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Construction Plans1�1� ta° Scale 50' D L x r L t r 50 0 50 100 Scale 1 50 CONSTRUCTION NOTES I SANITARY rT_ , UNLESS OTHERAMSE NOTED. i . p. 1 I 6..WYE STATIONS SHOWN ARE TO DOWNSTREAM MANHOLE. 6. SANITARY SERVICE ELEVATIONS SHOWN ON LOTS ARE TO THE INVERT OF THE SERVICE AT W BEHIND ROW. 7. ALL MANHOLES SHALL HAVE I & I BARRIERS PER STANDARD PLATE 21,09 & THE CONTRACTOR SHALL ENSURE MINIMUM VERTICAL SEPARATION AT ALL GROSSING IS 18 INCHES. Y SHEET REV. -3 1 OF 9 I J ( E- PONDRAP BL 7 s � t 4d^ yy s (see _O �c i € ml �d o i fii f' LEGEND L GEND 71 �„ ; _ tHg l� d urn 5 _, 1 ' N -- E E GEIaI TES E (STING i VEC� L1NE �aM12„ �1 1 EN � ES d5TI NG CHAIN LINK � CE } - DENOTES LOCATION Of -901L BO .INGS _n� � ��v �,� y� o DENOTES EXISTING SOUND WALL C� I� T1-S MST NG T. IEff- LINE I sI 1 sa vv.. a SAN l4N _ ' 1 DENC TES EXISTING EDGE Of WET LAND � ` _ � � 10AK2 32 • I3TI I 5 °ENCTE EdTdNC NL{ANT I 4nr,, A -h,' it I� l 3' r4G DENOTES EXISTING? VALUE DENOTES DENOTES ., ',. �. -°,. r ✓, ,, � 5 OAk 10" tC t;1i '_ iii 1 (;ENc NOTES id T(NC v ANI I Af MANHOLE LE SAN �1.i t r �t - � °.. � yr 11.vh7_a" c _. „ n _ flcF DENOTES EXISTING STC�I�.Ii/I 5EWEP CATCH BASIN x ,, ,�`� ���I -�-ASH12 � ,/ '"AEI t f +`'r "r f DENOTES WETLAND IMPACT AE RA w „ „ - fi5H;O +OAS, 4 ( t +OX\ +Q TOP =892.4 � 1 _'DENOTES WETLAND OFFER ssa. I a E ca i _ �.� ~�_M� `-_ ,�^ EITI- '...._ -¢ °'ppp: ,�I`,2c„ �' ^�°.a_^' R F I .-�.! CAr%2o' F . DENOTES APPROXIMATE LC��.t.>��TfC N CAF SOIL BC.�I�iI`�•'�_�,'� ,�' �-� �. 3� ...�.�... _ K�v° � � �.. 43 4.4 zy � I°{�Ib.I E t � {F ° � ST-1 -881. _ 8.s i I I ° 1 Z I -s s. PER CEOTECHNIC>AL E u � ,LUA , 6l REPORT PREPARED � � - ._ 898.7 897.3 � 3 � OAK 12' BY BRAUN CAN 1-4-112. r" � �' � :� �� ��_� ! �1�,,.,.� b `t = DEVELOPER TO t3itfV I i c�f�i xr }< 891.8 _ 8 $96, ��� 1 2" { C" }il y ,an Zr 1 #` 891,1 PERMISSION PROF. LANb,,_ _ 884.E � ? p t j A� 1 O„ h c3 NER.'TO INSTALL RIP RAP ✓ -..A5H B._J 4" HTI�P. �2RC E _ ' 887: # 8$ .18 l f LR I Lt" r �gn d E E E — _ �:_ - �, p a _. t .s.._.. .,.:° .. .+' �.:I..___� i -�-� -' . �. � � :— � x... i E . �_._ ..; � . !. �-���:�.'f'i s— ,:P:lx '� :�!ua , -... _ _ __ .,M.. E 44LI. I Jill 111% I PROPOSED BUILDING SETBACKS FRONT FEET HOUSE SIDE 10 FEET GARAGE SIDE 5 FEET 10:1 SLOPE REAR LOT LICE 30 FEET WETLAND BUFFER 30 FEET 10, *CANTILEVERS I EVE MAY ENCROACH IN T FRONT, SIDE AND REAR SETBACKS BY UP TO 2 FEET, HOWEVER THEY MAY NOT ENCRAOCH INTO AN EASEMENT. *ACCESSORY STRUCTURE SETBACKS (PATIO, GAZEBO, DECD, ETC.) MUST BE A MINIMUM OF 15 FEET FROM M A WETLAND BUFFER OR READ POND D LOT LINE (WHICHEVER IS MOST RESTRICTIVE) - - LOWEST ALLOWABLE FLOOR ELEVATION: FEET ABOVE HIGH WATER LEVEL ADJACENT TO PONDS C 3 -FOOT ABOVE GROUND WATER LEST ALLOWABLE OPENING. 1 FAT ABOV RELEVANT E.C.F. T l L + IiCII C41 9 t%I I_TI. co ENT C � �. CURB & GUTTER LEGEND L GEND 71 �„ ; _ tHg l� d urn 5 _, 1 ' N -- E E GEIaI TES E (STING i VEC� L1NE �aM12„ �1 1 EN � ES d5TI NG CHAIN LINK � CE } - DENOTES LOCATION Of -901L BO .INGS _n� � ��v �,� y� o DENOTES EXISTING SOUND WALL C� I� T1-S MST NG T. IEff- LINE I sI 1 sa vv.. a SAN l4N _ ' 1 DENC TES EXISTING EDGE Of WET LAND � ` _ � � 10AK2 32 • I3TI I 5 °ENCTE EdTdNC NL{ANT I 4nr,, A -h,' it I� l 3' r4G DENOTES EXISTING? VALUE DENOTES DENOTES ., ',. �. -°,. r ✓, ,, � 5 OAk 10" tC t;1i '_ iii 1 (;ENc NOTES id T(NC v ANI I Af MANHOLE LE SAN �1.i t r �t - � °.. � yr 11.vh7_a" c _. „ n _ flcF DENOTES EXISTING STC�I�.Ii/I 5EWEP CATCH BASIN x ,, ,�`� ���I -�-ASH12 � ,/ '"AEI t f +`'r "r f DENOTES WETLAND IMPACT AE RA w „ „ - fi5H;O +OAS, 4 ( t +OX\ +Q TOP =892.4 � 1 _'DENOTES WETLAND OFFER ssa. I a E ca i _ �.� ~�_M� `-_ ,�^ EITI- '...._ -¢ °'ppp: ,�I`,2c„ �' ^�°.a_^' R F I .-�.! CAr%2o' F . DENOTES APPROXIMATE LC��.t.>��TfC N CAF SOIL BC.�I�iI`�•'�_�,'� ,�' �-� �. 3� ...�.�... _ K�v° � � �.. 43 4.4 zy � I°{�Ib.I E t � {F ° � ST-1 -881. _ 8.s i I I ° 1 Z I -s s. PER CEOTECHNIC>AL E u � ,LUA , 6l REPORT PREPARED � � - ._ 898.7 897.3 � 3 � OAK 12' BY BRAUN CAN 1-4-112. r" � �' � :� �� ��_� ! �1�,,.,.� b `t = DEVELOPER TO t3itfV I i c�f�i xr }< 891.8 _ 8 $96, ��� 1 2" { C" }il y ,an Zr 1 #` 891,1 PERMISSION PROF. LANb,,_ _ 884.E � ? p t j A� 1 O„ h c3 NER.'TO INSTALL RIP RAP ✓ -..A5H B._J 4" HTI�P. �2RC E _ ' 887: # 8$ .18 l f LR I Lt" r �gn d E E E — _ �:_ - �, p a _. t .s.._.. .,.:° .. .+' �.:I..___� i -�-� -' . �. � � :— � x... i E . �_._ ..; � . !. �-���:�.'f'i s— ,:P:lx '� :�!ua , -... _ _ __ .,M.. E 44LI. I 1 1 i t \ ;t .3 k YUR SHOE AND R", ` �h3 ,..- SHALT BE KcCU'. .L]i ry„ l . v u_ =1 'Y i ! i i I 1 it 1 I - - - 1 '':. � �L $'< 52 CIF V -,I 4 PLAN U• t._ ` Hr N RENDS U r, t I JBIC YARD Or �a � E WIT, ADAPIER q D (t aG 1 n Gr :L l CON V9LOrK al.` _ CONCRETE SHALL EC `�A "t NOTES: IN N7A_3 4:,H i CO C r i A s"t R. . 'a: o r7 "7 \ L •;m: .,E-. DIES. A r A,,< Nr r . Cv�, G rH , a t_ .,tJ � �v .A ,.. ? h1i.NIMJM 7. S' COVER +. _R =1' tt, r Or E ,. 3 .L ..+TNT` UR.: C _ 3 : AIATE PE .EAR. JAR YTY FLF19 AS , u 0 L 0; .AI RAA.h r rbpi ]. w t5T RAN' INS 1 A I. „ ',,; L IN M ., ! 