fittings shall 16" be restrained with Megalugs 2' -0" thrust restraints or equal S -0" e - See note 4 BUTTRESS DIMENSIONS PIPE 22 1/2° BEND 45° BEND 90° BEND /TEE SIZE B1 D1 B2 D2 B3 D3 6" V 5" V 5" V 5" V 5" 2' -1" V -6" 8" V -5° V -5" 2' -1" 1' -6° 2' -8° 2' -0" 12" 1' -10" 1' -10° 3' -4" 2' -0" 4' -9° 2' -6° 16" S -0" 2' -0" S -10" S -0" 6' -2" 3' -6" 20 3' -6" 2' -8" 5' -6' 3' -4" 8' -4" 4' -0" 24 4' -4" 3' -0" 6' -10" 3' -10" 9' -8" 5' -0" 30" - - 9' -3" 6' -0" 17' -0' 6' -0" PLAN 90' BENDS Variablol 3' Mi,J. PLAN 45' BENDS B - See - " CONCRETE SHALL BE S, =A IN CONTACT WITH ° S A %�A" w a THIS QUADRANT 90 1•eL °Q III OF PIPE ° BEDDING MATERIAL- UNDISTURBED u w m EART v CONCRETE SECTION A -A PLAN 22 1/2° BENDS QTIOF CONCRETE THRUST BLOCKING REVISED: 2-08 ENGINEERING DEPARTMENT PLATE N0' 1002 FILE NAME G:\ENG\SPECS\1002 HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER WB -67 ALL HYDRANTS MUST BE APPROVED BY CITY MARKER TO BE 5 FOOT IN LENGTH SPRING MOUNTED FOR SIDE MOUNT APPLICATION, RED & WHITE IN INSTALL MAGNETIZED COLOR REFLECTIVE FIBERGLASS CONSTRUCTION TRACER BOX (SNAKE PIT) AS NEEDED PER DETAILS EXISTING OR FUTURE 5550,5501,5502 CURB OR GUTTER LINE HYDRANT VALVE BOX STREET 24" MIN. 20% 1/2" 3' 2' HYDRANT SHOE AND BARREL SHALL BE Q AS REQUIRED 10' PLASTIC WRAPPED TYPICAL PER SECTION 2.03a. z V W 1 CUBIC YARD OF - GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL) 18 "X18 "X5" CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. MINIMUM 75 COVER OVER MAIN. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY PERIOD AS NOTED I SECTION 209 OF THE WATERMAIN SPECIFICATIONS. N 4. HYDRANT IN STALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS our OF SERVICE. off OF TYPICAL HYDRANT INSTALLATION REVISED: 3-13 ENGINEERING DEPARTMENT PLATE N0'` 1004 VILE NAME: G ENG SPECS 1004 warER DROP LID Tyler Mueller 7.5' Minimum cover required No. 6860 over top of water main. No. H -10361 8.0' COVER Bibby- Ste -Croix No. B -5160 Provide Valve Stem Risers Within 6" Of The Surface 45 a 90 VTo If The Distance From 22.5 45� The Top Nut Of The Valve To DEAD END 22.5 The Surface Is Greater Than 8'. Grade TOP Tyler No. 6860 26" Mueller No. H -10361 26" Bibby- Ste -Croix No. VB502 27" EXTENSION Tyler No. 58 14" No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby- Ste -Croix VB520 No. 57 9" VB521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H -10361 65" Bibby- Ste -Croix No. VB516 60" 6 0" Valve and Box to be plastic wrapped per BASE section 2.03a Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyler No. 6860 Mueller No. H -10357 Bibby- Ste -Croix B -5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7' -6' extended, #6 round base Gate Valve Adapter: 1/4" Steel With Protective Coating, 1/2" Rubber Gasket In Between The Gate Valve And Gate Valve Adapter. Mueller or American Flow Control Resiliant Wedge Valve Conforming to AWWA C- 515 -80 Standards With All Stainless Steel Nuts & Bolts. 18 "X18 "X8" Concrete Block MI of TYPICAL GATE VALVE AND BOX INSTALLATION REVISED: 2-09 ENGINEERING DEPARTMENT PLATE NO.: 1006 FlLE NAME:G: ENG SPECS 1006 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTLE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE ", AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES COH -GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LATINA CONDITIONS ARE ENCOUNTERED. MI OF RESTRAINED PIPE REQUIREMENT FOR DIP REVISED: 2-08 ENGINEERING DEPARTMENT PLATE N0'' 1011 FlLE NAME: G: ENG SPECS 1011 CL VARIABLE PL FENCE g, POSTS Do Q WYE PLUGGED ENE FE 1/8 BEND m 6" PVC SDR -26 PIPE MIN. SLOPE 1/4" PER FOOT w J O 2 X2 MARKED- PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAL SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC PIPED SEWER MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH INSTALL A 6 HEAVY METAL FENCE POST NEXT TO 2 X MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. 1 CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). 01 Of TYPICAL SANITARY SEWER SERVICE REVISED: 3-09 ENGINEERING DEPARTMENT PLATE NO.: 2001 FILE NAME: G: ENG SPECS 001 Use MEDAL 3149.2A Granular Borrow II-I _ VARIES HE I I I 1 _ Use MNDOT 3149.�H Course Filter Agg. PI P e Foundation ( Material if Required) The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Pipe Dia. x 0.5 Min. "Dia" Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and /or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material If needed. Pipe foundation material shall be accordance with DROOL 3149.2H course filter aggregate. (MOF PIPE BEDDING IMSM IN POOR SOILS REMSED:1 -10 ENGINEERING DEPARTMENT PLATE N °. 2201 FlLE NAME : G: ENG SPECS 201 i Compacted Normal Fill 7.0' COVER 7.5' COVER 8.0' COVER PIPE SIZE 22.5 45 a 90 DEAD END 22.5 45� 90 DEAD END 22.5 45� 90� DEAD END 4" 2 3 8 18 2 3 8 18 1 3 8 17 6" 2 5 12 26 2 5 11 25 2 4 11 25 8" 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 29 65 5 11 27 63 5 11 26 61 20" 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 41 95 8 16 40 92 8 16 38 89 30" 10 21 50 117 10 20 48 113 9 19 46 109 36" 12 24 59 138 11 23 57 133 11 22 54 129 42" 13 28 67 159 13 27 65 153 12 26 62 148 48" 15 31 75 179 14 30 72 173 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE ", AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES COH -GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LATINA CONDITIONS ARE ENCOUNTERED. MI OF RESTRAINED PIPE REQUIREMENT FOR DIP REVISED: 2-08 ENGINEERING DEPARTMENT PLATE N0'' 1011 FlLE NAME: G: ENG SPECS 1011 CL VARIABLE PL FENCE g, POSTS Do Q WYE PLUGGED ENE FE 1/8 BEND m 6" PVC SDR -26 PIPE MIN. SLOPE 1/4" PER FOOT w J O 2 X2 MARKED- PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAL SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC PIPED SEWER MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH INSTALL A 6 HEAVY METAL FENCE POST NEXT TO 2 X MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. 1 CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). 01 Of TYPICAL SANITARY SEWER SERVICE REVISED: 3-09 ENGINEERING DEPARTMENT PLATE NO.: 2001 FILE NAME: G: ENG SPECS 001 Use MEDAL 3149.2A Granular Borrow II-I _ VARIES HE I I I 1 _ Use MNDOT 3149.�H Course Filter Agg. PI P e Foundation ( Material if Required) The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Pipe Dia. x 0.5 Min. "Dia" Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and /or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material If needed. Pipe foundation material shall be accordance with DROOL 3149.2H course filter aggregate. (MOF PIPE BEDDING IMSM IN POOR SOILS REMSED:1 -10 ENGINEERING DEPARTMENT PLATE N °. 2201 FlLE NAME : G: ENG SPECS 201 i Compacted Normal Fill Material, Compacted to 95% of the Standard Proctor Density m o Varies - > i I I III I III 111- 11 Shaped Natural Ground to pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and /or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on detail plate 2201. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MEDAL 3149.2H course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. 1 OF PIPE BEDDING W Z IN GOOD SOILS Minimum of 2 -2 ", RCP & DIP REVISED:1 -10 ENGINEERING DEPARTMENT I PLATE N0: 2202 FILE NAME G G SPECS 202 VAR, 03 1= Compacted Backfill + + + + + + + + + + + + = Embedment + + + + + + Be + + + + + + + + + 0 tBc+ + + + = Material + + + + + + + + + + 1= 6" + + + + + + + + + + Foundation - / / / / / /// _ If Required (see Note 1) 111 I I1 I I1 I I1 I I� "Be" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth Of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding hall be MNDOT 3149.�B select granular borrow with 100% 9 9 passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. Qf OF PIPE BEDDING FOR P.V.C. PIPE REVISED: 2-10 ENGINEERING DEPARTMENT PLATE N °. 