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CR 11-025 Marketplace and Main (Plans)Q 2005 PLK INC. f. SHEET INDEX SKEET DESCRIPTION 1 TITLE SHEET 2 ALTA SURVEY 3 PRELIMINARY REMOVALS PLAN 4 PRELIMINARY SITE PLAN 5 PRELIMINARY GRADING AND EROSION CONTROL PLAN 6 PRELIMINARY UTILITY PLAN 7 PRELIMINARY LANDSCAPE PLAN a PRELIMINARY LANDSCAPE DETAILS 9 PRELIMINARY SITE DETAILS 10 STORM DATER POLLUTION PREVENTION PLAN i rrn rnf f-nKl'rAr T INJPr) STT CONTACT PHONE AUDFtESS E7 Ec= - xL.1. D-VJG (s3) a= -4S74 15i 55403 CAS - C TEF4P HT AND ---k" SALGO37N (ST2) 37-5425 700 Y3T LQiD7i AVE F IU= FPfMNEAPOCl$ kits :5440 PHONE - w-ZT• [ V -%T. J04RSO.V (612) E57-bim eMiN6'�TA 55725 TWE whFui---2r CABLE h-l1.Y OOORAN (5T2) 757-3780 ,EDD �, QTT Q HOPIONS MDT LAJ----W.- (352) 546-E373 TEY.TJ?fKINS�:SO A� SOP�2iHT�16-�7T 55,3 CM OF HOPMS PARKS t Stir =3 RAY V GTHAN (452) 5i-E-E.Tr2 T7 L'NO%BLA SS343 SUFr�i IH�7D7:T z c U z c a C u E G Ll U G G E C c C E E r- • pi006� A - LEGEND PPOP0.5ED REhFiOlfALS EXISTING \ PRO,—MTY ONE \ RIGHT OF WAY EAS- BENT LNE •� ` ! \ �/y�� SSISACK UNE — — — /. CENT RUNE _ _-- ��� CURB LNE EDGE OF $TUIHNOUS .. .... .. ROao wt! lc, r. �OO ELS OF CONO2ELE x - ( CURB 1\1i -i- U � LLE x vE;T Pd.E :j � ( \ \\ POWER PULE — z `t � `\1�•- �y BITL7LLwWs PA rY71EIff q/ ( \ \ \ \ \ P �q C`J}h.e^'LETS PAY3IENT ^ ( \� \ \ O BRIO: ASS REUO� COiJCRETE PAD. \ \ BtNutN6.15 .. A m A 7—t - REMOVE"Cl-WN { REMOVE DRItirEYi'AY.. LINK FENCE,-, .. J -RDAOVE .. r . B17UNOUS \ :: ." Nop y :: `\ �•' OI J - :.-�:.�-:. r Z - - - -_. • •:::-.: GRAVEL \. TO REMAIN _.. . L!J REiAOV<.FENCE.-•., .:_ _-ti; :: `< : -. - - :' - - \:..-:::' - P?sy, PRO?ERiY =\ CONTRACTOR TO COORDINATE VATH XCEL TO PROVIDE NEW - SERVICE TO GLENROSE MALL ( - P,EMOVE PORTION OF PAVEMENT TO ACCESS U/G TELEPHONES LINES AND REROUTE_ SEE SHEET 6110 FOR • r I .. . ADDiTONAL 1NFORL(ATION_ L : `NOTE: UNDERGROUND TELEPF101.EZiAES -AS" - SHOWN EXTENDING FROM MIDBLOCK ALONG OF ALLEY TO 7TH AVENUE WERE ADDED - CENTER BY ARCHITECT BASED D14 FIELD LOCATES. THE COVE BEND IN 7TH AVENUE IS ASSUMED LOCATION, I -T NOT FIELD LOCATED. THESE UtaES HAVE NOT B1TTIIT BEEN LOCATED BY THE ORIGNAL.SURVEYOR. / _ / � CONTRACTOR TO '006RDINATE �� YATH XCEL TO PROVIDE NEt9 1 SERVICE TO GLENROSE MALI_ ( _ f•� - =- UILDiNG � S1NLdIHDUS •. - RF}EDYc: •OVEi2HEA!? ` ( - :� j EIEGTRICAL - UT _ SAWOLIT SIDEWALK- a ----- __aOVF TREE REMOVE CURET AND GUTTER ------ AfrE y --MAFRS�iREET I ><RUA1N WTi BRICK npr,-IT C --_ ul uc uc SAWOIIT SIDEWALK AT PROPERTY CORNER GOPHER STATE ONE CALL Twin Cities Area 651-454-OD02 IAN- Toll Free 1-800-252-1166 REMVALNO ES CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING- THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL' (651-454-0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. ALL EROSION CONTROL MEASURES TO BE INSTALLED PRiOR TO REMOVALS. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTIUTIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH U-PUTY COMPANIES. CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NOTED ON PLANS. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR iS RESPONSIBLE FOR PROTECTING, OR REMOVING AND REINSTALLING, ALL FENCES, SIGNS, MAILBOXS AND OTHER MISCELLANEOUS ITEMS. MAIL SERVICE MUST BE MAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARY OR PERMANENT RELOCATION OF ABOVE ITEMS MAY BE NECESSARY AND SHALL BE COORDINATED WITH THE APPROPRIATE PARTY. ALL WORK REQUIRED TO COMPLETE THE ABOVE SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. SAWCUT &c REMOVE PAVEMENT FOR wA T ER r 1 COVE CDORDINATt IMTH AO.IACENT SAWCUT BITUMINOUS m1aff B1TTIIT F?OPROPERTY'FOR OYNER / _ / � -- BITUMINOUS RE140VALS ON ADJACENT PROPERTY _ •� AND CURB 7 _ I :•I N X W- - - - PROTECT EXISTING UTILITIES (_ _ Y,IITH IN ilii AVE DURING REMOV-, FEN=1 1 - tt PROFERTY!AkF-' _ UILDiNG � S1NLdIHDUS •. - RF}EDYc: •OVEi2HEA!? ` ( - :� j EIEGTRICAL - UT _ SAWOLIT SIDEWALK- a ----- __aOVF TREE REMOVE CURET AND GUTTER ------ AfrE y --MAFRS�iREET I ><RUA1N WTi BRICK npr,-IT C --_ ul uc uc SAWOIIT SIDEWALK AT PROPERTY CORNER GOPHER STATE ONE CALL Twin Cities Area 651-454-OD02 IAN- Toll Free 1-800-252-1166 REMVALNO ES CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING- THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL' (651-454-0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. ALL EROSION CONTROL MEASURES TO BE INSTALLED PRiOR TO REMOVALS. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTIUTIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH U-PUTY COMPANIES. CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NOTED ON PLANS. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR iS RESPONSIBLE FOR PROTECTING, OR REMOVING AND REINSTALLING, ALL FENCES, SIGNS, MAILBOXS AND OTHER MISCELLANEOUS ITEMS. MAIL SERVICE MUST BE MAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARY OR PERMANENT RELOCATION OF ABOVE ITEMS MAY BE NECESSARY AND SHALL BE COORDINATED WITH THE APPROPRIATE PARTY. ALL WORK REQUIRED TO COMPLETE THE ABOVE SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. -,PROTECT EXISZihI�G ` (LIGiT _ EXIS\ BITUMINOUS \ ::.0 _, •: � o•'-IiSOlCATOR \ ': , • - • . ; . TO REMAIN •: on -'VE BUILI)INGSAW CUT BITUMINOUS AT PROPERTY LINE RE33DVr UC -HT.. `\� Ld - t - - =- - - •iTArTY: - - - - . Sf+N � 1r-EX15iiNG - RELiOI�-1Y a' d .-S-ERYCES _l_ kA CURB-'ANOZ:F,35: _ NECitOt1: AND:. EN Rtt 4 CY GONCR-Tc_ . . (- P.E3AOVc LIS I�y . ADVcR15I0G \ ` 1 D:-SpEYiALK - AT PA\�cRS' C i . ' PROiECT_EXISTING REMOVE L1GYt. \ L r'..., ' DTECT. EX1STlN - : 30ULE1'ARD Tn'F�S . {- Jl - - ,ai D1Fs — _ F - EL40\r. LI TP .E � TYP O P - L )• I TRI . - • SIG1J:" - - i t _ - a - - I uT s u, �— uT --_ va —� UG :! -yl'..'. s'i'r • .�' --_ ui �-_ ui-----_— uT uc ^ v. -VE I�GHTPOLE - vT uG —uz u { c N Iq\O vT uG��UT _ I �_ i L I PROTtCT EXISTING ` �,• � I 8- SYATERUF-IN SIDELYAIY. i i PROitCT BRICK AINSTREET \� P.EMOVE IRI PAVERS. PP.OT CT EX1STlNG LIGHTFOLE uT ---�- uT A uT uT — uc v QUl UT uG �� uc -- v�_ ucLr '- -- uG• uc vc u n i a9 _ a craa5 � ee�_d s e s n L O 0 3 O G B c a=_ o _ o oe� n cp�-c c 0 5 ` c noo "oma � •ate, � - O 6 W y - c U _ C J �oe� ? _ �`a `o U �9a`o E aE c�oe e e r o n ~ L � i L -•v' N •� x � y In U L" N < W y Q p U N` - z: 5: - Lu z Luz -2 �® - min WOO V - f - g 5 vJ al trJ N SAWCUT &c REMOVE PAVEMENT FOR wA T ER SERVICE INSTALLATION ;, p SAWCUT BITUMINOUS m1aff I FOR CURB RE)ADVAL _ •� AND CURB 7 _ I :•I CONSTRUCTim (Tip.) 1 PROTECT EXISTING UTILITIES -r- v Y,IITH IN ilii AVE DURING 2D 4a - CONSTRUCTION REL+OVE: DRIVEWAY- I SCALE IN FEET - - BEGIN OVERHEAD ELECTP.ICAL - r :: REMOVAL ATPOLE. CONTRACTOR ••a _- TO C\ ��IN ATE YhTH cc REMOVE ELECTRICAL SERVICE $ . -,PROTECT EXISZihI�G ` (LIGiT _ EXIS\ BITUMINOUS \ ::.0 _, •: � o•'-IiSOlCATOR \ ': , • - • . ; . TO REMAIN •: on -'VE BUILI)INGSAW CUT BITUMINOUS AT PROPERTY LINE RE33DVr UC -HT.. `\� Ld - t - - =- - - •iTArTY: - - - - . Sf+N � 1r-EX15iiNG - RELiOI�-1Y a' d .-S-ERYCES _l_ kA CURB-'ANOZ:F,35: _ NECitOt1: AND:. EN Rtt 4 CY GONCR-Tc_ . . (- P.E3AOVc LIS I�y . ADVcR15I0G \ ` 1 D:-SpEYiALK - AT PA\�cRS' C i . ' PROiECT_EXISTING REMOVE L1GYt. \ L r'..., ' DTECT. EX1STlN - : 30ULE1'ARD Tn'F�S . {- Jl - - ,ai D1Fs — _ F - EL40\r. LI TP .E � TYP O P - L )• I TRI . - • SIG1J:" - - i t _ - a - - I uT s u, �— uT --_ va —� UG :! -yl'..'. s'i'r • .�' --_ ui �-_ ui-----_— uT uc ^ v. -VE I�GHTPOLE - vT uG —uz u { c N Iq\O vT uG��UT _ I �_ i L I PROTtCT EXISTING ` �,• � I 8- SYATERUF-IN SIDELYAIY. i i PROitCT BRICK AINSTREET \� P.EMOVE IRI PAVERS. PP.OT CT EX1STlNG LIGHTFOLE uT ---�- uT A uT uT — uc v QUl UT uG �� uc -- v�_ ucLr '- -- uG• uc vc u n i a9 _ a craa5 � ee�_d s e s n L O 0 3 O G B c a=_ o _ o oe� n cp�-c c 0 5 ` c noo "oma � •ate, � - O 6 W y - c U _ C J �oe� ? _ �`a `o U �9a`o E aE c�oe e e r o n ~ L � i L -•v' N •� x � y In U L" N < W y Q p U N` - z: 5: - Lu z Luz -2 �® - min WOO V - f - g 5 vJ al trJ N 0 11 MATCH EXISTING CONCRETE SIDEWALK PATTERN _ I---• rr C) Z LEJ Z LL1 Q 00 y \ F�� 8612 CONCRETE CURB AND GUTTER \ ` TAPER TO FLUSH ry \ Foe" \ RIBBON CURB IN EASTERLY 6' OF RADIUS _25.5' --d i \ \ \ (1� 12' -WIDE CONCRETE f RIBBON CURB (S 'DETAILLON RI tQ- �.O O�D PROPOSED DECORATIVE I \ METAL FENCE R3.J \ \ I 4-TOWNHOMES F.F.E=927.14 X5.3'AnT YUiHANG I • 20 ?2: \ \ ) �\ CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS - - — — 0 2006 Ih --------- --------- THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR MATCH INFILTRATION 1 \ - - EXISTING BASIN ALL DIMENSIONS ARE SHOWN TO THE FACE OF CURB UNLESS CONCRETE SIDEWALK OTHERWISE NOTED. ' PATTERN = BUILDING UNLESS OTHERWISE NOTED. 