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Albertville Townhomes Westwind 3rd Addn (29) BIG PLANS_Z _ Z 0 STEP NO 2 T 4' 4' R A AR N MANH � NOTE: SURMOUNTABLE- C T A. CUT OU X A E OU D OLE _CURS & GUTTER TO BE FORMED = B618 TYPE CAITCH BASIN - INTO A', t B. ADJUST TO i,A' BELOW TOP OF WEARING a I w COURSE WITH 2" ADJUSTING RINGS, PLACE O - _ I,Z' MORTAR SEAT BETWEEN RINGS, RINGS - N - - - v, ANO 7OP OF MANHOLE• AND RINGS AND o CASTING.' PLASTER RINGS INS[DE'AND N CATCHBASIN FRAME &'< CCOVER OUTSIDE W NEENAH R-3067 OR F�iQUAL n AR Y CO WITH VANE GRATE -- __ C. F1CL AREA CUT OUT WITH HIGH E L It � STRENGTH CONCRETE (MIX -3A32I TO WITHIN v Ev\S� ?„ OF TOP OF CASTING O/NT�\ D. ACLOW 72 HOURS CURING PERIOD 0 ��' R- D �� �� STEP NO 1 J , D R P D _ D 1 F D A A J ST' t W TH N 1' O D U t MANHOLE TO I ,_0'' DD PROPOStcO CASTING GRADE STEP NO 3 A aQ u 5 iD D D B. PLACE tJP P,ARY COVER ON MANHOLE A. PLACE 31TUMINOUS WEARING COURSE 11E 0 \3 ®'' C. PLACE AGGREGATE BASE Fv0 t 3-0`'' G. PLACE �'i[TUMINOUS BASE AND BINDER o COURSE IF REQUIRED 4' 4a . 5 ,0' .a .1A4. `. 10' MIN 5'-0" r5-O" 10'MIN TEMPORARY STEEL CDYER..AS ALTERNATE USE TRANSITION -' TRANSITION EXPANSION 3 „ _ �� i _ F - N . P. P A 1 . W COWER 'PIT 10 SG f [ ON L _ JOINT a WOOD C I J TOP OF CUR8 . I{ . T F V I ATTACHtD C) C�IvT_R DF CO �R BIT ,. FULL WIDTH DEPTH ; 1. License No. I Date HIGH -FLOW FABRIC wa 11 ... utility Control: rILE°I` PROTECTION CATCH I INSERT AII�`EI G B GDI STI �I TI N DETAIL AMB3 WPP GRADE Project Lea& Drawn By: off RLIi Checked By: Review Date: SLEEVE AS NEEDED in ' . ¢ n_ WATERMAIN OBSTRUCTION _ ¢ w SEE PLAN FOR SIZE I Sheet index: -. Lockable Metal Enclosure - > U, . 45. BEND �, , . w I valves MECH. COMPACTED _ with Concrete Base Incl. full flow bat 5. Provide polyethylene lene wrap Cl 0 Cover Sheet ` , h n P Y Y P 4 GRANULAR ACKFILL •.. around all watermain. C1-1 Exlstm CondllkrAns Plan Winter. Blowout Line Meter 6 g r- 6. All bends and fittings shall be restrained with -both 4 CURB oil a or � 1 e ox coated mega -lugs and thrust blocking. N�� A�� GUTTER �-.. _ � s"-t '� 1B - Variable - - P Y9 C7-2 Removal Plane , CURB AND GUTTER - - - - 00000.00.0.0 00 OOPDO.0000 a '- I -0 See note 4_ • 4/1 C2-1 Site Plan ' _ . .. ., .. FRONT n.a.n.an.n....n.n..p..n -0 3 4 r 'S Ct3RC? 1�{ - ........... ....o.p0000. P - -'-- . SEE Plan ' O DESIRABLE p • - {�'qq/' M S�+E^ r�r, � FAGS .........0.... _0.... RAILROAD _ y C3 1 Grading and D?tamape Plan - -. >, it DOME J-C I iLI _ OOOOOOOOO "I'l Op.p C :.' • : .. '4 See note 4 - - �- g _ Lt 3 � •9• CURB .. ( .....0.........9....... Vanabie OF CUR Gr``v05Slhltp 3 r1 : 00000000000 OOOOpOOn0.0. • L.