LIST OF STANDARD ABBREVIATIONS

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Ashley Lambert
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2 GNRAL NOTS TH LOCATIONS OF ISTING AND PROPOSD UTILITY FACILITIS AS SHOWN ON TH PLANS AR APPROIMAT. THR MAY B OTHR UTILITY FACILITIS WITHIN TH PROJCT ARA THAT AR NOT SHOWN. DIMNSIONS GIVN R ISTING FATURS SHALL B CONSIDRD APPROIMAT AND SHALL B MASURD IN TH FILD R MATCHING PURPOSS. FILL AS SHOWN ON TH PLANS PRTAINS TO MBANKMNTS CONSTRUCTD FROM COMMON CAVATION. TH ALLOWANC USD R PANDING TH FILLS TO COMPUT TH VOLUM OF MATRIAL RQUIRD IS 30 PRCNT. ALL FILL VOLUMS SHOWN AR TH ACTUAL VOLUMS. NO TRS OR SHRUBS AR TO B RMOVD WITHOUT TH APPROVAL OF TH NGINR. ALL DISTURBD ARAS, NOT OTHRWIS SURFACD AR TO B TOPSOILD, FRTILIZD, TMPORARY SDD, SDD AND MULCHD. SD MITUR NO. 40 SHALL B USD ON ALL DISTURBD ARAS. WTLAND ARAS AR SHOWN ON TH PLANS. CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIS TO WITHIN TH SLOP INTRCPTS IN WTLAND ARAS. PRIOR TO ORDRING DRAINAG PIPS AND STRUCTURS, TH CONTRACTOR SHALL VRIFY RLATD DRAINAG INRMATION IN TH PLAN WITH FILD CONDITIONS. PIP LVATIONS AS SHOWN ON TH PLANS MAY B ADJUSTD BY TH NGINR TO FIT FILD CONDITIONS. INLT AND DISCHARG LVATIONS R DRAINAG STRUCTURS SHOWN ON TH PLAN MAY B ADJUSTD BY TH NGINR TO FIT FILD CONDITIONS. RINRCD CONCRT APRON NDWALLS AND ADJOINING TWO SCTIONS OF CONCRT PIP SHALL B TID TOGTHR AS SHOWN IN TH STANDARD DTAIL DRAWING. ALL MANHOL AND INLT OFFSTS AR GIVN TO TH CNTR OF TH STRUCTUR. ALL INLT CASTINGS RMOVD AS PART OF THIS PROJCT SHALL BCOM TH PROPRTY OF BROWN COUNTY. TH CONTRACTOR SHALL CONTACT TH COUNTY R A LOCATION TO PLAC INLTS IN TH RIGHT OF WAY R PICK UP. CONSTRUCT ROSION CONTROL PROTCTION IN ACCORDANC WITH TH DTAILS SHOWN ON TH PLANS IMMDIATLY AFTR CONSTRUCTION OF ANY INLT TO MINIMIZ SDIMNTATION IN TH INLT AND STORM SWR. CURB RAMP OPNINGS AS SHOWN ON TH PLANS AR APPROIMAT. TH ACT LOCATIONS SHALL B GIVN BY TH NGINR IN TH FILD. TH ACT LOCATIONS OF ALL ROSION CONTROL ITMS SHALL B DTRMIND BY TH NGINR IN TH FILD. DISTANCS SHOWN ON THIS PLAN AR GROUND DISTANCS. PLAN LVATIONS = USGS DATUM, NAVD 88 ROSION CONTROL NOTS RUNOFF COFFICINTS R THIS PROJCT: ISTING PAVMNT 0.9, ISTING SLOPS 0.30, NW PAVMNT 0.9, NW SLOPS LIST OF