0 0 11 MATCH EXISTING CONCRETE SIDEWALK PATTERN _ I---• rr C) Z LEJ Z LL1 Q 00 y \ F�� 8612 CONCRETE CURB AND GUTTER \ ` TAPER TO FLUSH ry \ Foe" \ RIBBON CURB IN EASTERLY 6' OF RADIUS _25.5' --d i \ \ \ (1� 12' -WIDE CONCRETE f RIBBON CURB (S 'DETAILLON RI tQ- �.O O�D PROPOSED DECORATIVE I \ METAL FENCE R3.J \ \ I 4-TOWNHOMES F.F.E=927.14 X5.3'AnT YUiHANG I • 20 ?2: \ \ ) �\ CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS - - — — OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO --------- --------- THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR - — — — - - — — — - INFILTRATION 1 \ - - OR VARIATIONS FROM THE PLANS. BASIN ALL DIMENSIONS ARE SHOWN TO THE FACE OF CURB UNLESS OTHERWISE NOTED. BUILDING DIMENSIONS REFER TO THE OUTSIDE FACE OF z z BUILDING UNLESS OTHERWISE NOTED. 4r —TAPER TO FLUSH P.IBBON CURB AIOIJG RADIUS B612 CONCRETE CURB AND GUTTER 1----------- } I 1---------- J \ \ �ll SS�r!!I�•I L� \ ` \ FIELDSTONE PATH, \ SEE LANDSCAPE PLAN \ I` 44 CONCRETE WALX LEGEND MI,zD?ERTY UNE RIGHT OF viAY E#SZA NT UNE SETBACX UNE CENTcRUNE CURB UNE EDGE OF BITUMINOUS EDGE O MNCFLT EDGE OF GRANT RALROAD FENCE UNE UGHT PILE PDVO? PD -E SIGN HANDICAP FARMING BRUMINDtIS PARENT CONCRETE PAVELAENT 5r6iED CONCRt"Tc BRICK PAV.?S Call 48 Hours. before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-OD02 WN_ Toll Free 1 -BOO -252-1166 PROPOSED EXISTING SITE EMOTES — — CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS - - — — OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO --------- --------- THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR - — — — - - — — — - SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES - - OR VARIATIONS FROM THE PLANS. ALL DIMENSIONS ARE SHOWN TO THE FACE OF CURB UNLESS OTHERWISE NOTED. BUILDING DIMENSIONS REFER TO THE OUTSIDE FACE OF z z BUILDING UNLESS OTHERWISE NOTED. 4r TYPICAL FULL SIZE 90' PARKING STALL IS 9' X 20' UNLESS OTHERWISE NOTED. ALL CURB RADII SHALL BE 5.D' UNLESS OTHERWISE NOTED_ ALL CURB AND GUTTER TO BE B612 UNLESS OTHERWISE NOTED. j;.;.;�. ...��• .,;'::•- PEDESTRIAN RAMPS TO BE CONSTRUCTED AT ALL CURB �¢ CROSSINGS OF SIDEWALK. SEE ARCHITECTURAL PLANS FOR JOINTING PATTERN •%•?';';y;S;;ijj�l<t�=�fT�s11i10»[man�tllti�Wl�iOJ�)r)u>•1•il INSIDE OF PROPERTY LINE PARKING SUMMARY 28 STD STALL 1 ADA STALL • SIDEWALK• 29 TOTAL STALLS CT la, ': ' B618 CONCRETECURB _' AND GUTTER IN RIGHT 5.OF WAY � WALK 3JOitT$ RESIDENTIAL - \ F.F.E=925.10 PATIO WITH INTEGRAL CONCRETE DPJVE RETAINING'WALL SEE APRON; TYr? _%E^.!'•?F_. ?- ! ARCHPLANS FOR DEEM \ DETAILS. ,a.:.. TAPF32 CURS TO . ` O 20 4D FLUSH'AT R N B612 CONCRETE CURB UNDERGROUN • n - F0. Dm w V ` \ AND CUTTER SCALE IN FEET PARKING ENTRANCE - °E . �! - .-r. \ p = o` • I y RPoI isTiT1�• o --0 EA a - - - - - Z j I I� HU IN - - _ , • - ' - _ .� ` - �= _ _ \ METALPROPOSED FENCE COitAT1Yt ° WILDING ¢Z • r :: J = • a ° CVSI• _ • TAPER C1R8COLUMR.(Z ¢�,�• TAPR ° (1YP) TO FIAJSH TO FILL ISC-U-Ra a __h[tois . - '?�a}• ,'- \ 4�` � ELS #T-S)DEW41mff `v A AT SIDEWALK j SUP -FACE FAR.KWG "�,2, I LJ.J h S• j \ (] NEW 6' CONP.ETE G SIDEWALK C Clu Rs- -- t f E 1• I 1 I. 'V t.r,:Mi:9r.r'._..:•' _ 5 -TO HOLIES G cN� 9.T `%, •'t' �;� 18 FF =924.55 \ ` r cO_ — �0 �\ "O oCV O >.En j;.;.;�. ...��• .,;'::•- ��si>•>.�irsiln>IIID �¢ on •%•?';';y;S;;ijj�l<t�=�fT�s11i10»[man�tllti�Wl�iOJ�)r)u>•1•il ORNAMENTAL FENCE PLACED BETWEEN �Qt��t� ti•Ti•Pd�ii� _ • SIDEWALK• PILASTERS - CONCRETE 1Q)L�)Qli�f�l■av0i,i�it'; FREEGRATE • • OF REPAIR AGGREGATE • INSTREET CONCRETEE)TOSED �WNSTIREET \\—PROPOSED PROPOSED PEDESTRIAN ACCESSIBLE RAMP. TYP_ GRATE. TYP. r cO_ — �0 �\ "O oCV O • a.rI 15 z LLAT � Z W Q XOjryh.L 00�Y�eC — ROCK CONSTRUCTION' \ ENTRANCE \ gryyL Jhj .y9 �ti V'J ,_y _____________ 16 010 y. 56 x \ ^ SIR WSJ Bt NCHIr. ARS: � 1 a \ `O' ' ' -, OP OF I� A.IL -------- EB----- lb T \ ch V 9 xy. I Sy' I \ 6 O 6 I �. d_ 59 y�Ss \ \�� TB' HIG, ELD y 6° x ay j a \ o STONE X15 O\ERFLO GIZ'12 -2-> =L STEPS I \ •9 E p IL 9ryh 9 c► L> x9ry L 0'1• 17 d � t 4-TOt15�FiiQMES —o- x _ � ''\ FF E=927.14 I ❑j a \ �Cv -2--5 I O OM= STEPS 0 FLOYd d m G c,P ry�S l tiY a, EXISTING 9 a,Yx y Pix TO?O."RAOHIC INDEX CONTLUJR I —8cp--" 9� 3s x 7A DGtAPAC CDNTDuR 9� 2 _- -202- '- GRAD[NG NOTES EiX£ OF p£MND f -------1_6" - -- - I STEP POND NORMAL WATER LENa L---------- yti x9ry f gr''4y9 92<.9 t X \ x FlEU)STOWE \ PATH 5 91� x - PL FOR CLARTl7 9ry . r 9 6° Y �e ry 91 ' a RESIDENTIAL x9ry FF E=925.10 9/ � ~ A G}• x X j r 0,l'L x9ry.�:1• f`i 9ryti X x \ 6 'S• 10 g 9ry1' 4a STEPS L =5- 1 CONSTRUCTIO ENTRANCE 9 pL}Y Io G MANSITION PROD 6' o CURB 70'4' CURB L .e I TRANSITION FROM 4-9 ' �idUPS 0 S" LEGEND PROPOSED EXISTING y t TO?O."RAOHIC INDEX CONTLUJR 500-- —8cp--" V41 91} 7A DGtAPAC CDNTDuR _50'L— _- -202- '- GRAD[NG NOTES EiX£ OF p£MND - -- - - -- - hTDRTH POND NORMAL WATER LENa — -- — t .y'1.6 /Ox DITCH CENTERUNE • . STrF' 3To 1 SILT R NCE 2�1° 1 � tiY1° ry 2 STEPS SOIL 80FUND �•� 9 c X 9Z=.H �`2C0n��}� SPOT S"ATION x BDD.DD x BOOM DRAI"rE SLOPE 1.D= WITH THE GEOTECHNICAL REPORT FOR BUILDING AND PAVEMENT AREAS. THE "PLAN SUBGRADE 0 20 40 SToax �Jz » >> � AE 41ti n 11 SCALE IN FEET CAIU4BA9:N 13 BJ.Ta•I 112 a= `ci_ CATCH BASIN WJNHDLE © Q C L Q STORM UANHV-E e o ;tAP.-ZD ❑aD " S:1EET 9/10.) FLA.RM END W/ RP RAP u"'r SILT FENCE ON PROPERTY UNE �( IOwN 1' OFF IM.ET PRDrcoTKM f' PL FOR CLARTl7 9ry . r 9 6° Y �e ry 91 ' a RESIDENTIAL x9ry FF E=925.10 9/ � ~ A G}• x X j r 0,l'L x9ry.�:1• f`i 9ryti X x \ 6 'S• 10 g 9ry1' 4a STEPS L =5- 1 CONSTRUCTIO ENTRANCE 9 pL}Y Io G MANSITION PROD 6' o CURB 70'4' CURB L .e I TRANSITION FROM 4-9 ' �idUPS 0 S" e 51 5 ri di'V51L ? y t =y=Q Vas I V41 91} 0 jo 5 x '• GRAD[NG NOTES 0 I z TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR RETAIL SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. t .y'1.6 /Ox �x FF E=923.10 STrF' 3To 1 2�1° 1 � tiY1° ry 2 STEPS 9yj; �•� 9 c X 9Z=.H �`2C0n��}� n X TO "PLAN SUBGRADE ELEVATION"- THIS "PLAN SUBGRADE ELEVATION" SHALL BE CONSISTENT ryry` WITH THE GEOTECHNICAL REPORT FOR BUILDING AND PAVEMENT AREAS. THE "PLAN SUBGRADE °� o q. � t 'Jg 41ti n THE PAVEMENT SECTION DETAILS AND REFERRING TO PAVING PLAN FOR LOCA -11014S AND LIMITS p9; ,• STREET Fr7 CE ON a= `ci_ MAIN ryryq JSILT-B 1,1--BAP.RIER.51~- yryry (SEE DETAIL x9 x C L Q x Sry --__•• x9 G10-91 ON DETAILS- ETAILS.SITE " S:1EET 9/10.) SEE SHEET 10/10 FOR STORM WATER POLLUTION PREVENTION NOTES AND e \ e 4 Z : ry O: `� W • . �y 91' ° hh 1 ,, KI ryry7 1'Y i { SILT FENCE ONlid Lr_ PROPERTY UNE X061 (SHOWN 1- OFF P.L FOR CLARITY) 4%m- W7,w T HOMES \ \ C F.E. 24.55 ryy 2-3 STEPS 924 \ ❑ } I LL Q _z - _ry7• I �.'. � a z ' moz cr-a_-j Ir,`, LL? 0mo C)En }-O LLI —j �? 1 e'LIr�__''� `- SILT FENCE AT <K Q�Er BACK OF WALK. � QCs ��� (S -10m V OFF E-2 —0 EXISTING SIDEWALK ry i' PL FOR CLARITY L �� TO REMAIN. MATCH ti i' O EXGOPEE>�ATIONS AT = MAS—BEET 9y7 -� U _ �- D_� La sem? ? r C LLI c o o HL0'ao I CII 4B Hatr before digging zz 7 Egg ����_ n GOPHER STATE ONE CALL =y=Q Vas Twin Cities Area 551-45 4-OD02 MN. Toll Free 1-800-252-1166 GRAD[NG NOTES 0 CONTRACTOR SHALL FIELD VERIFY LOCA TIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR 5 SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE V. o CALL" (651-454-0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. v Ed CONTRACTOR SHALL STRIP. STOCKPILE AND RE -SPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 4 INCH DEPTH (COMPACTED) TO ALL DISTURBED AREAS TO BE SODDED OR SEEDED. THE SITE GRADING OPERATIONS, WHEN COMPLETED, SHALL RESULT IN ALL AREAS BEING GRADED TO "PLAN SUBGRADE ELEVATION"- THIS "PLAN SUBGRADE ELEVATION" SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT FOR BUILDING AND PAVEMENT AREAS. THE "PLAN SUBGRADE °� o ELEVATION" IN THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY - CHECKING THE PAVEMENT SECTION DETAILS AND REFERRING TO PAVING PLAN FOR LOCA -11014S AND LIMITS p9; OF VARIOUS PAVEMENT SECTIONS. a= `ci_ REFER TO SITE PIAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. C L Q -L EXISTING TOPOGRAPHY PROVIDED BY HARRY S. JOHNSON CDMPANY, INC. _ '2 DETAILS- ETAILS.SITE " SEE SHEET 10/10 FOR STORM WATER POLLUTION PREVENTION NOTES AND SITEDATA = E .2 U o TOTAL SITE AREA=67,319 SF ps 1.54 AC EXISTING IMPEP.VIOUS=56,107 SF a 1.51 AC (98.2%) W 8 o EXISTING PERVIOUS=1,212 SF - 2.8 AC (1.85 w o o v PROPOSED IMPERVIOUS=51,OB5 SF Pj 1.17 AG (75.9%) _ PROPOSED PERVIOUS=16,233 SF m 0.37 AC (24.17.) \ e 4 Z : ry O: `� W • . �y 91' ° hh 1 ,, KI ryry7 1'Y i { SILT FENCE ONlid Lr_ PROPERTY UNE X061 (SHOWN 1- OFF P.L FOR CLARITY) 4%m- W7,w T HOMES \ \ C F.E. 24.55 ryy 2-3 STEPS 924 \ ❑ } I LL Q _z - _ry7• I �.'. � a z ' moz cr-a_-j Ir,`, LL? 0mo C)En }-O LLI —j �? 