M P H. W13-1 [18" x 18"] (2.3 S.F.) W20-7a [48" x 48"] W13-1 (S) [24" x 24"] (16 S.F.) (4 S.F.) ROAD SHOULDER WORK WORK. W20-1A [48" x 48"] (16 S.F.

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1 STTE FEDERL PROJET NO. GENERL NOTES: 1. DIMENSIONS, OLORS ND DETILS OF VRIOUS SIZE SIGNS, ROD ORK NEXT END DETOUR M P H UMP ND ESSORY PNELS TO FOLLO STNDRDS IN THE URRENT "STNDRD HIGHY SIGN PULITION" ND THE URRENT "MNUL ON UNIFORM TRFFI ONTROL DEVIES FOR STREETS ND HIGHYS". G0-1 [60" x ] (10 S.F.) M4-8a [ x 1] (3 S.F.) M4-11 (S) [4 x 3] (1 S.F.) (L OR R) 1-4a [4 x 4] 13-1 [1 x 1] (.3 S.F.) 13-1 (S) [ x ] (4 S.F.) 0-7a [4 x 4] 8-1 (S) [4 x 4]. 3. (S) REPRESENTS SPEIL SIZE SIGN. LETTERS ND NUMERLS SHLL ONFORM TO THE URRENT MNUL, "STNDRD LPHETS FOR HIGHY SIGNS" U.S. DEPRTMENT OF TRNSPORTTION, FEDERL HIGHY DMINISTRTION. 4. THE ONTRTOR SHLL OTIN THE PPROVL OF THE ENGINEER FOR THE DISTNE TO E USED ON THE DVNE RNING SIGNS, ND FOR THE SPEED LIMIT TO E USED ON THE R-1 SIGN. END ROD ORK SPEED LIMIT ROD ORK SHOULDER 5. DISTNE LEGEND: SIGN NUMER FOLLOED Y LETTER & DISTNE LETTER DISTNE G0 - [4 x ] (8 S.F.) R - 1 [3 x 4] (1 S.F.) R - 1 (S) [4 x 60"] (0 S.F.) (L OR R) 1-6 [4 x ] (8 S.F.) 1-6 (S) [60" x 30"] (1.5 S.F.) 0-1 [4 x 4] ORK 1-5 (S) [4 x 4] 8-9a [4 x 4] D MILE E MILES HED F HED KING MTERIL 1. LUMINUM SHLL E FLT SHEET OF LLOY ND TEMPER 505-H38 OR 6061-T6 :. 0. THIK FOR LL ONSTRUTION SIGNS EXEPT SIGNS SHON MOUNTED ON REKY RRIDES. DETOUR M4-9L (LEFT) [30" x ] DO NOT PSS DETOUR M4-9N [30" x MIN.] (.5 S.F.) GROOVED PVEMENT HED. 0.0 THIK FOR LL ONSTRUTION SIGNS SHON MOUNTED ON REKY RRIDES. TEMPORRY SIGN SUPPORTS 1. SIGN SUPPORTS SHLL E OF ELL SESONED LUMER, S4S, FREE OF SPLITS, KNOTS ND RPS, OR OF OMPONENTS. M4-9R (RIGHT) [30" x ] (5 S.F.) M4-9 (L or R) (S) [4 x 3] (1 S.F.) R4-1 [ x 30"] (5 S.F.) (L OR R) 4 - (S) [4 x 4] 0 - [4 x 4] (SIZE ILL VRY ITH LENGTH OF STREET NME) STREET NME SIGN TO E USED IN ONJUNTION ITH M4-9 SIGNS LK ON ORNGE 8-14 [4 x 4]. OOD POSTS SHLL HVE UNIFORM ROSS-SETION ND SHLL NOT EXEED THE FOLLOING DIMENSIONS FOR: SINGLE POST = 4" x TO POSTS = 3" x OR 4" x 5" THREE POSTS = 3" x 5" OR 4" x 4" 4" X OOD POSTS SHLL E MODIFIED Y DRILLING 1 DETOUR ROD LOSED ROD NRROS ROD LOSED KEEP RIGHT GROOVED 3. INH DIMETER HOLES 4 INHES ND 18 INHES OVE THE GROUND LINE ND PERPENDIULR TO THE RODY ENTERLINE. NO RING IS PERMITTED. VERTIL LERNES FOR SIGNS M4-9LX (LEFT) [30" x ] M4-9RX (RIGHT) [30" x ] (5 S.F.) M4-9 (L or R) XS [4 x 3] (1 S.F.) R11 - [4 x 30"] (10 S.F.) 5-1 (S) [4 x 4] 0-3 [4 x 4] [ x ] (4 S.F.) [30" x 30"] (S) (6.3 S.F.) PVEMENT 8-14 [4 x 4] MOUNTED ON OOD SUPPORTS SHLL E 7 FOOT MINIMUM. EMEDMENT DEPTH FOR THE OOD POST SHLL NOT EXEED 3.5 FEET. 4. POSTS SHLL E IN ORDNE ITH THE STNDRD DETIL FOR U-POST SIGN SUPPORT. 