2203 FlLE NAME:G: ENG SPECS 03 0 VARIES NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12 ". COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' X111 OF INSULATION DETAIL REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 2205 FlLE NAME: G: ENG SPECS 2205 NOTE: 1- V Grate Shown 2- VB Grate Shown shall be used at all low points. CL Face of Curb N Direction of Flow T PLAN Catchbasin casting GONG. ADJUSTING RINGS (2 ") and grate Neenah MIN. 2 R3067 -V or equal Grate to be 2" below 3" radius curb box. gutter grade. 6" THICK CON C. O 5' transition curb on each COLLAR (TYP.) side of catchbasin. Precast concrete or SPEC 250E2B. HDPE adjusting rings. Top of Curb VAR. 27 "DIA REINFORCING TO CONSIST OF W Z Varies Minimum of 2 -2 ", WALLS TO BE PRECAST SECTION O 0" 0 6 1/2" maximum of 5 -2" VAR, 03 N PRE -CAST OPENING AS REQUIRED Varies concrete adjusment 24" x 36" 3' -7" DIA POURED IN PLACE OR 5" PRECAST SLAB rings allowed with 1/4" Precast Z 5„ " 3' minimum to 1/2" bed of mortar A� 0 PLAN VIEWS between each and a m CURB OR VAR. RAMP 3" Grout 6" thick concrete collar CURB AND GUTTER 4 0 MIN. Q LU on the outside. LANDING = Z 0.02 FT. /FT MAX. 2� 6 "Min. base Doghouses shall be grouted on both the SECTION = inside and outside. 0.10 FT. /FT, MAX 0.10 FT. /FT. MAX NOTES: 1. Steps shall be provided in all catch basin /manholes and storm sewer manholes. 2 Casting to be totally encased in concrete curb section. _ 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. Z M10F STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR REVISED: 2-10 ENGINEERING DEPARTMENT PLATE N0'' 3101 FILE NAME: G: ENG SPECS 3101 NEENAH R -4342 GRATE OR APPROVED EQUAL CATCHBASIN (27" DIA.) DESIGN SPECIAL afOF TYPICAL 27" DIAMETER a� I CATCH BASIN REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.: 3103 FILE NAME:G:\ENG \SPECS \3103 NOTE: urmountable Curb & Gutter to be transitioned into a B619 type at cotchbasin. �o 0 Catchbasin Frame & Grate 5 °� Neenah R- 3067 -V or VB Grate. f NOTE Catchbasin to be depressed 2" �s below design gutter line grade. A Neenah R- 3067 -VB shall be used et all IoW points. oVV Surmountable Concrete Curb & Gutter 2 - #4 -60 "Long Debars Each way SOMETRIC No Scale c � 0 0 0 5' Min. Transition 5' Min. Transition 0 0 R o Top of 0 ° Curb 2 W W Design gutter line grade 2- #4 -60" LONG Debars Each way Frame & Casting SECTION AA No Scale W10F CURB CONSTRUCTION AT CATCH BASIN REVISED: 1 -10 ENGINEERING DEPARTMENT P777 3106 F= NAME: G: NG SPECS 3106 EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) 2" MNDOT 2350 TYPE LV4 WEAR (B) TACK COAT 21/2" MNDOT 2350 TYPE LOS NON -WEAR (B) 12" MIN. CLASS 5, 1007 CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2, MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4, USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 7. MNDOT 2350 - ORDINARY COMPACTION METHOD REQUIRED. a11OF TYPICAL STREET PATCHING BITUMINOUS REVISED: 2 -10 ENGINEERING DEPARTMENT PLATE NO.: 5202A FILE NAME G:\ENG \SPECS \5202A SAWCUT ALL BITUMINOUS EDGES EXISTING MANHOLE OR (TYP.) GATE VALVE 12" MIN. EXISTING BITUMIOUS SURFACE_, ABOVE CASTING 2" MEDAL 2,350 TYPE LV4 WEAR (B) TACK COAT 21/2" MNDOT 2350 TYPE LOS NON -WEAR (B) PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. C. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE JUMPING JACK COMPACTOR ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. PLACE 1/4" PLYWOOD CIRCLE OVER CASTING TO CONSTRUCT UNIFORM EDGES. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8. DEPOT 2350- ORDINARY COMPACTION METHOD REQUIRED. QPIOF TYPICAL STREET PATCHING AT MANHOLES OR GATE VALVES (BITUMINOUS) REVISED: 2 -10 ENGINEERING DEPARTMENT PLATE NI 52026 FILE NAME:G- \ENG \SPECS \52028 GONG. ADJUSTING RINGS (2 ") A -] MIN. 2 4' X 4' MINIMUM LANDING MAX. 4 J J MIN. 1/4" MORTAR BETWEEN 6" THICK CON C. O CASTING, RINGS & STRUCTURE. COLLAR (TYP.) MORTAR SHALL MEET MnDOT SPEC 250E2B. 0 31" NOTE: VAR. 27 "DIA REINFORCING TO CONSIST OF W Z 5" #4 BARS AT 8" O.C. BOTH WAYS x WALLS TO BE PRECAST SECTION O 0" 0 OR CONC. SEWER BLOCK Q VAR, 03 N PRE -CAST OPENING AS REQUIRED 3' GONG. BASE SHALL BE 6" 3' -7" DIA POURED IN PLACE OR 5" PRECAST SLAB CATCHBASIN (27" DIA.) DESIGN SPECIAL afOF TYPICAL 27" DIAMETER a� I CATCH BASIN REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.: 3103 FILE NAME:G:\ENG \SPECS \3103 NOTE: urmountable Curb & Gutter to be transitioned into a B619 type at cotchbasin. �o 0 Catchbasin Frame & Grate 5 °� Neenah R- 3067 -V or VB Grate. f NOTE Catchbasin to be depressed 2" �s below design gutter line grade. A Neenah R- 3067 -VB shall be used et all IoW points. oVV Surmountable Concrete Curb & Gutter 2 - #4 -60 "Long Debars Each way SOMETRIC No Scale c � 0 0 0 5' Min. Transition 5' Min. Transition 0 0 R o Top of 0 ° Curb 2 W W Design gutter line grade 2- #4 -60" LONG Debars Each way Frame & Casting SECTION AA No Scale W10F CURB CONSTRUCTION AT CATCH BASIN REVISED: 1 -10 ENGINEERING DEPARTMENT P777 3106 F= NAME: G: NG SPECS 3106 EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) 2" MNDOT 2350 TYPE LV4 WEAR (B) TACK COAT 21/2" MNDOT 2350 TYPE LOS NON -WEAR (B) 12" MIN. CLASS 5, 1007 CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2, MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4, USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 7. MNDOT 2350 - ORDINARY COMPACTION METHOD REQUIRED. a11OF TYPICAL STREET PATCHING BITUMINOUS REVISED: 2 -10 ENGINEERING DEPARTMENT PLATE NO.: 5202A FILE NAME G:\ENG \SPECS \5202A SAWCUT ALL BITUMINOUS EDGES EXISTING MANHOLE OR (TYP.) GATE VALVE 12" MIN. EXISTING BITUMIOUS SURFACE_, ABOVE CASTING 2" MEDAL 2,350 TYPE LV4 WEAR (B) TACK COAT 21/2" MNDOT 2350 TYPE LOS NON -WEAR (B) PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. C. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE JUMPING JACK COMPACTOR ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. PLACE 1/4" PLYWOOD CIRCLE OVER CASTING TO CONSTRUCT UNIFORM EDGES. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8. DEPOT 2350- ORDINARY COMPACTION METHOD REQUIRED. QPIOF TYPICAL STREET PATCHING AT MANHOLES OR GATE VALVES (BITUMINOUS) REVISED: 2 -10 ENGINEERING DEPARTMENT PLATE NI 52026 FILE NAME:G- \ENG \SPECS \52028 C I(D v 1E) I S I@t le G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763 - 213 -3944 952 - 250 -2003 N u DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 I Minneapolis, Minnesota 55401 612.676.2700 www.djr- inc.com -1 A -] 4' X 4' MINIMUM LANDING 4' X 4' MINIMUM LANDING J J O O BACK OF O L CURB O 0 06 J VAR. VAR. W Z 4 4 F- U) O 0" 0 D„ Q VAR, 03 00003 J 0 Q VAR. VAR. VAR. 4' O" MIN. FRONT 4 D MIN. VAR. Z FACE OF CURB A-] 06 A� 0 PLAN VIEWS Cl) m CURB OR VAR. RAMP w Q CURB AND GUTTER 4 0 MIN. Q LU 1/4" R REQUIRED LANDING = Z 0.02 FT. /FT MAX. 2� CONCRETE WALK 0.08 FT. /FT. OR FLATTER 1 U SECTION A -A = ~ 0.10 FT. /FT, MAX 0.10 FT. /FT. MAX `J LU V L 0 _ 2 O Z U VAR. VAR. 4' 0" MIN. ELEVATION NOTES: TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AGENCIES ARE REQUIRED TO UTILIZE THIS STANDARD PLATE. MODIFICATIONS ARE ALLOWED PROVIDED THEY MEET PUBLIC RIGHTS -OF -WAY ACCESSIBILITY GUIDELINES UROWAG). LOCAL AGENCIES ARE REQUIRED TO ADOPT SIMILAR DESIGNS. SHARED -USE PATHS SHALL HAVE DETECTABLE WARNINGS ACROSS THE ENTIRE WIDTH OF PATH WHEN THE PATH CROSSES A ROAD. DETECTABLE WARNINGS ARE NOT TO BE USED ON SIDEWALKS OR PATHS WHEN CROSSING ALLEYS OR RESIDENTIAL DRIVEWAYS. DETECTABLE WARNINGS SHOULD BE USED WHERE PEDESTRIAN ACCESS ROUTES CROSS COMMERCIAL DRIVEWAYS THAT ARE PROVIDED WITH TRAFFIC CONTROL DEVICES OR OTHERWISE PERMITTED TO OPERATE LIKE A PUBLIC ROADWAY. SLOPES ARE DEFINED AS ABSOLUTE ELEVATION DIFFERENCE PER LENGTH OF RUN. (AS OPPOSED TO A RELATIVE SLOPE WITH RESPECT TO A CURB LINE OR CURB HEIGHT.) NO SIGNAL POLES, SIGN POSTS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. O1 1/2 -INCH EXPANSION JOINT. 1/2 -INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. O PROVIDE A 4' X 4' MINIMUM LANDING. SEE PLANS FOR PROPOSED RUNNING SLOPE AND CROSS SLOPE, NEITHER OF WHICH MAY EXCEED 0.02 FT. /FT. AS CONSTRUCTED. 