TOWNSHIP OF STANFORD STANDARD DETAIL PLATES

Transcription

1 TOWNSHP OF STANFORD STANDARD DETAL PLATES

2 SERES 1 APPENDX A Twnship f Stanfrd Standard Detail Plates STREET 100 Lcal Residential Rural Street Sectin - 9 Tn 101 Lcal Residential Urban Street Sectin - 9 Tn 102 Residential Cul-De-Sac Rural Sectin 102A Residential Off-Set Cul-De-Sac Rural Sectin 103 Residential Cul-De-Sac Urban Sectin 103A Residential Off-set Cui-De Sac Sectin 104 Driveway Detail: Rural 105 Driveway Detail: Urban 106 Mailbx Pullut Rural Sectin 107 Mailbx Lcatin Urban Sectin 108 Mailbx Supprt SERES 2 WATER SYSTEM AND APPURTENANCES 200 Water Service Detail (2" and Less) 201 Thrust Blck Detail 202 Typical Resilient Wedge Valve & Bx nstallatin -10" & under 203 Curb Stp Cver fr Paved Driveway nstallatin SERES 3 SANTARY SEWER & APPURTENANCES 300 Sanitary Sewer Standard Manhle 301 Shallw Sanitary Main Service Cnnectin 302 Deep Sanitary Main Service Cnnectin 303 nsulatin fr Water & Sanitary Sewer Pipe & Services 304 Standard Drp Manhle 305 Pipe Jacking Detail 306 Manhle Lid 307 Frcemain Effluent Sewer Service Cnnectin SERES 4 STORM SEWER APPURTENANCES 400 Skimmer Structure 401 Skimmer Structure with Weir 402 Skimmer Structures Screen Cver 403 Typical Treatment Pnd 404 Perfrated Draintile Lcatin Detail 405 Strm Sewer Standard Manhle 406 Slab-Tp Manhle 407 Standard Strm Catch Basin/Manhle " Diameter Shallw Depth Catch Basin 409 Standard Strm Manhle - Yard nlet " Precast Catch Basin Yard nlet 411 Standard Catch Basin 27" 412 Structure Casting (Mn/DOT 4110) 413 Strm Cver (Mn/DOT 4110) 414 Manhle Step (Mn/DOT 4180) 1

3 SERES 5 EROSON CONTROL & LAND APPURTENANCES 500 Articulate Cncrete Blck 501 Silt Fence 502 Wd Fiber Blanket nstallatin 503 Rck Cnstructin Entrance Mn/OOT Turf Establishment Areas (Culvert Ends) SERES 7 CURB & GUTTER 700 Surmuntable Cncrete Curb & Gutter 701 Curb Transitin at Catch Basin 702 nlet Casting Mn/OOT 7100 Cncrete Curb & Gutter (B618) SERES 8 BARRCADES, SGNS, MARKERS, ETC. 800 Street Sign nstallatin Mn/OOT 8002 Permanent Barricade SERES 9 UTLTES 900 Lcatin f Utilities 2

4 w z ::::i > l e:::: w 0.. e:::: 0.. GRAVEL SHOULDER BTUMNOUS" 2%_0 MnDOT 3138 CLASS 2 " 40 MATERAL CLASS 5 BASE C=;.,.. =--io '4".,..,' ':,<r ' ',4;:.: VARES 3' 14' 14' '" t t 2% ---i-...j-..- CONSTRUCTON EASEMENTS AS NEEDED w z ::J >- Z l- e:::: 3 _' L_VARES :) --- f",",3s=/13ve'w' AY..,..,.. ' t=fj= SHO:: ULDERji</.: FT. CULVERT 15" MN DAMETER " (MN) A & 8 BTUMNOUS MAT 6 MN DEPTH OF TOPSOL C CLASS 5 GRAVEL BASE 35' WDTH D APPROVED SUBGRADE 36' WDTH AGGREGATE CLASS 3 OR 4 OR GRANULAR BORROW WTH GEOTEXTLE FABRC ON SOLS WTH R VALUE <15 LEGEND AGGREGATE BTUMNOUS SURFACE BASE SUBGRADE WEAR NON-WEAR CLASS 5, CLASS 3, OR 6 OR 4 SOL LVWE45030C LVNW35030B R VALUE A* B* C* D* R-70 ** 1 1/2" ** 2" ** 6" - R /2" 2" 6" 4" R /2" 2" 6" 4" R /2" 2" 6" 8" R /2" 2" 6" 12" R-5 1 1/2" 2" 6" 18" * TO BE REVEWED AND APPROVED BY QUALFED SOLS ENGNEER ** MNMUM ALLOWABLE DESGN THCKNESS, 100% CRUSHED APPROVED - NOTES: R VALUE S A MEASURE OF EMBANKMENT SOL RESSTANCE STRENGTH AS DETERMNED BY THE HVEEM STABLOMETER METHOD CUMULATVE DESGN LANE 18 KP ESAL'S S THE CUMULATVE DAMAGE EFFECT OF VEHCLES DURNG THE DESGN LFE OF A FLEXBLE PAVEMENT. LOCAL RESDENTAL RURAL STREET SECTON 9 TON STR-100

5 TOPSOL w 60' w z z ::J ' B _ B..J SURMOUNTABLE CONCRETE CURB & GUTTER PLACED ON APPROVED SUBGRADE (SEE PLATE 700) APPROVED * TO BE 16' -D <t 16' > t ::: W CL 4% MN. SLOPE 2% SLOPE CL....,',." """,,. '.'. -,;. -<:rx f, SEE PLATE >< ;»r- SUBGRADE -A & B BTUMNOUS MAT DRAN TLE, SYSTEM (AS -C CLASS 5 GRAVEL BASE 33 WDTH REQURED) APPROVED SUBGRADE 34' WDTH 14 FT. 1 3FT. r TOPSOL ("'--";"""h'/.... V- GRANULAR BACK FLL / 3 FT. >< >- AS AGGREGATE BASE --. L >< >< V 6" PERFORATED REQURED APPROVED SUBGRADE PVC PPE FABRC WRAPPED SOL DETAL - SUBGRADE DRAN TLE ROCK BEDDNG TO 2" OVER PPE LEGEND AGGREGATE BTUMNOUS SURFACE BASE SUBGRADE WEAR NON-WEAR CLASS 5, CLASS 3, OR 6 OR 4 LVWE45030C LVNW35030B R VALUE A B C* D* R-70 ** 1 1/2" ** 2" ** 6" - R /2" 2" 6" 4" R /2" 2" 6" 4" R /2" 2" 6" 6" R /2" 2" 6" 12" R-5 1 1/2" 2" 6" 18" REVEWED AND APPROVED BY QUALFED SOLS ENGNEER ** MNMUM ALLOWABLE DESGN THCKNESS, 100% CRUSHED NOTES: R VALUE S A MEASURE OF EMBANKMENT SOL RESSTANCE STRENGTH AS DETERMNED BY THE HVEEM STABLOMETER METHOD CUMULATVE DESGN LANE 18 KP ESAL'S S THE CUMULATVE DAMAGE EFFECT OF VEHCLES DURNG THE DESGN LFE OF A FLEXBLE PAVEMENT. LOCAL RESDENTAL URBAN STREET SECTON - 9 TON STR-101

6 --- " R.O.W. LNE '\ A \ A LOT LNE EDGE OF SHOULDER / ) EDGE OF PAVEMENT * MNMUN LOT WDTH REQUREMENTS ON CUL-DE-SAC SHALL BE MEASURED ALONG THE ARC AS SHOWN. NOTE: 3 28 FT. 34 FT. [--3 FT.--r-- 16 FT. 2' MN CLASS 5 AGG:'--:-:-:T-E-J-+'----i SECTON A-A APPROVED - RESDENTAL CUL DE SAC RURAL SECTON STR-102