5. TEMPORRY SIGN SUPPORTS NOT MEETING THIS RITERI SHLL E SHIELDED Y LONGITUDINL RRIER OR RSH USHIONS. SIGN FES DETOUR ROD LOSED MILES HED LOL TRFFI ONLY ONE LNE ROD KEEP LEFT GIVE US RKE Slow Down! 1. SIGN FES SHLL E STM D 4956 TYPE VII OR VIII FLUORESENT ORNGE SHEETING. FSTENING 1. LL SIGNS SHLL E SEURELY FSTENED TO THEIR SUPPORTS M4-9X [30" x ] (5 S.F.) [ x ] (4 S.F.) ITH OLTS, NUTS ND SHERS IN ORDNE ITH THE SPEIFITIONS. M4-9X (S) [4 x 3] (1 S.F.) R11-3 [60" x 30"] (1.5 S.F.) 6-3 [4 x 4] 0-4 [4 x 4] [30" x 30"] (S) (6.3 S.F.) 99 - [4 x 4] ONSTRUTION SIGNS DTL-1 D NE JERSEY DEPRTMENT OF TRNSPORTTION $USERNME$ $DTE$ $PENTLE$ D08D-01-KING MTERIL DETOUR M4-10L (LEFT) [4 x 1] M4-10R (RIGHT) [4 x 1] (6 S.F.) ROD LOSED TO THRU TRFFI R11-4 [60" x 30"] (1.5 S.F.) E PREPRED TO STOP 0-7b [4 x 4] LNE LOSED (L OR R) (ENTER) 0-5 [4 x 4] THE ORDER, THE ORDS "GIVE US ", "SLO DON!", ND THE RKE PEDL RE LK; LEVING THE ORD "RKE" ORNGE. D ONSTRUTION DETILS ROUTE U.S. 46 T HOLLYOOD VENUE ONTRT NO

2 STTE FEDERL PROJET NO. " DI. LUMINUM ROUND STOK 3" x 3" HM MILLING ND " & VRIES SURFE OURSE Existing 4" & Varies ituminous Surface ourse 100 TRNSITION VRIES RIDGE UNDERPSS LIMIT OF ONRETE MILLING M INTIN EXISTING LERNE Existing Expose oncrete TO REMIN - GRID (MX.) 1 DI. PIPE ONRETE HEDLL DRILL ND GROUT " LUMINUM OLT Existing Reinforce oncrete ase ourse 1" ONRETE MILLING 30" x " LUMINUM FLT STOK - LL JOINTS TO E ELDED ROUTE U.S.46 PVEMENT TRNSITION DETIL ONRETE HEDLL TRSH RK DETIL JOINTS TO E 3/4" IDE MX. & POINTED ITH 1- MIX EMENT MORTR. JOINTS TO E LENED PRIOR TO MORTRING FINISHED PVEMENT SURFE 1 1/" EXTENSION IN DRIVEYS 1" RKE LSS "" ONRETE FINISHED PVEMENT SURFE PROPOSED ERM ELEVTION VRIES Existing erm Elevation Varies Existing Slope 1 FT TOPSOIL STILIZTION, TYPE 4 MT NILING T / FERTILIZING ND SEEDING, TYPE -3 UNDER TOPSOIL STILIZTION, TYPE 4 MT 4" 4" MIN. 4" 1 DRIVE Y GEOGRIDS RE SPED VERTILLY T 1 FT. / TRNSITION TO VERTIL GRNITE LOK UR TO LSS "" ONRETE E MDE ITHIN 6 FEET 1 (Typ.) EITHER SIDE OF TYPE "" INLET. L=8.0 FT. MIN. 1.5 & VRIES 1.0 ELGIN LOK UR ORSE GGREGTE 1 FT NOTES: 1. TOPSOIL STILIZTION, TYPE 4 MT ILL E PLED ON THE SLOPE EST OF.R. 65 FROM.R. 65 \ ST TO ESS \ ST DTL-. GEOGRID REINFOREMENT ILL E INSTLLED $USERNME$ $DTE$ $PENTLE$ EMNKMENT IDENING ITH GEOGRID REINFOREMENT ND TOPSOIL STLILIZTION, TYPE 4 MT 3. ON THE SLOPE EST OF.R. 65 FROM.R. 65 \ ST TO REFER TO SETION 03 ND SUSETION OF THE JO SPEIFI SPEIFITIONS. NE JERSEY DEPRTMENT OF TRNSPORTTION ONSTRUTION DETILS ROUTE U.S. 46 T HOLLYOOD VENUE ONTRT NO ROR an SSOITES, P.. PROFESSIONL SSOITION 184 MIHEL G. RIGHT, P.E. NE JERSEY PROFESSIONL ENGINEER LIENSE NO. 4GE