3O PLACE THE DETECTABLE WARNINGS AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A PREFORMED RECTANGLE PLACED AT THE BACK OF A RADIAL CURB LINE, HAND FORM THE CURB TO FILL THE GAP. DETECTABLE WARNING AREA SHALL BE 2' 0" MIN. IN THE DIRECTION PERPENDICULAR TO THE GRACE BREAK AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP. ® WHERE RADIAL WARNING SURFACES ARE USED OR IN OTHER CIRCUMSTANCES WHERE THE EDGE OF THE WARNING SURFACE IS NOT PARALLEL TO THE EDGE OF THE CURB RAMP PATH OF TRAVEL, THE EDGE OF THE DETECTABLE WARNING SURFACE SHOULD NEVER BE MORE THAN 3 INCHES FROM THE EDGE OF THE RAMP. O DETECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT GUTTER, ROADWAY, OR WALKWAY, AND BE GRAY IN COLOR. © CROSS SLOPE OF THE RAMP MAY NOT EXCEED 0.02 FT. /FT. AS CONSTRUCTED. O7 ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH. W101 PEDESTRIAN CURB RAMP tREVISED: 5-12 PLATE NOI 5215 ENGINEERING DEPARTMENT I I FILE NAME: G: ENG SPECS 5215 MNDOT q 70360 C I(D v 1E) I S I@t le G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763 - 213 -3944 952 - 250 -2003 N u DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 I Minneapolis, Minnesota 55401 612.676.2700 www.djr- inc.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma hew R. Pavek DATE 10/4/13 LICENSE No. 44263 ISSUE /SUBMITTAL SUMMARY REVISION SUMMARY DETAILS I CITY C600 COPYRIGHT 2013 CIVIL SITE GROUP INC. V M J J o O Q ^wxx O L G 06 J W W W Z w L 1� � F- U) Q = � J 0 Q Z C) Z 06 W 0 LU U Cl) m 'W/� Cl) �/ w Q Z Q LU _ Q = Z i RECTANGULAR PLATES 50% - fi5% OF BASE DIAMETER a a' T 0.9 SECTION A -A TRUNCATED DOME VARIABLE LONG CHORD WIDTH RADIUS '-' y 000000 OOOO 000000 000000 000000 I�O�0000 O� VARIABLE SHORT CHORD WIDTH RADIAL PLATES TYPICAL RADIAL TRUNCATED DOME PLATES RADIUS (FEET) O LONG CHORD WIDTH (INCHES) VARIABLE WIDTH 5 10 23 -1/2 3.53 8 15 0 0 0 0 0 23 -1/2 �(D DA00 20 18 -13/16 3.00 0 0 0 0 0 0 v 0 0 0 0 0 0 N 0 0 0 0 0�0 30 RECTANGULAR PLATES 50% - fi5% OF BASE DIAMETER a a' T 0.9 SECTION A -A TRUNCATED DOME VARIABLE LONG CHORD WIDTH RADIUS '-' y 000000 OOOO 000000 000000 000000 I�O�0000 O� VARIABLE SHORT CHORD WIDTH RADIAL PLATES TYPICAL RADIAL TRUNCATED DOME PLATES RADIUS (FEET) O LONG CHORD WIDTH (INCHES) SO. FT. PER PLATE PLATES REQUIRED FOR 90 DEGREE TURN 10 23 -1/2 3.53 8 15 18 -13/15 2.93 15 15 23 -1/2 3.67 12 20 18 -13/16 3.00 20 20 18 -7/8 2.98 20 25 20 -1/2 3.28 23 25 23 -9/16 3.77 20 30 22 -5/8 3.65 25 35 22 3.56 30 NOTES: SPRING AT 6 FT. MAX. SPACING 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING DETECTABLE WARNING SURFACES SHALL FOLLOW THE PUBLIC GEOTEXTILE FABRIC �36" WIDE RIGHTS -OF -WAY ACCESSIBILITY GUIDELINES (PROWAG). GEOTEXTILE 36" WIDE �ABRIC ANCHO DETECTABLE WARNINGS CONSIST OF TRUNCATED DOMES ALIGNED IN SEE DROOL'S APPROVED /QUALIFIED PRODUCT LISTS. A SQUARE OR RADIAL GRID PATTERN. TRENCH.BACKFI DETECTABLE WARNINGS ARE REQUIRED: OF ECTABLE WARNING SURFACE SHALL BE PAID FOR AS TRUNCA -WHERE RAMPS, LANDINGS, OR BLENDED TRANSITIONS PROVIDE DOMES BY THE SQUARE FOOT. A FLUSH PEDESTRIAN CONNECTION TO THE ROADWAY. FLOW -WHERE PEDESTRIAN ACCESS ROUTES CROSS COMMERCIAL DRIVEWAYS O1 ALL TRUNCATED DOME SYSTEMS SHALL BE PLACED IN STRICT THAT ARE PROVIDED WITH TRAFFIC CONTROL DEVICES OR ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTUR OTHERWISE PERMITTED TO OPERATE LIKE A PUBLIC ROADWAY. -AT PEDESTRIAN RAILWAY CROSSINGS. CENTER TO CENTER DOME SPACING: 1.6" MINIMUM, 2.4" MAXIMUM 1 O ON RAIL PLATFORMS WHERE BOARDING EDGES ARE NOT PROTECTED. BASE TO BASE DOME SPACING: 0G: MINIMUM. DETECTABLE WARNINGS SHALL EXTEND: O3 DOME BASE TO PLATE EDGE SPACING: 0.35" MINIMUM, 0.75" MA) -A MINIMUM OF 24" IN THE DIRECTION OF TRAVEL. ®SPACING VARIES ON RADIAL PLATES. -THE FULL WIDTH OF THE RAMP, LANDING, OR BLENDED TRANSITION, WITHIN 3" OF FULL WIDTH ON EITHER END. 5 TYPICAL WIDTHS AVAILABLE: 12 ", 18 ", 24 ", 30 ", 36 ". OCHECK -THE FULL LENGTH OF THE PUBLIC USE AREA OF A RAIL PLATFORM. WITH MANUFACTURERS FOR AVAILABLE WIDTHS. PERMITTED CONSTRUCTION HOURS- MON. -FRI. ©ON RADIAL PLATE, RADIUS DEFINED AT BACK OF CURB. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, ROADWAY, OR WALKWAY, AND BE GRAY IN COLOR. O7 TYPICAL RADII. CHECK WITH MANUFACTURERS FOR AVAILABLE RAC N� aff or DETECTABLE WARNING SURFACI TO TRUNCATED DOMES REVISED: 5 -12 ENGINEERING DEPARTMENT PLATE No-: 5215A MNDOT g 7o3aA FILE NAME: G: \ENG \SPECS \5215A CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING 1. SIGNS TO BE A MINIMUM OF 12" X 18 FIRE 2. RED ON WHITE IS PREFFERED. LANE 3. 3M OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75'INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET BACK A MINIMUM OF 24" BUT NOT MORE THAN 36" FROM THE BACK OF CURB. B. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. 1 =III- i- ITT- ITT -ITT CURB CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06 -1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. Qff OF FIRE LANE SIGNAGE REVISED: 1 -10 PLATE NO.: FILE NAME: G: \ENG \SPECS \5218 ENGINEERING DEPARTMENT 5218 HUB WITH THREADED METAL PLUG TO BE SET AT FINAL GRADE. METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES VIA METAL DETECTOR. FINISHED GRADE ONE PIECE PVC SDR.-35111 -= - = _- lM CLEANOUT RISER (SIZE AS PER PLAN) ONE PIECE PVC SDR. -35 CLEANOUT RISER (SIZE AS PER PLAN) - S w w W U Q Of J � W w 0 RIDGID SDR -35 10' MIN. NOTE: 1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON- GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. 4. ALL DRAINTILE MUST HAVE TRACER WIRE TAPED TO THE TOP OF THE PIPE AND BE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE OR CLEAN OUT. TRACER WIRE AS PER SPECIFICATIONS. FOLLOWING COMPLETION, THE CONTRACTOR WILL BE REQUIRED TO PASS A LOW VOLTAGE CODUCTIVITY TEST. cfrof SUB - SURFACE PVC DRAINTILE CLEANOUTS FOR INLINE AND END OF RUN CLEANOUTS REVISED: 1 -12 ENGINEERING DEPARTMENT PLATE N0•` 5234 FILE NAME.-G: ENG SPECS 5234 5 FT. MIN. LENGTH STEEL POST SPRING AT 6 FT. MAX. SPACING 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING PLASTIC ZIP TIES (50 LB. TENSILE) GEOTEXTILE FABRIC �36" WIDE PLASTIC ZIP TIES GEOTEXTILE 36" WIDE �ABRIC ANCHO LOCATED IN TOP 8" CONIFEROUS (50 LB. TENSILE) LOCATED IN TOP 8" TRENCH.BACKFI APRIL21 TIRE COMPACTION ZONE RESIDENTIAL SUBDIVISION WITH TAMPED NATURAL SOIL FLOW FLOW FLOW FL( 6 "MIN. w z T E 77- CDC t JUNE 15 CONTACT- NAME J NE 1 °`w NOV. 1 m og VARIES �m fi "MIN. APRIL? PERMITTED CONSTRUCTION HOURS- MON. -FRI. MACHINE SLICE ow AU&2T.T N� 8' - 12" DEPTH N TO d SILT FENCE, MACHINE SLICED (M 2 2 SILT FENCE, HEAVY DUTY (M BRANCHES MAY HAVE TO BE REMOVED TO PERMIT INSTALLATION 5 FT. MIN. LENGTH STEEL POST GEOTEXTILE FABRIC 9AM -5PM AT 6 FT. MAX. SPACING 36" WIDE MAYY17 ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, STAPLES OF 12" MIN. HEIGHT RODENT GUARDS. LANDSCAPE STAPLES (6' LENGTH, 2 PER FABRIC ANCHORAGE TRENCH. BACKFILL z 0 WITH TAMPED NATURAL SOIL cn TAB) THROUGH THE HOLES IN BELOW THE SOIL SURFACE WITHOUT DISTURBING THE TREE cn OF THESE HOURS. MASS PLANTING O a- w FLOW r CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952 - 227 -1160 r � m : 6" SILT FENCE TO BE PLACED ON CONTOUR. SEE SLOPE /GRADE w MIN. AND LENGTH CRITERIA BELOW 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. Z 3. SIGN SHALL HAVE WHITE BACKGROUND WITH SILT FENCE, PREASSEMBLED 1 2 VARY SLOPE NOTES: SILT FENCE PER AFOOT SPECS, SOURCE 2005 SEE SPECS. 2573 & 3886. 