1 JGS �. . . 1 . � , . - -, 5. HYD S .'1 3c ..v ,. SIP A XIS, .,.. IMUTA A'v,L L JOINT; R ...R:1/ ,.: L. __ AL,. 5 t_ C LC L T, 3 -BEING i :n..� Iq_ Hv'i VERTICAL AXIS, tJt '11. •• i..€ ' D. AL' .LR i4. .J R r_a.EE -G . 7... i Urd ..�G.:FaLe. +4: B_ V'v,J15 vRScC :LAR N- �r MOT °.r R . �G O -I .J . KYOS.r?v7 TO BE SR_ URELY .._rE._D , /T -' , L:,S'?C 'YAP 6R EA5 .1 Yc C>;1E :.T'AT!" „_,. .O. A £2 rz SDD5 S9-1T r.F 9LFVICE TYPICAL CONCRETE aff F THRUST HYDRANT mmm BLOCKING INSTALLATION v ' PEar NO Fns _ wv_ ae D: E#IG, sales 1LLa� NO sE z Ga S3 E N GINEERiNG DEPARTMENT PLATE 1004 'ENGINEERING DEPARTMENT 1002 .E NAM 2 ONE BAR N BOTTOM . SHALA _ i.E-. YLf.; _i_L% SU < U [`t'it.•RION Shape of u.Ck of buttress r ffi)IFFRESS DtMEN&ONS 10 .161 2 50 OR ATt ROUS ruACE9 WB -67 :i -be; /2' °E C 45' NEIVD 90BEND/;E y} 'I" 'YAI I F AL.Tllf °t; AS � h a ains, s ea -tl }. I f.0 D H2 112 , .�Nurel� .�D,it_sm �,l,-s APPROVED ALL. L. :lU? , ..v ^- �E L y 5 1 , / l i ; r t l I be large :c r" "cake ,�,y,e 0 - -I i4 r,r - 2 2 2 i-.I rR4r�9, AND 5:??- iUC7URE i +I :hc•. b. .,. Dune ­j.. F. i.AJ_,.4,i sl,o.,i,f �r I� a i J i' -1 2' 9 5?' � ^� -� :;j I L n i fj -Z , 3 -5` j •3 5 Q 2 J i - �,� - ry r T L "rG l (Ji LA... t, SPft J � ha._,. % J;..:, DE 4rt., tti. APPLIC., "(ily, RED & JT',ilf IN asthie bb Us with- t 1 �Er.n with -i " -"_ � -- _ �,• 20 A S 1 : i!•a5 nL_ h :ADiiEP.ZE1� � -t %P ?[f Le:.i l.. iE -7(. ASS .,p!tiSTRtlf.',:D•`; 'TRn ,.... ➢ „ nc _ -.--I i G G; 3 7 5 � � 9 b I t; �__ =� : ER BOX (SNAKE P1`) a lE OED HER Ip <) = 4:i 'w f _ -..�_- _ N n O 0. -� -�� I 1... t:EI.. L> -G - _ r. "< tn� r, f. tint.: - -- 4 7. lame of h . etvo�en Y __._... o Vt`2 ! H T O I ..S S.,SD 5�0 x..02 -� CUP.. JP OUT tN - / :J 1 AN4 E 1 -.._. �C._ y�rf GV . Aq BARS I HD LAN 1 A :Ir S de 0 e resi a r 'it, qo I -,s SANITARY Pa I I P O OR /?1 HG:[ E /r I APPROVED EQUAL AS e •Dote � - - r _ {� �, .. -`s %e rE1e a _ 7 is 0. 5� I 0 1 } Iti SCE _6_ 3@ 0 "1 , L vn•i. =4 1 1 i t \ ;t .3 k YUR SHOE AND R", ` �h3 ,..- SHALT BE KcCU'. .L]i ry„ l . v u_ =1 'Y i ! i i I 1 it 1 I - - - 1 '':. � �L $'< 52 CIF V -,I 4 PLAN U• t._ ` Hr N RENDS U r, t I JBIC YARD Or �a � E WIT, ADAPIER q D (t aG 1 n Gr :L l CON V9LOrK al.` _ CONCRETE SHALL EC `�A "t NOTES: IN N7A_3 4:,H i CO C r i A s"t R. . 'a: o r7 "7 \ L •;m: .,E-. DIES. A r A,,< Nr r . Cv�, G rH , a t_ .,tJ � �v .A ,.. ? h1i.NIMJM 7. S' COVER +. _R =1' tt, r Or E ,. 3 .L ..+TNT` UR.: C _ 3 : AIATE PE .EAR. JAR YTY FLF19 AS , u 0 L 0; .AI RAA.h r rbpi ]. w t5T RAN' INS 1 A I. „ ',,; L IN M ., ! 1 JGS �. . . 1 . � , . - -, 5. HYD S .'1 3c ..v ,. SIP A XIS, .,.. IMUTA A'v,L L JOINT; R ...R:1/ ,.: L. __ AL,. 5 t_ C LC L T, 3 -BEING i :n..� Iq_ Hv'i VERTICAL AXIS, tJt '11. •• i..€ ' D. AL' .LR i4. .J R r_a.EE -G . 7... i Urd ..�G.:FaLe. +4: B_ V'v,J15 vRScC :LAR N- �r MOT °.r R . �G O -I .J . KYOS.r?v7 TO BE SR_ URELY .._rE._D , /T -' , L:,S'?C 'YAP 6R EA5 .1 Yc C>;1E :.T'AT!" „_,. .O. A £2 rz SDD5 S9-1T r.F 9LFVICE TYPICAL CONCRETE aff F THRUST HYDRANT mmm BLOCKING INSTALLATION v ' PEar NO Fns _ wv_ ae D: E#IG, sales 1LLa� NO sE z Ga S3 E N GINEERiNG DEPARTMENT PLATE 1004 'ENGINEERING DEPARTMENT 1002 .E NAM 2 ONE BAR N BOTTOM . ! - M AN�IItLe" FRAME AND COVER %i -I -4\\ i 10 .161 "I it?A? /ter .c 6" % f y} 'I" 'YAI I F AL.Tllf °t; AS � h a? t n . a PRr CAST .v I -'i r r i ' �. , .�Nurel� .�D,it_sm �,l,-s .._E na I y 5 1 , / l i ; r t l I ._(, ..h, u.Fr CON_ l - M a= / j rR4r�9, AND 5:??- iUC7URE i +I N. 9 , o I i Yr..y,da ' o. s �I I- N.o :P5 GP 27" I i -- T,c Lr, -:A BAR IN eO"raM 3 'LAN F� r ms I N.. 681161111 1 , T1�1 a 1 I 1 i t tJ,t Y' -Ste „t1 .: D- 50011 / VI J! '"'. i No 6S ILI u _.ded. b 1 4 Nrd I- �- o Vt`2 ! H T O I 5 JM O' I fa I r° -at 1 EXIERNAL SEALS :J 1 AN4 E 1 -.._. �C._ y�rf GV . Aq BARS I Pn5% a e e Ld .LC2C, Ji. .6eC.: to TOf UN S O J SANITARY Pa I I P O OR Co. cu 20 It r I UaskdI APPROVED EQUAL AS 20100 L813 9 �•�.�.. 6 IGO. 5.� c .,.fir ' ,. 4- NO. `s� NOTES: -fi6'• 8 3'. 3105 r 5'e � 7 is 0. 5� I 0 1 } Iti SCE _6_ 3@ 0 "1 C :ASTE'40 5HGU NO.l tE5 r 01,11 SEAS. f�- 3710 Lc' I� u' � I Uu I IY 4._J' H C; 'vr`r NuftE ,ht x3NG... NQ. F {r,,.,, 3. I 3 s! 1 .C. r A" d I 'c/li s,: ml of Rl - E �S f� , i i I mnsED:1 -30 PLATE Na.r. -.. ooO 25 c 71 Y vt. h N O 4',! __N_ SE 3� B I t c Y f S 950 LB; t " O. 5@ 4 I rO. 3SI l , t. FT CERTAiN N R:,tlT MANHOLE ffff Of + TOP SLAB REV15E0 :1 -10 ___ _.._..._ - ENGINEERING DEPARTMENT PETITE NG.:... 21 038 FILE 1il. Q. ENG SPECS 2108 FILE NuaE:c: EELG SPECS loos FINAL GRADE_ _. DIENCH o � 1 1< M o AN0 6i t� L i ! 7-r 'r1 GI AJ b. RIGID Tlr CFOAM SAD _ �I A,UEti .,,, 1 v NOTE: PIPS SHAII E BE 1: <P,PERE.f3 IN' OTHERWISE INSULATION UNLESS _ SPECIFED. IPiSJLATtON 5-lA Cvc;`<„.1 - AT IS BY MIN, 12 coyEH :'GF.'. PIPE. -- a "B DID. OF t(\: J Ai ±UC N AI D>?> . 5 5' 3' INSULATION DETAIL HEItisEG :1 -;G ENGINEERING DEPARTMENT NO; 2205:'... RLE NAME:G G _ICS 22f}5 L ! ti Street :I S r �KGi °,( S„rviGe in I i'\,• C- Porcticn Cock Ty`rr, ;N *3pGy Block J° ,P NO I. i0 not iu dUd of 4J b G . u P P 0 r.d.. 5" crimped pigtoil in ., r stop, r. The c F J.r suo;ce' =Lne .,c ,.:e he ,oars c': shc1l L fe CUr,.I s piece , c s ''ea l D F P oro ,:.an ccK to be , s diolnete, i. ddlb :rC V rcd on G DIP G. _n•a :2. r „Di Is and Gi. ...., r.,. a1d all: ,mo'ms nr .lamer. 