3 STTE FEDERL PROJET NO. PROPOSED GRDE TOP OF ERM EL ELEV. (FT) EMERGENY SPILLY EL POND OTTOM EL ELEV. (FT) RMP :1 SND S PER PLN EXIST. GRDE 3: "x3" HERP 0% SLOPE OUTLET STRUTURE (TYPE E INLET OX) INV.= (14"X3" OUT) VRIES NORTH INFILTRTION POND PROPOSED GRDE TOP OF ERM EL ELEV. (FT) RMP EMERGENY SPILLY EL (GRTE) POND OTTOM EL ELEV. (FT) RP 6 3:1 SND S PER PLN 0% SLOPE EXIST. GRDE 3: OUTLET STRUTURE (TYPE E INLET OX) INV.=17.83 (1 OUT) VRIES DTL-3 NE JERSEY DEPRTMENT OF TRNSPORTTION $USERNME$ $DTE$ $PENTLE$ SOUTH INFILTRTION POND DRINGE DESIGN Y: MLIK & SHERER, P.. PROFESSIONL SSOITION RIF R. MLIK, P.E. ONSTRUTION DETILS ROUTE U.S. 46 T HOLLYOOD VENUE ONTRT NO ROR an SSOITES, P.. PROFESSIONL SSOITION MIHEL G. RIGHT, P.E. 185 NE JERSEY PROFESSIONL ENGINEER LIENSE NO. 4GE NE JERSEY PROFESSIONL ENGINEER LIENSE NO. 4GE

4 STTE FEDERL PROJET NO. MNHOLE OVER & FRME { 1 RP (QTS LOTION No. 1) RP (QTS LOTION No. ) OUTLET PIPE QTS (SEE TLE FOR REOMMENDED UNITS) QTS (SEE TLE FOR REOMMENDED UNITS) FLO 1 RP (QTS LOTION No. 1) RP (QTS LOTION No. ) INLET PIPE 1 RP (QTS LOTION No. 1) RP (QTS LOTION No. ) OUTLET PIPE FLO 1 RP (QTS LOTION No. 1) RP (QTS LOTION No. ) INLET PIPE ORSE GRVEL PLN VIE SETION VIE TER QULITY TRETMENT SYSTEMS NOTES: 1. TER QULITY TRETMENT SYSTEM (QTS) SHLL ONFORM TO HS-5 LODING RITERI.. ONTRTOR MY USE NY OF THE THREE UNITS LISTED OR N EQUIVLENT, PROVIDED THT SHOP DRING IS PPROVED Y NJDOT. MNUFTURER MODEL QTS #1 (SIZE) ONTEH HIGH EFFIIENY STORMTER ONTINUOUS DEFLETIVE PMSU0_0 SOLUTIONS, IN. SEPRTOR UNIT IMRIUM STORMEPTOR OSR 140 SYSTEMS ORP. QTS # (SIZE) PS40_ QUSHIELD QUSIRL S-4 S-10 TER QULITY TRETMENT SYSTEM DTL-4 NE JERSEY DEPRTMENT OF TRNSPORTTION $USERNME$ $DTE$ $PENTLE$ DRINGE DESIGN Y: MLIK & SHERER, P.. PROFESSIONL SSOITION RIF R. MLIK, P.E. ONSTRUTION DETILS ROUTE U.S. 46 T HOLLYOOD VENUE ONTRT NO ROR an SSOITES, P.. PROFESSIONL SSOITION MIHEL G. RIGHT, P.E. 186 NE JERSEY PROFESSIONL ENGINEER LIENSE NO. 4GE NE JERSEY PROFESSIONL ENGINEER LIENSE NO. 4GE

5 STTE FEDERL PROJET NO. U-POST SIGN SUPPORT DT TLE IDENTIFITION OFFSET PNEL SIZE NO. OF POST HEIGHT NO. STTION X 1 1 POSTS P 1 P P 3 POST SIZE POST TYPE G-1 RT. 46 \ ST R.0 FT. 8.0 FT. 5.0 FT FT. 1.0 FT. 1.0 FT. G- RT. 46 \ ST R.0 FT. 6.0 FT. 6.5 FT FT FT FT. G-3 R 65 \ ST R 10.0 FT. 6.0 FT. 4.5 FT. G-4 R 65 \ ST R 10.0 FT. 5.0 FT. 4.0 FT. G-5 R 65 \ ST L 10.0 FT. 4.0 FT. 3.5 FT. POST, 5" x 5" x 105" TOP RIL, " x x 94" DEO RIL RIED P G-6 RT. 46 \ ST L.0 FT. 8.0 FT. 5.0 FT FT. 1.0 FT. 1.0 FT. G-7 RT. 46 \ ST. 1+5 L.0 FT. 6.0 FT. 6.5 FT FT FT FT. 3" G-8 RMP "" \ ST R 6.0 FT. 6.0 FT. 4.5 