1D Ta Protect Area From Sheet Flow OMaximum Contributing Area: 1 Acre SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF CONSTRUCTION LIMITS SLOPE GRADE MAX LENGTH LESS THAN 2% 100 FEET 5 % 75 FEET 5 -10% 50 FEET 10 - 20 % 25 FEET GREATER THAN 20% 15 FEET LOCATION OF SILT FENCE FOR SEDIMENT CONTROL SLOPE V ARI ASSSIR ABLE LOCATION OF SILT FENCE FOR PEREMITER CONTROL W101 SILT FENCE REVISED: 3 -12 ENGINEERING DEPARTMENT PLATE N0'` 530C FILE NAME G: \ENG \SPECS \5300 0 PO 1 " -2" CLEAN CRUSHED ROCK do o G �J��o 0 T 6 "MIN.DEPTH FOR ROCK 10 "MIN.DEPTH FOR WOODCHIPS yip � M V MVM 01D 18" MINIMUM CUT OFF BERM 20 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. off of ROCK CONSTRUCTION ENTRANCE REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE N0'L 5301 FILE NAME: G:\ENG \SPECS \5301 1" DIAMETER ROCK FILTER NOTE: SILT FENCE PER MNDOT SPECIFICATIONS, SOURCE MACHINE SLICED WOVEN MONOFILAMENT, 36" WIDE FASTENED TO STEEL T -I WITH 3 (50LB) TENSILE STRENGTH PLASTIC ZIP TIES PER T- POST.(MACHINE SLICED) RUNOFF 4' MINIMUM I�Sl.fi FILTERED WATER NOTION A A 24" 12 mfo OFFROAD CATCHBASIN FILTER BARRIER REVISED: 2 -10 ENGINEERING DEPARTMENT PLATE N0'` 5302 FILE NAME: G: \ENG \SPECS \5302 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION. ALLOWABLE AXLE WEIGHT LOAD N/A AWS STRUCTURAL WELDING CODE - STEEL 31.1 -94. SAFETY FACTOR N/A 29 CFR 1925 - OSHA SAFETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 CFS C 3" HEAD MAXIMUM OVERFLOW RATE 5.94 CFS @ 15" HEAD MODEL -BOO DEFLECTOR PLATE OVERFLOW 7 - CENTER OF FILTER ASSEMBLY OVERFLOW 2 - TOP OF CURB BOX /-7D" FILTER ASSEMBLY CURB i CC -23 HICH -FLOW HIGH -FLOW FABRIC-/ � NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS /SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. QrIOF CATCH BASIN SEDIMENT TRAP REVISm: 1 -10 ENGINEERING DEPARTMENT PLATE NI 5302A FILE NAME G: ENG SPECS 5302A WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 3' LONG WOOD POSTS, 8 REQ'D. NOTES CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2 -16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886 -1 (MACHINE SLICED). ADDITIONAL 8 -10" OF FABRIC FLAP AT BOTTOM OF BOX N 8 -10" FABRIC FLAP- BURY P UNDER ROCK TO PREVENT UNDERWASHING 2" WASHED ROCK V DEEP X 2' WIDE W10F SILT BOX SEDIMENT TRAP REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE N0'` 5302G FILE NAME G:\ENG \SPECS \5302A 8' III - SPRING FALL 1�1' PERENPLO CONIFEROUS PROJECT NAME SEEDLINGS DECIDUOUS CONIFEROUS PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY MAY APRIL21 APRL21 RESIDENTIAL SUBDIVISION OCT.1 AUG. 25 1 ® DEVELOPER- NAME TO TO T E PHONE NUMBER TO 4' -T JUNE 15 CONTACT- NAME J NE 1 J 1 NOV. 1 PHONE NUMBER VARIES 69 APRIL? PERMITTED CONSTRUCTION HOURS- MON. -FRI. APRL7 OCT. 10 AU&2T.T 7AM -6PM OR 'WIRE MESH TO SATURDAY U Uj BRANCHES MAY HAVE TO BE REMOVED TO PERMIT INSTALLATION 4.* *PUSH THE STAKE INTO THE GROUND, 9AM -5PM MAYY17 J MAYY17 ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, BE". 16 OF 12" MIN. HEIGHT RODENT GUARDS. LANDSCAPE STAPLES (6' LENGTH, 2 PER MAINTENANCE OR DELIVERIES z 0 Z REMAINIPJG QUANTITY. USE TRIANGULAR SPACING, UNLESS SPECIFIED OTHERWISE. PROVIDE 5' RADIUS CLEAR OF SHRUBS AROUND EACH ALLOWED ON SITE OUTSIDE TAB) THROUGH THE HOLES IN BELOW THE SOIL SURFACE WITHOUT DISTURBING THE TREE W OF THESE HOURS. MASS PLANTING DECIDUOUS TREE AND B' RADIUS AROUND EACH EVERGREEN) TREE_ THIS THE 3 BOTTOM TABS AT OPPOSITE CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952 - 227 -1160 7." "INSTALL ON ALL DECIDUOUS AND NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. RADIUS (CLEARANCE) SHALL BE MEASURED FROM THE CENTER OF THE 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. Z 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 5.* *CUT EDGES WILL NOT BE PERMITTED AT THE TOP OF THE 4. LETTER SIZE TO FIT 8' A 6' SIGN. QrIOF DEVELOPMENT CYLINDER. CUT THE STAKE FLU5H WITH THE TOP OF THE CYLINDER_ INFO SIGN REMSED:1 -10 ENGINEERING DEPARTMENT PLATE N0'` 5313 FILE NAME: G: \ENG \SPECS \5313 PLANTING DETAIL FOR STS SLOPES E]OSTINGGRADE iLHD /JCly:1 PLANTACCORDINGTO RANTING DETAILS, AS APPLICABLE. ON 12 SLOPES OR GREATER, DO NDT CONSTRUCTTHEUPHLLHALFOFTHE WATERING BASIN. ON WET, POORLY DRAINED SOL$ OO NOT CONSTRUCT WATERING BASIN. PLANTING DETAIL FOR MASS PLANTING BEDS 6' FOR DECIDUOUS TREES S' FOR CONIFEROUS TREES HOLE EKCAVATION WIDTH IN ACCORDANCE WITH MINIMUM ON STANDARD PLANTING DETAILS (A) PREPARED PLANTIM3 BED AND BACKFLL SOIL (THOROUGHLY LOOSENED) MULCH FINISHED GRADE 0 INDICATES PROJECT LOCATION NOTES: 1. "BARE ROOT PERENNIALS MUST BE INSTALLED IN THE SPRING BY JUNE 1ST IF PLANTING IN FALL, FOLLOW FALL DECIDUOUS PLANTING DATES. Z- ACTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL CONDRIONS, AS DETERMINED BY THE ENGINEER &-FALL PLANTING KAY NOT BE RECOMMENDED ORALLOWED. SEE SPECIAL PROVISIONS FORSPECFIC, PROJECT REQUIREMENTS. THE FOLLOWING BARE ROOT PLANTS ARE NOT RECOMMENDED FOR FALL INSTALLATION: HAWTHORN. RUSSIAN OLIVE DOT. NOCD. POPLAR. HACKBERRY, LINDEN. ROHWOOR HONEYLOCUST, BIRCH4 MOUNTAIN ASH, MAPLE, WILLOW, CRABAPPLE, PL UWCHEII OAKS, AND SUMAC. OPTIMUM PLANTING DATE ZONES IN MINNESOTA ZONE 2 - ONTARIO • ' �OJdE.• 3' .• 1 N. JA 'MIhJfV.'• - • W1 S.. MICH. ZONE 5 OHIO UNAC EP T LE KAN• ACCEPTABLE PLANT STOCK GROWING RANGE LMI TS SOURCE U.S.OA PLANT HARDINESS ZONE MAP QUEBEC KEY SPRING FALL 1�1' PERENPLO CONIFEROUS DECIDUOUS SEEDLINGS DECIDUOUS CONIFEROUS 40to -W MAY APRIL21 APRL21 APRL21 OCT.1 AUG. 25 1 ® TO TO TO T E TO TO 4' -T JUNE 15 JUNE 1 J NE 1 J 1 NOV. 1 all 16 VARIES MAY? APRIL? APRIL'? APRL7 OCT. 10 AU&2T.T l ® OR 'WIRE MESH TO * *RATCHET -LOCK TIES SHALL BE NYLON AND AT LEAST 5" U Uj BRANCHES MAY HAVE TO BE REMOVED TO PERMIT INSTALLATION 4.* *PUSH THE STAKE INTO THE GROUND, JUNE16 MAYY17 J MAYY17 NOV 16 BE". 16 OPTIMUM PLANTING DATE ZONES IN MINNESOTA ZONE 2 - ONTARIO • ' �OJdE.• 3' .• 1 N. JA 'MIhJfV.'• - • W1 S.. MICH. ZONE 5 OHIO UNAC EP T LE KAN• ACCEPTABLE PLANT STOCK GROWING RANGE LMI TS SOURCE U.S.OA PLANT HARDINESS ZONE MAP QUEBEC KEY ZONE MAP ZONE 1 0 BELOW -W ZONE2 0 40 bm ZONES 0 40to -W ZONE4 N/A 4" -I! ALL PLANT STOCK SHALL BE DEEMED ACCEPTABLE FOR HARDINE8& 1.'"IF R S HARDY TO THE PANMD30TA ZONE WHERE THE PROJECT SITE F3 LOCATED AND: A.-RANT STOCK CAN BE DOCUMENTED AS CONTINDOUSLY GROWN FOR AT LEAST THE LAST TWO YEARS WITHIN THE FOR LIMITS SHIOVM ON THE ACCEPTABLE PLANT STOCK GROWINEI RANGE LMITR OR B."PLANT STOCK, IF BROWN OUTSIDE THE ACCEPTAI: GROWING RANGE LIMITS, CAN BE DOCUMENTED AS RAVING THE SEED SOURCE AND ROOT AND GRAFT STOCK ORIGINATING FROM WITHIN THE ACCEPTABLE GROWING RANGE LIiTTB. INSTALL TILE DRAINAGE INSTALL GRANULAR FILTER. 1."EMAVATE HOLE ORBEDTOALLOW 1. "EXCAVATE HOLE OR BFI TO PLACING THE TOP OF THE ROUT MASK ALLOW PLACING THE TOP OF 1' -3' HIGHER THAN FINISHED GRADE. ROOT MASS 1 " -3' HIGHER TWUI 2 "INSTALL4' MINIMUM DIAMETER DRAIN TIE FINISHED GRADE DAYUGH ING AT A LOWER GRADE, AS IL "AUGER W DIAMETER HOLES APPROVED BY THE ENGINEER ENTIRELY THROUGH IMPERVIOUS S."COMPLETE PLANTING ACCORDING TO OR SOL LAYER TOAINEOHARO PAN PLANTINGDETALS (SHEETA) . 80L LAYER TORDEgLWTELY DRAIN SUBSOL 1-T'HOUR000HLY BACKFILLAUGER HOLES WITHA UNFORM INCORPORATED MDCTURE OF W% - SAND AND W% NPLACESOL 4.-COMPLETE PLANTINGACCORDING TO PLANTING DETAILS (SHEETAy1 . INSTALL MINI -BERM 1."E OVATE HOLE OR BED 1/4 THE DEPTH OF THE ROOTMASS. NOTE 2.-SET ROOT MASS IN HOLE THE NEED FOR Il S AND WHICH TY E 3. "CONSTRUCT BERM WITH SANDY LOAM PLANTNGALL BE AND WHICH TYPE TOPSOIL. EXTEND THE BERM BASE TO TOUSE TRACTOR AN BY TOE CONTRACTUR AHD SUBJECT WIDTH OF 3 TIMES THE BERM HE[FTT. TO APPROVAL 13Y THE ENGINEER. 4.-COP PLETE PLANTING ACCORDING TO PLANTNGDETALS (SHEETA) . ALTERNATIVE PLANTING DETAILS FOR POORLY DRAINED SOIL SUBSIDING OR DETERIORATING MULCH SHALL BE AOCEPTABLE THROUGHOUT THE CONTRACTPRE= PROVIDED THE MULCH DEPTHS MAINTAINEDATA MINIMUM T DEPTH AT ALL TIMES AND UPON FINAL ACCEPTANCE REPLACEMENT MULCH SHALL BE REQUIRED WHEN THE CONTRWrOM OPERATIONS ^ ^ HAVE CONTAMINATED THE MULCH WITH SOIL NOTE: 1."REMOVE MULCH PLACED TO DEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE ENGINEER 2.