�i 7 s e - � .W., �� - C3'-2 Storm Water Phbllutlon Prevention Plan o / .......p........a....... � � 3 , HIGH DENSITY -- r see Plan. _ a �/B Ts T'fP, 2 0 MIN. Profile fr7Fom RIGID INSULATION C4 1 Ut,hty Plan anclJ, •<. •;••,:• • CiME TYP Ems""" � ,_,_,� fit � � f q 1 .,.. •..,, . ,., . � Morn , a as A �_ 24 :Profile • •.. - • • -g� !t b o a o 0 0 0 � C4 2 Utility Plan antkl ..... ,, 0.02 ". ,/F'T. MAX, 000000aaa' .. . N 1 . .. ' - s .c- COAICRt,TF YiAl.K O Z? f 4. O I Alitld. O G° 0 0 0 0 a o 0 0 l + I Brass Pt a PerferrI C4 3 Utility Plan antll: Profile fe c�,os i /� t ,'OR FLATTER » sa I P . T e 2 6 h 4 RESTRAIN BENDS r.. %B / o0a00000a ik o : I _1 Pr De ails 0000 00 C8 Deer t WITH MEGAWGS _ i U _ c Concrete �. ,. 45 BEND SECTION A, A ....pe.o...n.po......... m 9 A - ._. A� - o a .::.- . �. a RESTRAIN BENDS _ e Iss ._ ........a.....a......0a.I - Curb &Gutter End Minimum A OP. EQUAL C8 2 Pro ec t D tat is to (TYP. » 5 rs .a.....0. 0.............. . .n •. r .. 45 BEND ) >_ i �/B Mltd. f ...............p.....1. .. n WITH MEGALUGS ta.oa. t r ,ems SLOPE OF 'H"f ARq slaE. { iF IvIIIa. PARALLEL RAMP £3ETECTABLI> a Cit Re uirements ,; 4J .. - - - - ` . , OOpO .000p ...... . i. - _ - _ _ . _, : C9 1 Street Signage..F�hlan r EXJSTING CONDI"RONS DO PLOT PE IT MAY - D{�ME SPA.G9N _ - • .......................... a�ARtvlrt�s - m - .OR ,EQUAL RM , PLAN 'I1fd R - -' . OOOOOOOp9pv9P90Op oo OpO..v :, d : - � - � • TIE RODS �- • ...............p..•.naa.. y -Provide Sleeves LI 1 Landscape Plain USE a.9D F I./FT. - 0:08 FT r SLOPE ? RaUr2b ALL SLOPED IrdTi s~CiIpNS �, 0 , A P � F'O9St8t.E CURB TO H+pL.Fi • . ' SLOPE A if Pipes Pass ATED TIE RODS ON ©1. aB SL M x. P 1. USE EPDXY COATED MEGALUG THRUST RESTRAINTS AND CO _. , .. . , FtYJAGl=1VT GROUND ROUtdDz ,ALL 5Lc7PED , , . , . ... INTERS Throu h Concrete Slab 1. . .. .... • - • °,EGTION�a ... 9 c E ON ALL MECHANICAL N i L ALL JOINTS AND FITTINGS. CORE BLUE BOLTS REQUIR D Sheet Title. m � .. .. W'" .. .. SIDEWALK `�' aP .. , . , • JOINTS. r- a Im11PJ, o - 4. -c �, . - ., >, a O �e HS CURB de O.Or3 FT. , SLOP t • •• a ore (a CURB 0.i}s FT./FT. f. sLCF�E ,., T i / ? 1 C) o I RrCCF ABLE 1 O. O Variable 3 NAtn 9 Se n ... " 2. RE57P.AIN A MINIMUM GF iWG PIPE JOINTS 40 LF ' r.. .. .n .. .. � - , ( ) Pro- e�� ®e�a.Ils . , , ., . eLIRB. I _ j j p �. 