5. Sand es vrhen l auiren shalt ce rcrd style F202 do:;bf.e s,. .. Stdnr =ss .._ee, acoffle. r.c ed o,, ON TYPICAL WATER SERVICE REVISED: 2 -11 ENGINEERING DEPARTMENT 1005 FltE NAME: G: 'END SPECS ' a0D5 - ADD AIASIRC 5 r<` ri CRAVE Ave, RNOS tar -< B- 3rsE �l r, SE.. Lt., t,;i_ 2.09 Er t °1 t,FE OR J a C S uN rc,iE ADJUSTING rC - CFT ,q i RINGS o t fat OP, ABS E5 BE-' ANT OR ADPROVED • QUAL, -r- �// [7' COU -A:2 �i : cr c m IC E: s'h,GE o0:. E4 RISEN , rvG_ -, .c Al t ' t - -r . a i A n° r.ar.. � � tit t c��R ©1 ._ -- I1 h i G S+ BE H 6 2 0, Y 1. I L ' 4 Uc I 1C JOIE SELF SE I,wG ' FEN n vl.,N.GS P IJ. z r iaEC SA NI 14 Y SE VII AJ � � `HINO Iii :ME 4i _mil, :P APPROPRIATE „Ta_ sii.,l ,NlG P.INuc_ CCO:•lCE.A;_ED -!„K H,^,LCS ...... ._� BASE ._ .....__ OR ci>v1Uc? L �r f > F° AV <InlG (t I 4 1G WIMP, )I - ' PRECAST CONCHEIE d PTOY = J.2') "' �� A.D6..5. NG I,LV.Gc �ti- ,,,yam -.�-� -err -. _ Fil 3 RRf < /� \ \_ 6.. . K cK „G .. SEE DEAI,:IL 2109 i _OLLAR gii r 5'- OR yS.lJER vat ?G_�"� `1 T,1iL. r rt Pq.`,`-ASl . Cu ,CPE C „volSTi!G „1 :S:SHALL PC t- JO_D .N..a . v , /2 Ia3FTAR ,• < ND"P. c ADjUSTING P ,_ 5H F.r , , EL .EDtEU "!I T} SEALANT 1AD.r 4C.URc ., oY LAETECH INC. OR APPROVED EOLIAL. ri ?_. ADJUSTS _HALL .NC•_+:)M ,WEST: RINCS .RCAA CASING r0 CONE;:..... MANHOLE CASTING AND ADJUST6NG DETAIL REVISED: 2- 13110 - 4IATE NO.: --- ENGINEERING DEPARTMENT ; n . f1vcd f e, M AN�IItLe" FRAME AND COVER C 10 .161 "I it?A? /ter .c 6" ,IEF. NNVN - MrNI RING S y} 'I" 'YAI I F AL.Tllf °t; AS � h a? t n . a PRr CAST .v I -'i r r .p P, "rTRiiG F'.,OrJ C'"S , .�Nurel� .�D,it_sm �,l,-s OIR APPROVED PO y 5 i PRECAST, btOCK, OR-­l °vH,J._t. ; r P - -- ._(, ..h, u.Fr CON_ l - M a= / __ rR4r�9, AND 5:??- iUC7URE / N. 9 , o I i Yr..y,da ' o. Else pm. N.o :P5 GP 27" I i Fill' 3 µ F� ry I I N.. 681161111 I T1�1 a �, F� -S�'� t tJ,t Y' -Ste „t1 .: D- 50011 / VI J! '"'. i No 6S ILI u _.ded. b C d fa I r° -at 1 EXIERNAL SEALS ......_._,...___�„_.. _.._...,,,._ A HARRIS AND CONE Pn5% a e e Ld .LC2C, Ji. .6eC.: to TOf UN S O J NC- SF i.. { No, 3 , ac 1. c z :G . r _- SANITARY Pa I I P O OR Co. cu 20 It r I UaskdI APPROVED EQUAL AS i R_OJh2C� BY THE ENOINEER. NOTES: ! - - I -r i i ,tt cF Cs 5 G 1" J IMP F nc O rGL �,.. C :ASTE'40 5HGU NO.l tE5 r 01,11 SEAS. 2 PLACE o-.',STIC i;N TOP OF CONE SECTION AND BEN: AD:-i SEAL.. R 3 NO IC C USED nc:: .Ir THERE 2z H C; 'vr`r NuftE ,ht x3NG... NQ. F {r,,.,, 3. ; CO 7 '# R fNS_ i L I ° `"s O � ; u T: C iY St LS - . : . UT L TY S PERfJ N �N✓Liv ° 1 OR INSPECIMIG A! (J52) 227"7300 ml of i & i � __��Y :(EC, V.,,.� 1 t,Olts- BARRIER mnsED:1 -30 PLATE Na.r. -.. ENGINEERING DEPARTMENT ' 2109 F uli Wmemylip SPECS 2154 I t c Y f S I I I I i L ! ti Street :I S r �KGi °,( S„rviGe in I i'\,• C- Porcticn Cock Ty`rr, ;N *3pGy Block J° ,P NO I. i0 not iu dUd of 4J b G . u P P 0 r.d.. 5" crimped pigtoil in ., r stop, r. The c F J.r suo;ce' =Lne .,c ,.:e he ,oars c': shc1l L fe CUr,.I s piece , c s ''ea l D F P oro ,:.an ccK to be , s diolnete, i. ddlb :rC V rcd on G DIP G. _n•a :2. r „Di Is and Gi. ...., r.,. a1d all: ,mo'ms nr .lamer. 5. Sand es vrhen l auiren shalt ce rcrd style F202 do:;bf.e s,. .. Stdnr =ss .._ee, acoffle. r.c ed o,, ON TYPICAL WATER SERVICE REVISED: 2 -11 ENGINEERING DEPARTMENT 1005 FltE NAME: G: 'END SPECS ' a0D5 - ADD AIASIRC 5 r<` ri CRAVE Ave, RNOS tar -< B- 3rsE �l r, SE.. Lt., t,;i_ 2.09 Er t °1 t,FE OR J a C S uN rc,iE ADJUSTING rC - CFT ,q i RINGS o t fat OP, ABS E5 BE-' ANT OR ADPROVED • QUAL, -r- �// [7' COU -A:2 �i : cr c m IC E: s'h,GE o0:. E4 RISEN , rvG_ -, .c Al t ' t - -r . a i A n° r.ar.. � � tit t c��R ©1 ._ -- I1 h i G S+ BE H 6 2 0, Y 1. I L ' 4 Uc I 1C JOIE SELF SE I,wG ' FEN n vl.,N.GS P IJ. z r iaEC SA NI 14 Y SE VII AJ � � `HINO Iii :ME 4i _mil, :P APPROPRIATE „Ta_ sii.,l ,NlG P.INuc_ CCO:•lCE.A;_ED -!„K H,^,LCS ...... ._� BASE ._ .....__ OR ci>v1Uc? L �r f > F° AV <InlG (t I 4 1G WIMP, )I - ' PRECAST CONCHEIE d PTOY = J.2') "' �� A.D6..5. NG I,LV.Gc �ti- ,,,yam -.�-� -err -. _ Fil 3 RRf < /� \ \_ 6.. . K cK „G .. SEE DEAI,:IL 2109 i _OLLAR gii r 5'- OR yS.lJER vat ?G_�"� `1 T,1iL. r rt Pq.`,`-ASl . Cu ,CPE C „volSTi!G „1 :S:SHALL PC t- JO_D .N..a . v , /2 Ia3FTAR ,• < ND"P. c ADjUSTING P ,_ 5H F.r , , EL .EDtEU "!I T} SEALANT 1AD.r 4C.URc ., oY LAETECH INC. OR APPROVED EOLIAL. ri ?_. ADJUSTS _HALL .NC•_+:)M ,WEST: RINCS .RCAA CASING r0 CONE;:..... MANHOLE CASTING AND ADJUST6NG DETAIL REVISED: 2- 13110 - 4IATE NO.: --- ENGINEERING DEPARTMENT ; n I)Ee %I Nll . f1vcd f e, •3vCf to, h. C 10 .161 -_ .c 6" � t n Illithin , rfcce Distwoo w a t ,� T ti v ne h r, _ C" t l O f - P s A Jc,e c rfa 1' Rc, JirEd �i IE ?,:� _ -Jr', 7 it_. G Tt ',.p f i .!