FT. G-9 R 65 \ ST. 1+9 R 10.0 FT. 4.0 FT. 3.5 FT. G-10 R 65 \ ST L 10.0 FT. 5.0 FT. 4.0 FT. PIKETS 5 7" U-POST SIGN SUPPORTS POSTS, POST LIPS, SPING, ET. ND TO PIEE U-POSTS. OTTOM RIL, " x x 94" DEO RIL RIED GROUND LINE " " PREST ONRETE P (.O. P EL ) NOTES: 1. PROVIDE LL TIES ONNETING RIK VENEER TO MU T 16 INH O.. VERTILLY 4 O.. INH HORIZONTLLY.. PROVIDE #5 VERTIL RER ITHIN THE GROUTED MU ORE SPED T 3 FOOT FOR FULL LL HEIGHT. LSS ONRETE 5" x 5" POSTS POST ENTERS = 9 30" 6-0" (MX., TYP.) RIK VENEER FE OLOR ND PTTERN TO MTH SHOOL RIK (SHOOL SIDE) PY LIMIT STUO FINISH SEE NOTE ONRETE LOK VINYL FENE (PRIVY, 6 HIGH) EXISTING GROUND LINE EXISTING SLOPE $USERNME$ $DTE$ $PENTLE$ NOTES: 1. FENE INLUDING PIKETS, RILS, POSTS ND PS SHLL E ONSTRUTED ITH MTERILS MDE OF RIGID POLY VINYL HLORIDE (PV) THT MEETS OR EXEEDS STM D1784 ND IS TN IN OLOR..DIMENSIONS RE PPROXIMTE ND SHLL E IN ORDNE ITH MNUFTURER S SPEIFITIONS 4-0" MIN. #5@1 4 - #5 ELEVTION VRIES 1 X3 ONRETE FOOTING (STEPPED ITH MIN. OVER MINTINED) DTL-5 NE JERSEY DEPRTMENT OF TRNSPORTTION ONSTRUTION DETILS ROUTE U.S. 46 T HOLLYOOD VENUE ONTRT NO LNDSPE ENT LL ROR an SSOITES, P.. PROFESSIONL SSOITION MIHEL G. RIGHT, P.E. 187 NE JERSEY PROFESSIONL ENGINEER LIENSE NO. 4GE

6 STTE FEDERL PROJET NO. ONRETE VERTIL UR (TYP) 4" 1" RD. " 4% ONRETE ISLND PVEMENT, 4" THIK ONRETE, LSS JOINT SELER ND " PREFORMED 4% JOINT FILLER " 10-0" 10-0" INLET TYPE TOP OF UR PVEMENT SURFE 1 MX. VRILE 1 MX. " 1" D FLEXILE " GUTTER LINE " DELINETOR ONRETE LSS RD. 1" RD. PROPOSED HM PVEMENT TYPIL VRILE 7.5" THESE SURFES SHLL E GIVEN LIERL OT OF UT-K SPHLT PRIOR TO POURING ONRETE GINST THEM SUITLE GRNULR MTERIL FROM THE PROJET OR SOIL GGREGTE S DIRETED. SEE NOTES THROUGH 4 FOR OMPTION & REQUIREMENTS OF THE FILL. Existing oncrete Pav t. VRILE IDTH ONRETE LSS 7" (TYP) 4" * 13" 3" * 3" TYPIL FOR FUTURE RESURFING VRILE #5 REINFOREMENT LONG TO E SET IN MORTR IN DRILLED HOLES UR TRETMENT T ERM SETION ND LL UR ENDS UR TRNSITION " FE TO FULL HEIGHT OF UR FULL HEIGHT OF UR 10-0" " D PVEMENT SURFE PVEMENT SURFE UR DIM. DIM. DIM. DIM. SIZE D 9" x 1 1 4" 14" " 9" x " 1" 9" SETION - METHOD OF DEPRESSING UR T DRIVEYS D SPED 4-0". TO. LONGITUDINLLY x VRILE HEIGHT ONRETE RRIER UR, DOELLED FULL HEIGHT OF UR SETION - DIRETION OF TRFFI 10-0" TRNSITION ONRETE ISLND, 4" TH. PVEMENT SURFE GRETER REVEL 10 TRNSITION LESSER REVEL 4" 1" RD. FLEXILE DELINETOR ONRETE LSS PROPOSED HM 1" RD. PVEMENT RD. 45 ONRETE ISLND PVEMENT, 4" THIK ONRETE LSS " 4% 4% " THESE SURFES SHLL E ONRETE GIVEN LIERL OT OF LSS UT-K SPHLT PRIOR 7" TO POURING ONRETE GINST THEM JOINT SELER ND" PREFORMED JOINT FILLER. SUITLE GRNULR MTERIL FROM THE PROJET OR SOIL