STANDARD ABBRVIATIONS ABUT ABUTMNT PU PIP UNDRDRAIN BF BACK FAC PUU PIP UNDRDRAIN UNPRRATD BRG BARING LB POUND BM BNCH MARK RT RIGHT BOT BOTTOM RIGHT-OF-WAY TOTAL PROJCT ARA = 0.1 ACRS TOTAL ARA PCTD TO B DISTURBD BY CONSTRUCTION ACTIVITIS = 0.6 ACRS. CY or CUYD CUBIC YARD RD ROAD DIA DIAMTR SF or SQ FT SQUAR FT A ACH SY or SQ YD SQUAR YARD L OR LV LVATION STA STATION FF FRONT FAC TL TMPORARY LIMITD ASMNT CWT HUNDRDWIGHT MGAL THOUSAND GALLONS IN INCH TYP TYPICAL LT LFT VPC VRTICAL POINT OF CURV LF OR LIN FT LINAR OT VPI VRTICAL POINT OF INTRSCTION LS LUMP SUM VPT VRTICAL POINT OF TANGNCY MIN MINIMUM PROJCT NO: HWY: CTH H (BROADWAY ST) COUNTY: BROWN GNRAL NOTS SHT: FIL NAM: F:\TR\JOBS\1897A09\SHTS\1897GN_NOTS ORIGINATOR: OMNNI ASSOCIATS ORIG. DAT: //09 RV. DAT: // PRINT DAT: //.1

3 CONTACTS LCTRIC & TLPHON CABL SANITARY SWR WISCONSIN PUBLIC SRVIC CORPORATION 700 NORTH ADAMS STRT, PO BO GRN BAY, WI ATTN: LORI BUTRY TLPHON: MAIL: LOCAL CONTACT (LCTRIC): RANDY STIR TLPHON: MAIL: LOCAL CONTACT (): CHRIS STRBL TLPHON: MAIL: AT&T WISCONSIN SOUTH JFFRSON STRT GRN BAY, WI 4301 MAIL: KARN WLLS TLPHON: MAIL: TIM WARNR CABL 3 AST DSTINATION DRIV APPLTON, WI 491 ATTN: VINC ALBIN TLPHON: CLL PHON: MAIL: vince.albin@twcable.com GRN BAY MTROPOLITAN SWRAG DISTRICT 31 N. QUINCY STRT GRN BAY, WI ATTN: MICHAL J. PIRNR TLPHON: MAIL: mpierner@gbmsd.org BROWN COUNTY VILLAG OF ASHWAUBNON CITY OF D PR DSIGN CONSULTANT DNR LIAISON BRIAN LAMRS, HIGHWAY COMMISSIONR 198 GLNDAL AVNU GRN BAY, WI 4303 TLPHON: MAIL: lamers_bl@co.brown.wi.us BOB HIMANN, INRMATION SRVICS DIRCTOR TLPHON: MAIL: heimann_rj@co.brown.wi.us STV BIRR, VILLAG NGINR 1 HOLMGRN WAY GRN BAY, WI 4304 TLPHON: MAIL: sbirr@ashwaubenon.com RIK RAKRS, CITY NGINR 9 SOUTH 6TH STRT D PR, WI 411 TLPHON: MAIL: erakers@mail.de-pere.org JUDY WILSON, P.. OMNNI ASSOCIATS, INC. ON SYSTMS DRIV APPLTON, WI 4914 TLPHON: MAIL: judy.wilson@omnni.com JIM DOPRALSKI DPARTMNT OF NATURAL RSOURCS 984 SHAWANO AVNU GRN BAY, WI 4313 TLPHON: MAIL: james.doperalski@wisconsin.gov ** DNOTS UTILITIS THAT AR NOT DIGGRS HOTLIN MMBRS. PROJCT NO: HWY: CTH H (BROADWAY ST) COUNTY: BROWN GNRAL NOTS SHT: FIL NAM: F:\TR\JOBS\1897A09\SHTS\1897GN_NOTS ORIGINATOR: OMNNI ASSOCIATS ORIG. DAT: //09 RV. DAT: // PRINT DAT: //.