( 5 2: 5.' �.. G(1 L L M I N. 9 , o I i Yr..y,da ' o. Else pm. N.o :P5 GP 27" I i Fill' TICS µ F� ry I I N.. 681161111 I T1�1 a �, F� -S�'� t tJ,t Y' -Ste „t1 .: D- 50011 / Ncl 5 14Do. 59 18" .;- f { No 6S ILI u _.ded. b C b 0 base NO 59 s Fs--q • t 1 -� _t. U1: k Pn5% a e e Ld .LC2C, Ji. .6eC.: to J�. NC- SF i.. { No, 3 , ac 1. c z :G . r _- j_ Co. cu 20 It r I UaskdI �Fs _T _l i � I G, � :at,. n ,� ! 1 +� t� uei.'c i. .,a.. ,!c '136' & �.,, :, bb„ Ste .,. ur .v o.•�r,.. c 5 i \ 4 O s F r' ^ �U r :_'i i Stundord 1 ��� / A. lecuon 2.03o � __��Y :(EC, V.,,.� 1 t,Olts- STANDARD -.... __ � g i j a i I t c Y f S I I I I i q! _ t. FT CERTAiN N R:,tlT 18 "x.n XS Gbnerete Block ffff Of TYPICAL GATE 'VALVE THE 'sizNtL ..r.7CeF. AND BOX INSTALLATION __ G4 ftersEG.2 £NG.RiNG DEPARTMENT iNEE PLATE NO.: -. 1006 FILE NuaE:c: EELG SPECS loos maw LOCATION -_ : REMSEi1:3 -09 ::. -_. ENGINEERING DEPARTMENT PLATE NO, : 1009 I)Ee %I Nll 49.. .... IN I q ( d o dete i tf eptl G.F °- ta.n C„ ITN -1 VAR _IL I 4 . � t ! t1 re nes - 1i�.._- � �'•. / w a t ,� T - _ C" t l I( 13 1 i� c rfa 1' Rc, JirEd Oe Step, S n � be " c tom c t I } o t L't n i> I I: 1C -� �° J a i Pe.,c EQi a',e u,cs r,e Bic .fe e I Else pm. a j Fill' TICS d.,mete, of pipe F� i L _ 4then c,n., ,., . coy )d ;ti_ _ ., c,r'. ccce`1teo e or 00 o ^_ Apo bcdcmia + k .il . r - ° h t en near oill :rte deter ne ,:n_ cept 4 2a ,,. ,n, p,..p r .r.� - f „u ci ::-n .,{. ,a'. r.; r „II vo P be aceo -nonce ,°r:;n MNDOT 31492H -urse tg,eg,c:e. PIPE BEDDING IN POOR SOILS idcrnSEDa -ip _ -. _ PW1E ND: - -.. ENGINEERING DEPARTMENT 22{71 N S: - n f .. S� e a � mac, ..L• .T:.'s are a,ot ., v.,ckfii c d. ar :,o n- obvTr in '71, pipe 7cre, pqta . G:. r,i (L'. a, ', :1:.. b :;sad 1s . nar an � de;. :ilaFr. ilGi. I r, ,rF pipe q,r Shot tvc m rc _ me i.ridi s;.a. v d.. 1e'} �, vcd _ni. c,,.2r .,. '. -:ee.1_... a3 ,,:r :lc�n ; he rc, o°dc: e, Nv Ill 0, 0 3 ._.,r,_„ +.,;: :,,;.u:e. 2U c ^f i a c 3o��aor � -'ench ,oi. ..< .., e,, ... -.e °;aa ;,ar.m tam c +i Lg _..a0fia of .ih,e -„vLs;de Dior. e_er PIPE BEDDING IN GOOD SOILS RCP & DIP REVISED: 1-'10 5�IhTE ENGINEERING DEPARTMENT NOc. 2202 FILE HME :B O SPECS 252 a �I PL tt[ F EVL. I: i I r i I i l i %r PE.. , I' P R ILL, r I ( j/ V r c PlPf .n „O,_ l 11T}RY L.Ic� �GRAV"iY lY,AIN _- r �, I T' '�> � C K V I\ \ J - - j S rGI �C . �tU UE USFID I CON .lj I � WITH L � ,_ . • PPIFT ., tEh t F -- eOf< Dr2 r Or u' SOLVENT NELD ",L1 JOHN n J SFR I 1- 3 vl:"'r n :?Y Tr i Piv .,.'ra -'A.N CJ 3Y • R c WHEN 1 � L SERVICE F9 TRENCH, a LtEA f NCE J C l l R ? f � L ( 2 pr I' N I b 1 L .fa i _ i i G' � r1 - E E T a�JtR ft' rE J I r J _ EXCEEDS 90, FEET .. ° - SHALL Br .�L`OcU Uh cd?ANUL R °.ORRCW 3!,!A CA COURSE i tort 2.�r�vR��Y c t.3149ii J. ffff Of TYPICAL SANITARY SEXIER SERVICE EIMSED:3 OS ENGINEERING DEPARTMENT 2001 I i I r b i . Hook f, r � oac 1 " r>k L i. - _ :_ - ;c»eca ' P - -- _ - Aar-P- 14111117 c - e 1 i-.➢c•• a' s ietS rSe acrnet ti of awe j lr tL F ale c _[ G 'and Adbatbig IN I q ( d o dete i tf eptl G.F °- ta.n C„ m.- ^: } '. C�mci,ted to th tnijD 31492H 2 -se H11c, Jngrea.,t_ I Nfi' Q7 z of c Sic j.,d ! t1 re nes - 1i�.._- � �'•. / /I t !r c �i: l,.jr 1 of �l __? �0!J ca ' I( 13 i� I Oe Step, S n � be " c tom , REVISED: 2 -10 -. _.. PLATE NO.: ENGINEERING DEPARTMENT 2:203 I+ .rr>.�j` _"''T - +v i e I C r�, a j Fill' TICS �4 F� ry I I C C ­f O. VSh I - l z Ii I, a' J / CQNOUCTIVITE r TO BE FL U: D t«GA ,a.u. GOI IS One srE:ctJ TO WATER UaLC. /r c.j JT .'..:.1 syi• u - -• r,d s P r ;c s I, I_l I i a f- 5:.. ..0 2 1 a+,a .. the .. ,.... 1 -� _t. U1: k Imo_ , 1�1 ,-- se :., f5 , deep . 7 P A ai; _,cry u o` cent ,E 1 1 JN -1hEle or t , , k i O L m :_'i i D1- i. nr� J C.S -1i Intl: t STANDARD -.... __ i it I 7 'Il rcJS 'La I _ G ENGINEERING ALA C G E AT tLLF PL4'tE NO.: 2101 1 G.EaL . E7 PLACE BLOC K UNDER A L A A' V , AND ri u3A t S BLOCKING AT AL TEES. BENOS, t. FT CERTAiN N R:,tlT r - J ALL fll L1G., OUTS, . AND (3C,R OA. BE S U�r :G :i' 3S hi';J U' A- «R ', I < "'Y� to sc.v G� >L LnH THE 'sizNtL ..r.7CeF. .;L_CtES - eincx x ASAl9.sT (moos uRE+ED Sot.S_ TYPICAL MEGALUG maw LOCATION -_ : REMSEi1:3 -09 ::. -_. ENGINEERING DEPARTMENT PLATE NO, : 1009 N S: - n f .. S� e a � mac, ..L• .T:.'s are a,ot ., v.,ckfii c d. ar :,o n- obvTr in '71, pipe 7cre, pqta . G:. r,i (L'. a, ', :1:.. b :;sad 1s . nar an � de;. :ilaFr. ilGi. I r, ,rF pipe q,r Shot tvc m rc _ me i.ridi s;.a. v d.. 1e'} �, vcd _ni. c,,.2r .,. '. -:ee.1_... a3 ,,:r :lc�n ; he rc, o°dc: e, Nv Ill 0, 0 3 ._.,r,_„ +.,;: :,,;.u:e. 2U c ^f i a c 3o��aor � -'ench ,oi. ..< .., e,, ... -.e °;aa ;,ar.m tam c +i Lg _..a0fia of .ih,e -„vLs;de Dior. e_er PIPE BEDDING IN GOOD SOILS RCP & DIP REVISED: 1-'10 5�IhTE ENGINEERING DEPARTMENT NOc. 2202 FILE HME :B O SPECS 252 a �I PL tt[ F EVL. I: i I r i I i l i %r PE.. , I' P R ILL, r I ( j/ V r c PlPf .n „O,_ l 11T}RY L.Ic� �GRAV"iY lY,AIN _- r �, I T' '�> � C K V I\ \ J - - j S rGI �C . �tU UE USFID I CON .lj I � WITH L � ,_ . • PPIFT ., tEh t F -- eOf< Dr2 r Or u' SOLVENT NELD ",L1 JOHN n J SFR I 1- 3 vl:"'r n :?Y Tr i Piv .,.'ra -'A.N CJ 3Y • R c WHEN 1 � L SERVICE F9 TRENCH, a LtEA f NCE J C l l R ? f � L ( 2 pr I' N I b 1 L .fa i _ i i G' � r1 - E E T a�JtR ft' rE J I r J _ EXCEEDS 90, FEET .. ° - SHALL Br .