2 •� as• 2 � dt• © MIIB'+i, B CLIR6 . . Ji +a REct;�rt�rrNq� ...• ,_ .. LEFT: AND RIGHT OF THE LOWERING. a . � �- CURB ea €s.ae,�r.,�r-t'. sLOQe �, (�• curate � o,as F1•,/FT. SLOPE � P .. RAILROAD CROSSING O „ _ -V - .: - PP - `-1 cut�Et 4 c�Ias 9�Le�6l 4�II4�1' N- DETERMINE E THE WIDTH OF THE INSULATING } I I C 7 C ) Water Main- o .. • .a 3: SEE PLATE NO. GE 11 TO DL-l- PMIN H m . EI__EVA'nON OF 4RAMP ' . rn 7+I'O"iE,�. _ .. ELEVATION •- A r - b City BOARD REQUIRED , POSSIBLE cutza TO Y Y Place Full Size � L CONCRETE SWALL BE 11 . CURB OR SIDEi,V .. . ' : n . 1AL9€ W DTH9 � - - IN CONTACT WITH '.'• ' • ' : . , eo � , THE -CURB antn'.ctt� Ttaaal>mTlosa c�.e >a:Iu alo sl �, HOLD ADJACENT GROUND Concrete Block P Foa As rsEAte ter6oReIE catRe ©R cxi3acKt cx>sle.ruvu 0u C 4. SEE PLATE N0. WAT-4 TO DETERMINE THE REQUIRED CONCRETE THRUST t fI EP. CURIA . Atdt7 GUTI1yR o THIS QUADRANT c1,ca c . e.; Ai?uR MHt1 :BE I>AID Fars As CtY>iGtEiE:;wdl1C. TFdE TRUNOAT� tK119E AREA Saki BE C%%dS7�SERED INCIDENTAL �.m�W�_.. Notes: o Q' y. . �,... m.. -e Fttti H- :.: d a BLOCKING I..ju' tAI4I.PEFOrd _;tt1lpir &IATIiAt, fSHTo dA d^93. , ng . OF PIPE ....: . ;r , '�;i 1. CityWater Service 8c PlumbingPermtts� ....• . .. . , mRovlD:w a 1'�TdI TraAV L o awoE eeHiiNo 11IE {'ES�E57rzIAPd AAI,IP. A RELATIVi=tY FLAT Ji 4>9 LANDiNQ3 , % ,,,.. Cs. :11 . .... ;,.,. ;. T . •... 9 Y P, N . . :., ,...',,. ,.•..; - � - - P . t. Project o . » 2. Annual l estin of RPZ Re uired AND WELDS. ifi?il:Yd A:AAh7rgRi:13 NOT d@1f3E H�HaY34dtt FOR C Fr"BAN R6AId'a f4tdD 9 48 LAAIDiINtt SLztXat�rA Tlie�, 7He'3! THE PEDE53Al�I6 CldasiiPlid _ 9 9 m GQniCsR 191ALK MAX GROSS SLO€� e 94A2L BE CUT THROUGH INE KmDiAN AT mEET tL£ye- , 3. Required Equipment ment must b BEDDING MArERIAt Q; e . OP WALK IS .02 PT. 9 9 P UNDISTURBED. F�,R7Hi c, c e an Supported. I I � e � � IS Tree RE4At,1iRED 4?FF'S�1' +� THE G+ET'E�TA®tE �iARNINO AREA FROM THE CURB uraE, i (� Enclose d d pp CONCRETE 6. INSTAL. POLYETNELE(vE FILM WRAP AROUND ALL PIPE INCLUDED N THE tV °4 i PAS ova b City 'Al ater' De t. . ,,ALI_L RAAF�` 4: Enclosure must be approved d P .. . ADA RE Rm-mumCaTm s 4 exTeiv PI? Y Y , A A 1 r I W M g g11 { <ri±i , ©aP1SE AREA SHALI. AE 41 A9tfd. IN DIR&CTiQhY CPF TRd�VEl AND AU D ThiE FULL 1R1DPI9 (4 CI° rm.) aN' i �§TEI�ieIr�` L��II� in . I _ to ked I h beau. du,. adlock. Su lied b CitMMMMM dfF THE CURB RAMP. THf,S 