4 STA 1800 TO STA 1800 TO 194 STA 40 TO 80 STA 40 TO 80 ISTING GROUND ISTING GROUND CONCRT CURB AND GUTTR INTGRAL CONCRT CURB AND GUTTR INTGRAL 9" CONCRT PAVMNT 1" CRUSHD AGGRGAT BAS COURS TYPICAL ISTING SCTION STA 1890 TO STA 194 STA 40 TO STA VARIS 18 TO STA 194 TO 1970 VARIS 18 TO STA 194 TO 1970 STA 30 TO 40 STA 30 TO 40 ISTING GROUND ISTING GROUND CONCRT CURB AND GUTTR 4-INCH 7" ASPHALTIC PAVMNT CONCRT CURB AND GUTTR 4-INCH 4" CRUSHD AGGRGAT BAS COURS TYPICAL ISTING SCTION STA 194 TO STA 1970 STA 30 TO STA VARIS VARIS 18 AT STA 1890 TO AT STA ~ VARIS 18 AT STA 1890 TO AT STA VARIS FROM 0 TO 3 STA 60.9 TO 8 STA 60.9 TO 8 6 VARIS VARIS VARIS 4-8 TOPSOIL, TMPORARY SD, SD, FRTILIZR AND MULCH POINT RFRRD TO ON PROFIL AND 4" CONCRT 1 CROSS SCTIONS SIDWALK ISTING GROUND ISTING GROUND TI BAR TYP 9" CONCRT PAVMNT (DOWLD) 4" BAS AGGRGAT DNS 1 1/4 " TYP TYP CONCRT CURB AND GUTTR 30-INCH TYP A TYP 6" BAS AGGRGAT DNS 1 1/4 -INCH TYPICAL FINISHD SCTION STA 1890 TO STRUCTUR STRUCTUR TO STA 8 PROJCT NO: HWY: CTH H (BROADWAY ST) COUNTY: BROWN TYPICAL SCTIONS SHT.3 FIL NAM : PLOT NAM : PLOT SCAL : ft / IN. WISDOT/CADDS SHT 4

5 PL CONCRT CURB & GUTTR 30-INCH TYP A, TYP L L 8.49L L CONCRT SIDWALK 4-INCH CONCRT CURB & GUTTR 30-INCH TYP A, TYP SAWCUT AND MATCH ISTING, TYP RT CURB RAMP TYP R PT = CONCRT SIDWALK 4-INCH, TYP PT = R RT IST. CTH H STRUCTUR B--389 RIPRAP HAVY WITH GOTTIL FABRIC TYP HR, TYP R R CURB RAMP TYP SLOP INTRCPT, TYP CONCRT PAVMNT APPROACH SLAB, TYP PL PROJCT NO: HWY: CTH H (BROADWAY ST) COUNTY: BROWN PAVING DTAILS SHT.4 FIL NAM : PLOT NAM : PLOT SCAL : ft / IN. WISDOT/CADDS SHT 4

6 PL 1.3 PT = IST. CTH H 1. STRUCTUR B RIPRAP HAVY WITH GOTTIL FABRIC TYP HR, TYP PL SLOP INTRCPT, TYP LGND SILT FNC INLT PROTCTION TYP C TURBIDITY BARRIR FLOW ARROW TOPSOIL, SD, MULCH TMPORARY DITCH CHCK PROJCT NO: HWY: CTH H (BROADWAY ST) COUNTY: BROWN ROSION CONTROL DTAIL SHT. FIL NAM : PLOT NAM : PLOT SCAL : ft / IN. WISDOT/CADDS SHT 4