�L`OcU Uh cd?ANUL R °.ORRCW 3!,!A CA COURSE i tort 2.�r�vR��Y c t.3149ii J. ffff Of TYPICAL SANITARY SEXIER SERVICE EIMSED:3 OS ENGINEERING DEPARTMENT 2001 I i I r b i . Hook f, r � oac 1 " r>k L i. - _ :_ - ;c»eca ' P - -- _ - Aar-P- 14111117 c - e 1 i-.➢c•• a' s ietS rSe acrnet ti of awe j lr tL F ale c _[ G 'and Adbatbig J ns • !II - q ( d o dete i tf eptl G.F °- ta.n C„ m.- ^: } '. C�mci,ted to th tnijD 31492H 2 -se H11c, Jngrea.,t_ 1 V.C. t y t e Q7 z of c Sic j.,d ! t1 re nes - 1i�.._- � �'•. / /I t !r c �i: l,.jr 1 of �l __? �0!J ca ' 9 pipe I N S: - n f .. S� e a � mac, ..L• .T:.'s are a,ot ., v.,ckfii c d. ar :,o n- obvTr in '71, pipe 7cre, pqta . G:. r,i (L'. a, ', :1:.. b :;sad 1s . nar an � de;. :ilaFr. ilGi. I r, ,rF pipe q,r Shot tvc m rc _ me i.ridi s;.a. v d.. 1e'} �, vcd _ni. c,,.2r .,. '. -:ee.1_... a3 ,,:r :lc�n ; he rc, o°dc: e, Nv Ill 0, 0 3 ._.,r,_„ +.,;: :,,;.u:e. 2U c ^f i a c 3o��aor � -'ench ,oi. ..< .., e,, ... -.e °;aa ;,ar.m tam c +i Lg _..a0fia of .ih,e -„vLs;de Dior. e_er PIPE BEDDING IN GOOD SOILS RCP & DIP REVISED: 1-'10 5�IhTE ENGINEERING DEPARTMENT NOc. 2202 FILE HME :B O SPECS 252 a �I PL tt[ F EVL. I: i I r i I i l i %r PE.. , I' P R ILL, r I ( j/ V r c PlPf .n „O,_ l 11T}RY L.Ic� �GRAV"iY lY,AIN _- r �, I T' '�> � C K V I\ \ J - - j S rGI �C . �tU UE USFID I CON .lj I � WITH L � ,_ . • PPIFT ., tEh t F -- eOf< Dr2 r Or u' SOLVENT NELD ",L1 JOHN n J SFR I 1- 3 vl:"'r n :?Y Tr i Piv .,.'ra -'A.N CJ 3Y • R c WHEN 1 � L SERVICE F9 TRENCH, a LtEA f NCE J C l l R ? f � L ( 2 pr I' N I b 1 L .fa i _ i i G' � r1 - E E T a�JtR ft' rE J I r J _ EXCEEDS 90, FEET .. ° - SHALL Br .�L`OcU Uh cd?ANUL R °.ORRCW 3!,!A CA COURSE i tort 2.�r�vR��Y c t.3149ii J. ffff Of TYPICAL SANITARY SEXIER SERVICE EIMSED:3 OS ENGINEERING DEPARTMENT 2001 I i I r b i . Hook f, r � oac 1 " r>k L i. - _ :_ - ;c»eca ' P - -- _ - Aar-P- 14111117 c - e 1 i-.➢c•• a' s ietS rSe acrnet ti of awe j lr tL F ale c _[ G 'and Adbatbig _ q II be q ( d o dete i tf eptl G.F °- ta.n C„ m.- ^: } '. ' .g oo - P: fa CEE "r ' `He,,a Shbll s. • "'co'd-e th tnijD 31492H 2 -se H11c, Jngrea.,t_ 1 V.C. t y t e LU J Se C' rG r d with <G i a .,.0 J_. ., r... cap 1: .., .f.� >tl_.,I ^ l„ ..DJ ., ., le. S V PiPE BEDDING I Oe Step, S n � be " c tom FOR P.V.C. PIPE REVISED: 2 -10 -. _.. PLATE NO.: ENGINEERING DEPARTMENT 2:203 F7C.E NA§IE; G: E7•!O SPECS.`�2203 N r.dr(IE F ale c _[ G 'and Adbatbig / P _,nc ' &I Bmrie, .;n afl n trvr y plot, i'oo' s hat be I Oe Step, S n � be " c tom _ Pipe Sip, r18, or - ".g 5 u,ected b, [ G Per_ e 5 -no:e Rise- iri be Used L � e ry I I C C ­f O. VSh I J / - -- r s u - -• r,d s P r ;c s / 5:.. ..0 2 1 a+,a .. the .. ,.... s t. f eosl)E se :., f5 , deep . 7 P A t:GSeS _,cry u o` cent ere.,-, ! , !hcn :.. -1hEle or t , , % U be i O hc.c OY co ho r c"St ted :_'i i .,. c ) r,1H0 Ile balI:AC4 n-, tc e �F STANDARD -.... __ MANHOLE REVISED: 2 -13 ENGINEERING DEPARTMENT PL4'tE NO.: 2101 1 F91E NT•AIE: G :END SPECS'2a0i. G I I ) J' �y 1' t II< al / i. IIJSU.., ON � z 1 r V I V J/ I T PA r 0 PIPE V t F• END S 1 .EGA LUGS AS kF , r.EC. J. t(� i� ?AI(t1 IIr)t)FF I�cRya {�LC SHEET REV. 8 OF t' , FL.b 8 _...._, Grate r 1 _ -1 % `_- � 2A".36" Si,,h Doer ,a <or A'.eenai, \ , nail n J57 -V o� if / �JI 6 N j III E <i� I is ( -t t- Ar Grate y.,a.xo i t I r, 1 T , .f7, I t V1 _I /)r r _2 -- Ara Grates 5ho:i he .-, ed at oil Ins. e FNA, R .. OR f vL. .., I,irIJ -_ - (•,�:. J �i Iit I RIi 1 ,:� -mot. I : 1' / A:PROve) ^..IjAL � _i�� iI ti\ pcints- / e S ; Direc-ion a' 11__ i Neench ­306/-V costng ­J I /grate r.,u oi. / tr ^ _ �i -tEAt /._Mi ^.fmt:'r Cr 2 •^ XT'�utY' - 2•' -_-._ ____ 1 - ( r� '< is M1s �:+: E „r._._ r o -c;et du-f-'en: i :v.,th CrG - s-. L �F.t I�G G WRi ot.hec 1<. f y� T€ Irb /.� > of nt tOr. ,.L -4n ;.TY ) �. -C�� �_- __._ -__- k✓ S .T -. ..c AL IF! and yate Neenah P t r - t b. . ;. ..__..._.. Hf)PE ..uQC I__l o, �q., a. A ate cc uu.. 2 �t_i otr :. _,.{... - _,- ._..��_ _ _._._� --d; - z,• nv r ,. ,;._ ..�.. i i' (.I:A Tp ,iJSS, ti r...Ci..,.., ..,.:u b..... r ..Utter rase.. -_d.. _. .... ___. ?.;....i�9__'- ..F.. .-..� ; �.i - ..A f._ - .i �3fiR:. f=. •_. „C. @C' i,W4` "S �..: t , , .......,. ....___ : ,-•� _ :p precos[ °c,,..a. c..,, ro�are..e soon. .;.I I v_,- .. -..... .__ -...{ ,.�,. _n' ,v hons^tion curb art each r _ h. \ - - ,'1 — r11t..S 3'. PRECAS" SEC'. ^.:'F I ___ :dp; c;r ;r'ei see., ;ender to;;_ >fab . j side ^•� :cak.l btisin. _:�_c .r I r a ,.R ,a i:..:, =r -rn a_ack to `ic�de a. d c ,aedx ^. [: °1� -P P- Cost e o, a�. , , . AS � 1 1 .. 2 .: ..d or .ac,rc r u..l. ,� I -+ate H? D rl,.,�:ra ou_. r o, Curb { i k: i" '„ 1' P its - 1 ° `�. )ri r°cnF ! en !,ate ._ -_.G ie v 1 9 n, ., 2 - - -_ ,. !Y �._..__ -. 6 1/2" �.:1 ! 'J•' rY.:- e„""..__.. !J I .'•v I... I _ i .,rY'...'tl of L % A,:. / t1� - i. r••ra5, Concrete SC';tle. ^. / rraaz:imumof� 2 - -- varies ` J i''.'f` aoncre aC_...,r..e.,:_ i r2:. Uo .. i _ _ _ Do rouses ohof b° routed do — T a o r f l_- ._..__ -, g 9.. It ! .,.f < •wa {udtr li, 1 r..6U..r : ,. ,3 mle.;:r,ur; U _ 1 745... f <.. -.G , .. _ _ :: ,. 