7 \ \ R=80 FT. \ EDGE OF SHOULDER EDGE OF PAVEMENT NOTE: * MNMUN LOT WDTH REQUREMENTS ON CUL-DE-SAC SHALL BE MEASURED ALONG THE ARC AS SHOWN FT FT., APPROVED - RESDENTAL CUL DE SAC RURAL SECTON STR-102A

8 yr.o.w. LNE A '" \ \ A LOT LNE ) BACK OF CONCRETE CURB LNE \ / / >--- NOTE: * MNMUN LOT WDTH REQUREMENTS ON CUL-DE-SAC SHALL BE MEASURED ALONG THE ARC AS SHOWN. SURMOUNTABLE 32 FT. B TO B r GUTTERLNE BACK OF CURB CONCRETE CURB ==F=====f4%BOU=L=EY=A=R=D====== 10:::: "- TOPSOL SECTON A-A APPROVED - RESDENTAL CUL DE SAC URBAN SECTON STR-103

9 R=80 FT. LOT LNE, R.O.W. LNE 1\ 1 \ 1 "- TEMPORARY EASEMENT BACK OF CONCRETE CURBLNE. LL/ () Qcr-0' NOTE: * MNMUN LOT WDTH REQUREMENTS ON CUL-DE-SAC SHALL BE MEASURED ALONG THE ARC AS SHOWN FT... B TO B APPROVED - RESDENTAL CUL DE SAC URBAN SECTON STR-103A

10 R.O.W. LNE «w 0::: «0::: «> * W -l :::> en -- 'r- SLOPE 6: 1 V-= = = = = = = = = = = = ( *WDTH EDGE OF DRVEWAY PULLOUT -- SLOPE 6: 1 EXTEND CULVERT TO =(] 10FT. BEYOND DRVEWAY - BOTH SDES 3' g' 2' * STANDARD WDTH - 16 FT. MAXMUM WDTH - 24 FT. EDGE OF BTUMNOUS J ROADWAY ** DRVEWAYS PAVED TO R/W OR HOUSE FRONT PLAN VEW 16' MN.-24' MAX. 6:1 SLOPE (MNMUM) 2' DTCH TYPCAL 15" DAMETER CULVERT (MNMUM) CROSS SECTON VEW APPROVED - RURAL DRVEWAY SECTON STR-104

11 R.O.W. LlNE_ ---r-- _ «w 0::: «C\ 0::: «> w -l :J en /;r SURMOUNTABLE L BTUMNOUS, CONCRETE, OR GRAVEL DRVEWAY *WDTH CONCRETE CURB CONCRETE APRON * STANDARD WDTH - 16 FT. MAXMUM WDTH - 24 FT. EDGE OF CURB ASPHALT ROAD APPROVED URBAN DRVEWAY SECTON STR-105

12 1 \ \ \ \ \... \ \ f " TO 12" MALBOX AND SUPPORT >- «0 «0 0:::: SHOULDER ROAD PAVEMENT APPROVED - 1 3' ' L(')! g x 1...J L(') _ t' L('),..--, ---,, r 1 1 DESGN ROADWAY WDTH 3' 4' S OULDER X) -l-.j 'f) AT MALBOX N PULLOUT SECTON 2" BTUMNOUS OVER 6" CLASS 5 AGGREGATE BASE COURSE SECTON O=--8/2_00_9 --l SEE PLATE 108 FOR APPROVED MALBOX SUPPORT NOTE: TAPERS MAY BE REDUCED F 34' SECTON EXTENDS TO DRVEWAY PAVEMENT LOCATON OF PULL-OUTS SHALL BE STAKED N FELD PROR TO CONSTRUCTON. MALBOX PULLOUT RURAL STREET SECTON STR-106

13 MALBOX r :-- c "<;j- 0 - L{) "<;j- 8" MN. 12" MAX. CURB FACE OR GUTTERLNE r """,'''', SEE PLATE 108 FOR APPROVED MALBOX SUPPORT APPROVED MALBOX LOCATON URBAN STREET SECTON STR-107

14 BOLT WOOD FLLER TO PPE BEFORE ATTACHNG "-.. MALBOX '" O----< J CD 1-1/4" THCK 1.(l)J WOOD 1/4" DA. X 4" CARRAGE BOLTS AND CLAMP AVALABLE WHERE AUTOMOBL TAL PPE FTTNGS ARE SOLD SECTON A-A DRLL 5/16" DA. HOLES FOR 1/4" DA. CARRAGE {j} TOP VEW 1-1/4" NOMNAL PPE, CUT TO FT- -r".,- - 0 TOP OF RECOMMENDED MAL BOX SZE 1A (1-1/2 WOOD \ FLLER \ APPROXMATELY 8"W X 21"L X 10-1/2"H B" r:-----; ;-1 1 L-- A /4" NOM. 45" ELBOW FOR 1-1/4" NOM. PPE 30-1/2" LON...J 1-1/4" NOM. PPE, 5" LONG, CUT «JJ AS NECESSARY TO ADJUST HEGHT a::: a:::... 1" PPE, 9" LONG : 1-1/4" NOM. PPE, 2-3/4" LONG, CUT AS NECESSARY : TO ADJUST HEGHT M DRLL g TAL PPE CLAMP - v- DETAL 0 l- ) ROADWAY VEW PPE/POST CONNECTON <ll- Z 3/B" DA. u -/16"DA. 0 BOLTS -+- _ g: i-----l.jll- HOLES FOR N l-- 6 FT. MN. FLANGED CHANNEL SGN. POST (3 LBS/FT) PER SPEC JJ-///\ \ NOTES: U- ALL PPE AND PPE FTTNGS SHALL CONFORM TO SPEC ALL FASTENERS SHALL CONFORM TO SPEC TEM NUMBER NO. REQURED APPROVED - DESCRPTON 1-1/2" THCK WOOD FLLER CUT TO FT SNUG UNDER MALBOX 1 / 4" DA. X 4" LONG CARRAGE BOLTS AND NUTS 45" ELBOW FOR 1-1/4" NOMNAL PPE " NOMNAL PPE CUT TO FT 6 FT. MN. SGN POST (3LBS 1FT.) 5/16" DA. BOLT NUT & _OCKWASHER 1-174" NOMNAL PPE 30-1/2" LONG 1" PPE 9" LONG 1-1/4" NOMNAL PPE, 5" LONG 1_1'/4" NOMNAL PPE, 2-3/4" LONG TAL PPE CLAMP NO. 10 X 1 SHEET METAL SCREWS MALBOX ALL MATERALS SHALL BE GALVANZED PER SPEC MAL BOX LOCATONS SHOULD BE STAKED BEFORE NSTALLATON FOR PROPER HEGHT AND DSTANCE FROM THE ROADWAY. ONCE STAKED, THE NSTALLER MUST NOTFY THE ENGNEER. THE ENGNEER WLL BE ALLOWED 4B HOURS TO REVEW AND MODFY THE STAKED LOCATONS PROR TO FNAL NSTALLATON. OTHER MnDOT APPROVED MALBOX SUPPORTS MAY ALSO BE USED. THE MALBOX TO BE 8 NCHES TO 12 NCHES OUTSDE THE EDGE OF SHOULDER OR 8 NCHES FROM THE FACE OF CURB. SUPPORT STEEL PPE WTH FTTNGS AND STEEL FENCE POST (SNGLE SUPPORT) STANDARD PLATE NO" STR-108