-PULL MULCH BACK NO LE55THANTAND NO MORE THAN R FROM THE TRUNK TYPE OF PLANT W CENTER OF PLANTTO MULCH UNE x ED13EOF BRANCIINGTO MULCH LINE Y DEPTHOF MULCH z DEPTH OF MULCH CONIFEROUS TREES VARIES 7MIN. 4' -6' 4' -ti' DECIDUOUS TREES TMIN. N/A 4" -I! 4' -T CONIFEROUS SHRUBS VARIES YMIN. T -4' 4- -I: DECIDUOU33HRUBS TMIN. WA 4' -4• 4' -T VINES ?MIN. N/A 4 " -(" 4• -S PEREHIAU3 VARIES 2 MIN z' -4' 2' -4' MACHINE - TRANSPLANTED TREES 12'BEYOND EDGE OF HOLE 4' -6' 4' -6' MULCH PLACEMENT DETAL Crff OF REVISED: FILE NAME: ENGINEERING PLATE PLANTING DETAILS FOR $$�[j 2 -10 G: \ENG/SPECS/5310 DEPARTMENT 5310 STEEP SLOPES /hIIASS BED PLANTINGS 1,0 FORM A DOUBLE- LAYERED CYLINDER USING 0.25" GRID GENERAL NOTES 1_* *FOLD DVER THE TOP EDGE OF THE GALVANIZED WELDED WIRE MESH (HARDWARE CLOTH ). PULLED BACK FROM THE TRUNK AS HDPE [HIGH DENSITY POLYETHYLENE) OVERLAP THE CUT END 2 ", o O TOWAR S THE THREE BOTTOM TABS. 2.* *DRIVE TWO 1" x 1" DPPDSIPJG HEARTWOOD WHITE OAK • • 130 LBS -HIGH DENSITY POLYETHYLENE. 2.* *BEND THE HDPE INTO A CIRCLE WITH STAKES INTO THE GROUND 7" FROM THE CENTER OF THE BROWN IN COMDR THE SIDE TABS ON THE DUTSIDE OF TREE STEM. 24" MIPJ. HT. FOR DECIDUOUS THE CIRCLE. 3.* *SECURE THE MESH CYLINDER TO THE OUTSIDE OF THE TREES AND 12" MIN. HT. FOR "" 3. ALIGN THE HINGES AND BEGIN STAKES USING EITHER, SCREWS AND WASHERS OR PINE TREES SLIDING THE 1/4" GALVANIZED WRE RATCHET-LOCKING TIES THE OVERLAP. SPACE MULCH MATERIAL STAKE (WITH HOOK S THROUGH THE ATELY4 CENTER APPROXIMATELY 4" ON CEPJTER ALOfJG THE OVERLAP. HINGES TO INTERCRINNECT THE HOPE **SCREWS SHALL BE ROUND HEAD GALVANIZED 1 /5' DIA. x 4.5" HINGE AFTER SLIDING THE WIRE THROUGH 3/4" LONG WITH WASHERS. ALL OF THE HINGES, TURN THE HOOK 6•**THE BOTTOM WHORL DF PIPJE 15' WARDS THE INSIDE OF THE HOPE. OR 'WIRE MESH MASS PREPARE PLANT SPACING OF OR LESS_ PLANT IN STAGGERED * *RATCHET -LOCK TIES SHALL BE NYLON AND AT LEAST 5" U Uj BRANCHES MAY HAVE TO BE REMOVED TO PERMIT INSTALLATION 4.* *PUSH THE STAKE INTO THE GROUND, LONG. - - STPF,E A MINIMUM OF 12 '. DRIVE 51X Q W OF 12" MIN. HEIGHT RODENT GUARDS. LANDSCAPE STAPLES (6' LENGTH, 2 PER 4.* *IMBED THE LOWER EDGE OF THE MESH CYLINDER 1" z 0 Z REMAINIPJG QUANTITY. USE TRIANGULAR SPACING, UNLESS SPECIFIED OTHERWISE. PROVIDE 5' RADIUS CLEAR OF SHRUBS AROUND EACH INSTALL ON ALL DECIDUOUS AND PINE TREES, DO NDT INSTALL TAB) THROUGH THE HOLES IN BELOW THE SOIL SURFACE WITHOUT DISTURBING THE TREE W = MASS PLANTING DECIDUOUS TREE AND B' RADIUS AROUND EACH EVERGREEN) TREE_ THIS THE 3 BOTTOM TABS AT OPPOSITE ROOTS_ 7." "INSTALL ON ALL DECIDUOUS AND C) ANGLES TO SECURE THE HDPE TO RADIUS (CLEARANCE) SHALL BE MEASURED FROM THE CENTER OF THE � Z PINE TREES, DO NOT INSTALL ON THE GROUND. 5.* *CUT EDGES WILL NOT BE PERMITTED AT THE TOP OF THE TREE TO THE CENTER DF THE SHRUB. NOTIFY ENGINEER OF GRDSS SPRUCE TREES. CYLINDER. CUT THE STAKE FLU5H WITH THE TOP OF THE CYLINDER_ - I `� PLANT QUANTITY SURPLUS DR DEFICIENCY IMMEDIATLEY. MASS MULCH 5_* *MULCH WITHIN THE CYLINDER SHALL cJ rTTj : NDT EXCEED 3" DEPTH AND SHALL BE - 24" MIN, HT FOR DECIDUOUS GENERAL NOTES TREES AND 12' MIN. HT. FOR PIPJE TREES lY g" „ SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. PULLED BACK FROM THE TRUNK AS THE PLANTING DETAILS REPRESENT ADEQUATELY DRAINED SOIL CDNDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1 " -3' HIGHER IN PDORLY DRAINED SOILS OR USING 1/4" GALVANIZED WIRE STAKE WITH HOOK o O Q ALTERNATIVE PLAhTING DETAILS ON SHEET B. • • 130 LBS -HIGH DENSITY POLYETHYLENE. PLANTING HOLE AND BED CULTIVATION THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE IN HEAVY POORLY DRAINED DR IMPERVIOUS SOILS. BROWN IN COMDR FOLD LINE LOOSER) ALL ISOLATED TREE PLAPJTIPJG LOCA71DNE ANO PLANTING BEDS TO A MINIMUM DEPTH OF 12 ". SOIL AMENDMENTS SHALL BE APPLIED 6" LANDSCAPE STAPLE W DURING CULTIVATION. BACKFILL SOIL USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANTING HOLES. REMOVE ALL DEBRIS INCLUDING RDCKS LARGER THAN 3" DIAMETER. 12" MIPJ, 2 PER TAB FERTILIZER MN /DOT 3881 MULCH MATERIAL COMPOST Mn/DOT 3B9D 6.* *MULCH WITHIN THE CYLIINDER SHALL NOT EXCEED 3" 12" MIPJ.• PULLED BACK FROM THE TRUNK AS TOP TAB J J o O Q DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS ^ O SPECIFIED IN MULCH PLACEMENT FOLD LINE wLx W J W W SPECIFIED IN MULCH PLACEMENT DETAIL. W LL � DETAIL. MULCH MATERIAL Mn OT 3682 TYPE 5 UNLESS OTHERWISE SPECIFlED. 4.5" HINGE Q 7.* *THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE REMOVED TO PERMIT IN5TALLA110N OF 12" MIN. HEIGHT 6•**THE BOTTOM WHORL DF PIPJE Z 06 W MASS PREPARE PLANT SPACING OF OR LESS_ PLANT IN STAGGERED RODENT GUARDS_ U Uj BRANCHES MAY HAVE TO BE REMOVED TO PERMIT INSTALLATION m - -, - - - - - - - - ROWS DfJ THE PERIMETER FIRST, THEN UNIFORMLY FILL IN W1TH Q W OF 12" MIN. HEIGHT RODENT GUARDS. 4°- 1 1 z 0 Z REMAINIPJG QUANTITY. USE TRIANGULAR SPACING, UNLESS SPECIFIED OTHERWISE. PROVIDE 5' RADIUS CLEAR OF SHRUBS AROUND EACH INSTALL ON ALL DECIDUOUS AND PINE TREES, DO NDT INSTALL Q W = MASS PLANTING DECIDUOUS TREE AND B' RADIUS AROUND EACH EVERGREEN) TREE_ THIS ON SPRUCE TREES. ♦♦ V 7." "INSTALL ON ALL DECIDUOUS AND C) RADIUS (CLEARANCE) SHALL BE MEASURED FROM THE CENTER OF THE � Z PINE TREES, DO NOT INSTALL ON - - - ' - - - - ' - - TREE TO THE CENTER DF THE SHRUB. NOTIFY ENGINEER OF GRDSS SPRUCE TREES. - - - I `� PLANT QUANTITY SURPLUS DR DEFICIENCY IMMEDIATLEY. MASS MULCH cJ rTTj : PLANT SPACINGS OF - OR LESS. RODENT PROTECTION DETAIL (OPTION 1) J BOTTDM.TAB (TYP.) I j PAINT OAKS, LINDENS, LOCUSTS, MAPLES, CRABAPPLES AND MOUNTAIN v TREE PAINTING ASH. ONLY UNDILUTED EXTERIOR WHITE LATEX PAINT IS ACCEPTABLE. * 24" SIZE FOR PAINT TREE CIRCUMFERANCE FROM GROUND LINE TO FIRST MAJOR DECIDUOUS TREES BRANCH. "� PLANTING PLMJ RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN. SIZE FOR 73` k 15' 15" M CO CONIFEROUS TREES. 1l ,2 55.25" PLANT TYPE AVERAGE AMOUNT OF WATER PER PREVAILING WINI 3.25" MIN. 1.* *USE SEAMLESS, EXTRUDED, TWIN -WALL, APPLICATION IN GALLONS RIGID AND SEMI TRANSLUCENT RODENT PROTECTION DETAIL (OPTION 2) NETTING POLYPROPYLENE TUBES WITH A LASER MACHINE TRANSPLANTED TREES LIPJE PERFORATION AND AN 42" AND UP 5a - }(} LASER LINE Z OUTWARD - FLARED TOP RIM. PERFORATIOPJ "SECURE NOTES: BARE ROOT TREES 15 TUBE SHELTER 2." THE SHELTER WITH NYLON RACHET- LOCKING TIES ATTACHED TO A 1_* *STEEL POSTS TO BE NOTCHED OR DRILLED TO WATERING BALLED & BURLAPPED SHRUBS 10 1" x 1" WHITE OAK STAKE TO PREVENT RETAIN GUY WIRES PLACE OUTSIDE OF ROOT GUIDELINES DISLODGING OR TWISTING. IMBED THE BALL. DRIVE PLUMB REGARDLESS OF GROUND BARE ROOT OR CONTAINER SHRUBS 7 (LENGTH V BOTTOM OF THE TUBE A MINIMUM OF SLOPE. N 1" BELOW THE SOIL SURFACE WITHOUT 7' ROLLED STEEL WOODY SEEDLINGS 4 pISTURBING THE TREE ROOTS. 2. *REQUESTS TO SUBSTITUTE RUBBER HOSE AND `DST (Mn /DOT 3403 RELEASABLE WIRE GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. PERENNIALS AND VINES 3 RATCHET TIE TO SECURE STAKE IN _1" M J, 3_FeINSTALL A PLASTIC PHOTODEGRADABLE fJETT1fJG COVER APJD SLEEVE OVER THE APPROVED. 16" LONG IT IS THE CONTRACTOR'S RESPONSIBILITY TO MDNITDR AND MAINTAIN FORMED TUBE RECESS TOP OF THE TUBE TO PREVENT 3.* *TREE STAKING IS PICT REQUIRED UNLESS POLYPRDPYLEPJE OR SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE ENTRAPMENT OF BIRDS. PULL NE771hJG SPECIFIED OR NECESSARY TO MAINTAIN TREES LISTED APPLICATION AMDUNTS ARE GUIDELINES. NOT REQUIREMENTS. DOWN AS SHOWN. IN A PLUMB CONDMON WHERE VANDALISM, POLYETHYLEfJE 40 MIL, N SOIL, OR WAND CONDITIONS ARE A PROBLEM, 115" WIDE STRAPS. DR AS REQUESTED BY THE ENGINEER. ATTACH WITH 10 go WIRE. 4.* *REMOVE AFTER ONE YEAR. PLANTING SOIL " "'DISTURBED SOIL )SENED SOIL WITH SOIL AMENDMENTS 15HED SOIL ELEVATION MIN. 12" LOOSENED SOIL, WITH SOIL AMENDMENTS __DISTURBED SOIL PAINT TREE CIRCUMFERENCE FROM GROUND LINE TD 1ST MAJDR BRANCH. 10', 2.2 LB. FL*JGED CHANNEL STEEL SIGN POST (Mn/DOT 3401) OR APPROVED EQUAL. 