GGREGTE S DIRETED. SEE * 13" 3" * 3" TYPIL FOR FUTURE RESURFING PROPOSED HM PVEMENT FULL HEIGHT OF UR MIN 5-0" ONRETE ISLND, 4" TH. 10-0" TRNSITION PLN DIRETION OF TRFFI RDIUS S DIRETED D ELEVTION LINER UR TRNSITION SE OURSE THIKNESS S SPEIFIED 7.5" NOTES THROUGH 4 FOR OMPTION & REQUIREMENTS OF THE FILL. 9" 4" SE OURSE THIKNESS S SPEIFIED D SUSE VRILE IDTH SUSE #5 REINFOREMENT LONG, REINFOREMENT IS IN METRI UNITS HM = HOT MIX SPHLT 4-0". TO. LONGITUDINLLY RRIER UR ND GRY ONRETE, LSS GRY ONRETE, LSS VERTIL UR x 41" ONRETE RRIER UR NOTES: D-607- DTL-6 $USERNME$ $DTE$ $PENTLE$ D08D-01-LINER UR TRNSITIO N SEE GENERL NOTES PPLYING TO LL RRIER UR D OMPTION SHLL E IN ORDNE ITH THE DIRETED METHOD OF THE NJDOT STNDRD SPEIFITIONS ND ITS SUPPLEMENTS. THE FILL ETEEN THE URS SHLL E SHPED ND OMPTED TO FIRM EVEN SURFE. UNSTLE MTERIL SHLL E REMOVED ND REPLED ITH EPTLE MTERIL HIH SHLL E OMPTED. SOIL LIFTS SHLL E LIMITED TO 1 INHES ND EH LIFT SHLL E OMPTED. D NE JERSEY DEPRTMENT OF TRNSPORTTION ONSTRUTION DETILS ROUTE U.S. 46 T HOLLYOOD VENUE ONTRT NO

7 STTE FEDERL PROJET NO. RODSIDE REOVERY RE TERMINL LENGTH STTION 4H:1V TOE OF SLOPE ROUTE 46 \ RIGHT ROUTE 46 \ LEFT SLOPE VRIES (PVI) 5-0" 1 6 SLOPE VRIES PVI R 65 \ 3+99 LEFT 50 6 R 65 \ 4+87 RIGHT 50 6 MIN. 10H:1V 10H:1V MX. MIN Y 10H:1V MX. 10H:1V MX. R 65 \ LEFT 50 6 RMP \ 3+86 RIGHT RMP \ 3+43 RIGHT ST. ST. GUTTER LINE STNDRD GRDING TERMINL LENGTH 10-0" DES. X 3-0" MIN. SLOPE VRIES 4H:1V 4H:1V TOE OF SLOPE SLOPE VRIES MIN. 10H:1V 10H:1V MX. Y -0" MIN. 10H:1V MX H:1V MX. ST. ST. GUTTER LINE LTERNTE GRDING RE EHIND GUIDE RIL TO E FREE OF FIXED OJETS. SEE ONSTRUTION PLNS GRDING STNDRD/LTERNTE Y = OFFSET FROM GUTTER LINE X X + 10 (DES.) 5 STTION TO STTION * 1-0" 4-0" 34-0" GUTTER LINE ST. ROUTE 46 \ TO RIGHT ROUTE 46 \ 1+79 TO 13+0 LEFT STNDRD STNDRD 4-0" 7-0" 4-0" 60-0" 5-0" 70-0" THERE SHLL E NO FIXED OJETS IN FRONT OF THE GUIDE RIL FOR ITS ENTIRE LENGTH. R 65 \ 3+89 TO 4+49 LEFT R 65 \ 4+84 TO 5+39 RIGHT LTERNTE LTERNTE 10-0" 78-0" 88-0" REOVERY RE T FLRED ND TNGENT TERMINLS D R 65 \ TO LEFT LTERNTE RMP \ 3+65 TO 4+5 RIGHT RMP \ 3+03 TO 3+81 RIGHT STNDRD STNDRD GRDING TRETMENT T FLRED ND TNGENT TERMINLS GRDING ND RODSIDE REOVERY RE T FLRED ND TNGENT TERMINLS * D DTL-7 HERE GUIDE RIL IS INSTLLED FLUSH ITH THE GUTTER LINE, THE TNGENT TERMINL $USERNME$ $DTE$ $PENTLE$ D07D-01-O RIGINL SHEET SHLL E ONSTRUTED ITH 50:1 STRIGHT FLRE FOR ITS ENTIRE LENGTH SO THT THE EXTRUDER HED DOES NOT PROTRUDE INTO THE RODY. D NE JERSEY DEPRTMENT OF TRNSPORTTION ONSTRUTION DETILS ROUTE U.S. 46 T HOLLYOOD VENUE ONTRT NO ROR an SSOITES, P.. PROFESSIONL SSOITION MIHEL G. RIGHT, P.E. 189 NE JERSEY PROFESSIONL ENGINEER LIENSE NO. 4GE