15 ;:0 ft1 < iii ft1 en z " JJ - z en ::r: -u ' -u HEGHT OF CURB BOX TO BE ADJUSTED TO 1" BELOW PROPOSED GRADNG PLAN AS REQURED W Z -l Z W 2 W (f) «W STEEL POST PANTED BLUE EXTENSON ROD CURB BOX MPLS PATTERN ct. 1" COPPER WATER SERVCE CORP. :;;:: Z W Z -l Z W 2 W (f) 1i:5 --CURB BOX (f) -» Z»;0-10 i N""'O r 0» - 1'1 z. = X) z _ 1.0 SANTARY SEWER WATER SERVCE DETAL WATERMAN

16 -l r-6 " lo. A A Cl t j- Cl lo. z ::::i: UNDSTURBED SOL PLAN '8' AT BEND UNDSTURBED SOL PLAN 'A' "-Y' ,-,."7..'...,..;'.. 1 '-6"... l:l---+-_---'t_ z. :,..;,:.;,:: :""".':"-';::*')+: ' ::::[' r:;[.f!}/.:; NOT LESS THAN 6" SECTON '8' AT BEND D/2 t. NOT LESS THAN 6" SECTON 'A' 1'-6" D D/ PS CONCRETE 28 DAY STRENGTH lo NOT LESS THAN 6" 6'-_ COVER FTTNG ENCASED N CONCRETE WTH POLYETHYLENE OR BULDNG PAPER PROR TO POURNG APPROVED -..!.P-,L"",A-,-N_'.!...A!!..A",-' CONCRETE THRUST SECTON 'AA' BLOCKNG WAT-201

17 FNSHEDl GRADE r 1 /8" MN. TO 3/8" MAX. i': W > u VALVE BOX ASSEMBLY BASE -t--- 2" OPERATNG NUT (OPEN LEFT) 6==f'==C:l=9===<=' --- V A LV E AL G N M E NT D EV C E (SEE SPECFCATON) L---.-J---- BLOC K NOTES: CONTRACTOR SHALL USE A VALVE STEM ALGNMENT TUBE TOOL TO MANTAN VERTCAL ALGNMENT WHEN BACKFLLNG THE VALVE BONNET AND VALVE BOX ASSEMBLY. THE ALGNMENT TUBE SHALL CONSST OF METAL PPE WTH A SQUARE NUT RECEVER SECURELY FASTENED TO THE END FOR PLACEMENT ON THE VALVE OPERATNG NUT. ALL VALVES SHALL BE FTTED WTH EXTENSON RODS. APPROVED - TYPCAL RESLENT WEDGE VALVE AND BOX NSTALLATON 10" AND UNDER WATER MAN WAT-202

18 FNSHED GRADE (BTUMNOUS) 8" -- "......'.. ':'".. ':' ',' " '. ". :....L...J ',,'. ", -:".... '....',,'. " ",:...: " '.,,'.,',. '.. -:.: '.,,'.... ",. '.,',,'. CLASS 5 APPROVED - CURB STOP COVER FOR DRVEWAY NSTALLATON WAT-203

19 GROUT BOTTOM TO SLOPE TOWARD PPE AS SHOWN BY ARROWS 2" THCK CONCRETE ADJUSTNG RNGS MNMUM (2) AND MAXMUM (4) SHMS USED FOR LEVELNG SHALL BE METAL, PLASTC OR CONCRETE REDUCER SECTON POSTON OPENNG & STEPS ON DOWN STREAM SDE OR SDE BENCH SECTON A-A FORM 1/2 PPE SECTON OF LARGEST DAMETER PPE CASTNG AS NDCATED ON PLANS ;;:r====u-/ OR SCHEDULE,,p:==--- GROUT BETWEEN ADJUSTNG RNGS 1=::====:::;j -,-- AND CASTNG - ALL NTEROR JONTS SHALL BE GROUTED TO A SMOOTH FNSH...:;t APPROVED STEPS PER MN/DOT PLATE NO J 5" WALLS TO BE CONSTRUCTED OF PRECAST SECTONS. JONTS SHALL BE CONSTRUCTED WTH CONFNED O-RNG GASKETS. NEOPRENE RUBBER WATERPROOF GASKETS.. REQURED FOR r--.:j PPE NSERTS,.- A A MANHOLE NVERT SHALL BE SLOPED TO PROVDE SMOOTH 3" FLOW FROM NLET TO OUTLET CONCRETE SLAB --==:g!e:====:t_-l-e-6" BASE OR GROUT FLOW LNE AS SHOWN ABOVE t NTEGRAL BASE FOR ALL MANHOLES LESS THAN 14 FT. DEEP NCREASE BASE 2" PER 6 FT. OF DEPTH BEYOND 14 FT. APPROVED - SANTARY SEWER STANDARD MANHOLE 48" DAMETER, ECCENTRC CONE SAN-300

20 SDR 26 PVC SERVCE PPE SZE AS SHOWN ON PLANS TEE OR WYE BRANCH ---l ON SANTARY SEWER MAN SDR 26 45" BEND WTH WYE ONLY.:.. " ". CONCRETE ENCASEMENT 6" MNMUM THCKNESS - STEEL POST MN 4' ABOVE GROUND MARK WTH GREEN PANT PLAN MAN LNE VARES SDR 26 PVC PPE SZE AS ON PLANS * SDR BEND AT PROPERTY LNE * MNMUM 6LF PLUG SHALL EXTEND 2 FEET ABOVE LOCAL WATER TABLE w z :::i l Z w (/) «w COMPACTED BACKFLL LNE SDR 26 PVC PPE SZE AND SCHEDULE AS SHOWN ON PLANS TEE OR WYE----' SERVCE CONNECTON AT 10 OR 2 O'CLOCK POSTON ENCASE N CONCRETE MNMUM 6" THCK SANTARY MAN SZE VARES APPROVED - SHALLOW SANTARY MAN SERVCE CONNECTON SAN-301

21 -- STEEL POST MN 4' ABOVE GROUND MARK WTH GREEN PANT w z ::J - Z w :::i: w SERVCE SHALL BE 4" OR 6" AS SHOWN ON THE PLANS...--t"--:----"'---'---'--'"""'---'-.Lr C O M P ACTED BAC K F LL '....'. '.. "."...;". SDR 26 PVC PPE RSER (TYP.) SERVCE CONNECTON AT 10 OR 2 O'CLOCK POSTON ENCASE N CONCRETE MNMUM 6" THCK SANTARY MAN APPROVED - DEEP SANTARY MAN SERVCE CONNECTON SAN-302

22 NOTE: NSULATE ALL WATER OR SANTARY SEWER PPE CROSSNGS WTHN 2' OF STORM SEWER PPE WATER OR SANTARY -+--<:+ SEWER PPE,,-- POLYSTYRENE NSULATON BOARD MnDOT 3760, AASHTO M 230 PLAN D :::::::::::::::::::J MNMUM _ :Q f:1 L TWO LAYERS OF 12" CLEAR NSULATON BOARD TOTAL WDTH 5D MN. PROFLE MN. 4" THCKNESS STAGGER JONTS LENGTH 3D APPROVED - NSULATON FOR WATER & SANTARY SEWER PPE & SERVCES SAN-303