7 MOV ISTING SIGNS De Pere POPULATION, MATCH ISTING PAVMNT MARKINGS (TYP) B TYP C A D RMARK LAN LIN TO INTRSCTION F RMARK TAPR ARA OUTSID CONSTRUCTION LIMITS. RMOV CONFLICTING DIAGONAL RMOV ISTING STOPLIN MARKINGS. 4-INCH CNTRLIN (DOUBL YLLOW) 4-INCH DGLIN (WHIT) 6-INCH CROSSWALK (WHIT) 18-INCH STOPLIN (WHIT) 1-INCH DIAGONAL (YLLOW) "BIK LAN" WORDS (WHIT) PROJCT NO: HWY: CTH H (BROADWAY ST) COUNTY: BROWN SIGNING AND PAVMNT MARKING SHT.6 FIL NAM : PLOT NAM : PLOT SCAL : ft / IN. WISDOT/CADDS SHT 4

8 LTP STA STA LTP STA 1600 CHISL IN CONC STA 1600 PI STA STA ALIGNMNT TIS PROJCT NO: HWY: CTH H (BROADWAY ST) COUNTY: BROWN ALIGNMNT TIS SHT.7 FIL NAM : PLOT NAM : PLOT SCAL : sf / IN. WISDOT/CADDS SHT 4

9 3 CLARING & GRUBBING CLARING GRUBBING STATION LOCATION STATION STATION CTH H PROJCT TOTALS RMOVING PAVMNT RMOVING STORM SWR INCH FROM STATION TO STATION LF 19, 17' LT 19, 41' RT PROJCT TOTAL ARTHWORK SUMMARY ALL ITMS AR CATGORY 00 UNLSS OTHRWIS NOTD RMOVING INLTS STATION LOCATION 4.0 RMOVING INLTS ACH 19, 17' RT CTH H 1 19, 17' LT CTH H PROJCT TOTAL 1 3 STATION LOCATION 4.00 SY CTH H CTH H PROJCT TOTAL DIVISION FROM/TO STATION LOCATION CAVATION COMMON.00 CY AVAILABL MATRIAL UNPANDD FILL PANDD FILL MASS ORDINAT /- (14) WAST BORROW 8.00 CY NOT: CURB AND GUTTR ADJACNT TO RMOVING PAVMNT INCLUDD WITH RMOVING PAVMNT ITM. RMOVING CURB & GUTTR 4.0 RMOVING CURB & GUTTR STATION TO STATION LOCATION LF , RT CTH H , RT CTH H , LT & RT CTH H , LT & RT CTH H Factor Cut CTH H SOUTH DIVISION CTH H NORTH DIVISION 1 SUBTOTAL UNDISTRIBUTD 0 14) TH MASS ORDINAT OR - QTY CALCULATD R TH DIVISION. PLUS QUANTITY INDICATS AN CSS OF MATRIAL WITHIN TH DIVISION. MINUS INDICATS A SHORTAG OF MATRIAL WITHIN TH DIVISION. 1) BORROW WILL B PAID ONLY IF THR IS INSUFFICINT WAST MATRIAL WITHIN TH DIVISION. BAS AGGRGAT DNS AND WATR NOT: CURB AND GUTTR ADJACNT TO RMOVING PAVMNT INCLUDD WITH RMOVING PAVMNT ITM. RMOVING CONCRT SIDWALK STATION LOCATION 4.01 SY , RT CTH H RMOVING GUARDRAIL STATION LOCATION LF , LT & RT CTH H PROJCT TOTAL BAS AGGRGAT DNS 1 1/4-INCH WATR STATION TO STATION LOCATION TON MGAL STRUCTUR CTH H STRUCTUR - CTH H 8 0. PROJCT TOTALS 1.4 CONCRT PAVMNT S CONCRT PAVMNT INCNTIV STRNGTH CONCRT PAVMNT 9-INCH CONCRT PAVMNT APPROACH SLAB STATION TO STATION LOCATION SY DOL SY CTH H BRIDG CTH H BRIDG CTH H CTH H PROJCT TOTAL PROJCT NO: HWY: CTH H COUNTY: BROWN MISCLLANOUS QUANTITIS SHT FIL NAM:F:\TR\JOBS\1897A09\QUANTITY\1897-MISCLLANOUS QUANTITIS ORIGINATOR: OMNNI ASSOCIATS ORIG. DAT: 1/1/09 RV. DAT: // PRINT DAT: // 3.1