8 STTE FEDERL PROJET NO. TRFFI L 1 < 80 RPM SPING T GORE 10-0" 60-0" MIN > " 40-0" SETION - HITE TRFFI STRIPES LEGEND 80-0" MX. RPM, MONO-DIRETIONL HITE LENS L/ T 40 SPING RPM, MONO-DIRETIONL MER LENS 60-0" MIN. L1 L TRFFI 80-0" MX. USE 10 SPING HERE NO UXILIRY LNE IS PROVIDED TYPIL DEELERTION LNE TRETMENT D D SPING ON TNGENTS SEE D TRFFI SETION - HITE TRFFI STRIPES 60-0" MIN. 80-0" MX. TRFFI FOR SPING ON URVES TRFFI L " MIN. TRFFI (SEE TLE IN D ) 80-0" MX. YELLO TRFFI STRIPES SETION - TYPIL ELERTION LNE TRETMENT TYPIL PVED MEDIN TRETMENT D D RISED PVEMENT MRKER, (RPM) LOTION D DTL-8 NE JERSEY DEPRTMENT OF TRNSPORTTION $USERNME$ $DTE$ $PENTLE$ D08D-01-LEGEND ONSTRUTION DETILS ROUTE U.S. 46 T HOLLYOOD VENUE ONTRT NO

9 STTE FEDERL PROJET NO. 3-0" MIN. 80-0" SPING SEE NOTE 00-0" 00-0" SEE NOTE ON TNGENTS TRFFI TRFFI EXISTING SHOULDER TRFFI DIVISIONL ISLND 40 TYPIL SPING SEE NOTE TRFFI EXISTING SHOULDER LNE LNE LNE LNE SEE NOTE 80 FOOT SPING ON TNGENT FOR YELLO TRFFI STRIPES YELLO TRFFI STRIPES SPING ON URVES SEE D SETION - SETION - & SETION - FOR SPING ON URVES SEE D TYPIL DIVISIONL ISLND TRETMENT D TYPIL TO LNE SETION D " SPING VRILE T 0-0" SPING ( ON STRUTURE ) ( TYPIL PPROH TRETMENT ) PRPET EXISTING 5- OR 5- SIGN EXISTING SHOULDER { TRFFI TRFFI EXISTING SHOULDER TRFFI TRFFI L 60-0" T 0-0" SPING (TYPIL TRILING TRETMENT) SHLD. LNE LNE SHLD. 40-0" SPING TOTL LENGTH OF LEFT TURN LNE PLUS TPER TRFFI STRIPES SETION - NRRO RIDGE OR ULVERT TRETMENT D LNE LEFT TURN LNE LNE LNE MEDIN LNE RISED PVEMENT MRKER, (RPM) LOTION DTL-9 $USERNME$ $DTE$ $PENTLE$ D08D-01-LEGEND LEGEND RPM, MONO-DIRETIONL HITE LENS RPM, MONO-DIRETIONL MER LENS RPM, I-DIRETIONL MER LENS HITE TRFFI YELLO TRFFI YELLO TRFFI STRIPES STRIPES STRIPES SETION - SETION - TYPIL LEFT TURN LNE SETION D-610- NE JERSEY DEPRTMENT OF TRNSPORTTION ONSTRUTION DETILS ROUTE U.S. 46 T HOLLYOOD VENUE ONTRT NO D D

10 STTE FEDERL PROJET NO. MIDDLE SHLD LNE LNE MEDIN ORDINTE (M) ENTER OF PINT LINE, DSHED OR SOLID TLE 1 YELLO TRFFI STRIPE HORD LENGTH HORD LENGTH MIDDLE ORDINTE RDIUS REFLETOR SPING SKIP RE OF HITE TRFFI STRIPE 1. USE 00 FOOT TPE. 00-0" 00-0" M > -7" M < -7" R < 1910 R > " 80-0" SETION -. ESTLISH 00 FOOT HORD. < LESS THN 4" IDE HITE TRFFI STRIPES MESURE MIDDLE ORDINTE PERPENDIULR TO HORD 100 FOOT FROM EITHER END. DETERMINE SPING FROM TLE 1. < EQUL TO OR LESS THN > GRETER THN 80-0" SPING ON TNGENTS 5. HEN DIFFIULT TO DETERMINE MIDDLE ORDINTE, 80 FOOT OR 40 FOOT SPING ILL E S DIRETED Y THE DEPRTMENT. > EQUL TO OR GRETER THN TYPIL TNGENT TRETMENT TRFFI 10-0" 30-0" METHOD FOR DETERMINING RPM SPING ON HORIZONTL URVES D MEDIN TYPIL URVE 80-0" (TNGENT) TYPIL