2 0 BY., O (TrP.). TR' UNCATED OOME ARKA SHALL CaidlFdAST,�IITH ADJACENT vdALxirlf3 SURFACE. E'iTMER SfQ-tmON A ,A Enclosure must be C w t Q yY Y P ( PP Y Y} I - CONCRETE THRUST BLOCKING DE"AIL I for pipes in concrete slabs WITI�I INSULATION DETAIL- Sheet No.. 4 -•. '. I 5. Sleeves p p TH S AR OPTIONAL H rn THESE � �1I�IAL PEDESTRIAN SIEiEI�'ALaC ACCESS DETAILS _ o Shall be 4 . diameter PVC or simrlar. THAT ARE f'9T' REt�UIRED ��' CURRENT ADA REGUL�I,TEC)I�S . .. I` . UGHT ON DARK, 09 DARK ON UQH7 6 � � . PED DIPPED P DE L IRRIGATION SERVICE DETAIL . I I . � I - I I I I I 11 � I I I U 2 , I . I I Q: I I 1, _ _TLE Pd4� DEVIL FB�� THE HANDICAPPED � . 1 "8 � " �i _�_ .�_ W... -_ I � -� I I I . i � . _: M .._. __::..:,..:. a r I I I I I I � I I � I � - I I . . I I NOTES: Core blue bolts required for all . _ mechanical fittings. .- Hydrant marker with flex spring All hydrant lead and pipe joints Anti --corrosive coating required on all Y P 9 Y P J bolts and tie rod assemblies. Hydra/Finder (candy 'cane) Pacer WB-67-250 with 16 Provide polywrop around all watermain 4" Concrete rods and epoxy coated megalugs. ,_ Restrain tee and valve with epoxy: 4 Sand or coated megalug (or equal) thrust Class 5-100%" crLushed restraints. and epoxy .coated boot. 7.5' Minimum cover re9 uired NEIGHBORHOOD SIIDE��LICI : I I 0 . PL Hydrant shall be for 8.0' over'top of water mom. . VARIABLEE Grade a have 7'-6 of cover. DROP. LID 12' 8' .� 1 ' P.refere Provide a vented cap on Adjust to to 1 2" below one 2 1 /2 nozzle, J P / a Tyler No. 6860 26" grade. Box to be set to H v' of adjustment• for all ra Ide 12 Core blue bolts required No. H-10361 26" J Mueller P a N mechanical fittings. Bibby -Ste -Croix No. VB502 27" I I I I I � I 1 I I I � II I II II I I � II I 1I� II I I_.1., I*. _:-. ._I1..__.-1� - Anti -corrosive coating required on Tyler No. 6860 a fa ..--I_11 1.-.1AF�--I -.- _.� I .._ I 1 I ..'i_.!:.e.. 7.,-_,.._- I -, AE-. -- _. I _.:-..... .., .., AEi,I 7 1I -1 ., . ._"..1 � , ._. I I. ., �. II- ..- .I -. ..I -� AI -. ,r.I. ,�1t�:,i.�':.:.::.�­1Zr:zW,. � . all bolts and tie rod assemblies. Mueller No. H-10357 : *V....:"7-.......:..I .. - - ..y �.:. - . -� ,-� . I.......:' . -I ,..i. 1. .I -. I I .. . I. .- I -. *..- ' I .. 1-: � -..- . 00W. .. I I �[ ) oI .I � I . I I I I II I I . -Bibby-Ste-Croix B-5001 g 2 -2350 Type LVWE450308:. For Valve Box installation ,Gate valve box, screw type, Al ertVlffie Minnesota 6" Class 5 Base See Detail Plate No, WAT-1. EXTENSION 3 piece, 5 1/4" shaft, size t .