1- _ MULCH LOOSENED SOIL FINISHED GRADE APPLICABLE TO DECIDUOUS OVER 4" CALIPER AND EVERGREEN TREES OVER 10 STANDARD TREE STAKING GUYING DETAIL LARGE MACHINE TRANSPLANT TREE 0 OF ENGINEERING PLATE REVISED: 1 -10 FILE NAME G: \ENGWECSk5311 DEPARTMENT 5311 PLANTING DETAIL C levio I S I@t e G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763 - 213 -3944 952 - 250 -2003 II 'Il DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 Minneapolis, Minnesota 55401 612.676.2700 www.djr - inc.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Z?6 Ma hew R. Pavek DATE 10/4/13 LICENSE No. 44263 ISSUE /SUBMITTAL SUMMARY REVISION SUMMARY DETAILS I CITY ■ COPYRIGHT 2013 CIVIL SITE GROUP INC. V () J J o O Q z ^ O wLx W J W W W Z W LL � ~_ Q CY Z Z 06 W W U Uj m ♦�^ z Uj z Q W Z z 0 Z � Q Q W = ~ O ♦♦ V J W C) � Z U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Z?6 Ma hew R. Pavek DATE 10/4/13 LICENSE No. 44263 ISSUE /SUBMITTAL SUMMARY REVISION SUMMARY DETAILS I CITY ■ COPYRIGHT 2013 CIVIL SITE GROUP INC. R 0. NOTES: 1. *REDUCE CDMPACTION ON ROOT SYSTEMS WHERE IT OCCURS BY DRILLING 50 mm 2 ") DIAM. HOLES IN THE SOIL TO A DEPTH D 45D mm (18 "). BEGIN 3' FROM THE TREE TRUNK AND CONTINUE AT z' INTERVALS IN CONCENTRIC RINGS OUT TO THE PROTECTION )OT SYSTEM BRIDGE ZONE BRATDRY PLOW 2.**WATERING OF ROOT DAMAGED TREES WILL BE REQUIRED TO MAINTAIN ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE TO A DEPTH OF 15" WITHIN THE UNDISTURBED PORTION OF THE IMPACTED TREE DRIPUNE- 3.**A 6 INCH LAYER OF WOODCHIP MULCH PLACED OVER A TYPE III (3733) GEOTEXTILE FABRIC MAY BE USED IN LIEU OF THE ROOT SYSTEM BRIDGE. 4.* *WHEN DESIGNATED IN THE PLAN OR WHEN DIRECTED BY THE ENGINEER, ALL TREE ROOTS AT THE CONSTRUCTION LIMITS SHALL BE CUT CLEANLY TO THE MAXIMUM DEPTH ROOT S(STEhd BRIDGE AND VIBRATOROY PLOW NECESSAR FOR CONSTRUCTION) WITH A VIBRATORY PLOW OR OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTIVITIES SHALL BE IMMEDIATELY COVERED WITH A 6" LAYER OF ADJACENT SOIL. BACKFILL, REGRADE, OR INSTALL RETAINING WALL AS DESIGNATED IN THE PLAN OR WHEN DIRECTED BY THE TUNNEL ENGINEER. PROTECTION ZONE 5. * *IF CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM BRIDGES WITH STEEL PLATE SUPPORTED ON WOOD TIMBERS PLACED RADIALLY TD THE TREE TRUNK. UTILITY INSTALLATION TUNNEL ROOT PROTECTION AND TRENCHING DETAILS Tree Protection Area DO NOT ENTER THE FENCED AREA We appreciate your cooperation to protect these trees during 3 § construction �W FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIPLIPJE FABRICATE 12" X 9 "X 3/8' SIGN WITH 0.75' RADIUS CORNER5. OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION. SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE. TO POST USING 1" LENGTH WOOD SCREWS, PLACED AT 2.5" PLACE PRDTECTION SIGNS ALONG FENCE AT 20' INTERVALS. AND 7.3" RESPECTIVELY FROM THE BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL TREE PROTECTION ZONE TREE DIAMETER AT 4.5' ABOVE GROUND *MINIMUM DISTANCE FROM FACE OF TREE TRUNK INCORRECT CUT (TOO CLOSE) RESULTING 2 3 " -4" 4' IN DISCONTINUOUS CALLUS FORMATION BRANCH BARK RIDGE 1O -14 AFTER ONE SEASON OF GROWTH. 15 " -79" l 19 + 15 (127 SEEDLING CORRECT CUT (LEAVING BRANCH COLLAR (197 (6) 9.R (25 B.B. (96'1 Oln [ 1257 BR BUT NO STUB) RESULTING IN CONTINUOUS 1.76 BR (27 B.R. [27 B.B. B. B B (3.51 B.B. (141 DDUGHNUT SHAPED CALLUS FORMATION DEAD BRANCH (97 2, LIVING BRANCH C B 01) (7) AFTER ONE SEASON OF GROWTH. 0(m (31 + j (111 (4) CONT. 1 STEPS TO PRUNING B 16 Ills (07) DONT. ( 187 (6y CDNT. (237 7. A (2n 1. " "FRI5 T CUT PART WAY THROUGH THE C [9D7 (11.) (III wrrr. { 977 1 BRANCH AT PRINT A. (441 E EI A D I `� 2. *•THEN CUT COMPLETELY THROUGH BRANCH FROM POINT B TO A. A CDNr. (127 { 167 VINES 1YR MED. BR {157 [777 I YR. NO. IBR [1Tj 3.* *NOW CUT FROM POINT C TO D. D I (887 (12"1 2YR. NO. I BR (427 a. * *IF D 15 HARD TO FIND, DROP A BRANCH l 0r) [g1 (04 CDNT. I (En PLUMB LINE VERTICALLY DOWN TO COLLAR yyy X BRAPJCH COLLAR RA'VnSIM 1 -10 flLE �:Q1M01�01MW OPEN POINT K. THE APJGLE X -C -D PLANTING DETAILS FOR TYPICAL INDIVIDUAL PLANTINGS SHOULD BE APPROXIMATELY EQUAL Ilj I`+ TO X -C -E. PRUNING NOTES: HARDWOODS SOME CONIFERS 1.* *LEAVE BRANCH COLLAR (C TO D) 2.00DO NOT FLUSH CUT (C TO X) 3." 0DO NOT LEAVE STUBS (B TO A) DROP CRUTCH PRUNING IS 4.NNBEST TIME TO PRUNERS LATE USED FOR REDUCING THE A B CORRECT TOO TOO TOO DORMANT SEASON OR EARLY SPRING. HEIGHT OR LENGTH OF MAIN C PRUNING CLOSE LONG SLANTED 5." "AVOID PRUNING OAKS IN APRIL, MAY, STEMS OR BRANCHES BY CUT JUNE OR JULY, CUTTING BACK TO A LARGE LATERAL BRANCH. 6.--IMMEDIATELY PAINT OAK WOUNDS MADE IN APRIL, MAY, JUNE OR JULY WITH LATEX PAINT OR SHELLAC. D.� DROP CROTCH OR CUTTING BACK BRANCHES SMALLER THEN 2" IN DIAMETER SHOULD BE CUT JUST BEYOND A LATERAL BUD OR PRUNING SMALL BRANCHES SMALL LATERAL BRANCH. THE IDEAL IDEAL CUT SHOULD BE SHARP, PRUNING DETAILS (Shigo Method) CLEAN, AND MADE ON A SLIGHT ANGLE. SIGNIFICANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES: 1.* *PLACE THE TEMPORARY FENCE. DRIP LIPJE 2.* *REDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL CONSTRUCTION LIMITS BE DISTURBED BY NORMAL SLOPE ROUNDING, AS TREE APPROVED BY THE ENGINEER. 3.* *VARY BACK SLOPE STEEPNJESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE. AS APPROVED BY THE ENGINEER. TEMPORARY FEPJCE REDUCED ROUNDING NORMAL ROUNDING R 0. NOTES: 1. *REDUCE CDMPACTION ON ROOT SYSTEMS WHERE IT OCCURS BY DRILLING 50 mm 2 ") DIAM. HOLES IN THE SOIL TO A DEPTH D 45D mm (18 "). BEGIN 3' FROM THE TREE TRUNK AND CONTINUE AT z' INTERVALS IN CONCENTRIC RINGS OUT TO THE PROTECTION )OT SYSTEM BRIDGE ZONE BRATDRY PLOW 2.**WATERING OF ROOT DAMAGED TREES WILL BE REQUIRED TO MAINTAIN ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE TO A DEPTH OF 15" WITHIN THE UNDISTURBED PORTION OF THE IMPACTED TREE DRIPUNE- 3.**A 6 INCH LAYER OF WOODCHIP MULCH PLACED OVER A TYPE III (3733) GEOTEXTILE FABRIC MAY BE USED IN LIEU OF THE ROOT SYSTEM BRIDGE. 4.* *WHEN DESIGNATED IN THE PLAN OR WHEN DIRECTED BY THE ENGINEER, ALL TREE ROOTS AT THE CONSTRUCTION LIMITS SHALL BE CUT CLEANLY TO THE MAXIMUM DEPTH ROOT S(STEhd BRIDGE AND VIBRATOROY PLOW NECESSAR FOR CONSTRUCTION) WITH A VIBRATORY PLOW OR OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTIVITIES SHALL BE IMMEDIATELY COVERED WITH A 6" LAYER OF ADJACENT SOIL. BACKFILL, REGRADE, OR INSTALL RETAINING WALL AS DESIGNATED IN THE PLAN OR WHEN DIRECTED BY THE TUNNEL ENGINEER. PROTECTION ZONE 5. * *IF CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM BRIDGES WITH STEEL PLATE SUPPORTED ON WOOD TIMBERS PLACED RADIALLY TD THE TREE TRUNK. UTILITY INSTALLATION TUNNEL ROOT PROTECTION AND TRENCHING DETAILS Tree Protection Area DO NOT ENTER THE FENCED AREA We appreciate your cooperation to protect these trees during 3 § construction �W FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIPLIPJE FABRICATE 12" X 9 "X 3/8' SIGN WITH 0.75' RADIUS CORNER5. OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION. SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE. TO POST USING 1" LENGTH WOOD SCREWS, PLACED AT 2.5" PLACE PRDTECTION SIGNS ALONG FENCE AT 20' INTERVALS. AND 7.3" RESPECTIVELY FROM THE BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL TREE PROTECTION ZONE TREE DIAMETER AT 4.5' ABOVE GROUND *MINIMUM DISTANCE FROM FACE OF TREE TRUNK D -z 2 3 " -4" 4' 5':: 8 1O -14 1❑ 15 " -79" 12' 19 + 15 *MEN UTILITY INSTALLATIONS MUST OCCUR WITHIN THE TREE PROTECTION ZONE, AS DEFINED IN THE ABOVE CHART, THE CONTRACTOR SHALL BORE (TUNNEL) UNDER TREE ROOTS THAT ARE TO BE PRESERVED. THE CONTRACTOR SHALL BORE AT A MINIMUM DEPTH OF 24' BELOW THE GROUND SURFACE WITHIN THIS ZONE ANY FILL REQUIRED WITHIN THE DRIP LINE OF TREES SHALL BE AN UNJCOMPACTED (WITH A COARSE SAPID COMPONENT) SANDY LOAM TOPSOIL. EXCESSIVE FILL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONE DAYLIGHTED END OPENING AS AN AERATION SYSTEM. SANDY LOAM FILL DETAIL M10F ENGINEERING �� REVISED:1 -10 FILE NAME: G: \ENGISPECS/5312 ENGINEERING NT 5312 VEGETATION PROTECTION DETAIL PLANTING HOLE DIMENSIONS ( MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE UIPTO AND INCLUDING (A) MIHMLIM HOLE MOTH (B) APPROXIMATE HOLE DEPTH (1) [10) Ba (6) SEEDLING (11r) (141 (6) SEEDLING 1 (141 (3) B.R. (127 SEEDLING (231 (197 (6) 9.R (25 B.B. (96'1 Oln [ 1257 BR CONFEROUS TREES (4) B.B- (5) B.B. (6) B.B. (7) B.B. (a) B.B. (9) B.B. [10) Ba DECIDUOUS& ORNAMETAL TREES (e7 SEEDLING (12) SEEDLIN( 1 SEEDLIN( (2) SEEDLING (23) SEEDLINI (3) B.R. (4) B.R. (7) B.R. (6) B.R. (6) 9.R (S) B I R (0.767 B (1) B.R. [ 1257 BR (7.51 BR 1.76 BR (27 B.R. [27 B.B. B. (3) aB. (3.51 B.B. CONIFEROUS SPR B.B. I (967 i B7 SHRUBS I (257 SPRB.S (427 I (177 (SPREADINQ 1 (39 SPR B.B. 1 (467 1 7 27 VEL I A PLANTING A L A PLANTING C LOOSENED SOIL SOIL SOIL MULCH GRADED MULCH VARIABLE 12° ><u B B B BALLED & BURLAPPED BARE ROOT STOCK STOCK(TREE SPADE) MACHINE - TRANSPLANT STOCK 1. ""SCARIFY SIDES AND BOTTOM OF HOLE. l.