1 e'LIr�__''� `- SILT FENCE AT <K Q�Er BACK OF WALK. � QCs ��� (S -10m V OFF E-2 —0 EXISTING SIDEWALK ry i' PL FOR CLARITY L �� TO REMAIN. MATCH ti i' O EXGOPEE>�ATIONS AT = MAS—BEET 9y7 -� U _ �- D_� La sem? ? r C LLI c o o HL0'ao I • • 02005 rLK INC IE= 916.3± r � 15_ N_ - H. \ �( \PJIJ=9i cs _ I \ /�\/ b y°20 `5'F _ \ G RIM=922.60 I \ \ \ IE=919.02 a 3/t' PPE 1 \ IE=921.00 <' v..P_ n 4-TOWNHOMES FF E =927.1 I �\ JD I (Lj7` INFlON BASIN (D -Z IDJ ' \�T2. \ CDic- � << o CULVERT _ UNDER PATH 57-0' PVC 02-50% h I\ p A00 i�j� I 12' NLYOPAST STRUCTURE WSTH 6 LEAD PROVIDE POWER PE=923.5 TO TRANSFOP.MERZ IE=9225 PMD-EiTIAL F F.E=925.10 43' OF 6' DIP WATE2r MAIN 10' OF 8' PVC ROOF DRAIN 6 20 CONDUIT FOR PHONE LE=918.67 P.ELOCATION CONTTE QWEST 327 DF 5' Sr,N Q 20T.� TO COORDINATE VATH 6' T TAP VATH VALVE TYPICAL HYDRANT CONSISTS OF: HYDRAN I, GATE VALVE, 2_5 W H \ OF 6' DIP WATERMAIN AND ANY HYDRANT EXTENSION. HYDRANT EXTENSIONS SHALL BE INCIDENTAL. in o o A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER AL . WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE o ° REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL --1 I SEPARATION TO SANITARY OR STORM SEWER LINES. ! A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 _ I �- ' FR(? FACI 16 LF I122 L v 50 IFS -1s" S Call 48 Hour before digging HIM BE S _ . v Y I GOPHER STATE ONE CALL = r_ '."9 Twin Cities Area 651-454-OD02 w MN_ Toll Free 1-800-252-1166 _ L���►�E LEGEND PIROPOSF.� LXISTING j �T[l NOTES WATERMAU7 1 I CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS 4 FIM HYDRANT W/ VALVE 4- - OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO s Gl"E VALVE >N THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHOWN EXTENDING FROM MIDSLOCK ALONG Post INDICATOR VALVE 0 C. SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES SANITARY c5'l5�-R > = OR VARIATIONS FROM THE PLANS. n SANITARY UAWVLE Gs MAN ® - 0 1. uc ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. W S OVERHEAD aEr_TRlC CONTACT "GOPHER STATE ONE CALL" (651-454-0002) FOR STM[ 2D UND-CRGRWHO ELECTPJC le uc UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION_ '6 OVERHEAD CA9!.E TM-`E.VS'•10N UNDERGROUNO CA9LE TaEMSON Div an uTv ut• WATER MAIN, SANITARY SEWER & STORM SEWER CONSTRUCTION ' OVERHEAD 1ZPtiONE DT 01 SHALL CONFORM TO THE CURRENT EDITION OF 'STANDARD LIND-EtGM)U D Tr1U�Ha1E UT p1 SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE ; FlSER DP710 `c INSTALLATION AND SANITARY SEV+rR AND STORM SEWER-� o POWER PUL L- =` INSTALLATION" AS PREPARED BY THE CITY ENGINEERS n' LIGHT POLE # ASSOCIATION OF MINNESOTA. �- ° c� cD■ CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE a z 6 SUMPED 0.04 FEET_ ALL CATCH BASINS IN GUTTERS SHALL BE BEEN LOCATED BY THE ORIGINAL SURVEYOR. SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON E,- THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. __'t= 2 STMH 55 eo; � REFER TO SITE PLAN FOR CURRENT HORIZONTAL DIMENSIONS I AND LAYOUT. E. 0 ! JL -1 ALL WATER tR PIPE TO BE DUCTILE IRON PIPE (D.1 -P.) CLASS 52 a�JJ O 10 LF -15" RCP @ 0.50% I1 \! UNLESS DTHERWISE NOTED. `°9 ■ - FOR AL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK " OF CURB UNLESS OTHERWISE NOTED_ - TO c a 6' T TAP VATH VALVE TYPICAL HYDRANT CONSISTS OF: HYDRAN I, GATE VALVE, 2_5 W H \ OF 6' DIP WATERMAIN AND ANY HYDRANT EXTENSION. HYDRANT EXTENSIONS SHALL BE INCIDENTAL. in o o A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER AL . WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE o ° REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL --1 I SEPARATION TO SANITARY OR STORM SEWER LINES. ! A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 _ I �- ' FR(? FACI 16 LF I122 L v 50 IFS -1s" S � sl .rn v f I ( l v LIJ 7) 1 cP. s,NZ v >I o Q V� o In C3 J n - wmrt 7,t -921V7D- IE-916!33 v - in � �r =- < O _ !) O ,1 Yr V� r u INV,NW.N .l.o ,1D D NV.:..91 C5 K" l5 � Z RCP QW 70 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR AL PJM=924.60 UTILITIES, UNLESS OTHERWISE NOTED. B IE -918.17 SAN MH 3 D-5 z \ CONSTRUCT OVER ExG a' uNE ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE z E RIK=92490 (P.V.C.) SDR 35 UNLESS OTHERWISE NOTED. zT \IE(W)=91200 CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT 5= \ CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPOid �c S - 0. 0% - o- v COMPLETION OF WORK_ # Ca 40 f ` STORM SEWER SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) IE(W)17.20 \ PIPE PER MNDOT SPEC 3247 OR REINFORCED CONCRETE PIPE C) IE(W)17.20 0 = � PER MNDOT SPEC 3235. AL RCP PIPE 1B" IN DIA_ AND \�0 SMALLER SHALL BE CLASS 5, AND AL RCP PIPE 21' DIA. AND \ LARGER SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. \ CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO � > 1 10 7 8" STM CONSTRUCTION. O. X \ D STMI4 30 \ ECOAk STR STI ORM ORE TPETURE �IE�97 95 s \ \ 28 LF -i8' ST1A ® 0.50% \ HOPTH i REMOVE EXISTING WATER \ _ _ coPPER LATERALS TO MAIN. PROVIDE \ \ K CAPS/FLANGE AT MAIN. I_ REMOVE SANITARY SEITR SEVICE -_ - jTO MAIN. Eld E ABANDON \ I NECTID AT N IN 1/- CY C CRETE. 0 2D 40 _ \ I \ \ SCALE IN FEET V d$ tf ¢ ' 1 D V \ c c .8' OF 2' E `K' TD1 Hai_ \ \ \ OPPER WA SERVICE F.F_E=924.55 \ M 44 OF 6" PVC \ \ U F RIu=Oz�.TD IE 15.D INV.=_1_.55 O o V I \ IL II 1 ! t- - _J„ �Z a'I I I j it -0z lid LLJ 34 L iT UT uT uT uT ul # uT - ur u -� vG -- U) z G� ur vc c I ' rN F- �nN ui uT uc I QO I, 57Thi° YAH. LRIA III EL LIJ __ RIYcIffii REMOVc IXLSTING 12 RCP, M Al N STREET CONNECT TO NV,N�"ata ( UT u1 EXISZING STORM :NVEW.5IL-5 REPLACE VSIiiH 35 LF -16" ui ur ut �- ui ur MANHOLE =0,10.571.25 S IIA ® 0.50: uT PI'rE OUt V' -'n Ut uT uT uD � uG UG < IE=916_15 uT 0 L _ Ui c uc U, 2 -- I uT -- UT �- 64 LF -15 STM Q 050% NOTE: UNDERGROUND TELEPhLDn-t-1INEs wS-__-�-' l SHOWN EXTENDING FROM MIDSLOCK ALONG CENTER OF ALLEY TO 7TH AVENUE WERE ADDED STM[ 2D BY ARCHITECT BASED ON FIELD LOCATES. THERIM-92325 I BEND IN 7TH AVENUE IS ASSUMED LOCATION, IE(EIS)=91 _BT NOT FIELD LOCATED. THESE LINES HAVE NOT 6 BEEN LOCATED BY THE ORIGINAL SURVEYOR. jI STMH 55 l RIM=92290 I IE(WN)=917.74 ! JL -1 INTERNAL STORIA SEWER_ SEE PLUMBING PIANSI 10 LF -15" RCP @ 0.50% I1 \! - FOR DETAILS. (( / f n STUB SSA (� v IE=917.79 / SAN MH 1 (DROP)❑ CONSTRUCT OVER EXG 8' UNE a RIM=923.00 j n IE(N,S)=910_5= REiAlL IE(E, DROP)=914.1 1 H F F.E=923.10 34' O 6" PVC I j u / SAN ®ZO : STORM s, IE=911.20 NV.SNvW aES �, V V - - 21 LF-6DIP W'ATE WAIN �. �O = I -------_------�` ��AT smEET I - wA <avA1N 1R�CHr r' < < tZ� V.C.P. $ - <•�--�� <.�-�� ur -- of oZ u.. -�- U- --�- uc ---�' UG -BITUMINOUS uG � sl .rn v f I ( l v LIJ 7) 1 cP. s,NZ v >I o Q V� o In C3 J n - wmrt 7,t -921V7D- IE-916!33 v - in � �r =- < O _ !) O ,1 Yr V� r u INV,NW.N .l.o ,1D D NV.:..91 C5 K" l5 � Z RCP QW 70 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR AL PJM=924.60 UTILITIES, UNLESS OTHERWISE NOTED. B IE -918.17 SAN MH 3 D-5 z \ CONSTRUCT OVER ExG a' uNE ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE z E RIK=92490 (P.V.C.) SDR 35 UNLESS OTHERWISE NOTED. zT \IE(W)=91200 CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT 5= \ CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPOid �c S - 0. 0% - o- v COMPLETION OF WORK_ # Ca 40 f ` STORM SEWER SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) IE(W)17.20 \ PIPE PER MNDOT SPEC 3247 OR REINFORCED CONCRETE PIPE C) IE(W)17.20 0 = � PER MNDOT SPEC 3235. AL RCP PIPE 1B" IN DIA_ AND \�0 SMALLER SHALL BE CLASS 5, AND AL RCP PIPE 21' DIA. AND \ LARGER SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. \ CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO � > 1 10 7 8" STM CONSTRUCTION. O. X \ D STMI4 30 \ ECOAk STR STI ORM ORE TPETURE �IE�97 95 s \ \ 28 LF -i8' ST1A ® 0.50% \ HOPTH i REMOVE EXISTING WATER \ _ _ coPPER LATERALS TO MAIN. PROVIDE \ \ K CAPS/FLANGE AT MAIN. I_ REMOVE SANITARY SEITR SEVICE -_ - jTO MAIN. Eld E ABANDON \ I NECTID AT N IN 1/- CY C CRETE. 0 2D 40 _ \ I \ \ SCALE IN FEET V d$ tf ¢ ' 1 D V \ c c .8' OF 2' E `K' TD1 Hai_ \ \ \ OPPER WA SERVICE F.F_E=924.55 \ M 44 OF 6" PVC \ \ U F RIu=Oz�.TD IE 15.D INV.=_1_.55 O o V I \ IL II 1 ! t- - _J„ �Z a'I I I j it -0z lid LLJ 34 L iT UT uT uT uT ul # uT - ur u -� vG -- U) z G� ur vc c I ' rN F- �nN ui uT uc I QO I, 57Thi° YAH. LRIA III EL LIJ __ RIYcIffii REMOVc IXLSTING 12 RCP, M Al N STREET CONNECT TO NV,N�"ata ( UT u1 EXISZING STORM :NVEW.5IL-5 REPLACE VSIiiH 35 LF -16" ui ur ut �- ui ur MANHOLE =0,10.571.25 S IIA ® 0.50: uT PI'rE OUt V' -'n Ut uT uT uD � uG UG < IE=916_15 uT 0 L _ Ui c uc U, 2 16 Ir 02005 RUC INC. \ \ 5 �\ \\ Z 3 \ SHRR NI, HARDWOOD 1 B \ \\ �MULCH (TYPE �1 r (J 1 {moi / ` 35 SDD DISTURBED AS Call 433 Hours before digging i LZz zz UH c. 23'3x "': °nca c ,To GOPHER STATE ONE (:ALL =5 E cu e=, C C CC N Ti G Twin Cities Area 651-454-0002 = Q o MN. Toll Free 1 -BOO -252-1165 - s \,� x �4 �✓✓,. 