10 ALL ITMS AR CATGORY 00 UNLSS OTHRWIS NOTD DRILLD TI BARS & DRILLD DOWL BARS CONCRT CURB & GUTTR CONCRT SIDWALK 4-INCH & DTCTABL WARNING FILD DRILLD DRILLD TI BARS DOWL BARS STATION LOCATION ACH ACH , RT CTH H , RT CTH H CTH H CTH H STATION TO STATION LOCATION INCH TYP A LF , RT CTH H , RT CTH H , RT & LT CTH H , RT & LT CTH H CURB RAMP SIDWALK DTCTABL WARNING 4-INCH FILD YLLOW STATION TO STATION LOCATION SF SF , RT CTH H STRUCTUR CTH H 60 8 STRUCTUR - CTH H , 16 3 NDWALLS AND INLTS STORM SWR SUMMARY RCP INLT TOP OF NDWALLS INLTS COVRS COVR/ TOP OF STRUCTUR STRUCTUR 1-INCH TYP 3 TYP H FLANGLIN STRUCTUR INVRT DPTH RMARKS NUMBR STATION DIST. DIR. STRUCTUR ACH ACH ACH LVATION LVATION LVATION (FT) LT INLT RT INLT RT NDWALL JOINT TIS RQD PROJCT TOTALS RCP CLASS III 1-INCH INLT DISCHARG FROM TO LF LVATION LVATION PROJCT TOTAL 8 NOTS: 1. LOCATION RFRS TO TH CNTR OF STRUCTUR. LVATIONS RFR TO TH GUTTRLIN R INLTS. 3. ALLOWANCS R ADJUSTMNT RINGS AND FRAMS AR AS LLOWS: INLTS WITH INLT TOPS: 1.0'. STRUCTUR DPTH QUALS TH TOP OF COVR/GUTTR LVATION MINUS TH ADJUSTMNT DPTH MINUS TH INVRT LVATION. TURBIDITY BARRIR STATION LOCATION SY 1980 CTH H CTH H PROJCT TOTAL 17 3 LANDSCAPING ROSION CONTROL ITMS SDING SDING FRTILIZR TOPSOIL MULCHING TMPORARY NO 40 TYP B STATION TO STATION LOCATION SY SY LB LB CWT , RT CTH H STRUCTUR, LT CTH H STRUCTUR, RT CTH H STRUCTUR-90, LT CTH H STRUCTUR-, RT CTH H UNDISTRIBUTD CTH H PROJCT TOTALS MOBILIZATIONS INLT TMPORARY SILT SILT FNC MOBILIZATIONS MRGNCY PROTCTION DITCH FNC MAINTNANC ROSION ROSION TYP C CHCKS CONTROL CONTROL STATION TO STATION LOCATION LF LF ACH ACH ACH LF 1890-STRUCTUR, LT CTH H STRUCTUR, RT CTH H STRUCTUR-8, LT CTH H STRUCTUR-, RT CTH H UNDISTRIBUTD CTH H PROJCT TOTALS PROJCT NO: HWY: CTH H COUNTY: BROWN MISCLLANOUS QUANTITIS SHT FIL NAM: :F\TR\JOBS\1897A09\QUANTITY\1897-MISCLLANOUS QUANTITIS ORIGINATOR: OMNNI ASSOCIATS ORIG. DAT: 1/1/09 RV. DAT: // PRINT DAT: // 3.