23 TYPCAL SLOPE BOTTOM TO PPE AS SHOWN BY ARROWS STANDARD SECTON A-A CONCRETE ADJUSTNG RNGS MAX. 4-2" RNGS TO BE NSTALLED MN. 2-2" RNGS TO BE NSTALLED "'" 5" <1;.: PRECAST ECCENTRC REDUCER SECTO APPROVED STEPS PER7 MN/DOT STANDARD PLATE 4180J STEPS 16" O.C 4'-0" WALLS TO BE CONSTRUCTED OF PRECAST SECTONS WTH R-4 JONTS r DUCTLE RON PPE FROM TEE TO UNDSTURBED SOL MN. 10FT --11 "r- t 6" TEE D..P. t W... CD <X: X <X: > MANHOLE NVERT SHALL BE.. SLOPED TO PROVDE SMOOTH : 4' FLOW FROM NLET TO OUTLET 4'.,,44.. N ALL6,DES,, , L.1".. <. 4' 4. :. 4. <"' APPROPRATE MATERAL ADAPTER OR CONCRETE RSER SECTON COLLAR 18" WDE & 8" THCK 3"x3" -.. FLL ALL VODS 10/10 MESH 4 WTH CONCRETE BRCK OR PRECAST HORSESHOES CAST N PLACE FOUNDATON 6" BASE OR NTEGRAL BASE FOR ALL MANHOLES LESS THAN 14' DEEP. NCREASE BASE 2" PER 6' OF DEPTH BEYOND 14' & RENFORCE WTH 6"x6" 1 0/1 0 MESH. NOTE: DP SHALL BE MN. CLASS 50 APPROVED - STANDARD DROP MANHOLE SAN-304

24 " RGHT OF WAY ROADWAY STRUCTURE ROADWAY PAVEMENT -- 8' MN 8' MN --- 8' MN CARRER PPE CASNG PPE SHALL BE WELDED STEEL PPE, NEW MATERAL, WTH A MNMUM YELD STRENGTH OF 35,000 PSG (POUNDS PER SQUARE NCH GAUGE) AND A MNMUM WALL THCKNESS OF (3/8) NCHES CASNG 1" MN. VARES VARES APPROVED - CARRER PPE " MN. NSDE DAMETER OF CASNG MN 2" GREATER THAN OUTSDE DAMETER OF CARRER. PPE JACKNG DETAL SAN-305

25 en Z " JJ - z en "'U» -u -u :::0 0 0 CXl< "--1"'1 NO gl U> ---i» Z U>)>»;:::0 Z (.NlJ r m» ---i ft Z. < -u «(2) C.1. UFT HANDLES 2" HGH RASED LETTERNG ::-2n1" C J C 1/2" SECTON 8-8 HALF SCALE 1/4" "'<t "-.. t<') L() N CROWN_:_,llt- 7 / 8 " /fee 3/ 41fa!-.. - SELF-SEAL DETAL (3) STACKNG 120 APART lo "-.. t<') 1/4" H-1/4" TREADS MACH. GROOVE N LD SEAT FOR 1/4" DA. POLYSOPRENE GASKET 40 DUROMETER SELF-SEAL DETAL QUARTER SCALE 3/16" HGH \=JL / 8 ", =0=0 0=0= t --' '=0=0 :: 0=0= 00.,---t - :.q. 3/8"---- "-.. SURFACE DESGN NOTE: SOLD SEALNG COVER NEENAH R1733 OR APPROVED EQUAL ALL DMENSONS SHOWN ARE N ENGLSH MATERAL: CAST GRAY RON ASTM A-48, CLASS 358 FNSH: NO PANT WEGHT: 122# MANHOLE LD DETAL t

26 C -u (J) Z -n JJ -- :E z (J) :c '1J (j) -» Z (j)>»;0 Z (;.!- r '-..» - rr Z Z w w w :; :; «(f) 33' 33' b;:1 RGHT-OF-WAY RGHT-OF-WAY b;: «>- >- 8" ORENCO ACCESS RSER 1 t5 l w NSTALL LEVEL WTH GRADE «...J 0 0 X - X X TRAC.ER WiRE BOX.'\ \=> Q.., STEEL POST Q.. By OTHERS \ PANTED GREEN l=l ='.J NS.U.!J,TED COPPER --\ TnN",!(;,1''$j" 11>fR' ';. q_ '-<) v \ \ 4' OTH[RS \ ---- \. \ ), J 2" HDPE FM ::::::::...-::--=--=--- :..=---== , / ,==c.-:=...-:.---- t:;j:; ricemlun S[RVCE -- lateral BY OTHeRS 2.0" CHECK VALVE 2.0" BALL VALVE SUPPLED AS AN ASSEMBLED UNT MANLNE FORCEMAN EFFLUENT SEWER SERVCE CONNECTON

27 HAALA GRATE OR EQUVELANT 1 OVERFLOW ELEV 1 SEE NOTE 48" 4 PRECAST MANHOLE SECTONS r RCP OUTLET PPE NORMAL WATER ELEVAT0t:! " MNe RC)Ni-L-ET--,- ' J - -- h FLOW NTEGRAL BASE NOTE: THE OVERFLOW ELEVATON SHALL BE AT OR ABOVE THE PEAK 2-YEAR STORM EVENT ELEVATON SKMMER STRUCTURE HAALA GRATE OR EQUYELANT 11 NORMAL WATER OVERFLOW ELEVATON SEE NOTE 12"EET: 48" PRECAST MANHOLE SECTONS r RCP OUTLET PPE FLOW RCP NLET PPE NTEGRAL BASE APPROVED - NOTE: THE OVERFLOW ELEVATON SHALL BE AT OR ABOVE THE PEAK 2-YEAR STORM EVENT ELEVATON SKMMER STRUCTURE STM-400

28 DOWNSTREAM SDE OF WER '"....:.. A. f.- :.,. :A '....." :. ", '...'".- :.:. A....! :.",.,:. "'....",... UPSTREAM SDE OF WER MANHOLE (WALL OR BASE).. ",.. NOTE: 6" #4 ANCHOR PRE-CAST NTO MANHOLE 12" O.C. 1. THE FOLLOWNG MAY BE USED AS AN ALTERNATVE TO THE PRE-CAST ANCHORS: HVA ADHESVE ANCHOR SYSTEM, WTH HVA ADHESVE CAPSULES AND #5 REBAR, AS MANUFACTURED BY HLT CORP OR APPROVED EQUAL. 2. RENFORCEMENT BARS N WER NOT SHOWN. WER WALL AND BASE 48" HAALA GRATE OR EQUVELANT 11 4 OVERFLOW ELEVATO SEE NOTE PRECAST MANHOLE SECTONS NORMAL WATER ELEVA;.:-T=O..:...:.N ;,--_ 12" MN. 6" #4 REBAR 12" O.C. EW OUTLET PPE FLOW NLET PPE SEE DETAL FOR WER WALL AND BASE. NTEGRAL BASE APPROVED - NOTE: THE OVERFLOW ELEVATON SHALL BE AT OR ABOVE THE PEAK 2-YEAR STORM EVENT ELEVATON SKMMER STRUCTURE WTH WER STM-40 1