1 I 5 2, .. the d Ie st_ ,.v. in s.:e. I o . of _. te. 1 2 ,. j / J Grout s'S v _ a !!' +T..r eanrreie ccgar I , I! ( RE RCS .n ^; .. &C- LOR : JIB i A %areto ;t.;p V�..�..c, , h:.,S.., ar • r,« CIS r - ',,.Kr _, ops [',ogFouCes >aai r JO:J.e J- loin :ne� .I -/ .',I I...__ E'.. •., TQ J Jaj - 1- y� blirti ,ury 1 thickries; ;" rat 14' _T A.SUr (27`' IA.;- inside o,.l o.; aide. ,�C_l., '�,il \; i xr._s ,,, . d ate -. r c _ .r cr DESIG;iJ _P _urA ?. 2 sad re.t, ..e iv tY, ., x_ v :esh. 1 St GF s sho!. be eras dtr I c calk, oa, ,roerc'cs a d _ o . se _ r o h.trs. �. , --in 't t� d ! Coral T -' eoti n. �I 'G.a,! b0 t , Oi rreal'rO> tC t "2 7_, q..t. g. de .u.c y _ c__e, -a .o. _u _. .n r -1 vo block s r -, :t_;res are ailo,Lid. �. i iti, d omet n pipe r.. .: ace vo vrond shims are permitted in the ad ,st-ng :ngs, grout 'Y° '.owcrd ­et;. TYPICAL 4 DIAMETER TYPICAL 27 DIAMETER STORM SEWER CATCH AS M EWE N B IN CATCH BASIN CATCH BASIN MANHOLE Iff 11 X 3 RECTANGULAR -. -- - PLATE tad.: REJIS @.2 D � .: ftE19 aEFi.2. tD. Y PLATE ND.. Eh1GiNEERl1IG DEPARTMEhdT 31 D3 ENGINEERING QEI�ART�tENT REIli.SEtl..2 1fl PLATE H4.: �'7tE Ngi9E e fND�SRErS?i�'k'D i : i'Ii.E NAkE; G, EPd6 SPfiC55,37D2 ENGINEERING DEPARTMENT 3101 FILE NNdE: n: EiaC SPECS 3tQ1 2• 5" LSt .n d`: :br. 1 \ \k �fT ` 1 ) .. lo.> :Tc.,;- r.,.J� ICt••r„I E SUNG ETUMOUS SU'._'FACE'... _ � of ft .1._Y._ P_ Pau I_ 30' 15,5 to odcx 15,5, to Bock - -j -'- __ ! M1e, rnrrtF Uf a:. . "ttcr! i :;bate Ed ^e v1 Goiter ,: c:.c' ,�A.�y., :A A V ,rte.:- f-- :AV;CL; ALL ULJ..:!v,JJ.. ..a v : l , i v : , ,. 4, 1 4 m Lu �' e�ticrri_ c TYPE WEAR P1 ; Vim� 3 sr pe 1 d urnc li c sh o il Ste. ''r t ,s Y, J.3 G _i,n.t.. a a 05 i ' r;r t4 ,wa - ._ _ .,-_ .—012 er 4a . F t 1 i__ ri ...E i .� ,-` �.. -, L ; 0 s 1t _, it + , -_ - - , . - 7'< UNDO! 2380 TYPE .. - ^ , •- =,. r LIJ: NON -WEAR (�) ,. C.,u., au c7et t,e -- . R I*r _ 7_ ,4... C.FS., 5, 1003 CRUSHED ace _...n,:E aF,.,r_. `-T rl . or 12' ..._CLi,,; 5 kyyregciP Base, i,xc,; Cr +shed r?al k,�.0 Lt. ,: Me;. u,.... ..._.._.__ 2 'vJ 3149,1B > °'ert -' r 1- N �1 - - - b' - �I nd; I 11 I t 1 :. W Cl1 AL_ E6GE5, F.EJ,O1L t33It1F /hrOUS (' ?: t,,. AREA AND ENOUGH . , tr CLASS o Ma ER7 =YL ,£} rvGo0rtMuDruL A ^.:a 3TJaAlh:,eJS Pn.IH. i -_ - -. ... -f-. H '..,,nc °etc ..ur:, Guttt j . _. . .. ?F. rUl� G. M",hiNh,? aO t,?aC IvJ rr G 3rV __ E r5F pFOUI R_: ar ,Gs .O PAYING. .. s , ...:..: n rr, v P t -. f- V a x h _ u rea o� ..n .rR{ r : 6 rz MAY .0 , ti A. COURSE 7 at,. _ ._ a _ IS LIEU � BASE _t 21 Gi1s 6 v,. .rc G _ s i -ee -r3aE ; .0`i. .. r- , _E (,III _ _ _ _ f 4hel rode 75%. t c CO ACJ�„ �_ c fi F mss. c S I a . ' r _. .... : r .CEr -CU ..a PtS. I t . Y _a -. �, F,R t PLACING ; .R ,c t ° F ., b ALLOW . COURSE s. rC .. - trT. . 'rh^ �E r.i .t.T ­,k­ , notes �, ,.In n '.S a I . ae . .'uc._J _ Ire , e z' . r.ar. e t ue:o n c. ' r., L.- PATCH H n , I - a-r c ., c . c, r,° .� .°,. 2, c OR :a o . MATERIAL A L _GaS r I. E m E.2 U t;C c 2 uJ� VY nOu_. I . .0 D d CI . T.J� ,l . _El _L eil. SURROUNDING I t,e I ..e .cu$ r, V a - be a _ rrEd _ r :e C w „r SURFACES. „Ov 4AC.0Y ,YIti: I h r.A_t. p P-„ h E_.PF! R -C , r I ou, Curt <v y , . e r= �n s « , : � � ors 'te cr o ,Y 1. rc dw ,� � , a ro n _ , .. . _. ! .a. _. rc,c ..ar ec_ en , bases .. t:.e ,. ,_ A n ROVA_. 6 S..n_ vr c 'o wned xa, b. J r,e . _I ,t v e.d son y �.t _aa_ o i odw dr . 5.� F ci e ago_ r e 11NLJ, 235c- O2JIv.{. tclara_,01N n:J.C1 . raUiR_, I C &iali„ TYPICAL TYPICAL STREET TYPICAL CURB RESIDENTIAL PATCHING BITUMINOUS AND GUTTER STREET SECTION rRuL1a 1i St�luA:kdI E �ia:. :`REY45@ 2 I D P LATE H4.. RRL?E +J$MEAPN. E a .. t ❑ ENGINEERING D E P A �2Q2A ENGINEERING DEPARTMEN 21LEN GIMEERiPG DEPARTMENT Q. 5200 sh 5 1ME N c. ENG. cs 2D3 ENflsPESti5� T TAG COND DSH SPECIES COMMON NAME SASE / REMOVE idOTES 137 4 14 WILL Willow REMOVE 174 3 15 BOX Boxelder SAVE 101 6 10 ELMS Siberian Elm SAVE 138 6 19 CUT'S' Cottonwood REMOVE ,75 2 11 BOX Boxelder SAVE 102 6 13 OAKB Bur Oak. SAVE near property line 139 4 14 COTT Cottonwood REMOVE 176 4 12 BOX Boxelder SAVE 103 6 20 OAKB Bur Oak SAVE offsite 140 2 19 WILL Willow REMOVE damaged 3 -stern 177 5 12 ASHG Green Ash SAVE 104 6 18 BLCH Black Cherry SAVE 141 2 10 BOX Boxelder REMOVE 178 5 14 BLCH Black Cherry SAVE 105 6 16 OAKS Sur Oak SAVE 142 3 20 WILL willow REMOVE 179 5 17 A$ HG Green Ash SAVE 106 2 23 OAKB Bur Oak SAVE badly damaged 143 4 20 WILL Willow REMOVE 180 6 11 BLCH Black Cherry SAVE '107 3 13 BOX Boxelder SAVE neat, property line 144 7 34 COTT Cottonwood REMOVE 181 5 11 ASHG Green Ash SANE 108 3 15 BLCH Black Cherry SAVE near property line 145 5 14 Box Boxelder REMOVE 182 5 13 ELMS Siberian Elm SAVE 109 5 16 ELMS Siberian Elm SAVE offsite 146 6 11 BOX Boxelder REMOVE 183 6 10 ASHG Green fish SAVE 110 4 10 ELMS 'Siberian Elm SAVE oftsite 147 4 12 COTT Cottonwood REMOVE 184 6 11 ASHG Green Ash SAVE ill 5 12 ELMS Siberian Elm SAVE 148 2 11 BOX Boxelder REMOVE 185 5 16 ASHG Green Asti SAVE 112 4 11 ELMS Siberian Elm SAVE 149 3 't9 ELMS: Siberian Elm SAVE 586 4' 13 ASHG Green Ash SAVE 113 6 15 OAKS Bur