YELLO TRFFI STRIPES SEE NOTE LEGEND RPM, MONO-DIRETIONL HITE LENS TRETMENT TRFFI RPM, MONO-DIRETIONL MER LENS 4" IDE HITE TRFFI STRIPES RPM, I-DIRETIONL MER LENS P.. OR P.T. OF URVE 3-0" MIN. D TYPIL MULTI-LNE DIVIDED SETION FOR SPING ON URVES SEE D D SHLD. LNE LNE LNE LNE SHLD. HITE TRFFI STRIPE YELLO TRFFI STRIPES HITE TRFFI STRIPE SETION " SPING ON TNGENTS TRFFI RISED PVEMENT MRKER, (RPM) LOTION TRFFI D DTL-10 NE JERSEY DEPRTMENT OF TRNSPORTTION $USERNME$ $DTE$ $PENTLE$ D08D-01-LEGEND FOR SPING ON URVES SEE D " MIN. P.. OR P.T. OF URVE TYPIL MULTI-LNE UNDIVIDED SETION SEE NOTE ONSTRUTION DETILS ROUTE U.S. 46 T HOLLYOOD VENUE ONTRT NO D

11 STTE FEDERL PROJET NO. MINIMUM SIZE OF ONRETE THRUST LOKS 1 x RODY FE OF UR OR EDGE OF PVEMENT UR OX LID MUST E VISILE & NOT MORE THN 1" OVE GROUND 4" 14"/1 TEES & RO SSES 1 30" 3 4" 60" 1 1" 1 33" 45" 4 90^ ENDS 30" 3 4" 54" 6 1" 3" 4" 45" 54" 45^ ENDS 1 3 4" 54" 7" 7" 30" 39" -1/^ ENDS 11-1/4^ " 1" 3 4" REDUERS x4" x4 x x 1 30" 1 1" ORPORTION STOP 4" MINIMUM PROVIDE GOOSENEK 1" "K" OPPER 45^ SERVIE LINE 1" GROUND KEY UR TER MIN STOP ONRETE LOK TER SERVIE DETIL 1. THRUST LOKS TO E USED FOR TER MIN ND FORE MINS T LL ENDS, TEES, REDUERS ND PLUGS.. ERING RES FOR THRUST LOKS RE SED ON THE UNDISTURED SOIL ITH ERING PITY OF 000 PSF. PER SQ. FT. FOR OTHER SOILS OF LESS ERING PITY, THE RES SHLL E DJUSTED ORDINGLY, (FIG. 14, SE "PIPELINE DESIGN FOR TER ND STETER, 1975"). 3. LL ONRETE FOR THRUST LOKS SHLL E 3000 PSI OMPRESSIVE STRENGTH ITHIN 8 DYS. 4. THE THRUST LOKS SHLL E POURED FROM FITTING SUH THT THEY ER ON THE UNDISTURED LL OF THE TRENH. 5. THE TULTED ONTT ERING RES LISTED RE FOR HORIZONTL ND DONRD THRUST ONLY ND RE NOT PPLILE FOR UPRD THRUST. STEMER NOZZLE FING ROD SIDE THRUST LOK DETIL FOR SYSTEMS T 150 PSI TEST PRESSURE OR LESS HYDRNT FINISHED GRDE VLVE OX LID ITH THE ORD "TER" ST IN IT. FE OF UR OR EDGE OF PVEMENT 1 MIN. RREL OUPLING " " LEN STONE (0.5.M. MIN.) OVER ITH POLYTHENE SHEET OR TH. FILTER FRI OVER PVEMENT VLVE OX LDIP LSS 5 4 M IN. O VER T ONRETE LOK () -" RS PROVIDE OPENING IN THRUST UNDISTURED ERTH - MIN. LOK FOR DRIN HOLE SIZE T L TER MIN 1 1 DTL-11 $USERNME$ $DTE$ $PENTLE$ VLVE NHORING TEE TIE RODS TO E SYMMETRILLY PLED RESILIENT SET GTE VLVE FIRE HYDRNT SSEMLIES ONRETE LOK (xx) ON FIRM GROUND 1 0" 1 0" 1 0" 14" VLVE SUPPORT NE JERSEY DEPRTMENT OF TRNSPORTTION ONSTRUTION DETILS ROUTE U.S. 46 T HOLLYOOD VENUE ONTRT NO ROR an SSOITES, P.. PROFESSIONL SSOITION MIHEL G. RIGHT, P.E. 193 NE JERSEY PROFESSIONL ENGINEER LIENSE NO. 4GE