1 23 Y LANDSCAPE NOTES I 5 F L;✓/r"` �% STONY WALL 45 CONTRACTOR SHALL RAP VERIFY LOCATIONS AND ELEVATIONS OF E."ISOF 2 pp S"X\\ / UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COM IMMEDIATELY RENT FY :RNs / SDD r � AA LANDSCAPE INSTALLATIONS. THE CONTRACTOR 'HALL IMIRm1ATELY NOTIFY 7H ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS BB CC Y P LL P.EFt72 TO GRADING PLAN FOR GRADES AND EROSION CONTROL AP.EAS- I 5 � � g LED TONE REFER TO LANDSCAPE DE-CPJL SHEET FOR GENERAL PLANTING NOTES, IRRIGAIIOW P o N O YAIX NOTES AND PLANTING DETAILS 11 vi 3 I 0 l.s BOULDER ` ------------------ 1 5 \ STONE>1NALL / (TYP) _ I _ _ _ _ _ _ _ - - - - - - . ___ ---------r ALL LANDSCAPED AREAS TO REGEVc 500 EXCEPT Wi-IERE NOTED OTHERWISE SOD BYP / AA 1 SHALL BE LAID OUT PARALLEL TO CONTOURS AND HAVE STAGGERED JOINTS 0 f BOULDER ' c \� PROPOSED LTRAOON fi (TYP) �6AqSRZpN/P1cNN 56 PROVIDE PVC SLEEVES UNDER DRIVES FOR IP.RIGATION PIPING AND 11ECTRIC D SEE DETAI 1° i pp BH R \ FIELD STO I"%nc_:h / PDYI—i. PATH (TYP) I" = •� 23 29 I I I ALL PLANT MATERIAL AND PARKING LOT ISLANDS SHAu_ BE IP.RIGAT<D. 6 C 1 U I O R INFILTRATION �/ LTEON ����� DETAIL PERENNIAL GARDEN DETAIL LANDSCAPE CONTRACTOR SHALL SUBMIT A SHOP DRAYBNG OF THE IPPIGATION E PLAN TO THE LANDSCAPE ARCHITECT FOR APPROVAL 6 SCALE: 1:10 SCALE: i:i0 12' ALL PARKING LOT ISLANDS SHALL P.EClEVE 4' DEPTH OF SHREDDED HARDIYJOJ O I PEDESTRIA ' BOULDER (Tyr') MULCH OVER LANDSCAPE FABRIC O I I LIGHT � PROPOSED --DL- J+TI� SOD 2 FROM METAL FENCE z BACKUOFF yk SMENDDT 270 ALL SHRUB PLANTING PE FA pJG WITH H A PO 4 DEPTH OF SHREDDED HARDWOOD O BFJJGi (�) MULCH OVER LANDSCAPE FABRIC YfiTH A POLY IDGIR Lj D 10 �\ 6' MIN_ DEPTH OF TOPSOIL TO BE USED IN ALL PLAN TING ARFFS MIXTURE SHALL j SDD Q NOT CONTAIN MORE THAN 35: SAND MIXTURE PW 11 I U �^''� •,.gyp SDD 2 7-t5 k?. Q ALL TRSHALL! BE A.PPm WITH FIRST-G+UILITY HEAVY. WATF3� J'R0CREPE 3 I 5 r � Q _ L _ V ` 7 PAPER EXCEPT HACKBERRY DUPING SEPTEMBER 15 TO APRIL 1. < w U \ L �' SOD � " � \.-.J.\ '.J � - - 3 FIELD STONES TO 9E Y x.� IN 9�. BOULDERS TO HAS FRACTURED STONE LOOK. _ t 3 / i i i i K I MNDOT SEED MIX 270 TO BE APPLIED YNTH. HYDROMULCH IN INMLTRAOOhI BASIN J_ i D T M I WHEP.E PLANTING BEDS ARE ABSENT. SEE GRADING PLAN FOR LIMITS OF BASIN. r,as-n"G BUIL DO 6 16 W \ ' TREE GRATES PER CITY OF HOPKINS STANDARDS. �/SONG F€]!CE �J 3 K W R N ALL CONSTRUCODN SHALL BE IN ACCORDANCE %Mi THE CITY OF HOPKINS PLANT SCHEDULE 3 2 1 B STANDARDS RESIDENTIAL 7 2 CODE QTY COMMON NAME/LATIN NAME SIZE ROTI REMARKS K I o A 2 IMPERIAL HONEYLOCUST 2.5 B&8 STRAIGHT LEADER SOD DISTURBED AREAS SHADE TOLERANT 1 � � MNDOT SEED MIX 270 HYOROMULCH AREA Gleditsia iriocanthos var. inermis 'Irnpcole' CAL AND FULL CROWN PERENNIAL. GARDEN O L J 8 6 ESTA SUGAR MAPLE 25" B&B STRAIGHT LEADER M SEE DETAIL 11 _ 19 PROPOSED DECOr2ATtVc FALL FI CAL AND FULL CROWN — \3 METAL FENCE n Acer soccharu'Balsta' C 3 GREE]JSPIRE LINDEN 2.5" B&B STRAIGHT LEADER Thio cordata ' Greenspor. CAL AND FULL CROWN t 2.5" B&B STRAIGHT t�ADER v P p 4 Rm OAK CAL AND FULL CROWN t t Q I �� Ouercus rubra 6 g&8 FULL. FORM �p _{ 1 1O L 8 i o E 4 GRFFN SPRUCE I �/ p I o Picea pungens HT. TO GRADE %j IT —LIT �- or t !� \ N SHP.mED HARDWOOD I 6 B&B F1JlL FORM I MULCH (TYP) �� VT F 2 JAPANESE LARCH TQ GRADE VT -------- SO] D Larix koempferi HT_ ------ �' G 1 SCOTCH PINE FULL FORM --------- ----- - HT. TO GRADE '- — J Pinus sylvestris -1O CONT_ CLUMP FORM G \ \ H 1 CUT LEAF STAGHORN SUMAC AND FU[1 CROWN �_. �• 1 S Rhus tyahina 'Locinioto I ` I 4- • t 8 THORNLESS COCKSPUR HAWTHORN 1.5 B&B TREE FORM I i'.� 4 / U CAL AND FULL CROWN I i !- J Cratoeaus crus-aalli inermis , (i1 d 17 D 1.5` B&B TREE FORM T _ U J 14 PRAIRIFIRE CRABAPPIF II 3 Id Malus 'Proirifire CAL AND FULL CROWN 1 II t � - L}' .1 � 8 U i 12' Pt-s�ESTRIAN _ K 26 M155 KIM LILAC 'r5 CONT. PLANT 5-D O.C_ 1N III Q::...".-.--- -• 4 4 LIGHT CC S inaa patu}a 'Miss Kim' }SASS OR AS SHOWN I T [ P' I Z fit COMPACT AMERICAN VIBURNUt�L t 5 CONT. PLANT 5'-D O.C. IN 2 I 8 _ L MASS OR AS SHOWN ! W �� J .� CC E Viburnum trlobum 'Bole Compact' � _ M 4rJ DWARF BURNING BUSH -5 CONT_ PLANT 5 -0" O.C. IN I r _ _ — _ Euon us alotus 'Compec:us MASS OR AS SHOWN / ] I { , 6 ; [j`• i] G _ i ti°• �5 CONT. PLANT 5-0 0. C. IN `� t W _ '-- I i \ BB N 23 IVORY HALO DOGWOOD _ }hA55 OR 'S SHOWN ` I I I I I V i1�33 Cornus Ciba 'Boi:ho:c' \ I I l I I I I v O 50 ANTHONY WATERER SPIP.EA �+5 CONT. PLANT 4-D D.C. IN / I Q cin �1 BB IhASS OR AS SHOWN / `• REl OCkT© 25 M L Spiraea x bumolda 'Anthony Waterer' S?PEiUGdT K ` �5 CONL PLANTF4 -D' O.C. IN ( n 2 `n p fib Rl� PRINCE WEIGELA MASS OR AS SHOWN n n - kN O !ES SDD��` Wei ela florida 'Red Prince' � Q Lam• Ior - Q 29 GOLDMOUND SPIREA s5 CONT. PLANT 3 -D O.C. IN 12' PEDE-�PJAN t _-_ MFat� (TyP) MA55 OR AS SHOWN % LIGHT 4 / �+ , } J `. y , �� S Traces z 'Gol[mound' l 11 `1z tis !- R 37 M S POTENTILLA in CONT. PLANT 3 -O" O.C. IN Patentifia fruticosa 'McKoy s 1Ynite (MASS OR AS SHOYthL j m xs GONT. PLANT —D o.c. IN RETAIL_ 2 S 6 LNDLESS SUMMER HYDRANGEA MASS OR AS SHOWN �� H rangea maoph�dla 'Endless Summer 15 CONT. PLANT 5'-0" 0_C. IN N -x, T r'' FADED HAPDYt70O f T 10 MINT JULEP JUNIPER SEA GREEN MASS OR AS SHOWN B MULCT (TYP) Juniperus chinensis 'Monleo / 2 U 52 BUFFALO JUNIPER 15 CONT. PLANT -0" 0.C, IN _ R Juniperus Sabina 'Bu Halo' MASS OR AS SHOWN / `t v J 5 CC _ - V t MEDORA JUNIPER 15 I CONI. PLANT 5 -D' O.C. 1N } MASS OR AS SHOWN V -:5O` N. . Juniperus scopulam., 'M=_dura - - 1 _ - BE PROicCTE W 6 JAPANESE SPREADING YEYI5 CONT. \ 626 _ R Q EXtSO1JG BOULEVARD TREES i0 ata MASS OR AS SHOWN - Taxus cuspid T 3-0" O.C. IN - 10 fi- S Q 30 3 MtSCANTHUS RED SILVER ' 1 CONT. PIAN �-! M AIN STREET X MASS OR AS SHOY/hl _ - - hiiscanthus sinensis 'P.otsilber' - .. - - •' Y 45 LADY IN RED FEP.N rt CONT. PLANT 1 -O" O.C. IN A TREE GRATE (TTP) Athyrium felixforma 'Lod in Red' MASS OR AS SHO 2 _ Z 70 ALSO-MARGINATA HOSTA 11 !CONT. IPLANT 1'-O' O.C. IN - Hosta undulates 'Alba -Mar inata' MASS OR AS SHOWN MAN ►REE 4 NOP.TH _t CONT. PLANT 1 -0" O -C_ IN - AA 125 STELLA DE OP.O DAl'L1LY MASS OR AS SH01h'N Hemerocallis 'Stella de Ora' 8B 131 PARDON ME DAY[JLY �t CONT. PLANTO.C. IN - Hemerocallis 'Pardon Me' I MASS OR AS SHOWN CC 203 CREEPING PHLOX 0 �t CONT. PLAIQT 1 -0' ; Phlox subulata 'Atro urpurea' MASS OR AS SHOWN ZD e pQ 46 SHASTA DAISY r1 I CONT. anthemum x superbum MASS OR AS SHOWN 11 SCALE IN FEE NOTE: THE ABOVE LANDSCAPE TOTALS APE GIVEN AS A CONVENIENCE TO THE LANDSCAPE .- __._._—_.. -,,..- , •ivncrFoc rnkn-p6rTnpz IS RFSPONSIBLE FOR VERIFYING COUNTS WITH S c a ... m a �n o � L U 0 a � m o z c mEa 09� C no� z o6�e Lj 5.9 a�� o �E N — m lJ� � W {{yyJJ L v -� = C � � o 6 y � u 6 Eli L --- L2..� 0 L✓ i LLI n amp f c 3 o ` V€eE L� Z OLL � v� Z LL Q Z 17 LLJ U� ZLtJQ- z 0 L j(%j _ Ur � ry- !_ o L' U1 2z � 'res N Cr RLK INC. 0 O GENERAL NOTES LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (454-0002) PRIOR TO STAKING PLANT LOCATIONS. COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER CONTRACTORS WORKING ON SITE - WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUBS MASSINGS ARE FOUND ON SITE, WHETHER SHOWN ON THE DRAWING OR NOT, THEY SHAH. BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED AND/OR APE IN AN AREA TO BE GRADED, ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL- ALL EMOVALALL EXISTING TREES TO REMAIN TO BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND DAI,AAGED OR RUBBING BRANCHES. BB TREES AND SHRUBS ARE BALLED AND BURLAPED- NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ALL PLANT MATERIAL SHAT COMPLY t'd(TH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTCE OF ALLINSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACS OF V DALISMLOR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION - WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS - NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. DECIDUOUS ► REE NOTE: TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED l5 THE CON--m-rows OPTION O STAKE TREES; HOWEVER, THE :ONTRACTOR IS RESPONSIBLE FOR LANTANING TREES IN A PLUMB 'OSITION THROUGHOUT THE ;UARANTEE PERIOD- ;CARIFY BOTTOM AND SIDES OF iOE PRIOR TO PLANTING DOUBLE STRAND 14 GA. WIPE - 3' 9 120' INTERVALS (TYP.) 16" POLYPROPYLENE OR POLYS -ll -IYLENE (4O MIL, 1-112-' WIDE STRAP YP-) TREE WRAP TO FIRST BRANCH LAGGING - ONE PER WIPE ROOT -BALL TO SIT ON SUBGRADE MULCH - 4" DEEP SHREDDED BARK (UNLESS NOTED OTHERWISE) PLANTING SOIL - SEE SPEC - TOPSOIL SUBGRADE 2- X 2' X 24" -WOOD STAKE SET AT ANGE SOD PLANTING SPECIFICATIONS PLANTING BED PREPARE -TION- ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM DEPTH OF 10 AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION - BACKFILL SOIL USE SOIL EXCAVATED FROM PLANT114G HOLES AND PROVIDE AMENDMENTS. REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER - FERTILIZATION: ALL PLANT MATERIALS SHALL BE FERTILIZED, UPON INSTALLATION, WITH DRIED BONE MEAL OR OTHER SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS UNI SS NOTED OTHERWISE. MULCH MATERIAL_ AS SPECIFIED ON THE LANDSCAPE PLANS. MASS MULCH ALL PLANTING BEDS DOEEP SHREDDED HARDWOOD MU CHDWITH NIORFI ER PERENNIAL , WEED BARRIRG S TO RECEIVE 3" ALL EVER REEN AND DECIDUOUS TREES TO RECEIVE 6" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. TREE STAKING: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETALS- IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CONDITION AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIDD ESPECIALLY WHERE VANDALISM, SOIL OR WIND CONDITIONS ARE A PROBLEM. TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATEIRPRdOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE- WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED. EFULLY AS SHOWN 014 NG PLAN: ALL TAKES PRECEDENCE PLANTS SHALL BE TF OVER PLANT SCHEDULE DISCREPANCIES E REPANCIES N QUANTITIES EXIST- SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. RESPECT STATED DIMENSIONS- DO NOT DIMENSIONS- SCALE DRAWINGS. EDGING: EDGING SHALL BE 4' P.V.C- COMMERCIAL GRADE EDGING WITH THPEE (3) METAL ANCHOR STAKES PER 20 FOOT SECTION- ALL MASS PLANTING BEDS SHALL HAVE EDGING PLACED BETWEEN MULCH AREA AND ANY ADJACENT TURF AREA - CONIFEROUS TREE NOTES: CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE_ NO MULCH TO BE IN CONTACT WITH TRUNK. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. TWO ALTERNATE METHODS OF TREE STAKING APE ILLUSTRATED. RESPONSIBLEIT IS THENFOP, MAINTAINING TRETIRACTOWS OPTIONOES IN A PLUMB POSM0STAKE TREES; HOW14 THROUGHOUT -I HE I� GUARANTEE PERIOD. Uffiffin"mm"swul" �! J II-- - F. 4- Iii ntT lnA GOPHER STATE ONE CALL Twin Cries Area 651-454-0002 MN. Toll Free 1—B00-252-1155 PLANTING MOTES NO PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL DIGGING. IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT. SURVIVAL. OR GUARANTEE, THEY SHAD_ BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION - ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD- SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED - ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE- WHERE CCEPTANCEWHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB. CURB. ETC_ SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRANAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND - SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. IRRIGATION DOTES LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING AS PART OF THE SCOPE OF WHEN BIDDING. THESE SHALT.. IIO BE APPROVED BY ILLUSTRATING AN IRRIGATION pLAN ANDSPECIFICATHENLANDSCAPE ARCHITECT PRIOR TO OP.K ORDER. VERIFY EXISTING/PROPOSED IRRIGATION SYSTEIA LOCATION - 4 PLAN uNi FSS IRRIGATED. ISTHE NOTED I R GATION SALL HALLINCLUDE THE PUBLIC RIGHT I F WAY AND PUNTING AREAS DCATED IHALL BE BETWEEN PROPERTY LINE AND BACK OF CURB WHERE NEW LANDSCAPE IMPROVEMENTS ARE PROPOSED - IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. DAALRP PROVIDENTRACTOR SHALL IITH A GASHEUE APPOIATE -10 THPROECT SITE CONDTIONSAND TO PLANT MATERIAL GROWTH REQUIREMENTS. DOUBLE STPAND 14 GA. WIPE, 3' ® 120' INTERVALS (TYP-) 15" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" !VIDE STRAP TYP-) e-0' STEEL STAKE FLAGGING - ONE PER WIRE RDDTBALL TO SIT ON SUBGRADE MULCH - 4' DEEP SHREDDED BARK (UNLESS NOTED OTHERWISE) PLANTING SOIL - SEE SPEC. 2" X 2" X 24' WOOD STAKE SET AT ANGLE SOD SHRUB NOTE: HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.) SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SHRUBS TO SIT ON SUBGP.ADE MULCH - (" DEEP SHREDDED BARK UNL ESS NOTED OTHERWISE) LANDSCAPE FABRIC - SEE SPEC. PLANTING SOIL - SEE SPEC 4" P.V.C- EDGING REFER TO PLAN FOR GROUND COVER SUBGRADE CENTER114G OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE. 1 L L J min LJ INC_ GROUT 90170M 0: uANHO'r TD 1/2 DIAMETER GRADE A7 PIPE AND SLOPE GROUT < TOWARD THE ash-- INVERT. = 2 i `ry uANHOLE STEPS SHALL BE PLACED SO -MAN ACCESS OPENING AND SPS ARE - -- FACING DOWNSTREAM. / -NO BLOCK STRUCTURES ARE ALLOWED. PLAN FACE OF WALL -OP OF BARREL SECTION BELOW 70P CASTING AND ADJUSWE"I RINGS 1, SPEC7fm. 511,8 TO HAVE FLAT 6- PRECAST PEEINrDRE;- CONCRETE 70P SEAL -M WT7H MANHOL SLAB WTH ji BARS AT 5 O.C. PAM 2 BENDS OF RAMNEK OR EQUAL I G1 WAY AND 2-14 PARS AT ALL SIDES - OPENING FOR E' DIA MANHD_E AN 11 - O PRECAST SLAB 15 P.EOUIRED. x GRADE MANHOLE STEPS. NEENAH R1S67J DR ash-- (. EDUAL 16' ON CENTER AS APPRO�D BY = 2 i `ry OSHA. "O VARIES 4• TYP ALL JOIN75 IN MANHOLE 70 HAVE RING RUBBER GASKETS. ,n PIPE SHALL BE OJT OUT FLUSH W.Td INSIDE 5_ - SLOPE 2-/fL FACE OF WALL STREET SID= MINIMUN SLA9 THICKNESS IS 6' FOR 1S _4' SECTION DEPTH. INCREASE THICKNESS 1' FOR EVERY DEPTH GREATER THAN 14•, AND REINFORCE WTH 6' X 6' 10/10 MESH. `DDGHOUS'S STALL BE GROUTED BOTH INSIDE AND OJISIOE_ `n1/°' STM -02 STORM SELhFF t /'1 RLM MANHOi REINFORCED 177 Di TOP SLAB SILT FENCE ATTACHED TO GRADE J --BARRIER WITH ND. 6560 26 - PLASTIC ZIP 71ES N4 H-10361 26" CONCRETE J-BARPEIER N2 V_ -S02 2i EX EN9ON N --� RENOiED CURS 140.8 14_ NQ. 59 Tfi" S i - STREET SID= BIB6Y-5 iE-cROM STOP VB521 1 LAY SILT FENCE ALONG EXSTING BITUMINOUS GROIJND AND ANCHOR FAVE7.t^JT WTH SANDBAGS ' � 6 GRADING MINIMUM T' BEHIND- BACK OF CUPS /__N PROVIDE HOPJ20NTAL WATER µ AIN GRD-91e 3012 72" 20' LOOP IN WATERMAJN I SILT FENCE ON J-BARRCR _CURS H2- M SECTION ON VARIES PAVEMENT ENi SLOPE GJTTR TO MATO{ PARKING LOT ORAJNAGE (s/4" PER FT. ,IF CJ I . OUT AS REO -D PROVIDE 2% SLOPE FOR A MINIMUM Or 27 BEYOND ,-3/8 " Up �- EDGE OF CURB. 5 E j�7 /j (��,-�7 PAVEMER """ GV PEI5EON CURB Xv V. F,�fnro riinninn GOPHER STATE ONE CALL Twin Miles Area 651-454-0002 MN. Toll Free 1 -BOO -252-1166 4"OR 6' SERVICE AS SPECryEO NOTE- I11�3 BACKFILL WITH SELECTED VANE GRATE SHOWN I - NATEPvL FROM EXCAVATION wrc WITH 45' BEND DR TEE MAIN UNE 6' - Z' X 2' WDDD POST FINISHED GRACE Y. ♦:♦�� PRO?OSED FINISHED CRADE-\,,. ♦' �'' \— SPECIFIED BACKFIL AS SPL AS ECIFIED-� Tyi_/�j/ '� DIRECTION OF FLOW/ • ♦ SEP.VICE MARKER ♦ �� Z"z4 WOOD OR / Kra -Eay� FENCE POST CAP 2/Ti�T PI cN ��y' / 72 MII'1• 45' BEND GRANULAR COMPACTED GRANULAR EACKFlLL i MATERIAL (IF RECURRED) NO BLOCK SRUCTUP,ES ARE ALLOWED. �v// PVC PIPE _/W 5• -VERIFY SLOPE l : R/W INYcRT COMPACTED GRANULAR DIA. r ELEVATION I ENCASEMENT GATE TO BE 2" HLOW GUTR GRADE. R.C. PIPE CLASS h I j D*1 p (IF REOUIP.ED) CASTING AND 10' 'SI ON EACH PS SPECIFIED =y"�`'�j��r♦��j., X,��♦♦r♦ 0'TS 0c SANITARY VARIES AOJKSi11ENT RINGS ' '// rr`��� ♦ y ➢/2 • ^ SIDE OF CATCHBASIN. �• ��i.♦♦%!:i\,1✓,� .)i3:Y/i i.I 'lrr. it/� J• SEI'F_R MAIN C014FACTc� GRANULAR LAR AS SPECIFIED. (INCIDBEDDIENTAL) MAT<RIAL VARIES (INCDFJ-TIRE) • WHEN SANITARY SERVICE IS H. I ACCOMPANIED BY A WATER - -T B SERVICE IN THE SAME TRENCH, INSTALL A 6' STEEL FENCE POST 4' MI -j COMPACTED GRANULAR 24'z3fi' 1 NEXT TO THE 2-z4 MARKER AND PAINT THE TOP 6' GRSN. O.F2� FOUNDATION (IF REQUIRED) PRECAST 5- • UNI LES 07HERVRSE INDICATED ON PLANS, NO BEND MAY BE x USED OTHER THAN THOSE SHOWN ON DETAIL DD3HOUSS SHALL BE GROUT PIPE DIA. B GROUTED ON BOTH THE 1 35- OR LESS & + 24 • SOLVENT 1tc.J..O ALL JOINTS INSIDE AND OUTSIDE { . 7.5 z g • IF DISTANCE FROM MAIN TO END OF SERVICE t5 GREATER 1•"•-• {2' TO 54- 60" ai OVER + 36 THAN 100', A CLEAN OUT MUSS BE INSTALLED AT S� IDD' INTERVALS. w�-E DETAIL SAN -4. AIRY SEIrtRER r1 '.•� SANMARY PP F STiL4" 05 I 2X3• RECTANGULAR CATCHBA9N PROPERTY UNE r PROPOSED FINIS -IED GRADE E-_27 X 2" Wam POST WIRED TO CURB Box: PAINT TOP B- BLUE (VACANT LOT - USE 5',S EL F-.NcE POS IF CURB _STOP IS IN DPJVEWAY OR SIDEWALK. SS WAT-OB CURS BOX AND STOP 6' CRIMP TAIL OR CONNECT TO STORM �� � - SANiT �.. 1 --gg� r��� SAM - 10 O PVC SANITARY SEWER 7RET1Gi DETAIL � `�� STvr_ll TRENCH DETAIL ca SERVICE CONNECTION _ R.C. STORM SEWER. CLASS 'C' BEDDING DROP LID TYLER NO. 6559 µUEUER NO. H-10351 BIB'oY-STE-CROtX ND. 6-5769 OVER TopIOF WA RP.MEAIN. ED JO GRADE TDPTYLER ND. 6560 26 - µUn, -R N4 H-10361 26" BIBSY-STE-cRax N2 V_ -S02 2i EX EN9ON BOTTOM �� TYLER MU I_-_ - TYLER 140.8 14_ NQ. 59 Tfi" MUELLER ER N0. 60 24' NO. 55 74 NO. 59 20 BIB6Y-5 iE-cROM STOP VB521 No. 57 6. NO. 8 14' AIN �5z2 NO. 59 20' 60 25' 'IwM COPPER SEPwCE PIPE •.., 1.'8523 1 . RAD. 3/H ' UP _ O BOTTOM �� TYLER MU I_-_ N0. 