29 8" LONG HNGES 1 / MNMUM 1/2" PN / N \ CX) f) 1/4" THCK BY 1 1/2" WDE BY 56 5/ 8") LONG STEEL PLATE GRATE GALVANZED W "\ \./ / f ".,, "'- '-.. f'-., lf, "'- JJ v i-'" 1/2" DAMETER, 6" LONG (S.S.) THRE ADED ANCHOR BOLTS WTH 1 1/4" FLAT WASHER '\ AND NUT N 4 LOCATONS 1\ \ 1\ H / / 5/8" SMOOTH STEEL ROD 4" O.C. EACH WAY WELD AT EACH NTERSECTON 1" X 1 1/4" STEEL PLATE STEEL BAND 1 /4" THCK BY J 1/4" THCK WTH 5/8" HOLE WELDED TO STEEL RODS 1 1/2" WDE BY 7'-6 5/8" LONG WRAPPED AROUND AND PCAL' 4 LOCATONS WELDED TO STEEL RODS 1-"---57" HNGED GRATE / /' --- /' --.." "\ TOP VEW 5/8" WELD ALL TYPCAL 1/4" 1/2" TYP. 1/2" DAMETER, ANCHOR BOLT. MNMUM 4" EMBEDMENT 5" " - NLET PPE \ NOTE: GRATE SHALL BE HOT-DPPED GALVANZED AFTER FABRCATON OUTLET PPE FLOW... SCREEN COVER FOR 48" DA. OUTLET STRUCTURE APPROVED - STM-402

30 ;:0 ft» -u -u ;:0 < lll a a ft OJ <... ft N a 551 <- ----'----- en Z '"T JJ - :E z en :c -U (f) -» Z (f)> -1;0 3::0 "1J r tn» - rr1 z. TO P 0 F BERM b, \ 10' MN. - '" FREE BOARD l' MN. 100 YEAR STORM /. EVENT PEAK ELEVATON OUTLET' ---- STRUCTURE -< 4' AVG. -0» r z. C ;0 61 (f) () F= '1;0 rrl» ---- rrl Z ---- OJ» (j) z... EXCAVATE TO NORMAL WATER LEVEL 10' DEPTH TRAPPED SEDMENT MN. 20% OF POND VOLUME NOTE: 1. SLOPES SHALL BE NO STEEPER THAN THOSE SHOWN. s " OUTLETS TO DETENTON PONDS MAY BE SUBMERGED BY UP TO 1/3 OF THE DAMETER BELOW NWL, HOWEVER, TALWATER SHALL NOT EXTEND UPSTREAM TO THE FRST STRUCTURE. 2. AN EMERGENCY RPRAP OVERFLOW SHALL BE PROVDED ' WDE ACCESS ROUTE TO BE PROVDED TO SKMMER STRUCTURE/RPRAP OVERFLOW 4. TOPSOL SHALL BE PLACED ON POND SLOPES FOUR NCHES THCK TO A DEPTH OF FOUR FEET BELOW NORMAL WATER LEVEL. br." ---- \O:\J=<= ----l

31 ... CONNECTON TO STORM SEWER STRUCTURE SHALL BE AT SPRNG LNE OR 6" MN. ABOVE OUTLET ALL GROUTNG MUST BE AN APPROVED NON-SHRNKABLE GROUT. CONNECTON TO STORM SEWER GROUT DRANTLE _4% r TOPSOL (c":,... ;..,.,. :..... :SEGRA:NUL:A:RB:ACK FLL AGGREGATE BASE GRANULAR SUBBASE ;' APPROVED SUBGRADE 6" PERFORATED PVC PPE FABRC WRAPPED "'-ROCK BEDDNG TO 2" OVER PPE COARSE FLTER AGGREGATE MNjDOT 0.05 TONSjL.F. FLTER FABRC WRAP SHALL BE MRAF1 NONWOVEN (140 NL) EXXON NONWOVEN (GTF-130EX), AMOCO NONWOVEN (4545), OR APPROVED EQUAL. APPROVED - PERFORATED DRANTLE PPE STM-404

32 FORM 1/2 PPE SECTON LARGEST DAMETER PPE 1 SECTON A-A CONCRETE ADJUSTNG RNGS MAX. 4-2" RNGS TO BE NSTALLED===// MN. 2-2" RNGS TO BE NSTALLED GROUT BOTTOM TO SLOPE TOWARD PPE AS SHOWN BY ARROWS CASTNG AS NDCATED "i1='====i?on PLANS OR SCHEDULE GROUT NSDE AND OUTSDE OF CASTNG & ADJUSTNG RNGS SHMS USED FOR LEVELNG SHALL BE METAL OR CONCRETE "<t --- STEPS AS PER MN/DOT STANDARD PLATE 4180J A 16"O.C. 0::: «WALLS TO BE CONSTRUCTED OF PRECAST SECTONS. JONTS SHALL BE CONSTRUCTED WTH CONFNED O-RNG GASKETS. -,->+--- MANHOLE NVERT SHALL BE SLOPED TO PROVDE SMOOTH FLOW FROM NLET TO OUTLET SEE SECTON A-A APPROVED - 3" CONCRETE SLAB GROUT FLOW LNE AS SHOWN ABOVE 6" BASE FOR ALL MANHOLES LESS THAN 14 FT. DEEP NCREASE BASE 2" PER 6 FT. OF DEPTH BEYOND 14 FT. 5" PRECAST BASE MAY BE USED FOR MANHOLES LESS THAN 14 FT. DEEP. STORM SEWER STANDARD MANHOLE STM-405

33 MANHOLE COVER SHALL BE TYPE WTH 27" ECCENTRC OPENNG FRAME & CASTNG (SEE MH & CB SCHEDULE) W -l c «0::: «> --,----- t c 0::: 0 lo.', -. t.. :':, ;: ;.::.t;({ rcr=======?l /,.. ' ; APPROVED STEPS PER.. MN/DOT STANDARD PLATE 4180J -.. :r' VARES " :.: :... ',.. i PRECAST OR CAST N PLACE LOWER SECTON.' "..:; GROUT NSDE AND OUTSDE OF CASTNG & ADJUSTNG RNGS CONCRETE ADJUSTNG RNGS 2 MN. - 4 MAX. "-10-- MANHOLE TO BE CONSTRUCTED OF PRECAST CONCRETE SECTONS MN. CLASS RENFORCEMENT FLOW ===? i-- GROUT LNE SHALL BE UNFORM SLOPE BETWEEN Cl PPE NVERTS J c 0::: VARES POURED OR PRECAST CONCRETE MANHOLE BASE BASE 6" - 12 ft DEEP 8" - 12 ft TO 20 ft DEEP 10" - OVER 20 ft DEEP APPROVED - SLAB TOP MANHOLE (STORM SEWER) STM-406

34 15" CENTER OF STUCTURE TO BACK OF CURB A MNMUM OF THREE APPROVED HANDLNG DEVCES AT 120 SPACNG. COVER SLAB Mn/DOT 4022A 1 1/2" MN. RENFORCEMENT CLEARANCE CASTNG NEENAH 3067 OR EQUVALENT WTH CONCRETE ENCASED DL OR DR GRATE \ ADJUSTNG RNGS Mn/DOT PLATE 4026A TOP OF CURB MNMUM 2, MAXMUM 4, FLOW ::i : 2" THCK ADJUSTNG RNGS A LNE, 5ii -=COjji COVER SLAB 1: _. / 1 Mn/DOT 4022A 4" MN -L.... ':.. Y T :. '...' 4 td --,---,-- STEPS AS PER MN/DOT 5".:- PRECAST SEGMENTS AS STANDARD PLATE 4180J " REQURED N 1 FOOT rl MULTPLES SEAL PPE WTH GROUT 48" =-= _ GROUT NVERT PRECAST LOWER SECTON MNMUM 36" HGH MAXMUM 48" HGH Mn/DOT PLATE 4005L LOWER SECTON 4: ': ',. :".... 4' -0" 5'-4" STANDARD STORM MANHOLE MNMUM COVER FLOW LNE - TO TOP OF PPE = 2 FEET APPROVED - STM-407