11 ALL ITMS AR CATGORY 00 UNLSS OTHRWIS NOTD 3 MOVING SIGNS MOVING RMOVING POSTS WOOD SIGNS SMALL SIGN 4 6-INCH FROM TO FAC TYP II SUPPORTS 16 FT STATION LOCATION STATION LOCATION DIR. DSCRIPTION ACH ACH ACH RMARKS 19, LT CTH H 19, LT CTH H SB D PR POPULATION, NO PARKING 1 1 INSTALL ' FROM BACK OF CURB PROJCT TOTALS TRAFFIC CONTROL PAVMNT MARKING **** **** WARNING SRVIC BARRICADS LIGHTS PRIOD DRUMS TYP III TYP A SIGNS STAG / LOCATION DAYS NO DAYS NO DAYS NO DAYS NO DAYS CTH H BRIDG CLOSUR 7 0 1,00 8,0 16 1,0 UNDISTRIBUTD 0 PROJCT TOTALS 0 1,00,0 1,0 RMOVING WORDS STOPLIN DIAGONAL CROSSWALK POY PAVMNT BIK LAN POY POY POY 4-INCH 4-INCH 4-INCH MARKINGS POY 18-INCH 1-INCH 6-INCH YLLOW WHIT (WHIT) (WHIT) (YLLOW) (WHIT) STATION LOCATION LF LF LF LF ACH LF LF LF CTH H CTH H RT HOWARD AV PROJCT TOTALS **** R INRMATON ONLY. CONSTRUCTION STAKING SAWING CONCRT STORM SWR CURB & STRUCTUR CONCRT SUPPLMNTAL SLOP SUBGRAD SYSTM GUTTR LAYOUT PAVMNT CONTROL STAKS CATGORY STATION TO STATION LOCATION ACH LF LF LS LF LS LF SAWING , RT CTH H CONCRT , RT CTH H STATION LOCATION LF CTH H , RT CTH H CTH H , RT CTH H 7 CATGORY 00 TOTALS CTH H STRUCTUR B--389 CTH H CTH H 46 CATGORY 00 TOTALS PROJCT TOTALS PROJCT NO: HWY: CTH H COUNTY: BROWN MISCLLANOUS QUANTITIS SHT FIL NAM: :F\TR\JOBS\1897A09\QUANTITY\1897-MISCLLANOUS QUANTITIS ORIGINATOR: OMNNI ASSOCIATS ORIG. DAT: 1/1/09 RV. DAT: // PRINT DAT: // 3.3

12 SCHDUL OF LANDS AND INTRSTS PARCL NO. 1 NAM WISCONSIN PUBLIC SRVIC COMPANY INTRST PL 0.01 AC VILLAG OF ASHWAUBNON PL 0.01 AC OWNR S NAMS AR SHOWN R RFRNC PURPOSS ONLY AND AR SUBJCT TO CHANG PRIOR TO TH TRANSFR OF LAND INTRSTS TO TH DPARTMNT PL ARA PI = CITY OF D PR N = = CIRCULAR D = 11^4 1" Da = 0^3 06" CD = N 3^13 18" PRIVAT CLAIM 6 RMOV ISTING STRUCTUR B--741 DG OF WATR 1 DG OF WATR PL PRMANNT LIMITD ASMNT R MBANKMNT & ROSION CONTROL PL PL L- WISCONSIN PUBLIC SRVIC VILLAG OF ASHWAUBNON PRIVAT CLAIM 6 1 WISCONSIN PUBLIC SRVIC COMPANY NW COR P.C. 6 CONCRT MARKR Y WPS & TIM WARNR CABL T = 9.1 R = L = 17.3 CONCRT CURB & GUTTR 30-INCH TYP A TYP WTLANDS, TYP 4 AT & T WISCONSIN PL L-4 SLOP INTRCPT TYP CONCRT CURB & GUTTR IST. PC = WISCONSIN PUBLIC SRVIC SAWCUT AND MATCH ISTING 1.3 RMOVING INLTS 30-INCH TYP A, TYP SAWCUT AND