Oak SAVE 150 5 12 BLS} Boxelder SAVE 187 5 11 ASHG Green Ash SAVE 114 6 18 COTT Cottonwood REMOVE 151 4 21 WILL Willow SAFE 188 4 11 ASHG Green Ash > SAVE 115 5 10 ELMS Siberian Elm SAVE 152 4 28 "DILL Willow SAVE 189 6 13 ASHG Careen fish SAVE 116 5 15 COTT Cottonwood REMOVE 153 4 2-0't ]” Willow SAVE 190 1 10 BOX Boxelder SAVE 137 7 22 COTT Cottonwood REMOVE 154 5 11 WILL Willow SALE 191 3 19 BOX Boxelder SAVE 118 5 12 ASP Aspen REMOVE 155 6 15 COI s Cottonwood SAVE 192 6 12 ASHG Green Ash SAVE 119 6 11 ASP Aspen REMOVE 156 6 15 ASHG' Oveen Ash REMOVE 193 4 15 ASHG Green Ash SAVE 120 7 20 COTT Cottonwood REMOVE 157 4 16 ASHG Green Ash REMOVE 194 4 25 BOX Boxelder REMOVE 121 6 12 ASHG Green Ash REMOVE 158' 7 11 ERGD Eastem Red Cedar REMOVE 195: 3 14 ASHG Green Ash REMOVE 122 6 10 ASHG Green Ash REMOVE 159 7 11 BOX Boxelder SAVE offsite 196 5 16 ASHG Green Ash REMOVE 123- 6 20 COTT* (Cottonwood SAVE 160 5 18 BLCH Black Cherry SAVE offsite 197 2 22 BOX Boxelder REMOVE 124 3 16 ELMS Siberian Elm SAVE 161 5 11 BOX Boxelder SAVE f98 4' 16 BOX Boxelder SAVE 125 5 17 COTT Cottonwood SAVE :162 4 12 Box Boxelder SAVE 159 :2 16 BOX Boxelder SAVE 126 3 19 ELMS Siberian Elm SAVE 163 4 10 BLGH Black Cherry REMOVE 200 3 30 BOX Boxelder SAVE 127 4 10 ELMS Siberian Elm SAVE 164 4 12 BOX Boxefder REMOVE 201 3 26 BOX Boxelder SAVE 128 4 10 BOX Boxelder SAVE 165 5 22 APPL Apple REMOVE 202 5 10 BOX Boxelder SAME 125 5 in BOX Boxelder SAVE 166 2 40 BOX Boxelder REMOVE damaged 203 5 10 BOX Boxelder SAVE 130 3 15 ELMS Siberian Elm REMOVE 167 3 13 BOX Boxelder REMOVE 204 5 27 ELMS SIbedan Elm SAVE 131 5 20 COTT Cottonwood REMOVE 168 4 12 Box Boxelder REMOVE 205 5 23 WILL willow SAVE 132' 5 22 COTT Cottonwood REMOVE 169 6 11 BLCH Black Cherry REMOVE 206 4 14 Bpi{ Boxelder SAVE 133 6 19 COTT Cottonwood REMOVE 170 2 15 BOX Boxelder REMOVE damaged 207 3 37 WILL Willow SAVE 134 4 10 BOX Boxelder REMOVE 171 4 13 BOX Boxelder REMOVE 208 5 10 BOX Boxelder SAVE li 135 3 15 ELMS 'Siberian Elm REMOVE 172 5 11 ELMS Siberian Elm SAVE 209 5 11 BOX Boxelder SAVE 136 6 20 GATT Cottonwood REMOVE 173 3 18 BOX . 'Boxelder SAVE 2110 4 17 BOX Boxelder SAVE HEREBY CERTIFY THAT THIS PLAN WAS I' CONSUL TING _. PREPARED ICY ME OR UN DM 'MY DIF�E1�T R 01SE P1 NERS and LAND SURVEYORS -. SUPERMSION AND, THAT I AM A DULY �a UCENSED ENGINEER UNDER THE N E ING N01 -C A Lit Ju OF THE SAE MINNESOTA. COMPRNY, _NC. 1000 EAT 146th STREET, E�II ' LLE, MINNESOTA 553137 PH' (952)432=3000 ��t� �� ��. f�. ' ` "` ct.ni) o o: Crate v !' o. no7 _{ o N GC r f C Icy q. eb< s 1C E d f e _ed de. Ne,nou S �t:�.t de used ✓ F- or all I,, r ... ,•\ oh \ Eum,offer c .'s =nJn or ,...r..... r 60 0, f, urS :UGC till \I N. Sect!- .._ ..�.- J Min, Trod art , tAu. =s, _ -- -- - op of Curb u" I , r _ _ cam:, .at ,r n. .. <- yrn a ; Eocr ,ay aff OF rt CURB CONSTRUCTION omm AT CATCH BASIN REVISEE>r1 -10 - D '. E PLATE HD.: y ENGINEERING PARTMENT M1'. c\ cR y r- rJ 1. G„T?Eft 71 i-AL RFS,DFLV1`AL RADIUS 20' tYP,CAL COLLECTOP RA US TV drop i.nq t,orlititi­,o . i:. 1 J / % ._.El S f i { rl� ^r r .. t,n _ +CLt v Ar C SEC_TION A-_4 Cfff OF TYPICAL CURB RADIUS ns=D: t D PLATE No.: 1 ENGINEERING DEPARTMENT 4 damaged - offsite, P ?_iv RiPRAP -..1) i F rz7 -h r5 0. - 12 TO 4:. 9 t_, i Y Ct.�3 . AND 27 13 14 Lo CL3 FRS OT G -.!RAR 4' 1 - t 3hlr QiF .a.,r,.- L (O'LT cuf is "'d -rii -rzA rt z -S z >r . - -_1 ,e_tcxl it S x{ RI Kf,' :It,! JO Elf S Cfff OF RIP RAP DETAIL ftEUlSED:2- 9D... -: ENGINEERING DEPARTMENT :PLATE NO.: 3107 G I r ...u. 1. vA.,. ,n SN I - 4.tl rc S.P ...rrr. cr „--x,: IS, r t: IAS I'-, . IS N vr?:ES ac e < G { z c m. o n :r:SEQh IE P11 L s. _ :C+ Z.T7,s E +GI—�iN'. rL t- 5 a, ._ w.s _4t tp_Rt,. u n 4Ft C o]ADFAY. F DIN, o 1, VLE.,. .,9 F_t_.. MCP L u ...+NPS1 .v I PALITNE .Or .Ili. , .°w, TS LL .t PLTP1. s..,, ,. ea,_,.t r.z �,.... r !:..,>r. VAV . °A x „n,... :fL.. .. ? U:. 1 O4G :. {4 -.E 1­15 wt.n _ All, . _.�.,. :£ .'•E ^.+,R C{x.,. 'v[[9 n c cr c t .._ I.,'ti VD J3? C ,L O t E 3 i rv.,Fa.. s_ .r., To I, .r,._.:_,.. ,,__,, ca , o.N... > >.c., >n._. .e,.. co... c... r as , r a,..iI r:..Rr;�r�. io F tRa ;rti.G. �, u,._ m nnas M1Sv:_. n._:lt ,u. _.- c. a._ r,n,r sc:.ts E 7F- C ,., . aC5 rnY Vt 1CZ.. t ✓1..., c.lrS- �.:_H.,1. v.. n'...R .,, ,, vAii. t /nl,.C„- _ PEDESTRIAN CURBS RAMP PLA E HO.. ENGINEEPiNG E?EPAR TME P NT : �., ,j. 2 offsffe _E ;, t, Iu _ _ ,t:,z `_;07 4cr p y,acelnexL 0,z ; pipe ,ur s - 3 both fa L„- C, sfc;si et r, ^'r, up t R.Hoa, ,I p pc'. )SOME RIC id TC _ S Pi' Reinfo,ced Are:O _ shafl r ti .. ?t n5t,,hPd t1huit T o5i, .>3ards" 2 All v; rl inforced Con_rete Apr,,s on » r E;pe _nd:! be Uee beck S ,ripe rc t^.n L rcn-. - or! . hf new d_!: `arced Co _ _te Ax...,,. , ,rd.' ne tied ._ .1. s. pipe cGlocent tb the a,v'o! _ 0 Off FLARED END SECTION EvSED:2 -10 ENGINEERING DEPARTMENT PLATE tad.: 31 fl8 ttc vauc r`:tirurnmrnci: xana Rn „'7 t Y CPL, ,( t. U ':J i �l rni t - .SJ Cr &,(B li P! AIES I I _ I -- c",.no -.rc -e . D r n TV S 1 o r. ^tr_rF. 1J US i `) I c PER cuiRc.)I i! I r r r A L cs, I t_ Sri. • ?c , _. D a a - .I 1 jtr n j— t SEC TIQP t 3 12 _! NCA FED DIME i 2(� -14 3/ 5 i 1 ! 