35 14" MN. 2' -0" A MNMUM OF THREE APPROVED HANDLNG DEVCES AT 120 SPACNG. 1 1/2" MN. RENFORCEMENT CLEARANCE COVER SLAB Mn/DOT 4022A CASTNG NEENAH 3067 WTH DL OR DR GRATE CONCRETE ENCASED ADJUSTNG RNGS Lr'-=Yl-_--t-_-r-=-., , 4", lo. ::::.".:j". -,--_---+-_=:' <.0 :?! w T :::>1-0:: :?! 1-:::> _ 0:: (f) -(f) Zw«uw":.:t :?!a..:::>:: 0:: 0:: «. a.. ti;> N MNMUM PPE DA APPROVED - MN. DEPTH Mn/DOT r PLATE 4026A COVER SLAB Ml n / DOT 4022A.'. STRUCTURE Mn/DOT PLATE 4024A GROUT NVERT STANDARD OPENNGS. 1 AS REQURED p PPE DA. OPENNG SZE.. ',..s... :.:.. ' :.... ':... :... (N.) (N.) SECTON A-A C.B. DEPTH - 30 FLOW LNE TO NVERT MNMUM DEPTH WTH 2 RNGS 41 N. 41 N. 45 N. 45 N. 48 N. 48 N. 51 N. 51 N. 48 NCH DAMETER SHALLOW DEPTH CATCH BASN MAXMUM 24 NCH DAMETER PPE SZE STM-408

36 CONCRETE ENCASED CASTNG NEENAH R-4342 ADJUSTNG RNGS OR EQUVALENT Mn/DOT PLATE 4026A STOOL TYPE GRATE MNMUM 2, MAXMUM 4, l \ 2" THCK ADJUSTNG RNGS 4".,( _;;;_ \..,----,.._....,... "-:-:-'"...,..;. /loh : 'j' '. t ;':. T 5" '.'.. ri SEAL PPE WTH GROUT TSTEPS - t 16"0.C. - 48" '-= ,a,,:. f;:).>.. :"::>'.,. :j:;... ;. ::.::.:... :-.. : ::::::::::: :.'. :... '.,,4..:.4.',..'...,.'.. J =---"'-:-' ---- STANDARD STORM MANHOLE-YARD NLET APPROVED - STM-409

37 A l-h-t---- A TOP VEW CONCRETE ENCASED ADJUSTNG RNGS Mn/DOT PLATE 4026A - CASTNG NEENAH R-4342 OR EQUVALENT STOOL TYPE GRATE 4" u---mnmum 2, MAXMUM 4, 2" THCK ADJUSTNG RNGS,4',. 5".,', 27" f =:..! l.... :...; :.... SEAL PPE WTH GROUT RENFORCNG: SNGLE LNE STEEL WRE FABRC HAVNG AN AREA OF NOT LESS THAN 0.12 SQ. N. PER FOOT OF HEGHT. APPROVED - 27" PRECAST CATCH BAS N YARD NLET STM-410

38 CENTER OF STRUCTURE ' - #4 REBAR :.;... ',.'.;... ",. x <C ::::ie..- ALL NTEROR JONTS <l SHALL BE GROUTED. TO A SMOOTH FNSH.J "----1 '. f#. < "--CONCRETE ADJUSTNG RNGS 2 MN. - 4 MAX. 5" <l <1 WALL RENFORCEMENT 1'0 1-1/2" n <l. <1,. <l. SLOPE 1" / PERFT. M N. - t- z f. F. :;;;.<1.... ':<l'";;;;..f;;;;;;.f, Ll"... r----== - <1 <l ::::ie. <l 2" CLEAR APPROVED - STANDARD CATCH BASN STM-411

39 NEENAH R-3067 DR/DL CASTNG CASTNG -.;t... \." 'J.,... {J.,'".', 24" X 36". l / WALL TO BE PRECAST.- SECTON 1. : PRECAST OPENNGS AS REQURED x «::::E '..... '00,.:.'.:",... " '4'....,". ": "... 4' :'. '. 3" '-6" X 4'-6".1 RECTANGULAR NOTE: 1. CONCRETE ADJUSTNG RNGS MN. 2-2" RNGS MAX 4-2" RNGS 2. CONCRETE BASE SHALL 6" POURED N PLACE OR 5" PRECAST SLAB. APPROVED - 2' X 3' CATCH BASN STM-411 B

40 A A l r---+-j 15/32"l HALF TOP VEW -----f 26" DA " DA. 5 MACHNED FNSHED 13/16"" rfnshed - 7/8" SEAT 1 t 6d 1_3_/_16_"_R_ 516,,_1/)r J sl /16" DA. "''" t /16" DA /16..._ 3-15/16" t SECTON A-A NO NOTES: THS RNG CASTNG TO BE USED N CONJUNCTON WTH MANHOLE COVER NO " CASTNG NO (118 LBS.) CD ALTERNATNG GUSSETS (3 EACH). APPROVED - STURCTURE CASTNG (MnDOT 4110) STM-412

41 2" STACKNG LUG LFT LFT TOP VEW CASTNG NO. 716 BOTTOM VEW 1/4" CROWN h p: (/S" 25-3/4" 11-+1/ 4" 4- evl! 15 \ 1-1/4"J! 1/8" RAD.J L 1/8" RAD. --l 7/8" TYP. 1/4" RAD. TYP. SECTON LFT HOLE THREE STACKNG LUGS AT 120 APART NOTES: THESE COVERS TO BE USED WTH RNG CASTNG NO ed MACHNE FNSHED THCKNESS TO BE 13/16". (g) COVER SHALL BE MADE OF GRAY RON. CLASS LFT HOLE 1-1/4" DA. AT THE TOP, 1-1/2" AT THE BOTTOM. APPROVED - STORM COVER (MnDOT 4110) STM-413

42 :e TYPCAL METAL TYPCAL STEP ALGNMENT TYPCAL RENFORCED PLASTC STEP NOTES: STEPS SHOWN ARE BASC DESGN ONLY. FNAL CONFGURATONS MAY VARY FROM THESE DRAWNGS. VARATONS N THE ABOVE DESGNS WHCH WLL NOT DECREASE STRENGTH WLL BE PERMTTED. THE OFFCE OF MATERALS, RESEARCH AND ENGNEERNG WLL MANTAN A LSTNG OF APPROVED MANHOLE STEPS. CURRENTLY APPROVED STEPS ARE ALUMNUM, CAST RON AND STEEL RENFORCED PLASTC. SELECTON OF APPROVED STEP DESGN S THE OPTON OF THE CONTRACTOR OR SUPPLER. STEPS SHALL BE EMBEDDED N THE RSER OR CONCAL TOP SECTON WALL A MNMUM DSTANCE OF 3 N. THE RUNG OR CLEAT SHALL PROJECT A MNMUM CLEAR DSTANCE OF 4 N. FROM THE WALL OF THE RSER OR CONE SECTON MEASURED FROM THE PONT OF EMBEDMENT. THE MN CLEAR DSTANCE BETWEEN THE RUNG OR CLEAT AND THE OPPOSTE WALL OF THE MANHOLE RSER OR CONE SHALL BE 18 N. ALUMNUM STEPS SHALL CONFORM TO ASTM A, ALLOY AA MEASURED AT THE CENTER FACE OF THE STEP EMBEDDED LEG SECTONS SHALL BE GVEN A NEOPRENE PROTECTVE COATNG OR EQUVALENT FOR CORROSON PROTECTON. <DSTEPS SHALL BE SPACED AT A MAXMUM DESGN COATNGS SHALL BE APPROVED BY MATERALS ENGNEERNG. DSTANCE OF 16" APART. STEPS SHALL HAVE A MNMUM CROSS SECTON EXCEPT AS OTHERWSE NOTED ON THS PLATE, STEPS SHALL CONFORM TO THE REQUREMENTS OF ASTM C478. APPROVED - DMENSON OF 1 VERTCAL SDE DMENSON TO PREVENT FOOT FROM SLPPNG OFF S MNMUM WDTH OF RUNGS OR CLEATS SHALL BE 10 N. MANHOLE STEP (MnDOT 4180J) STM-414