-SCARIFY SIDES AND BOTTOM OF HOLE. l.-SOAK ROOTS IN WATER FOR AT l.-SCARIFY SIDES AND BOTTOM OF HOLE. 2.-PROCEED WITH CORRECTIVE PRUNING LEAST ONE HOUR BUT NOT MORE THAN 2: ADD CORRECTIVE PRUNING. AS DIRECTED BY THE ENGINEER 2.-PROCEED WITH CORRECTIVE PRUNING 24 HOURS PRIOR TO PLANTING. 3_"'SET PLANT ON NATIVE SOIL AT SAME DEPTH AS IT 3.-SET PLANT ON UNDISTURBED NATIVE SOIL AS DIRECTED BY THE ENGINEER_ 2.-SCARIFY SIDES AND BOTTOM OF WAS PREVIOUSLY GROWN. OR THOROUGHLY COMPACTED PLANTNG SOIL. HOLE. 4_"PLUMB AND BACKFILL WITH THE PLANTING SOIL INSTALL PLANT SO THE ROOT FLARE IS AT OR UP 3 F SOS MA CONTAINER AND SCORE OUTSIDE PRUNING AS WITH CORRECTIVE 5 ••WATER TO SETTLE PLANTS AND FILL VOIDS. pFSO1LMAS5TOREDIRECTANDPREVE]dT PRUNING AS DIRECTED BY THE TO 2' ABOVE THE FINISHED GRADEVNTH BURLAP CIRCLING FIBROUS ROOTS, AS NECESSARY. ENGINEER_ B_ AFTER PLANTING, LOOSEN THE SOIL IMMEDIATELY AND YVIRE BASKET, (IF USM .INTACT• 4.'"TRANSFER PLANT DIRECTLY FROM ADJACENT TO THE SPADE -MOVED SOIL TO A MINIMUM 4."BACKFILL TO WITHIN APPROXIMATELY 4_**SET PLANT ON UNDISTURBED NATIVE WATER TO HOLE. SET PLANT SO THE DISTANCE OF 18" AND A MINIMUM DEPTH OF 12". 12" OF THE TOP OF THE ROOTBAU_ THEN SOIL OR THOROUGHLY COMPACTED ROOT FLARE IS APPROXIMATELY AT THE WATER PLANT. REMOVE THE TOP 113 OF PLANTING SOIL. INSTALL PLANT SO THE FINISHED SOIL ELEVATION. SPREAD T.`"WATERTHOROUGHLY WITHIN 2 HOURS THE BASKET OR THE TOP TWO HORIZONTAL TOP OF THE ROOT FLARE IS AT OR UP TO 2" ROOTS OUT EVENLY_ PLUMB AND B. -PLACE MULCH WITHIN 48 HOURS OF THE SECOND RINGS WHICHEVER IS GREATER. ALSO ABOVE THE FINISHED GRADE. REMOVE OR IMMEDIATELY BACKFILL WffH THE WATERING UNLESS SOIL MOISTURE 6S EXCESSIVE. REMOVE ALL BURLAP AND NAILS FROM THE CORRECT STEM GIRGLING ROOTS. PLANTING SOIL. TOP 113 OF THE BALL. REMOVE ALL TWINE. 5."WATER TO SETTLE PLANTS AND 9."STAKE AND GUY TO PROVIDE ADDITIONAL. SUPPORT REMOVE OR CORRECT STEM GURDLING 5. "PLUMB AND BACKFILL WITH THE FILL VOIDS. BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR ROOTS' PLANTING SOIL. 6."WATER THOROUGHLY WITH IN 2 SPECIFIED. 5, PLUMB AND BACKFILL WITH THE PLANTING SOIL. 6."WA7ER TO SETTLE PLANTS AND FILL HOURS. 8. -WATER TO SETTLE PLANTS AND FILL VOIDS' TH PLACE MULCH WITHIN 48 HOURS OF VOIDS. 7."WATER THOROUGHLY WITHIN 2 HOURS. THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 7.-WATER THOROUGHLY WITHIN 2 HOURS. B."PLACEMULCH WITHIN 48 HOURS OF 8. "PLACE MULCH WITHIN 48 HOURS OF THE MINIMUM TREE SPADE SIZE REQUIREMENTS THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE MOISTURE IS EXCESSIVE. IS EXCESS NE, 9.-STAKE AND GUY TO PROVIDE ADDITIONAL SUPPORT BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR SPECIFIED. PLANTING DETAILS FOR ISOLATED PLANTING LOCATIONS SPADE DIAMETER OAK TREES, DECIDUO(18I CDxIFEFiDUIi SIZE t' CALIPER [1RNAMExrAL TREES, HEIGHT (541 (141 iREE8,ClW PER (607 42" 1'fp 1.5' 2'to 3' 5't0 T 60' 1.5 tD 25 3't0 4' 7't0 7 78" 2.6 to 35 4 ?bV wb19 85' 3.5' to S 6' to 8' 14' 10 18' DECIDUOUS SHRUBS 4 OR (481 (127 ------ GENERAL NOTE= ALL PLANT STOCK MUST BE ACCEPTED IN ACCORDANCE OF MRWT 3881 PRIOR TO FOLLOWING THE STANDARD PLANTING DETAILS_ PLANTING SOIL IS A COMBINATION OF THOROUGHLY MIXED EXISTING SOIL AND COMPOST MIX AND/OR ANY OTHER SPECIFIED AMENDMENTS. NOTE: 1, "HOLE DEPTH FOR BBB AND CONTAINER PLANTS SHALL NOT EXCEED MEASUREMENT FROM ROOT FLAIR TO BOTTOM OF SOIL BALL a S - INPLACE WALL CHAIN -LINK FENCE FASTEN LOOSELY TO FENCE I I WITH BIODEGRADABLE STRING. 11 FASTEN LOOSELY TO LATH 1 WITH BIODEGRADABLE STRING 1 1 1"X 36' WOOD LATH. DRIVE 1Y I I INTO SOIL AT AN ANGLE SO THAT THE TOP RESTS SNUGLY ON THE WALL OR FENCE. MULCH CONTINUOUSLY; UP TO 5' BEYOND TERMINAL VINE. FINISHED GRADE NOTE: M hJ. 2' ODEETAJLS ABOVE AS APPLICABLE. ?' { VINE PLANTING DETAIL 6 B.R. (541 (141 (6) S.R. (607 14 1 B.B. (717 '6 J B.B. (307 (0) (3) B.B ( 36'1 (2') [4) B.B_ (421 0111 6 B.B. (487 (121 (a) B.B. (541 (141 CONTAINER GROWN PLANTS CELLPACKS (97 2, (1251 CONT. 01) (7) (3.61 CONT. 0(m (31 (47 GMT. (111 (4) CONT. 1 (41 1 Crr CONT. 16 [5�1 (07) DONT. ( 187 (6y CDNT. (237 7. CONT. (2n ( 8.6) (M OONT• [9D7 (11.) (III wrrr. { 977 (III (fflQ OONT. (441 (147 (161q DONr. (457 _ (MM DONr. (am [777 CDNr. (127 { 167 VINES 1YR MED. BR {157 [777 I YR. NO. IBR [1Tj (147 2YR MED. &R (887 (12"1 2YR. NO. I BR (427 Olin (07) Gala. 0r) [g1 (04 CDNT. I (En (72) CfflOF CSI ml RA'VnSIM 1 -10 flLE �:Q1M01�01MW ENGINEERING DEPARTMENT �`" 5309 PLANTING DETAILS FOR TYPICAL INDIVIDUAL PLANTINGS _ililu TURRET 1318 MCKAY NE, SUITE 300 ANy�pKp ryA� HAM M L LAKE, 55304 1oYP[OII�IYW R011ll IMI GrlAROinN :0 WWW.ANOKASWCD.ORG ISTRICT TYPICAL DETAIL 063)434- VV.ANO ASWD -ORC (i PLAN VIEW PATENT PENDING CONCRETE APRON (DISTANCE FROM BACK OF CURB VARIES) I -CURB CUT (WIDTH VARIES) -� E%iSTING PAVEMENT CROSS - SECTION VIEW PATENT PENDING CURB CUT APRON GUTTERLINE RAIN GUARDIAN TURRET INLET GRATE - FILTER to I)z° I- III - III -I -I I-1 1 -I - - III =III- III - III - III -III _ _ IhIIhIIII�IIIII�IIIhIII. ._ I =1�1 =1 6 RAIN GUARDIAN TURRET CONCRETE BASE (INCLUDED) CLASS V AGGREGATE SUBSOILS COMPONENT VIEW PATENT PENDING GALVANIZED STEEL GRATE (2- PIECE) I 1 ANODIZED ALUMINUM AND FIBERGLASS FILTER ASSEMBLY MONOLITHIC CONCRETE RISER AND BASE SPECIFICATIONS PATENT PENDING MANUFACTURED BY CcreteX 1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE STRUCTURE (1,030 LBS). 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. CONCRETE AIR ENTRAINED (4% TO 8% BY VOLUME). 3. REINFORCEMENT IN ACCORDANCE WITH ASTM A615 GRADE 60 MINIMUM. 4. THREE -POINT PICK USING RECESSED LIFTING POCKETS WITH A STANDARD HOOK. 5. SOIL UNDER BASE TO BE COMPACTED TO 95% STANDARD PROCTOR. 6. TWO -PIECE LIGHT DUTY GALVANIZED GRATE (34.5 LBS /PIECE) FOR PEDESTRIAN LOADING. 7. TWO -PIECE LIGHT TRUCK GALVANIZED GRATE (77.5 LBS /PIECE) FOR 2,324 POUND WHEEL LOAD. 8. USE EXPANSION JOINT MATERIAL BETWEEN TURRET AND BIORETENTION INLET GRASS PRE - TREATMENT STRI W � w (USE SIZING CHART ABOVE) ERFORATED UNDERDRAIN COLLECTION RIBBON CURB SYSTEM - SEE U11UTY PLAN PLANT MATERIAL SEE LANDSCAPE PLAN SEE GRADING PLAN FOR DEPTH - PAVEMENT RIBBON CURB GRASS PRE - TREATMENT STRIP UNDISTURBED, UNCOMPACTED INSITU SOIL MIN. Y -6" SIZE RIVER ROCK/RIPRAP IN BASE (8 " -12" DEPTH) MIN. PLANTING MEDIUM DEPTH 24'' MATH A WELL BLENDED MIXTURE (BY VOLUME): 50-60% HOMOGENOUS CONSTRUCTION SAND 40-50X NATIVE TOPSOIL CONSTRUCTION SEQUENC 1 N6 TYP I GAL PLAN Y I EA 3H:1L TYPICAL SECTION YIEW 1. INSTALL SILT FENCE AND /OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2. ALL DOWN- GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4. INSTALL UTIUTIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE. 5. ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6. PERFORM ALL OTHER SITE IMPROVEMENTS. 7. SEED AND MULCH ALL AREAS AFTER DISTURBANCE. 8. CONSTRUCT BIORETENTION DEVICE UPON STABIUZATION OF CONTRIBUTING DRAINAGE AREA. MATERIAL : SEE LANDSCAPE PLAN `OVERFLOW *CATCH BASIN" SEE UTILITY PLAN NON -WOVEN GEOTEX71LE (MnDOT TYPE 1 - HIGH FLOW RATE) OVER GRAVEL BLANKET - EXTENDING 1 -2' FROM UNDERDRAIN PIPE SIDES UNDERDRAIN GRAVEL BLANKET 1 -1.5" DOUBLE WASHED STONE OR Yi -X WASHED RIVER RUN PEA GRAVEL PERFORATED UNDERDRAIN OUTLET PIPE 6" DIAMETER PVC. SEE UTIUTY PLAN 9. IMPLEMENT TEMPORARY AND PERMENATE EROSION CONTROL PRACTICES. 