0 -1/? 1 3.28 .., 3 -. 23 .- 25 3 _.<i /i 3.1_ —i 2u NOTES: Sri / b - Y 9 pFEGT0.:, ”' P 5 t .0 F C 4 C G 's W1.. . L ra- .-I. .a . I, a _ 'EL'T"-icy T, s-c: vnA. 7e ` _ c. c - n. s t -E L C GF ,.c va. v n. A TcP,u mt 'Le t: 'u i,Lt. LF :Y.i LlF tai G, ...CJ =ANS . . IS—III—­1 Yfa PATHI yr FVrt L .11PI tS Ic I xerna I _ cICAETE el A:ES SLIT _ „ N.0 *11 n° ALJAor,T ­11, R<Z..D,RI./ 1 ­V—Y, -. Y F ­Pt J. n'C ­t. a1 'T: tt ! .NV.'ACtLrzE.. ,.:+. - ffff OF DETECTABLE WARNING SURFACE TRUNCATED DOMES REVISE©: 5-12 r� - ry - - PLAIE Nt7,: 5G15A ENGINEERING DEPARTMENT 1I F" HhsAF. G.4ENG?:SPFCS \52 %SA.... . N G,­­ p r_c. 5r to ,_� c x lo. j(eel. SOS 211 4 21 WILL Willow SAVE damaged 212 4 35 WiLL Willow SAVE 213 5 21 WILL Willow SANE 214 3 42 WILL Willow SAVE 215 3 13 ASHG Green Ash SAVE 216 5 10 Box Boxelder SAVE 217 6 21 ELMA Siberian Elm SAVE POND OUTLET 218 5 10 BUx Boxelder SAVE 219 4 30 WILL Willow SAVE 224 5 16 WILL Willow SAVE 221 5 10 WILL Willow SAFE 222 5 10 BOX Boxelder SAVE 223 6 21 COTT Cottonwood SAVE 224^ 5 10 Box Boxelder SAVE 225 5 39 COTT Cottonwood SAVE 2PG 5 16 COTT Cottonwood SAVE damaged - offsife 227 5 34 COTT Cottonwood SAVE offsite 228 5 3'7 COT T Cottonwood SAVE 229 6 10 MARD Red Maple SAVE 234 6 23 CO € I Cottonwood SAVE 231 6 10 ELMS Siberian Elm SAVE damaged - offsite, P ?_iv RiPRAP -..1) i F rz7 -h r5 0. - 12 TO 4:. 9 t_, i Y Ct.�3 . AND 27 13 14 Lo CL3 FRS OT G -.!RAR 4' 1 - t 3hlr QiF .a.,r,.- L (O'LT cuf is "'d -rii -rzA rt z -S z >r . - -_1 ,e_tcxl it S x{ RI Kf,' :It,! JO Elf S Cfff OF RIP RAP DETAIL ftEUlSED:2- 9D... -: ENGINEERING DEPARTMENT :PLATE NO.: 3107 G I r ...u. 1. vA.,. ,n SN I - 4.tl rc S.P ...rrr. cr „--x,: IS, r t: IAS I'-, . IS N vr?:ES ac e < G { z c m. o n :r:SEQh IE P11 L s. _ :C+ Z.T7,s E +GI—�iN'. rL t- 5 a, ._ w.s _4t tp_Rt,. u n 4Ft C o]ADFAY. F DIN, o 1, VLE.,. .,9 F_t_.. MCP L u ...+NPS1 .v I PALITNE .Or .Ili. , .°w, TS LL .t PLTP1. s..,, ,. ea,_,.t r.z �,.... r !:..,>r. VAV . °A x „n,... :fL.. .. ? U:. 1 O4G :. {4 -.E 1­15 wt.n _ All, . _.�.,. :£ .'•E ^.+,R C{x.,. 'v[[9 n c cr c t .._ I.,'ti VD J3? C ,L O t E 3 i rv.,Fa.. s_ .r., To I, .r,._.:_,.. ,,__,, ca , o.N... > >.c., >n._. .e,.. co... c... r as , r a,..iI r:..Rr;�r�. io F tRa ;rti.G. �, u,._ m nnas M1Sv:_. n._:lt ,u. _.- c. a._ r,n,r sc:.ts E 7F- C ,., . aC5 rnY Vt 1CZ.. t ✓1..., c.lrS- �.:_H.,1. v.. n'...R .,, ,, vAii. t /nl,.C„- _ PEDESTRIAN CURBS RAMP PLA E HO.. ENGINEEPiNG E?EPAR TME P NT : �., ,j. 2 offsffe _E ;, t, Iu _ _ ,t:,z `_;07 4cr p y,acelnexL 0,z ; pipe ,ur s - 3 both fa L„- C, sfc;si et r, ^'r, up t R.Hoa, ,I p pc'. )SOME RIC id TC _ S Pi' Reinfo,ced Are:O _ shafl r ti .. ?t n5t,,hPd t1huit T o5i, .>3ards" 2 All v; rl inforced Con_rete Apr,,s on » r E;pe _nd:! be Uee beck S ,ripe rc t^.n L rcn-. - or! . hf new d_!: `arced Co _ _te Ax...,,. , ,rd.' ne tied ._ .1. s. pipe cGlocent tb the a,v'o! _ 0 Off FLARED END SECTION EvSED:2 -10 ENGINEERING DEPARTMENT PLATE tad.: 31 fl8 ttc vauc r`:tirurnmrnci: xana Rn „'7 t Y CPL, ,( t. U ':J i �l rni t - .SJ Cr &,(B li P! AIES I I _ I -- c",.no -.rc -e . D r n TV S 1 o r. ^tr_rF. 1J US i `) I c PER cuiRc.)I i! I r r r A L cs, I t_ Sri. • ?c , _. D a a - .I 1 jtr n j— t SEC TIQP t 3 12 _! NCA FED DIME i 2(� -14 3/ 5 i 1 ! 0 -1/? 1 3.28 .., 3 -. 23 .- 25 3 _.<i /i 3.1_ —i 2u NOTES: Sri / b - Y 9 pFEGT0.:, ”' P 5 t .0 F C 4 C G 's W1.. . L ra- .-I. .a . I, a _ 'EL'T"-icy T, s-c: vnA. 7e ` _ c. c - n. s t -E L C GF ,.c va. v n. A TcP,u mt 'Le t: 'u i,Lt. LF :Y.i LlF tai G, ...CJ =ANS . . IS—III—­1 Yfa PATHI yr FVrt L .11PI tS Ic I xerna I _ cICAETE el A:ES SLIT _ „ N.0 *11 n° ALJAor,T ­11, R<Z..D,RI./ 1 ­V—Y, -. Y F ­Pt J. n'C ­t. a1 'T: tt ! .NV.'ACtLrzE.. ,.:+. - ffff OF DETECTABLE WARNING SURFACE TRUNCATED DOMES REVISE©: 5-12 r� - ry - - PLAIE Nt7,: 5G15A ENGINEERING DEPARTMENT 1I F" HhsAF. G.4ENG?:SPFCS \52 %SA.... . N G,­­ p r_c. 5r to ,_� c x lo. j(eel. SOS r I—FT`r_t \ !-1 { ,t r � - cch war \., i jd 5 Steel Bai,s 1, ,r tJ.is. rr'd "Ja.,h �•s 2 t - _.. J. - -s� Ste, PI.te 7 ,t l as i r I t 7 VIP, s I; •,C �S, 'J oL do _o c ­ t u G( L id r_ t ,pee. ,. P,;t D ­e jI L.. I,, 6e LAIL <.,st_r ­ r !Pnt. POND OUTLET CONTROL STRUCTURE REVi5W:1 -1D ENGINEERING .. DEPARTMENT NT PLATE NO.: 3109 VARIABLE c i /l SLOPE I I CURB Y f a 1 n 1 1 j M ND 01 2M0 L`lVle4 O 3GP- O CLASS tyASE ' ( UO d. I­)) i SuBGRA.DE ._ , SOIL EINDNEER Fi f u' �c T nPC �ij� 'r S VL .. 1 �3c h3 Y ?tG AND t_.,i _. EJ , H _. ° ..,. _0_ rl..vv T 4: I -tF lEtiE F ' iai ir! SJD OR � 1. U.�CI�. SUPPLY a M1. ,LANCE r 1-i ON. P € K Jrt ! .0 _N S6PL:. a_. !'L .. _ YEAR 1..., � r .. ,..C_E..v..t,E ., 3C UP J114 CITY ACCEPTAINCE. THIS DD AIL t 1F A M1 n . R ndt ur r . .4 F h • T- . 14 J! 10 RESIGN a s MAY cE RFI JIR G Dt ._ lilC- aR EX,5 rAv SUS --GRADE SC^iE_ CJ,.D, IC�.v S. J t 3' I � tLS t NOT rs Old -., D GN UASJ i.,�LE S�Cv, "I,0 .,AJTE MA _RiAL, B-ACK, J;R , OR C)4`„A. !i, 'SOILS ALLOWED, BITUMINOUS TRAIL REV75E1 1 -10 f n LASE N{3� Et4GINEERING DEPA E T R N FIDE tuuE:o- ENO sPECSsz1s �216 in SHEET REV. 9 OF