43 POUR CONCRETE COLLAR AROUND FES TO ANCHOR BLOCKS SEC. 8-8 t.z ««-Oil. C\ (/) NOTE: DMENSON E S GVEN ON STD. PL & D USE EQUV. D FOR PPE ARCH (SEE STD. PL FOR EQUV. D) 1.0' G) ARTCULATED CONCRETE BLOCK SHALL BE A HANDPLACED NTERLOCKNG CONCRETE BLOCK SYSTEM OR CABLE CONNECED CONCRETE BLOCK MAT. CD FOR PPES GREATER THAN OR EQUAL TO 48", USE GEOTEXTLE FABRC PER Mn/DOT SPEC FABRC SHALL COVER THE AREA OF THE ARTCULATED BLOCK MAT AND EXTEND UNDER THE CULVERT APRON 3 F A CABLE CONCRETE SYSTEM S USED, MULTPLE MATS MUST BE TED TOGETHER PER MANUFACTURERS SPEC. AND ALL CABLES PROTRUDNG BEYOND THE FNSHED EDGES SHALL BE CUT FLUSH TO THE BLOCK. APPROVED - ARTCULATED CONCRETE BLOCK AT R.C.P. OUTLET EROS-SOO

44 TYPE V --"" GEOTEXLE FABRC SECTON 8-8 RPRAP SECTON A-A A CDFOR PPES GREATER THAN OR EQUAL TO 48" USE 2.0' 2' CONTRACTOR MAY SUBSTTUTE A GEOTEXTLE FABRC, SPEC FOR THE GRANULAR FLTER BLANKET UNLESS OTHERWSE SPECFED N THE PLANS. THE FABRC SHOULD COVER THE AREA OF THE RPRAP AND EXTEND UNDER THE CULVERT APRON 3 GUARD REQURED FOR 18" PPE OR AS PER MnDOT STANDARD PLATE UNLESS OTHERWSE SPECFED N THE PLANS. APPROVED - 07/2009 a PLAN RPRAP PLACEMENT EROS-SODA

45 MnDOT r PREASSEMBLED MN. 2 1/2' F 6X6 EARTH FLL l FENCE MATERAL ---i 6" APRON 5' POSTS - 8' MAX. ON CENTER MNMUM 2' PENETRATON REF. MnDOT 3886 APPROVED SLT FENCE EROS-501

46 (J) -» z.." 0 :D C - 0 Z (J) <- 0 "U. z 0 :c (j) (") "1J» r 1'1 (J) 0 rrj»/ :::U:::u 0 0 (J) 1-0 (}1r 0» N- rrj Z " - CD r'1 ;0 CD r» :z A r'1 --- :z tf) ---» r» :z» 0 c: --- tf) r'1 END OF UPPER BLANKET TO OVERLAP BOTTOM J \ 10" \----MN NOTE: WOOD FBER BLANKET MULCH ADJACENT PROPERTY END OF BLANKET BURED N 6" DEEP VERTCAL TRENCH WOOD FBER BLANKET SHALL BE PLACED AND STAPLED ACCORDNG TO Mn/DOT SPECFCATON K2 WTH THE FOLLOWNG EXCEPTONS. ADJACENT STRP EDGES SHALL BE OVERLAPPED A MNMUM OF 6". BODEGRADABLE STAPLE STAKES (PLASTC OR WOOD) SHALL BE USED N PLACE OF METAL WRE STAPLES. ECOSTAKES AND BOSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN WOOD FBER BLANKET.

47 SEDMENT TRACK OUT CONTROL HARD SURFACE PUBLC ROAD 50' MNMUM > 1"-2" WASHED ROCK PROJECT CONSTRUCTON AREA * ALTERNATE DEVCES AND METHODS REQURE TOWNSHP ENGNEER APPROVED PLANS. APPROVED - ROCK CONSTRUCTON ENTRANCE EROS-503

48 ::l "t "T1 0-0 Ql" :' 'f?:on Cl!i3 L 1 SOD ( SPEC ) ROAD SURFACE WOOD FBER BLANKET ( SPEC ) STAPLED AT l' 6" NTERVALS OR LESS ROAD SURFACE SEED WTH MXTURE 5 ( SPEC ) PROR TO PLACNG FBER BLANKET -t C ::0 l>--rj - f'l OJ(/) -t ;:g» CD Or c.(/) <:J: g;s:: -f'l Z g-t» ::0 -f'l» (/) N Ul -. Ul 0 r'1-0 l> ;JJ -i l/l S:-i r'1l> Z-i -< r'1 00 "Tj"Tj -is: ;JJl>Z zz l/lr'1 -l/l 00 ;JJ---< ---<» l> -i (3 Z l/l :;0-0 rlrl "Tj rl"tj ;JJ rl n Zl> n-i rl a Z SODDNG DETAL CULvERT DAMETER 15" & SMALLER S" 24" 30" 36" 42" 4S" 54" 60" 66" 72" 78" 84" 90" MULCHNG & SEED DETAL QUANTTES (SQ. YDS. ) AROUND CULVERT APRONS CD NLET APRON OUTLET APRON SOD OR MULCH AREA SOD OR MULCH AREA ( SQ. YDS. ) CULVERT ( SQ. YOS. ) "A" "B" "C" "0" METAL CONCRETE DAMETER METAL CONCRETE APRON APRON APRON APRON 7 8 3' 1.5' 3' 13' S" & SMALLER ' 3' 3' 16' 18" ' 3' 3' 18' 24" ' 4.5' 3' 22' 30" ' 4.5' 4.5' 27' 36" S 6' 4.5' 3' 42" ' 7.5' 4.5' 34' 4S" ' 9' 4.5' 37' 54" ' 9' 4.5' 39' 60" ' 9' 4.5' 39' 66" ' 10.5' 4.5' 41' : 72" ' 10.5' 6' 45' i 7S" ' 10.5' 6' 45' 84" ' 10.5' 6' 45' 90" - NOTES: AREA SHOWN N SQUARE YARDS S FOR ONE CULVERT END. FOR PPE ARCHES USE AREA OF EQUVALENT DAMETER PPE. AREAS AND DMENSONS ARE APPROXMATE AND ARE BASED ON CULVERT SLOPES. BUT NO STEEPER THAN 2: "A" "B" 4.5' 1.5' 6' 1.5' 7.5' 1.5' 9' 1.5' 10.5' 1.5' 12' 1.5 ' 13.5' 1.5 ' 15' 1.5 ' 16S S 16.5' 1.5' 16.5' 1.5' 16.5' 1.5' 16S 1.5' 16.5' 1.5 ' "C" 3' 3' 3' 3' 4.5' 4.5' 4.5' 4.5' 6' 6' 6' 6' 6' 6' "D" 13' 14' 16' 18' 23'! 25' i 27' 29' 33' 33' 34 ' 34' 35' 35' LO f---> N Vl -0---< zrl> l>z ---<0 r'1l> ;JJ DETALS ARE SHOWN FOR METAL APRON, THE SAME D1MENSONS. EXCEPT DMENSON "D", APPLY WHEN A CONCRETE APRON ls USED. DMENSON "D" MAY VARY SLlGHTL Y DUE TO DFFERENT WDTHS OF APRON FROM METAL AND CONCRETE. D1MENSON "D" SHOWN FOR 90" DA. APRON S FOR CONCRETE APRON CD ADDTONAL QUANTJT ES MAYBE SHOWN N THE PLAN OR REQURED BY THE ENGNEER.