-.v UI . v Tyler No. 58 14 G box, 7'-6 extended, Compacted Subgrade Restrain hydront,valve,and No. 59 18 6 round base CO.�DIrg'`" TI_'I� Grade tee with megalug .thrust No. 60 24, URBAN SECTIONS restraint (or equal) Mueller No. 58 14 �UiliInlU3lanaemen No. 59 20 Provide valve stem risers � li TYPICAL PLACEMENT' Wi SECTIONS FOR `� � • • � � Provide Polywrap Bibby -Ste -Croix t to uld t e foot c the surface. SerWices Inc WALKS AND T LS D AI` around all watermain Y Should the distance -from , VB520 No. 57 9" a (General Requirements)' VB521 No. 58 14" the top 'nut of the valve to and up the hydrant VB522 No, 59 20» the surface be greater than 8'. 2355 Po.lairts Lane, Suite 100 Measurement for? Payment _" barrel to the break off VB523 No. 60 26" IvllCbnea 01* - Minnesota 55447 -�--�----I flange. Gate valve adapter: 1/4' p A Contraction. Jtint steel with protective D1Vid Dy((763-354-5500) . 6" lead Resilient wedge valve coating, 1 /2 rubber 12" conforming to AWWA BOTTOM gasket installed between ..... C-509-80 standards. �ylerler No. 6860 3 65" the gate valve and �( .' I . ••' .. ': ' . . uel No. H 10 61 65 gate valve adapter. . MEGA UGS MEGALUGS Bibby -Ste -Croix No. VB516 60" f Reailiant Wedge, Valve B' Inter ral Cast , A g Conforming to AWWA 3' Variable 12 12" Expansion Joint . a o """ "" C-509-80 standards SECTION A®� t x � . a o BASE MEGALUGS MEGALUGS ` )N D yt,.: .? 1 1 QG ° �M1 1icII... . I. -nE.I R�� .TAII II, JI � I I �. -!1I 1�II I � �I . ZI. ::�. I:L_I �,I-.-. . �� I - . 0I­ 1.II 1� II �I- 1 , :�:; o 0 ;:.t o . 0 ',. L . t 12,r t 12 J 8" Conc. block r., PT.. _- __' 1 Cu. Yd. of 1 1 2 i neous rock onl . •.....::.` 3 4" er ft / 9 Y ::. ;I`_ A_.` :.` 11 : 8" Gonc. block I a G� � LI V* No. 4 Rebar, . . Minimum of 1' above weep holes. Gover with 2 layers of polyethylene. 'o. Prafessiona) Services Typical .....;IS. ; , ., • I SECTION B®B . 1 _JI . I I 11 ..• .:.°f,.0 T! II�l1 �"A�L`E IUDA,TE �AtLE AND BDX RANT I .. ,. •:'..._ I IL � INSTALLATION DETAIL INSTALLATION DETAIL .:.. , ::: , ..: r:.'