6650 FS' NO. H-10367 ES' a < �° i BIBBY--`rE-CRaX NO. 12576 60', _a-__S—AS BACKFILL SPECIFIED HIcY-STt-CROIX NO Y2502-2Y 12•X72^'„4 22• MAXIMUM CONCRETE BLOCK N. OF 4- AG--- EASE UNDER CJRS MINIMUM T' BEHIND- BACK OF CUPS (IF TOTAL THICKNESS OF 5`CTION ALLOWS) PROVIDE HOPJ20NTAL WATER µ AIN BASE 3012 72" 20' LOOP IN WATERMAJN I H61H lfi" �-o' _CURS H2- � 1 PLAN NEW "'V= CSI/= WATER FI lfLRAT Q3 ^•_€m WAT-05 GATE VALVE AND BOX SERVICE CONNECTION PAVEMENT SECTION VARIES S RAO.--\ SLOPE Ciliit TO MATCH PARKING LOT DRAINAGE (314- PER FT. 7Y?.) FINISHED GRADE TIP GUTEDER OUT As REO'D 1 RAD. 3/H ' UP 3D° < 6 < >-U) ° a < �° i 4 VARIES _a-__S—AS BACKFILL SPECIFIED HIcY-STt-CROIX NO Y2502-2Y O.D. + 2+' MAY. N. OF 4- AG--- EASE UNDER CJRS MINIMUM T' BEHIND- BACK OF CUPS (IF TOTAL THICKNESS OF 5`CTION ALLOWS) P.EOJIPED Ou=R THE CURB STOP & BOX WHERE THE TYPE A' L A FROM THE EXCAVATION OR AS SPECIFIED. 3012 72" 20' L H61H lfi" �-o' _CURS H2- 0E24 2{' s2' MIN.OX O.D.Q_D. . ADJUST TOP TO 742 BELOW GRADE BOX To E SET TO PROVIDE 11 OF ADJ;us:WENT Tn--R ND. 5B50 µUMI R NO. H-10357 81B3Y-S7E-CR01X S-5007 TYPE OR APPROVE EQUIVALENT RESILIANT Wr-MGE VALVE CONFORMING TO AWWA C -5D9 -6D STANDARDS TOP SECTION OF 10 - WATER VALVE SOX H' CONE BLOCK VARIES (EQUALS GUTTER WIDTH) VAPJES (70' TIPICAL) o c GRADE 6'X Ei �'OOPTSs Vf..•IA � WIRE MESH Y CONCRETE FA1F_M_IT NOTE 4- AGGREGATE BAST CONCRETE TO BE 7- THICK (MINIMUM). P,ONFORCD WTH 6-X 6" WIRE MESH. CONCRETE APRON SgAi1. 6E CO157RUCTED ON 4" COMPACTED AGGR=GATE BASE (SEE SPECIFICATIONS). SECTION[ AA NO SCALE LPOJR CURB INTEGRAL A FWTH CONCRETE SLA3 I.c--I---VARIES - VAR>=5 I —A EXPANSION JOINTY PLAIN V17,P) NO SCAM - luiim FINISHED GRADE SURFACE VARIES (EQUALS GUTTER WIDTH) VAPJES (70' TIPICAL) o c GRADE 6'X Ei �'OOPTSs Vf..•IA � WIRE MESH Y CONCRETE FA1F_M_IT NOTE 4- AGGREGATE BAST CONCRETE TO BE 7- THICK (MINIMUM). P,ONFORCD WTH 6-X 6" WIRE MESH. CONCRETE APRON SgAi1. 6E CO157RUCTED ON 4" COMPACTED AGGR=GATE BASE (SEE SPECIFICATIONS). SECTION[ AA NO SCALE LPOJR CURB INTEGRAL A FWTH CONCRETE SLA3 I.c--I---VARIES - VAR>=5 I —A EXPANSION JOINTY PLAIN V17,P) NO SCAM - luiim FINISHED GRADE SURFACE PROVIDE SELL JO3INT1NT AT EACH /DRIVE OR SIDEWALK >-U) QQ n/\ i � • \ � � �: 70P OF 80X 3 -COMPACTED BELOW CASTING _a-__S—AS BACKFILL SPECIFIED HIcY-STt-CROIX NO Y2502-2Y O.D. + 2+' MAY. LLI LjjL yr BEDDING MATERIAL AND ENCASEMENT —MATERIAL SHALL HE SELECTED MATERIAL P.EOJIPED Ou=R THE CURB STOP & BOX WHERE THE Ll FROM THE EXCAVATION OR AS SPECIFIED. BOX FADS IN THE DRIVEWAY OR SIDEWAI _CURS H2- ' MIN.OX O.D.Q_D. . WATER WATERMAIN MATMAL WATER CURB STOP AND BOX f� AS SPECIFIED WAT 13® DUCTILE IRON WATERMAIN TRENCH DETAIL - IN DR!V:vrAY OR SOEWALK ` _ DROP UD /�BEDDING MAT321AL TrLER NO 6560\l MU7"E7 ND H-79361 81BBY-sr-cRax PROVIDE SELL JO3INT1NT AT EACH ND 5-5169 >-U) QQ TOP TYLER NO 6560-26" � • \ � � �: MU 1, B -R NO H-10361-26' --'�"•6 HIcY-STt-CROIX NO Y2502-2Y O.D. + 2+' MAY. LLI LjjL yr BEDDING MATERIAL AND ENCASEMENT —MATERIAL SHALL HE SELECTED MATERIAL P.EOJIPED Ou=R THE CURB STOP & BOX WHERE THE Ll FROM THE EXCAVATION OR AS SPECIFIED. BOX FADS IN THE DRIVEWAY OR SIDEWAI MAIN ' L G WATER WATER CURB STOP AND BOX f� WAT 13® DUCTILE IRON WATERMAIN TRENCH DETAIL - IN DR!V:vrAY OR SOEWALK ` _ No -1t REFERENCE TO MN -DOT SPEC 2521 CONTRACTION JOINTS AT 5 SPACING CUBIC YARDS PER LINEAL F03T - 0.0517 LINEAL FEET PER CUBIC YARD - 16.21 EXPANSION J31NTS EVERY CO' OR LESS �="� MA=/�= PAVEMENT !� = PAVEMENT � '�'� PVIAT-24 .yam PVlirc-{l3 - PVH -14 � CONCRETE SIDEWALK SEC710:1 V DLR 1 © �'=;'�E� CONCRETE ORIWAY f.°ROtt - COMMERCIAL - �� 65 SME CONCPE7E CURB ANO GITT=..rT _ �."""'•'`""- tee. 6' INTEEMAL z = Q DTcCTAEI WARNING SJAFAL° SDEWALK- TO BE TRUNCATED DOMES AS PER ADA SPECIFICATION_. 5 _> _ - - PAVDUENT ISOMEMC OF RMIP Iy Srr uAx 6" tl:T-cuuL [�j S on < D S_0 SOEIYAX� r E1�YAllOi� OF RAT�iP � eL DETECTABLE WARNING SURFACE TO BE T'RUNCATM DDMS AS u PER ADA S <OFI:ATIDNS 5- INT. AL G SDLVfA,A' SU MIN. C A'ESID_E ACC��73LE PARKING STALL PARYJNG STALL - PLAN VIEW OF RAMP RE�•� ,inTAw PAVEMENT r\ �•-5� � PyR'l l -G6 INTEGRAL 9DEWALr E. PEDES -IRM RAMP v 7 >-U) QQ GQ J- LLI LjjL yr �� i I J Ll - Y Ui ' L G 7 0 2006 RUC INC. RESPONSIBILITIES THE PROPERTY OWNER OR CONTRACTOR MUST SUBMIT A COMPLETED NPDES APPLICATION FORM YJTH THE 5400 APPLICATION FEE THE OWNER AND OPERATOR (USUALLY THE GENERAL CONTRACTOR) ARE JOINTLY RESPONSIBLE FOR ALL TERMS AND CONDITIONS OF THE PERMIT. PROPERTY OWNER OR CONTRACTOR TO SUBMIT NPDES NOTICE OF INTENT PERMIT 7 DAIS PRIOR TO THE BEGINNING OF CONSTRUCTION. CONTRACTOR TO SUBMIT NPDES NOTICE OF TERMINATION TO MPCA WITHIN ONE WEEK OF FINAL RESTORATION ACCEPTANCE CONTRACTOR TO MONITOR AND REPORT ON STORM WATER MANAGEMENT REQUIREMENTS PER MPCA FOR STORM WATER DISCHARGES FROM CONSTRUC11014 PP.OJcCTS MERE THE OWNER OR OPERATOR CHANCES, THE NEW OWNER OR OPERATOR MUST SUBMIT A SUBDIVISION REGISTRATION WITHIN SEEN (7) DAYS OF ANY OF THE FOLLOWING 1- ASSUMING OPERATIONAL CONTROL OF THE SITE. 2_ COMMENCING WORK ON THEIR PORTION OF THE SITE. 3. LEGAL TRANSFER. SALE OR CLOSING ON THE PROPERTY. CONTACT PHONE THE OWNER MUST IDENTIFY A PERSON KNO FOGr-ABLE AND oapERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMP'S WHO WILL' 1. OVERSEE THE IMPLEMENTATION OF THE SWPPP 2_ OVERSEE THE INSTALLATION. INSPECTION AND MAINTENANCE OF EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION. THE OWNER (MUST IDENTIFY WHO WILL HAVE THE LONG TERRA RESPONSIBILITY FOR LONG TERM OPERATION! AND MAINTENANCE OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM AND DEVELOP A CHAIN OF P.ET;NMSIBLIJTY WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL FINAL STABILIZATION AND SUBMITTAL OF THE NOT. CONTACT PHONE REQUIREMENTS THE Pr MITLTE MUST AMEND THE 51YPPP AS NECE SARY TO INCLUDE ADDITIONAL REOUIREIMENITS. SUCH AS ADDITIONAL OR MODIFIED BMP'S. DESIGNED TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS Ww: TENEVEM 1. THERE IS A CHANGE IN DESIGN, CONSTRUCTION. OPERATION OR MAINTENANCE'. 2. WEATHER OR SEASONAL CONDITIONS THAT HAVE SIGNIFICANT EFFECT ON DISCHARGE. S VALE, OR FEDERAL ECiION OR SOFFICIALS INDICATE THETIGATION BY SITE ASSWPPP ISLOCA EFFECTIVE 4. THE Sf?PP IS NOT ACHE NG THE GENERAL 03,F_C11VEES OF CONTROLLING POLLUTANTS OR THE SWPPP IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THIS PEPJMTF S. THE MPA DETERMINES THAT DISCHARGE MAY CAUSE OR CONTRIBUTE TO NON -ATTAINMENT OF ANY APPLICABLE WATER OUALITY STANDARS OR THE SW4?P DOES NOT INCOP.PORATt THE REQUIREMENTS RELATED TO AN APPROVED? TOTAL MAXIMUM DAILY LOAD (TMDL): THE RUNOFF FROM THE SITE DISCHARGES TO AN IMPAIRED WATER WEIICH HAS AN APPROVED TMDL AND HAS NOT BEEN PROPERLY DETAILED IN THE SWPPP. STORM WATER PONDS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT ON-SITE WILL BE CONSTRUCTED AS A FIRST STP IN GRADING. AND WILL BE MADE FUNCTIONAL BEFORE SUCD DISTURBANCE TAKES PLACE UPSLOPE­ EARTHEN H AS DAMS, DIKES AND DIVERSIONS MUST BE SEEDED AND PES MULCHED WTH N 4$ HOURS OF INSTALLATION UTILITY AND PAVING WORK WILL COMMENCE UPON COMPLEITON OF THE GRADING OPERATIONS. ALL EROSION CONTROL MEASURES AND PROTECTIVE FENCING MUST BE INSTALLED AND INSPECTED EY THE CD TY OR LOCAL GOVERNMENT UNIT PRIOR TO BEGINNING OF ANY GriADING. RESPREAD TOPSOIL AND ESTABLISH TURF ON ALL ROUGH GRADED AREAS OTHER THAN THOSE DESIGNATED FOR PADS. BITUMINOUS, AND CONCRETE WITHIN 48 HOURS AFTER COMPLETION OF EARTH MOVING. GENERAL AREA SEED MIX: MNDOT S?EG 3B76.2 MIXTURE 13D3. MULCH: IJNDOT TYPE 1 DISC ANCHORED, 2 TONS PER ACRE FERTILIZER: COMMERCIAL MORE THAN 40/11.95. f(P OSPHATE LIMITED TO NO RESPP.E.AD TOPSOIL AND ESTABLISH TURF ON AL FINAL GRADED AREAS WITHIN 72 HOURS AFTER MV-PIF11OR OF FINAL. GRADING GENERAL AREA SEED MIX:MNDOT SPED 3876.2 MiXTUP.E 503. MULCH: MNDOT TYPE 1 DISC ANCHORED, 2 TONS PER ACRE FERTIUZER: C06OMERCIAL 10/10/10 (PHOSPHATE LIMITED TO NO MORE THAN 400 LBS/AC) MAINTAIN ALL EROSION CONTROL. ITEMS, REMOVE ACCUMULATED SEDIMENTS, CLEAN UP MUD TRACK© FROM THE SITE ON TO ADJACENT STREET% AND CONTROL DUST (PER MNDOT SPEC 2130 AS NECESSARY TO ELIMINATE SIGNIFICANT DUST PER REQUIREMENTS OF ENGINEER, OWNER, AND/OR CITY, UNTIL SUCH TIME AS THE ENGINEER HAS ACCEPTED THE WORK- SITE SWEEPING IS TO BE PERFORMED AS NECESSARY TO REMOVE EXCESS SEDIMENTS FROM HARD SURFACES ON THE SITE. TEMPORARY STOCKPILES MAY BE LEFT ON THE SITE FOR USE IN BACKFILL REPLENISHMENT. STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE BMP'S TO CONTROL RUNOFF. STDCKPIIFS CANNOT BE PLACED IN SURFACE WATER CONVEYANCE DEVICES (CURB AND GJTTE2, SWAGES OR DITCHES). TOPSOIL WILL BE RESPP.EAD PROGRESSIVELY AS THE GRADING WORK CONTINUES. IF STOCKPILES ARE TO REMAIN FOR MORE THAN 60 DAYS IEIMPORARY SEEDING MUST BE PLACED. PERMIT REOUIP.ES THAT THERE BE NO UNBROKEN SLOPE LENGTH GREATER THAN 75FOR SLOPES WITH A GRADE OF 3:1 OR SILEPEFZ GRADIENTALL DOWN PERIMETER PLACE BEFORE ANY UPGRADIENT D SSTRURBANCE BEGI SO ULD RE IN AND MAINTAINED UNTIL FINAL STABILIZATION. TIMING AND INSTALLATION OF SEDIMENT CONTROL DEVICES CAN BE ADJUSTED TO ACCOMMODATE SHORT TERM ACTIVITIES SUCH AS CLEARING AND GRUBBING" THE PERMITTEE MUST IMPLEMENT THE SWPPP AND INSTALL BMP'S IDENTIFIED IN THE SWPPP IN AN APPP.OPP•IATE AND FUNCTIONAL ALL STORM DRAIN INLETS MUST BE PROTECTED WITH BMP'S MANNER. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE ROCK CONSTRUCTION ENTRANCES OR EQUIVALENT SYSTEM MUST B - USED TO MINIMIZE TRACKING FROM SITE DELINEATED ON THE SITE BEFORE DEVELOPMENT BEGINS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN MUST DISCHPJNG AGE 114TO THAT MAY HAVE SEDIMENT NT EN DISCHARGE RDD FEET O A SURFACE WATER MUST HAVE TEMPORARY EROSION MUST DISCHARGE NTE A OTHERWISE IT PERMANENT SEDIMENTA ION BASIN WN POSSIBLE OTHERWS` IT MUST BE DISCHARGED PROTECTION OR PERMANENT COVER FOR THE EXPOSED SOIL AREA. THROUGH SOME FORM OF BMP. YEAR ROUND, WITH THE FOLLOWING MAXIMUM TIMES AND AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WDRKM: ALL OUTFLOWS FROM BMP'S MUST HAVE APPROVED ENERGY 1. SLOPES STEEPER THAN 3:1 (7 DAYS). DISSIPATION SUCH AS RIP RAP. 2- SLOPES OF 10:1 TO 3:1 (14 DAYS). 3- SLOPES OF 10:1 OR FLATTER (21 DAYS). THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES UPON ESTABLI&SMENT THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT OF FINAL MEASURES AND SITE STABILIZATION. CONTRACTOR SHALL DRAINAGE DITCH THAT DRAINS WATER FROM A CONSTRUCTION SITE OVI3REXCAVATE TEMPORARY SEDIMENT POND BOTTOM IF POOR OR DIVE -TITS WATER AROUND A SITE, MUST BE STABILIZED WITHIN 2E0 SUBSOILS BECOME SATURATED AND REPLACE WITH COMPACTED F111 FEET FROM THE PROPERTY EDGE OR FRDM THE POINT OF DISCHARGE_ MATERIAL PER REQUIREMENTS (k GEOTECHNICAL REPORT. TO ANY SURFACE WATER VATHIN 24 HOURS OF CONNECTING TO A SURFACE WATER" THE CITY WILL INSPECT SILT FENCE PRIOR TO ANY LAND ALTERATION. ALL SILT FENCE Sr1ALL BE CONSTRUCTED WITH WODO OR STEEL POSTS (SE DETAIL). ALL EROSION CONTROL MEASURES MUST BE INSTALLED AND MAINTAINED ACCORDING TO THE DETAILS INCLUDED IN THE CONSTRUCTION DOCUMENTS. ALL SILT MUST BE REMOVED FROM SILT FENCE WHEN IT REACHES A HEIGHT EQUAL TO ONE-THIRD OF THE HEIGHT OF THE SILT FENCE THE CONTRACTOR MUST PERFORM ANY CORRECTIVE MEASURES ORDERED BY THE CITY. LOCAL GOVERNMENT UNIT. OR MPCA WITHIN 24 HOURS OF SUCH NOTICE THE CONTRACTOR SHALLDEEMED ALSO BY THE ADDITIONAL CITY OR RPA WT -THIN 2OSION 4 HOURS) OF NOTICE Al MEASURES MUST BE REPLACED OR ENRED NTH THE APPROVAL OF CITY, AND MPGA. WHEN THEY NAL - ORANGE POLY SNOW FENCING MUST BE PLACED AROUND AIL_ NATURAL FEATURES THAT APE TO BE ALL TREES. WETLANDS. SLOPES, E-CAVED. -IHIS (ELIDES iG IN LOCATIONS WHERE PLACEMENT OF PROTECTION FENCING COINCIDES NTH THE PLACEMENT OF SILT FENCE. THE TDP PORTION OF THE SILT FENCE MAY BE pMNTED ORANGE AND CAUTION RIBBON MAY BE INSTALLED FD IN ACCORDANCE WITH THE DETAIL PROVIDED IN THE CONSTRUCTION SPECIFICATION. RIBBON MUST BE MAINTAINED AT ALL TIMES IF THIS ALTERNATIVE IS TO BE US='D_ CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING PAYED SURCL FACES EAN OF SEDIMENT BY STRL-ET• SWEEPING ROADWAYS SE SURFACES. ANY SEDIMENT TRACKED O'rF--SUITE IS TO BE REMOVEMULATION OF SEDIMT OCCURS ON D C WITHIN 24 HOURS. SIYEEPING MUST ALSO OCCUR WHEN DIRECTED BY THE CITY_ THE CONTRACTOR IS TO PLACE A THREE FOOT WIDE STRIP OF SOD BEHIND THE CURB FOLLOWING BACKFILLING TO PREVENT EROSION. INDIVIDUAL EROSION CONTROL PLANS WILL BE REQUIRED FROM LOT BUILDERS AT THE TIME OF FUTURE CONSTRUCTION. CONTRACTOR TO PROVIDE STRAW BALE PROTECTION AT AL CATCH BASIN INLETS (SEE DETAIL). EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL SLOPES 3:1 OR STEER. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND SEDIMENT P.EMO\ED ONCE THE SEDIMENT COLLECTED PEACHES ONE-THIRD THE. STORAGE VOLUME tiI1rj1N 72 HOURS, AS FIELD CONDITIONS ALLOW. ALL SEDIMENT'DEPOSTS WITHIN SURFACE BE AND RSTASIUZED WITHIN 7 DAYS OF DISCOAVERY. MUST TH S NCLUDESVED DELTAS AND STORM SE zR SEDIMENT DEPOSITS. INFILTRATIONT BE E--CAVATED TO FINAL GRANDE UNTIL TOE CONTRIBUTING DFILTRA-11SYS ITEMS rc`INOGE AREA HAS BEEN FULLY STABILIZED" DURING EXCAVATION, SEDIMENT AND EROSION CONTROL DEVICES 3iOULD BE LMUZEDD TO PREVENT SEDIMENTATION AND THE AREA MUST BE STAKED CIT- AND MARKED SO THAT HEAVY CONS I UCTION EQUIPMENT WILL NOT COMPACT THE SOIL TO PREVENTT OLOGGONG OF THE SYSTEM. A PPE REATMETT DEVICE TLE MUST BE USED TO SETPARTICULATES BEFORE RUNOFF DISCHARGES INTO THE INFILTRATION/FILTR.ATIONN[ SYSTEM. ON-SITE MUST BE CONDUCrr-U TO %rr0 3 FEET EOFNSEPARATION FROM BEDROCK OR THAT(SATURATED SOIL IS ACHIEVED. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTIOYJ IS REACHING THE INFILTRA 10.4 AREA SEDIMENT CONTROL DEVICES MUST BE USED TO MINIMIZE. SEDIMENT ENTERING SURFACE WATER. INCLUDING CURB AND GUT TER AND STORM SEV10Z INLET'S. IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVER LOADED. THE s,.,?PP MUST BE AMENDED. INSPECTION AND RECORD RETENTION THE SIYPPP. ALL CHANCES TO IT. AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THE PORTION OF THE SITE. ALL OWNERS MUST KEEP THE SYPPP ON FILE FOR THREE YEARS AFTER THE SUBMITTAL OF THE NOTICE OF TERMINATIO N, INCLUDING THE FOLLOWING INFORMATION: 1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT_ 2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION. 3. ALL PERMANENT OPERATION AND MAINTENANCE AMFE' EME'ITS THAT HAVE BEEN IMPLEMENTED. INCLUDING ALL RIGHT OF WAY, CONTRACTS, CP.E OVENANTS, AND OTHER BINDING REQUIMENTS REGARDING PERPETUAL MAINTENANCE. 4. ALL S FOR DESIGN OF THE TEMPORARY AND PERMANENT STORM�WWATER MANAGEMENT SYS 1`EM - THE PERMITTEE MUST ROUTINELY INSPECT THE SITE O wcP_ EVERY 7 CONSTRUCTIONDAYS DURING ACTIVE WITHIN HOURS AFTER A RAINFALL EVE TT GREATER -11-IM a.5 INCHES N 24 HOURS. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND RETAINED WITH THE SWPPP. RECORDS SriDULD INCLUDE- I- NCLUDE1. DATE AND TIME OF INSPECTIONS. 2. NAME OF PERSON CONDUCTING INSPECTION. 3 NCLUDING CORRECTIVE ACTION. DETAILS OFDING OF ICORRECTIVE NSPECTION I ACTION (DATE, TIME. PARTY COMPLETING MNNTEEHANCE) 4. DATE AND AMDUNT OF RAINFALL GREATER THAN 0.5 INCHES IN 24 HO UM 5. DOCUMENTATION OF CHANCES TO SWPPP_ IN AREAS OF PRO ECT WHERE FINAL STABILIZATION IS COMPLETE. INSPECTIONS CAN BE REDUCED TO ONCE A MONTH. INSPECTIONS CAN BE SUSPENDED DUE TO FROZE14 GROUND CONDITIONS UNTIL FIRST P.UNOT OCCURS OR CONSTRUCTION ACTIVITIES PRESUME. NO t ICE OF TERMINATION PERMITTEES MUST SUBMIT NOTICE OF TERMINATION (NOT) V41HIN 30 DAYS 1F ONE OR MORE OF FOLLOWING CONDITIONS HAVE BE21 MET 1. FINAL STABILIZATION HAS BEEN ACHIEVED ON ALL POR -11014S OF TETE SITE FOR WHICH PERMITTEE IS RESPONSIBLE INCLUDING THE REMOVAL OF AL TED.SPQRARY MEASURES SUCH AS SILT FENCE 2 AND THEr2 OWrtER HAS ASSUMED CONTROL OVEE A!1 PORTIONS OF THE SITE THAT HAVE NOT ACHIEVED FINAL STABILIZATION. 3. IN THE CASE OF RESIDENTIAL CONSTRUCTION, TEMPORARY 110M AND DOV44 FEROSION PROTEC7 OR INDIVIDUAL L TS HAS BEEN COMP GRADIENT IFTED AND THE CION iP[DL RESIDENCE HAS BEEN TRANSFERRED TO THE HOMEOWNER ­ SUBMIT THE h T ST DTHINE30 DAYSOFFINALON OF tHE SITE STABILIZATION- FINAL TABU ZA TION. �D FIN SALL SOILATION CA14 BE ACHIEVED IN THE FOLLOMNG DISTURBING ACTT TIES ARE COMPLETE AND A WAY -- I- UNIFORM E 1. OVER THE ENTIRE PERVIOUS SURFACE COVER NTH A DENSITY OF 70 AS BEEN AG•IIEVED INCLUDING: -STABILIZATION OF DITCHES AND SWALES. -REMOVAL OF AL TEMPORARY SYNTHETIC & STRUCTURAL UCTURAL BMP'S -REMOVAL OF SEDIMENTS FrROIJ STORM WATER CONVEYANCES AND PERMANENT WATER QUALITY BASINS. FOR PRESIDENTIAL DEVt'LOPMENTS, F114AL STABILZATIO4 HAS BEER- AC7HIEVED tHEN: _EMPOI?ARY EROSION PP.OTECTION AND DDW11 GRADIENT PERIMETER CON TP.DL FOR INDIVIDUAL LOTS HAVE BEEN COMPLETED- -THE RESMENCE HAS BEEN TRANSFERRED TO THE HMEOM4ER. THE PERMITTEE MUST DISTRIBUTE TH NOMEOWER FACT HEFT' TO E HOMEOWIJM E MPGA RECOMMENDED SEQUENCE OF CONSTRUCTION SEQUENCE OF CONSTRUCTION IS RECOMMENDED. CONTRACTOR TO ESTABLISH FINAL SEQUENCE. 1. CONTRACTOR TO VERIFY THAT ALL PERMITS HAVE BEEN OBTAINED. 2. CONTRACTOR TO SCHEDULE FIELD MEETING WITH CITY AND/DR WATERSHED. 3. CONTRACTOR TO INSTALL ALL PERIMETER SEDIMENT CONTROL DEVICES. FOR TREES, DITCHES. EXISTINGENTRAWATER BODIES AND AREASNCES AND PROTECTIVE GTO REMAIN UNDISTURBED. 