12 STTE FEDERL PROJET NO. SOIL SUER KFILL DM ONSTRUTED OF SPEIFIED KFILL MTERIL. FERTILIZE, SEED, ND MULH DM. DEIDUOUS TREES OVER " TO 4" LIPER, ONE TYPE (PYRMIDL) IMMEDITELY PRIOR TO PLNTING, MKE 3 VERTIL UTS EQUIDISTNT TREES OVER 7 FEET HIGH. H:1V SLOPE ND " DEEP INTO ROOT MSS. STKES - "x 4" LUMER OR HITE EDR, " DIMETER T THINNER (LOER) END, PLNT MLUS SPEIES LO ENOUGH IN PIT TO OVER THE GRFT TO PREVENT SPROUTING FROM THE ROOT STOK. TREE PLNTING - H:1V SLOPE D ONTINERIZED PLNTING DETIL D NOTHED 4" FROM THE TOP. 45^ IRE - STRNDS OF 14 GUGE IRE, TISTED. MX RUDEKI MXIM ND HEMEROLLIS PLNTING DETIL KEEP OOD MULHING 1"-" Y TOP OF LL 10% OVE GRDE KFILL ITH TOPSOIL KFILL UTS TO IRE SKET (SEE NOTES) (MIN.) TREES REQUIRING THREE GUYS & STKES PLNTING FROM TRUNK 4" SOIL ERM ROUND PLNTING PIT POSTS ILL E UT OFF T THE SME HEIGHT. UT URLP ND ROPE DEPTH = DEPTH OF ROOT LL TIMES (MIN.) DIM. OF ROOT LL Y FROM UPPER HLF OF ROOT LL HEIGHT OF POST TO E TO-THIRDS OF THE HEIGHT OF TREE. & MTERIL NOTES: 1. UT OUT OTTOM LOOPS PRIOR TO SETTING 3 PLNT IN PLNTING PIT. 3. SET PLNT ND KFILL HLFY UP THE LL. TMP ND TER KFILL. TREES REQUIRING TO STKES 3. UT REMINING HORIZONTL ND DON ONE SIDE. 4. REMOVE REMINDER OF IRE SKET. DEIDUOUS TREES OVER 1" TO " LIPER, INLUSIVE. LL SLIX REGRDLESS OF HEIGHT, LIPER, RE ROOT OR LLED ND URLPPED. ONE TYPE (PYRMIDL) TREES 5 FEET TO 7 FEET HIGH ND OLUMNR EVERGREEN TREES 7 FEET TO 9 FEET HIGH, INLUSIVE. JUNIPERUS ONFERT PLNTING DETIL TREE & SHRU PLNTING DETIL D OMPLETE KFILLING ND PROVIDE INITIL TERING. IRE SKET REMOVL D STKING DETILS D PLNTING D NHOR TREE TO POST(S) USING 14 GUGE IRE ND " MIN INSIDE DIMETER ORDED RUER. DETIL OF POST ND GUY IRE EFORE TRIMMING EDGE OF ED ND LIMIT OF MULHING SINGLE RO HEDGE 4 3 9" 4 3 PNIUM VIRGTUM ND MISNTHUS SINENSIS GUY IRES SHOULD E PLED T LEST HLF Y UP THE TRUNK. DETIL OF GUY IRES ROUND TRUNK FTER TRIMMING 4 PLNTING DETIL PLNTING 4 NE JERSEY DEPRTMENT OF TRNSPORTTION $USERNME$ $DTE$ $PENTLE$ HEN GUYING, LEVE ROOM FOR GROTH OF TREE DMGED RNHES SHLL E TRIMMED OFF ELO THE POINT OF INJURY. THE ENTRL TRUNK OR "LEDER" SHOULD E LEFT INTT. ROKEN ROOTS SHLL E UT OFF OVE THE REK ND RUISED ENDS UT OFF LENLY. HEN PLNTING YOUNG SHRU, PRUNE JUST OVE UD ND RETIN THE NTURL SHPE OF THE SHRU. ORNUS SERIE, VIURNUM DENTTUM, JUNIPERUS HINENSIS, ND THUJ OIDENTLIS SMRGD PLNTING DETIL PLNTING ONSTRUTION DETILS ROUTE U.S. 46 T HOLLYOOD VENUE ONTRT NO FSTENING DETIL D PRUNING T TIME OF PLNTING D D

MOORHEAD. City of Moorhead M I N N E S O T A. Right-of-Way Details and Standards

MOORHEAD. City of Moorhead M I N N E S O T A. Right-of-Way Details and Standards !! UTION!! UTILITIES IN THE RE, EFORE ONSTRUTION UTILIZE 1 LL 1002521166 THE SUSURFE UTILITY INFORMTION IN THIS PLN IS UTILITY QULITY LEVEL " " THIS QULITY LEVEL WS DETERMINED ORDING TO THE GUIDELINES