.:..., , . ... r VARIES BACK OF CURB ELE BACK BACK OF CURB . •. ... , •. :,, V BACK ELEV AT B612 °: � 8" Min. Aggregate Base AT D412 EQUALS CL OF CURB 24'-O" OF CURB EQUALS CL +0.11 COMMERCIAL DRIB' AY DETAIL +0.06 . SOD OR SIDEWALK Planning •Civil Engineering -.Land Surveying SOD BETWEEN DRIVEWAY SURMOUIhTASLE PROFILE GRADE BEHIND CURB p Landsca e Arch1$4ecture . Environmental CURB GUTTER* 9 DRIVEWAYS 8612 07- 2% MIN 10%MAX 2%* 2% 47200 Hemlock Lane - Suite 300 .MW-- �. _�-----y---- Minn eapoli55,?IblirtInes ota 55369 _- . _ !1 Telephone: (763)424-5505 „ J Fax: 7t-63)424-5822 1 6 r L _ 1 ATTACH FABRIC TO POSTS „ www.Lout icsAssociates.com . WITH MINIMUM 3 ZIP TIES 1 4 PPVC(SEE PLAN) Q2004 6 Dlstcince to qvanable � I ---- 1 2"r (50 LB. TENSILE) PER POST / „ 1 CADD Llalificatitan: 3" c' FENCE POST T-POST IN TOP 8 OF FABRIC: " OND 15 STRUCTURE ! , Q r STEAL N ( ), 12 P 12" STRUCTURE 15 POND 1� ,; p. 1.5" BfT. WEAR (MN/DO, 2331 -TYPE 41} �^� .MONOFILAMENT GEOTEXTILE OUTLET PIPtE PI OUTLET PIPE INLET PIPE p CADD filesprepared'b?ytheConsultantforthisproject 1 Jr r MINIMUM 5 LONG, INLET PE SEE GRADING PLAN! FOR TI. OUT CURD 4 !O e .FABRIC PER MNDOT 3886-1 2.5' BIT. BASE. (MN/DOT 2331 TYPE 31) are instruments of theXConsultantprofessionalservices. s„ P 6 MAXI MUM SPACING. n for use solely with respe-et to this project. These CADD files ! N �' er ft (MACHINE SLICED). 8 GRAVEL BASE MN DOT 3138 CLASS 5 shall not be used on otherr rojecis, for additions to this project, -^ MACHINE SLICE 9" SELECT SAND SUB -BASE (MN.DOT3149.2B2 or for completion of thisprolsectbyotherswithoutwrittenapproval - _ H by the Consultant. Withhlthe Consultant's approval, others II II II q II, t^-' - me be ermitted to obetain copies of the CADD drawing f 8" 12" DEPIW PLUS 6 FLAP) to 1 I POST HUTCHES ( Rg _!�-� v p T•- � a '^-- EXISTING CUKti files for information and refe�e?nee only. AN intenticnal orunintenGonal TO FACE AWAY TRENCH MUST BE COMPACTED 8Y revisions, additions, or deletiC.pns to these CADD files shall be made LIGHT EQUIPMENT PRIOR TO PL E�LAi� 7 FROM FABRIC. _ - OF _ FPOND POND OVERFLOW IS Y2 PLACCM�N I OF STEEL. P arty at the lull risk of that partsuch revisions, additions or deletions and that a 5hta11 hold harmless and indemnify the 8 12 THE CURB BOX HEIGHT OW `�• IDESLOPE VARIES SIDESLOPE VARICS Consultant from any &all Ftesponsihifities, claims, and liabilities. �- ACE FL ( ) ( ) ION OF. SURF - : TOP OF WALL EL.961.4 - • TOP OF WALL EL.958.4 DIRECT g - 07-127 I .. • . (a 6"O ORIFICE 0 NWL EL.959:40 UD 6„O ORIFICE '0 NWL EL.957.5 B612 CONC. CURB .. .. _ _ o q, . .. EL.961.90 . EL.958.90 / q Submittal: 1 /2"R , n ..` °an ... _ T- �o N, .. • . . I i L\C 02-14-08 city Submittal I 1/,'�2 RAD P . P POND OU:T I� i U� !I --Z- • •• . . .. . LET z I POND OUTLET I- z G P o O U 5 .. , . 