49 / / / / / \ \ \ \ \ 101/2" 4" 7" APPROVED - SURMOUNTABLE CURB AND GUTTER CURB 700

50 30' CORNER RADUS EXPANSON JONT ' TRANSTON =:===+==::::::== 26" FACE OF CONCRETE GUTTER (B618 OR SURMOUNTABLE) -----EXPANSiON JONT STANDARD TRANSTON CURVE CASTNG PLAN (RADUS CURB) 1 0' TRANSTON 18' R 1 0' TRANSTON 24',/\ '" 1 0.5" STANDARD \ FLOW LNE CASTNG EXPANSON JONT B618 CURB AND GUTTER PLAN (STRAGHT CURB) SURMOUNTABLE CURB AND GUTTER 6 FOOT #4 HORZONTAL REBAR CENTERED ON THE CASTNG. APPROVED - CURB RENFORCNG (DESGN B CURB) NOTES: CD SEE CTY STANDARD PLATE NO. 702 FOR NLET CASTNG. CZ) PERMETER GROUT NOT SHOWN. SEE CTY STANDARD PLATE NO. 407 AND 408. CURB TRANSTON AT CATCH BASN CURB 701

51 f-l " J c "'" "- 1 0 T " 26" DA. " /2" DA NLET ASSEMBLY NEENAH FOUNDRY NO. R K OR APPROVED EQUAL. SEE CTY STANDARD PLATE 701 FOR CURB & GUTTER CONSTRUCTON AT CATCH BASN. ESS BROTHERS CASTNG 801 M MODFED S AN APPROVED EQUAL. --< APPROVED - CURB TRANSTON AT CATCH BASN -=-::RE::7.:V=:,.--20_09----l STAN FO R 0 TOWNS HP CURB 702

52 3" R. (USE 2-5/S" R. FOR 4" CURB 1 HORZONTAL DESGN B DESGN V NOTES: CD LONGTUDNAL JONT WHEN ADJACENT TO RGD PAVEMENT OR 8ASE. SEE STANDARD PLANS MANUAL FOR JONT NFORMA TON. G) SLOPE 3/4" PER FOOT NORMAL. UNLESS OTHERWSE SPECFED. F A DFFERENT GUTTER SLOPE S PERTTED. THE FORM MAY 8E TL TED. DESGN B D... ENSONS Z l:> -0. z H A /8" " " 13-1/2" /8" 15-1/2" B " 16-5/8" B /8" tt-5/6" W = 12" CONCRETE B B B81B B91S B1018 W = S" CONCRETE Z l:>. -0 l3% B B 'N = 24" CONCRETE W = 30" W = 36" CONCRETE CONCRETE : : B B " H DESGN V :z: t:>. -0 z DMENSONS A 6 S" 11-3/8" V /8" V612 6" 15-3/8" V81l 6" 16-3/6" V912 6" 17-3/8" V012 W 12" CONCRETE :z:: t:>. -0 :z:: V41B V618 V61S V918 VOLS W 18" CONCRETE &.8 :z:: l:>. -0 z: V424 V624 V824 V924 V024 'N 24" CONCRE1E W = 30" W = 36" CONCRETE CONCRETE V V V V V V V V B. V \ 12.4 V p ev.j =Z ACTNG STATE DESGN ENGNEER STATE OF MNNESOTA DEPARTMENT OF TRANSPORTATON CONCRETE CURB AND GUTTER DESGN B AND DESGN V SPECF'CA non REFERENCE A.K.J. STANDARD PLATE NO. 7100G

53 --- STREET NAME 8" DAMETER BY 12" DEEP CONCRETE SGN ANCHOR /»>/../', ',..- "-. "\/' '"/',/ />///)/'c f "-. 'j 11>] 1.1> 1>6.1 i APPROVED STREET SGN NSTALLATON TRAF 800

54 2'0" B'O" 4'0" 2'0" N :::, r-..,......,, :.. lz" DlA. X 6" LONG GAL VANZED BOLTS (CARRAGE. HEX OR SQUARE ) WTH CUT WASHERS ,, :.. N N,, l,,,', 1 ",',,, ' 4" X 4" X 8' 0" ' " TREATED WOOD POSTS, --- NO. 2 GRADE LUtJBER ---;,,, OR BETTER :!:,,, CD :!' :,,,,.. J l... ELEVA non (TURNS PERMTTED SHOWN) a:> N X a: n. n. -<,.,, -' " END VEW TOTALLY CLOSED ROADWAY TURNS PERMTTED TOTALLY CLOSED ROADWAY LEFT TURN ONLY TOTALLY CLOSED ROADWAY NO TURNS PERMTTED TOTALLY CLOSED ROADWAY RGHT TURN ONL Y NOTES: THE BARRCADE BOARD FACE SURFACES SHALL BE FULL Y REFLECTORZED N ALTERNATE SLVER-WHTE AND RED STRPNG. USNG REFLECTVE SHEETNG CONFORMNG TO THE REQUREMENTS r SPEC A2b. STANDARD NO.2. PROR TO NSTALLNG THE REFLECTVE SHEETNG. THE BARRCADE BOARDS SHALL BE GVEN A COMPLETE COATNG OF WHTE WOOD PRMER PANT FOLLOWED BY A SECOND COAT OF WHTE EXTEROR PANT APPLED ONL Y TO THE SURF ACES NO, COVERED WlTHREFLECTVE SHEETNG. THE BARRCADE BOARDS SHALL BE' COMPLETELY PANTED AND RErLECTORZEO SHEETNG APPLlE'.D SErORE BENG NSTALLED ON THE POSTS. CD ALTERNATE MATERALS ror POSTS MAY BE USED WHEN APPROVED BY THE OFFCE OF TRAFFC ENGNEERNG. u APPROVED AUGUS T 8, 1995 STATE OF MNNESOTA SPEC F CA T ON STANDARD DEPARTMENT OF TRANSPORT AT ON REFERENCE PLATE NO. Jj. PERMANENT BARRCADE 2554 STA TE DESGN ENGNEER 8002G

55 en Z " :D - z (J) :r: ""'0» \) \) ::U OJO "" NO gl (/) -» Z O -» (/):::0 0 0 lq"u r 0» - r'1 z. C \) z r : N g C)» 1 zl1,g z t (j'),., Ul -0 C OJ r n c r C) -1r----7 C) / , C) ) ED t..-- v t') f\ 'B L.J 6' 5' --{X}- ft1 NOTES: ALL SMALL UTLTES SHALL BE PLACED N A ft1 JONT TRENCH CONDUTS. N BOULEVARDS WHERE A SDEWALK S PRESENT, THE JONT TRENCH SHALL BE LOCATED BETWEEN THE... EASEMENT LNE AND THE EDGE OF THE =<! E SDEWALK. N BOULEVARDS WTH NO -3=<! SDEWALK THE JONT TRENCH SHALL BE LOCATED BETWEEN THE EASEMENT LNE AND THE FRE HYDRANTS WHCH ARE 3' BACK OF CURB. < C) L T _r=_1 EASEMENT (TYP) t WATERMAN N & E OF STREET CENTERLNE - ( ( SANTARY SEWER ON CENTERLNE ' 32' BACK TO BACK CURB RGHT OF WAY»11,»- STORM SEWER S & W OF STREET CENTERLNE il1 t < C) -