10. PLANT AND MULCH BIORETENTION DEVICE. 11. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2. GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW - COMPACTION EARTH - MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3. ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. 510-RETENTION, I NI= I LTRAT I ON, r- I LTRATI ON (RAIN 6AR17EN - TYP.) N T 5 C levio IS I@t e G R O U P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.GOm Matt Pavek Pat Sarver 763 - 213 -3944 952 - 250 -2003 DJR ARCHITECTURE, INC 333 Washington Ave N, Suite 210 I Minneapolis, Minnesota 55401 612.676.2700 www.djr- inc.com u a I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma hew R. Pavek DATE 10/4/13 LICENSE No. 44263 ISSUE /SUBMITTAL SUMMARY DATE DESCRIPTION 10 -4 -13 SITE PLAN REVIEW REVISION SUMMARY DETAILS I CITY COPYRIGHT 2013 CIVIL SITE GROUP INC. V (i J J o O Q L{' z ^ 0 IL '6 J W W W Z W LL F_ U) Q a V Z 0 Z 06 W °> W U LU C0 'U^ �/ z LU Q z Q W Q Z O Z Q Q c) Q LU =1 O ♦ V W V L O _ 2 = U Z u a I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma hew R. Pavek DATE 10/4/13 LICENSE No. 44263 ISSUE /SUBMITTAL SUMMARY DATE DESCRIPTION 10 -4 -13 SITE PLAN REVIEW REVISION SUMMARY DETAILS I CITY COPYRIGHT 2013 CIVIL SITE GROUP INC. NF-1 c n HO Rye o O u / 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt LAWN 63 213 -3944 952 - 250 -2003 89 °3'4'31 " LANAI Lpy� (N89 °34'31 "E) (_ I ) I - P56 (335.35') (S7 6 016 6 9 958 �� 66 (62g DJR > > > > > > > > > > > > > > > > > �� 2 9ss , ARCHITECTURE, INC - - - -- - - -- -- - - -- -- - - -- - -- - -- - - -- - - -- I - I 2 _ I ARM 2 55G 9so ,\\` Mnn apong"roMlnne"o" ssaoi° 612.676.2700w .djr -lnc.wnn > 4 -Kw 5- \\ I I 7 - FP 4 - Kw 9S9 h LA 958 3 � I LAM SURVEY I -ARM EA: 1-55 49,414.5 SQ. FT. 1.134 AC E v I I 9 2 - C13 9s OLEO - 3 - FP ss O V I I I w ^� II LL] � O � g55 55 I r, v i O� I 9 0� I �I z LD 2 8 -Kw 5 I, I I I T li V 2 M ? -Kw zxd I LAWN 2 - MJ 5EW / II I I - MJ 5- ST. 13 - Kw g55 g5� REMAIN ti 2 -MJ I - MJ MI I �h I� I MJ /' V �I - 8 -Kw I - MJ J �4I 2 -MJ J / LO J O 2 - MJ Q LL LANDSCAPE NOTES: z C6 06 J 9 IC S� 2 - MJ LANDSCAPE I -ARM Z Lu W LA Wl 12 - Kw 45 PLANT REQUIREMENTS: LWL w Z LL r i BUFFER YARD: A (n � SS�LAM g5� � A = 1 CANOPY TREE / 100 LF YARD Q Q � ~ I 2 UNDERSTORY 100 LF YARD 9° / Z Q 2s3 Ss3, / 3 SHRUBS / 100 LF YARD 2 a �J (S89`50'18 °W) L 0 / WIDTH MULITPLIER- M Z U Z 06 34.38' (35.67) W 0 W W 4 � = Iw '^ U J MN.D.O.T. R.O.W.: CONTROLLED ACCESS 25' 0. (�, � 5. = 1 J v, m Z W z Z / PROPOSED CONDITIONS: Q Z Q > 682 LF C 25 J 2 Z o / 335 LF C 5 d Z O REQUIRED PLANTS Z Q U Q I I � H c I ® � � 25'BUFFERAREA W Z Q O 2.728 CANOPY TREE T O W 5.456 UNDERSTORY U i LO 2 c 8.184 SHRUBS O O U I / 5'BUFFERAREA Z 3.35 CANOPY TREE I I I Y 6.7 UNDERSTORY 10.05 SHRUBS LU / ' 7 I I O SEE PLANT SCHEDULE BELOW FOR PLANTS PROVIDED a I I I I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS IRRIGATION NOTES: PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL 12. FABRICATE ALL PIPE TO MANUFACTURES SPECIFICATIONS WITH CLEAN BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. LICENSED LANDSCAPE ARCHITECT UNDER SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT THE LAWS OF THE STATE OF MINNESOTA. THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 24. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX PLANT SCHEDULE - OFF -SITE AREAS 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR 13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND COVER AND TOP OF VALVE STRUCTURE. SYM. QUANT. COMMON NAME BOTANICAL NAME SIZE ROOT COMMENTS IRRIGATION WATER, METER, AND POWER CONNECTIONS. DEBRIS. PetnckJ. Sarver DECIDUOUS TREE PSG 2 PRINCETON SENTRY GINKGO Ginkgo biloba'Princeton Sentry' 2.5" B&B STRAIGHT LEADER. FULL FORM DATE 10/4/13 LICENSE NO. 24904 3. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND /ABOVE 14. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. ARM 3 AUTUMN BLAZE MAPLE Acerx freemanii'Jeffersred" 2.5" B&B STRAIGHT LEADER. FULL FORM GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY LANDSCAPE NOTES: ISSUE /SUBMITTAL SUMMARY DAMAGE TO UNDERGROUND /ABOVE GROUND FACILITIES SHALL BE THE 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS ORNAMENTAL TREES RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. DATE DESCRIPTION CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE 1. ALL SHRUB BEDS SHALL BE MULCHED WITH 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH OVER WEED BARRIER. SB 4 SERVICEBERRY Amelanchier x grandiflora'Autumn Brilliance' 1.5" B&B STRAIGHT LEADER. FULL FORM 10 -4 -13 SITE PLAN REVIEW CONTRACTOR. 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON -SITE WITH OWNER'S REP SHALL APPROVE MULCH SAMPLE PRIOR TO INSTALLATION. EDGING SHALL BE METAL EDGING OR APPROVED SSC 5 SPRING SNOW CRABAPPLE Malus'Spring Snow' 1.5" B&B STRAIGHT LEADER. FULL FORM OWNER'S REPRESENTIVE. EQUAL. DECIDUOUS SHRUBS 4. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY 2. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY FP 10 FOXI PAVEMENT ROSE Rosa'Fox Pavement' #5 CONT. DENSE BRANCHING COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL 17. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMBNESS OF CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE IRRIGATION HARE. RUN UNDER MAIN LINE. USE MOISTURE -PROOF PLANT MATERIAL FOR DURING OF ACCEPTANCE PERIOD. EVERGREEN SHRUB COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN MJ 16 MEDORAJUNIPER Juniperusscopulorum'Medora' #5 CONT. THE JOB SITE. SEPARATE HOT AND COMMON HARE TO EACH VALVE AND ONE (1) 3. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY TY 5 TAUNTON YEW Txus x media'Tauntonii' #5 CONT. SPARE HARE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 5. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR LABEL OR COLOR CODE ALL WIRES. GRASSES THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 4. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE KFG 52 KARL FOERSTER GRASS Calamagrostis x acutiflora'Kad Foerster' #2 CONT. 18. AVOID OVERSPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS REVISION SUMMARY 6. IRRIGATION WATER LINE CONNECTION SIZE IS 1 -)C AT BUILDING. BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS FROM SUBSTANTIAL COMPLETION DATE. VERIFY WITH MECHANICAL PLANS.COVAGE. AND FLOW CONTROL ON AUTOMATIC VALVE. DATE DESCRIPTION 7. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 19. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON 5. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER LOAM AND SODAS SPECIFIED UNLESS SITE. OTHERWISE NOTED ON THE DRAWINGS. B. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 6. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND 20. USE SCREENS ON ALL HEADS. WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY 9. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 21, CONTRACTOR SHALL SUPPLY AN "AS- BUILT" PLAN OF IRRIGATION THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SYSTEM AT THE TIME OF COMPLETION TO OWNER'S REPRESENTIVE. A LANDSCAPE PLAN 10. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2' -0" BELOW 7. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO SET OF AS -BUILT DRAWINGS SHALL BE MAINTAINED ON -SITE AT ALL 2' -0" BEYOND PAVEMENT. TIMES IN AN UPDATED CONDITION. 8. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 11. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND 22• ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH 9. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2' -0" ABOVE TURN. 1 "= 20' -0" CTO FINISHED GRADE AND CAPPED. 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM 10'-0" 0 20' -0" DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE ©COPYRIGHT 2013 CIVIL SITE GROUP INC.