24 MINIMUM PIPE �co NWL ON �L.959.40 PIPE tD ` NWLL' POND NWL EL:957.50 IOU ''`^---. I 3 SLOPE 3/4 . , . _ tL�__�_ 1 ^� O O O .. . . 06 11-08 Cons.luctioDans and i p. Street Section -�1 PER FT. .. ^ • • • . ° • .. • • . POST EMBEDMENT U) FLOW. O t,'0 FLOW co OO OCi QQ 00 0 PLAN 06 26 08 Add Finger Y P. . P .. .. .. .. w - ^ w o O O O s - - O O O 7 08-28-08 City Comments`s !zl O O O !%/ R I CG- 3 Ht�H FLOW T� = . . SUBMERGED STRUCTURE SUBMERGED STRUCTURE O O c O N WIMCO ROAD D A N 2 . P . ° . > H FLO' >1 FLO O O O O 7�i I ER MODEL 09-05 U8 PROW .. > 6 I EL:.957.40 INLE f PIPE' _®__ � 6 EL.955.25 INLET PIPE . O O O � inLET PRGTEcr1oN cURB AND GUTT . I . .. r• • .. ,, ° ion VARIES _ I cfi VARIES 0000�00�00 O �F� OR CITY APPROVED EQUAL. NOTE. IZI I�I i O O O O O DEFLECTOR PLATE „ A I S I _ METHOD THIS DETAIL .IS THE STANDARD SILT O O 00 oO O. - 2 2 THE M CH NE L CED ( ) - T SUBMERGED) FLARED END f SUBMERGED FLARED END ROCK-6" MirIMUi DEPTH o Do 0) 1f FENCE 'INSTALLATION- METHOD. HEAVY-DUTY (ERO-18) OR t , ,_ . P' _ . WITH' TRASH GUARD TYP, _� OOOO; f - 4 -o WiTFi TRASH GUARDt T YP.) ¢. 0 ( ) WOODCHIPS 18 MINIMUM DEPTH 00 0n 00 O © o s STANDARD (cRO-TC) SIL I FENCE INSTALLATION PltETHaDS SHOULD O O O OVERFLOW L Yz 0, - d O O THE CURB BOX HEIGHT GNLY BE USED WHEN APPROVED OR DIRECTED •BY THE CITY. NIONOLITHIU BOTTOM . MONOL{THIC SOTTOM O O Oa: O O oQ . 0 00 OQ - ... CONC. Ci�Rl3 NOTE: NOT(. I ,.,, T Tt D. 2 -3_ WASHED OyI .O o O. I. ��,,. I . II.I..I � -.I.. I. .-I - � I . I. .9.I I,.I9,I��. 1ZI.... 4�I "-I I-IAI..I.I _.CLkI:.I.C, -.-I. � --.D-I .-. ­Q.I 1 I -.II .,44I ..-��-,. .--I.-I j6j-. ? .I1, I - -II. -I !L.-II.W.m. -I .Mi-nI I I�I00-.N1I. ."-i��.i.I :-1'I .1 ..... ..e.�.5 II- � "__,I 7I..1`A1r . � " -I,�I�--� . I STD® ILLS 1. ALL PIPE JOINTS SHALL BE TIED. 1. A{�L PIPE JO{N IS SHALL BE E , :O O O O OVERFLOW Al TOP ®.°1 I RocK oR �^ f�p A.. _ OQ 0� l 0 OF FILTER ASSEMBLY . SILT NCSEICTIDN E WOODCHIPS PER O SETT CIE s G T O PE IFICA EONS CHINE SLICED DEVIL R. w a o� 1 Pm �� CURB 3 18 MINIMUM GUT OFF BERM TO 3 NStI` _. MINIMIZE RUNOFF FROM SITE „ �� . ,: 20 OT . R ROCK TO . : 1. FILTER FABRIC SHALL BE PLACED UNDE STOP MUD MIGRATION ..• . THROUGH RUCK_ FILTER FABRIC IS NOT REQUIRE DE1R WOODCHIPS• .. , . OF CONCFtt- E-WALK _ ^ 2. 80% OF WOODCHIPS USED FOR CONSTRUCTION ENTRAhNCES MUST BE BETWEEN ... Professional Si na1 to re: . . . ,* . 