4. CONTRACTOR TO CONSTRUCT STORMW'ATER SYTtg' S. CONTRACTOR TO CONTACT CITY AND/OR WATERSHED FOR APPROVAL OF SEDIMENT CONTROL DEVICES. G. CONTRACTOR TO ROUGH GRADE SITE AND INSTALL UTILITIES. 7. CONTRACTOR TO INSTALL SUBBASE AND BASE FOR PAVEMENT 8. CONTRACTOR TD INSTALL BITUMINOUS SURFACE 9. CONTRACTOR TO INSTALL EROSION CONTROL BLANKET VITH PERMANENT SEED MIX. 1D. AAPPPROVVAAL DISTURBED THE CITY EN6TAVE NEEERBEEN NDTSTABILIZED. TTO V EKS OF FINAL STABILIZATION. 11. CONTRACTOR TO REMOVE SEDIMENT CONTROL DEVICES WI THIN TWO WAYS OF APPROVAL M SUBMIT NOTICE OF TERMINATION WITHIN 30 DAYS OF FINAL STABIuzAmou. Galt 4-3 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1156 Ac OtOp 0 pil 00 Oo 0. 00,0� 00 0.6 C��o 0 0o a0 00000 o" MINIMUM DEPTH O O OO O 0 0 �S. 'ylN,4c O°000°O0 Oop p00O0O O o 00 r. O OD 7' - 2• wASYEO ROCK CTR, Q� NDSA 2D N,N1µUN IB" MINIMUM CUT OFT BERM TO MINIMIZE RUNOFF FROM SITE FILTH FABRIC SHALL BE PLACED LENDER ROCK TO STOP MUD MIGRATION THROUGH ROM V -m =112/" ING DETAIL FGR_: AN' rRucnDN E.rN � - ScTr--amR3lloTo<&S,SO>=3 riOPEg --'tea sa:>9c.sY3cc:Llr..a ���a•� fnic�o>�-TI'i � Aad 5rnn s�F;� s:�a:•w i= iJ-'�`� r.r�.�� rmmi.atzs_',� - v� a[TU As. - �Do�dtac .. 13tircc ^-d 9vr:es of imp max 1✓P�iO: rt3c Hayd m� Nw .._...- GRADING GRD -16 GR 18 _ : %ASArC CDIy.r_T - f OF. CSrr K'- CN .-,.TL A c �1 E 2- x 27 wam DR STEEL FIEN=E PD S7 W MAIDMUN S•'AaNG MRE MESH RDNFORMuDfi. STD. FIELD FENCE- MIN. CIO" HIM -L MAX MES -1 SPACING S- AND MNL 14 / GAUCE MRE- c.EDTEXTP z FA3RIC - O`_-P.LAP rl_. C 6" AND FASEH AT 2' INTERVALS LAT rAswC IN THE TRD:,71 rASRiC 1.l7aiDRACE ,nEHCi EAd•itL TRJIai HATH TAMPA I:AZIRAL SOIL 171 CF RUN I y / W = �W S� 0 c INTO RIiCH u1N. SUPPDiT POST go A7iACH rJ` 7D ANa/DRACE IN SOIL DR HIRE MSN AND SUPPORT CDAEN7 MORTAR AS PDS75 HC71i RINGS OR HARE 5'EaFLJ IES wir�d^MMn GRADING DIFTAiL �1 G[v.t'v'= 9!T SNCZ - HEAVY DUTY [ ti ia DIP 1 0 1 • 8 3 5 O O 15 (1) 1.4g@@ 00 0 0 NORTH FGAFZAGE FLOOR FL. -'_'N vs• . r -o• MR iii WaslTiminn Ave. N Suiie'210 - Z UJ z z Or Ul < WY U.. t; u L: UNZ Q n. a � i�ox C¢T3 I Fa•eii R eiiam ac hn..^�•�3'9(CM1 R�m�YRilp'IK RR6R�aJA6 e�Q,s-�c rdCRll ira a diy lim-cd A�Rxce4rdtx Ssd W.r�a MAN J. DDV0115 HISTORY: S -I -DS DD. SET PRWE. N2 D'O'Ba scALE.: t E* -I' -O• 097E u3 L==5 DAGTYA 2Y. IALP LwEG✓.FD 9Y. SE A2®® G) 9� 10 11 1 i J t2 13 t4 t5 (1-6) riani 02s(-3) G) FOR NOT-5, SEE SHEET NOTE. s Tu4L C)Iri= SION FF-OVI O-JTSI '0 =LC OJT L T�.� _= LjL=N_ ED -N FIRST i=LC)c)F- PLAN FOR MALL T—.F==- LE -r -=w FAC a C;�- 5RIc3c.�—mlj 70 OJT SIC)= P OF .14EATI-11141, 15 A 310- 5 F E! SHEETS .4EID T EW—L-tF----=D UUT FLAKS. CL cl: 0 2 1 LL En rr ni" I Do—vaus PRINT mW_-- SGNFTURE Runs FLWIQKNurC-a DAM 3-1-05 DD.5ET PROJECT 140, Os.C1 E8 S'ALE. DATE: r�rcezi: SY s: A210 10 01Z.4 106 (XD 00 0 0 !.:L - -.'- F rIENSION FP--" =TSI?; ---W 10 OJ FACE C-- emcr-"r- <cc 15 A 5/5' 5ECOND FLOOR PLAN 0 Its'. ij %V-:,Wmuinn Ave. N Suitt #210 t4N iWl z Z O LL z Cl) z al: XI LU 2; cr co 0 z LU Dj z ,- LlZ U.J < Sy ED Uj Z=d a- 00 LO zu <Sa z'u mm il'a ^mj'rxtl nrsRrrrll -.9i; —LO -W, —0-1 pA:jCC7 OWN BY: lJIP CHECKED 21 A220 O io E)JR .-%, Washinetnn Ave. N Suile n21D O1 1.2 1 .4 1.6 1.8 2 2:8 O3 O4 O5 O6 7O OS � �9 9.Z 10 ].1 '� 12 13 14 ] 5 N Oc== 2ET L760 .�F+..CTLAL =-EN5121 FF�y OJTStDE IDmLL TYPE LlGGND I- G --- To -.--Z F -E G 5NE=7NP15 IS 4 5t0 1:7 - NOTE: 5.c S:IEET! <310 FLOOR PLANI111/: Tuzl =3=o w� CDII�IM EFY,Lt-R--EP uwT MA -'45. IL cc O O LL ��x=P�dgcreorra�fln sctm �v. cd tim i am : 0�if ifxax! d�G�V 12:ic Ch Sad.._.. DEIN J. DDVDl15 PRINT Nu E 51aH TUR-- REGGTRSTIDNHU,Z55R DATE.HISTORY: PROJECT N1 :=W de SCJ.L f 5'•i'-0' DATE eet xe•.d DRAWN EY, GLP DwCKEED EY. SE A230 �61 1 1.2 1.4 1.6 0(:D 6 O O8 8�. O � 10 11 n 1�. 12 13 14 15 5C7 EM1' Well -@I NO =. SEE 54;=ct AGO I.C�tE: 6 ...CLEI L OLTN51?- TO C O E']DC- FOR WALL TY� LEG=1.rJ R�_c � g; J"xr�'11 TO Wi51�E FL.=E OF 5:7Ey7HIFY 15 < 5/5' NOTE: 5EE SHEETS a31D iwz�aS:oFOA FOURTH FLOOR F'L��t1 2 =_t�LaFGE� uHit PL aNS• z �r DJR /�cCK7s=urI=- tw= 5.;9 W..;hin_mn AIC. N Suitt '210 minncupoli%. MN Si701 Ph. 1613j676-2700 F— f,5111 06-2796 O LL 1— O z u� �z r--)T- UJ X z z z UJ Q U � Q ¢ 2 x T0- o O j G L LLI 6 Y NWS _ T- oFz rr za :Dz<° LLO a rt�l ee FSmd q rx a ..s q ac arendp:� t:+liama d3TuxKk r.��:eb.dirsntlfl+rcA PsAN J. DMIDl.LS PRINT Nt.M--` SGiuNaE REMISTRZ, ION NUMSFR DATE HISTORT. PRQJECT N7: E=G1i9 SOLE I ems•"p DnTE o5 ^S 2C'3 DrAMSY, NLF r<-cr..sG Sy, EE A240 • PIR, 1ve TD. 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FTP. @ WARVI - Br, -R:> TRI -L FnD. (Drl=-IAL FZotlLllr�S. PTD. (D MnLpu.-- rlw"rs (D 5T07MF;P---AiTS FAC -=E s;TD. TFUELS wz� FLC>----e 3 ,f.LFtj.:-S 3-= rL OCR U-4 ?ND FLCIZ�R PL 41,1- - 7H7 FLCXI-'t �"FL A"'- 2. K 'Xkmi TD. PLAW, IST FLOOR RENDENTIAL • I-Zlol IST FL=.R. R57AIL = TO, FL--,te- IST FLD_+R RSTAIL.: tv-11, eTD. .PAll< .IST FL01M P,AFac,w-s C. aiy-l- c—z51 r,-"%EA5T ELEV. FROM PLR-;-'-lNGL0T (-,-"'�EA-5T ELEVATION FROM PARKING LOT K-,--'\EA5T ELEVATION - FIP,5T FLOOR L FACADE D4• FACADE C2 �,- - 11-cr FACADE A3 �2j FAC=E 'AX Go OD Q ...... ..... ...... . - ------- BR:; FLCK;R ... . .... .... .......... ....... ... .. ..... ..... . . ......... . J i i- -7- n1l, w............. .. '7 . ............ ..... ..... .. ...... ... ............ r. all MAL FLOOR _ _ - _ — - -5= LT TTM L 3 -- -- ------ - - -z NORTH ELEVATION THROUGH PACING LOT ---- iii 1�'aahinelml Arc N MinntapnIls. MN 33401 Ph. 16121676-:2700 pFANJ DOVOLIS PRIM NXIF; HtSTCRY. 3.1-05 DD. SET Noliz U wol 1 40 4 UNIT TOIUNNOU5E - ZND FLOOR PLAN vB- . 1'.0, /-\.d I INIT MU NNOUSE - ROOF PLAN PLAN NOT' A--TUAL DC':EN51ON FFc=M OUTSIDE FACE G BFaCX/CYU TO OUTSIDE FILE CF 54EATAlPe.. 15 4 51V iUNIT TOUN!-IOU5E - _C -FOUND FLOOR _PLAN s.�O. 4'-4' 15'.O• , _ 4-.4' t'.4• I . 6'•O' 7 . T T 7 9�'•S.' l 4 UNIT TOWNI-IOU5E - PATIO PLAN O34 UNIT TOWNNOU5E - 15T FLOOR PLAN ,,.8. , ,.•m. VJ W j IG O Z O Z_ °- rr CQC O G 0 W L W u Q O Q o Z v Y� Z OF z ci k- 0: 0 ? Z Q 3 ii: z ° �r i nveby ¢ eJr Ine Oi: ph a 4G`-�O4 nqs; u pM1¢v.61 rn a u'YA1 aey REGIST "noti NU1A-vEi Dt.T-e 2.?8-05 DD SET pn uFCT No p'Di7o D:s= _ cn=_cr=ear. 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DR wlT SEE %.570 END ti11T SEE <S� ingint, Ave. END - TH 4.Tcl ' '• D•UT @lT F TH k1T-FD33 WIT FSE t5]O TH rtT=w?.x wn S- Li1G TH - EI•C wlT c�E a30G C tSU GLRLGE GLALGE GLRLGC GARAGE O 9 c A31 {s' =E LSIO -_ S_E L•]O __ _ __ " GLRiGE Q O � .�. � ED � ✓-•.f " � 1 \ n _ _ F � , .. I .•.I I 1 1 _ I I � ► _ G t_ . ernv�rr � 5 UNIT TOUk�NOU5E - 2ND FLOOR PLAN 4 v3• i r -o- wrE, L^'Tt1L1 OY'ENSI'J1 F�3ti �TSID•E FL._ � pp,J• � J TO R1T5tDE Fb@ GF 51•IEZTFIDYa IS 4 518• 5 UNIT TOU144OU5E - ROOF PLAN 5 113- • 1_-0• t: - �'11 I I I i— DEM ED t-��J PLTI'J 1 2 5 UNIT TC)LNHOU5E - PATIO PLAN vs- . r -o• y Mlv Suite �'_lD Mi»nce(Inlis. pfN ij9Dl Ph. 161'_1676--'_7W Fax 16131 b76•?146 U) W O Z En O -1 EL z o O L 4� IV Ell W u Q O —j Z i D— ~� WO� � � I_ - Q°' Z z cm,. n.s P4a, qc J +'rN`d'm iti:: �I I iR 3 C9J IISM1ftd D=LH 2 nnw:ts PAINT PL:J.E SIGNn7URE AE6LS�LT1]N NUU3Ji Dhn H6TORY• 2-26-05 DD 5ET 1 -2.4 -OS �' 1 • • TD.:I.n-NEr TRIC -S SLRL•Ca - _ _. `. _ _ �. L.'. TD. StJ2ADOR t � c TD. 5c16'10DR L � T�..S:. rl • 7_=.i -j._-.._ �t-_'•�.jJ _ _ .`.__ _:l'S.... ._l, `_ 1T Ey,,. IC.••T 91D- - T�'�s,..r =. �V:2;. TDA. SL.L: 'r � - - I _ ;�.--•.. _ C . s. 7'i•7 �•RF,�n�: �v�.r. _ --A"-_'�.•'.'� t-�--S••�it=,: s. EL..�i tpL .o= .y-wa:•1' �_-iv S':J,r�:"..-7,.rrl.•.' h•.:.'C^` �' �ti..�' 3=, _ - .`:1..-z- ._; . 4r.^•- _ �� � 4 UNIT TOWNHOUSE -FRONT ELEVAT{ON IB' . I• -E' 1. 1 4 UNIT TOWNHOUSE - REAfz ELEVATION 9 us- . r -oma TD. Sl.b'107R E TD. SLA'S S EL- • L7G'-p• 5 UNIT TOWNHOUSE - Fr20NT ELEVATION � 5 UNIT TOU.t�NOUSE -REAR ELEYAT[Ohi ,. vs• . r•o- tR-`s Pr_ARI:Ys EL . ISCJ'-4 i/b' I 1 i '• I '. I ti I.: i ,,,_ s I �' j SII•;. _ 44 i TD. LODR It - 1• 1 i 27 1::.:::� —� TD. Sn^r•---L0.-:Z 'cL . 1p.'•'1 'iB' I I t j 1 - _ .. TD.GG4.=�-E S!:3 — ___ __- _: �.- I -"'ti'-t':i r-?`_�_"•J.:�•fi't�"1�y: J� 6 SIDE ELEVATION vs• . r -o• - _ Z:4*. L TRt=6 ae'eCC+ EL •� i� -i lyd• cD. S 10.sZ 3 SIDE ELEVATION V5- = r -o• KEYNOTES 0 mRj= sTu: - OsT i —o aA.ID QGLST L't1=f�TE OMETAL FAILu•CS• FTD. O.tODRESS LETTERS METAL FLA -4t4 ,^G.11. 4--S (D STL'VIhG 5=-A.'1 ME.' -L P.DG OS PANTED O,,=rT.i_"AD Do:;R Ob L*AT FIXTVR-- OI L1XJ0 BR.' -XT STEEL INSf.I! LTED Dom+ O� vt t`L Su•YatE uN WN:X= RE r ME R .+4121^ =C we= PJC. 333 Washin_tnn A,c. N Suite 5210 Minneapolis. I -IN (3401 11h. t612] 676-2700 CO W G O z O z Q G cd {11 U Q J o F U W � z \/ U, L S z LE U Z < ILIL S to O C/3 z O Q u J W 0 z D J rn m ki{numx ncuas:. c'xsaclz o-vr+t oovous FAINT NnrlE HISTORY 7-78-05 DD 5ET 1-2d-0 _