2 INCHES AND 5 INCHES.. NO CHIPPED -'UP hdANUFAC,_TURED WOOD AND/OR Iherebycertifythatthis'Yplan,specificationorreportwas o . CONCR CONCRETE CHEMICALLY TREATED WOOD IS ALLOWED. prepared by me or undef,,r my direct supervision and that CONCRETE 1 ; . tt�a+tx WALK wA 3. ENTRANCE MUST BE MAINTAINED REGULARLY TO PRF VENT SEDIMENTATION ON I -am a duly Lice sod Prof esslonal Engineer under the lamp i .. CONCRETE . '� PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL_ BE.REMOVED FROM of the skate of Minnesota. p r, ^ " POSSIBLE; fOURB TO HOLD ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS INECESSARY. a o a o >RHil±N POSSIBLE • :°� ADJAGEPITr-GROU6d . , i WMEN POYSSIBLE MgEN POWDLE • . iit VMEN PO 1 9t 3, v ° �+ �rF9 10" FILTER OIT 0 it D ,0 04 ASSEMBLY Andrew,EBerenber - PE i0:: t`'. �ag� �s ��,gg @�gg ��,gg y gp g _ . Ni I'D p Q C3�E I��t e0 ® �s�l e�T��9� I�E t { g4�� m `' `9 }�a`�'�� 25126 Eb: �, ae U,o`�' �'p NOTES• t::t... t• . a, JT F'. oa'• 4` . �e: 1. Shape of back of buttress [tF' (ruRB P FRONT .ACE I oe . * ./ - aF CURB FONT FACE ma ve as long as poured 0 s.».,.e ......... ........: °:NNI Y rY .,...,. ...,..,, Q m I . _7_. OF CURB against firm undisturbed e. -' r. earth. 1I. •?.r s b , ? , � !IN , �z C F � ., • •4• t7 hilN 2. Dimension C1 C2 C3 should -� ca rn I .., ,,,ru �° .. 24M II ., 4:a rcaMn�EfOEt� a� ... be !are enou h to make -5i.r. V7 4 o REcoMIwENDED _ 9 (,. � . P3 C ».a e-Z-- 5..ci RE3y �.Z., 65nrcUMa u, pf. ? � . , •SIDEWAe�-r$t arigie �7 equal to or larger . Ai . .4a LsEPa `t ctaFaE06 , than 45 C c- I�r'AR�ALLEL RAIdAf� , • , 3. Dimension A1,A2,A3 should PLAN ` TE%l OF DIAGONAL Pa 'MP' PLAN \nEW OF PERPENDICULAR RAMP ! • , . ..0.............. • - IS(METRI VIES ...pn...n..p.p.p......... be as large as possible OOOOOOOOO .O.Oa00000000 .' _ without Interferin with Posr� .........p............... Dc.,ABLs Fuil �lo.w Bail Valve g A t. CURB TO ao.oao.oao....00..oa...o t - ee - .....p...n...p.. WARNINGS MJ bolts. . •• HOLD AMOACENT GROUND . .888oSo$>$8%$o88odoSSoa&o , lReduced Pressure' Zone' .. ,• I • oaaoob0000ao.000..... ... r '. ` aF Bk'"�E OI AAAETER i - - • _ • 1 a k I w revente RP 4 -B - 45 Mlnlmum B c fo P Z ( ) BUTTRESS DIMENSIONS U PIPE 22 1/2' BEND 45' BEND 90' BEND SIZE B1 01 B2 D2 B3 ��3 6„ V-5" 1'-5" 1'-5" V-5" 2'-1" 1«_-`5H 8" V-5" 1'-5" 2'-1 H V-6„ 2'_8" ` 2' _,0" 12" 1'-10" 1'-10" S-4" 2'-O" 4'-9" 2 --=6" 16" 3'-O" 2'-O" 3'-10" 3'-O" 6'- 2" 3' '6" 20„ 3'-6H 2'-8" 5'-8' 3,-4H W-4" 4`-,O„ 24" 4'-4" 3'-0" 6'-1O" 3'-1O' 9'-8" 5'SO" 30" - - 9'-3" 6'-0" 17-O' 6''=OH