MATCH ISTING VILLAG OF ASHWAUBNON UTILITY DUCT BGIN CONSTRUCTION STA 1780 COORDINAT LIST PT# Y (BROWN COUNTY) CURB RAMP TYP CTH H CONCRT CURB & GUTTR 30-INCH TYP A SAWCUT AND MATCH ISTING CURB RAMP TYP BGIN PROJCT STA Y = 48, = 86,1.63 PT = RMOVING SS BM6 GRN BAY MTROPOLITAN SWRAG DISTRICT SLOP INTRCPT TYP PRIVAT CLAIM 6 CITY OF D PR RMOVING GUARDRAIL BM1 STRUCTUR B--389 RIPRAP HAVY WITH GOTTIL FABRIC TYP HR TYP CONC PVMT APPR SLAB TYP DG OF WATR IST PL 39 GRN BAY MTROPOLITAN PL PRMANNT LIMITD ASMNT R.8 MBANKMNT & ROSION CONTROL SWRAG DISTRICT L- L-7 BM PL 0.01 PL DG OF WATR 38 NOT: BM MTR STATION ND PROJCT STA 8.00 Y = 48,9.9 = 86, VILLAG OF ASHWAUBNON TH RFRNC LIN ON THIS PLAN IS TH CONSTRUCTION RFRNC LIN AND NOT TH CNTRLIN OF ISTING RIGHT-OF-WAY BM1 BM BM3 BM4 VILLAG OF ASHWAUBNON IST. ND CONSTRUCTION STA.00 PRIVAT CLAIM \ 1 \ RT 73.3, 6 RT 3\, 1 \ LT , 64 \ RT (NAVD 88) AT & T WISCONSIN VILLAG OF ASHWAUBNON DOT CAP S CORNR OF BRIDG 60d SPIK IN POWR POL # GG41 (BURY) BOLT HYDRANT (BURY) BOLT HYDRANT BROWN COUNTY SURVY MARKR ON NORTHRLY LIN OF P.C. 6 CONCRT MARKR Y LIN BARING DIST. BM 11\, 43 \ RT CHISL "" ON NORTH SID OF MTR STATION BM6 188, 49 \ RT CHISL "" ON NORTH SID OF SAN MH RIM YARDAG SUMMARY C COMMON = 8 CY FILL = 30 CY WAST = 61 CY L = 80 K = 64 YARDAG SUMMARY C COMMON = 36 CY FILL = 0 WAST = 36 CY NOT: A PRMANNT LIMITD ASMNT (PL) IS A RIGHT R CONSTRUCTION AND MAINTNANC PURPOSS, AS DFIND HRIN, INCLUDING TH RIGHT TO OPRAT NCSSARY QUIPMNT THRON AND TH RIGHT OF INGRSS AND GRSS, AS LONG AS RQUIRD R SUCH PUBLIC PURPOS, INCLUDING TH RIGHT TO PRSRV, PROTCT, RMOV, OR PLANT THRON ANY VGTATION THAT TH HIGHWAY AUTHORITIS DM NCSSARY OR DSIRABL, BUT WITHOUT PRJUDIC TO TH 96 OWNR S RIGHT TO MAK OR CONSTRUCT IMPROVMNTS ON SAID LANDS OR TO FLATTN SLOPS PROVIDING SAID ACTIVITIS WILL NOT IMPAIR OR OTHRWIS ADVRSLY AFFCT TH HIGHWAY 96 FACILITIS. ISTING GROUND FINISHD PROFIL ON 9 9 ISTING STRUCTUR B STRUCTUR B STA 00 RMOV STRUCTUR B--741 SINGL SPAN CONC DCK GIRDR 64 BACK TO BACK OF ABUTMNTS 44 CLAR WIDTH STA 00 STRUCTUR B--389 SINGL SPAN 4W" PPC GIRDR 91.8 BACK TO BACK ABUTMNTS 44 CLAR WIDTH 86 S BRIDG DRAWINGS PROJCT NO: HWY: CTH H (BROADWAY ST) COUNTY: BROWN PLAN AND PROFIL: CTH H SHT.1 FIL NAM : PLOT NAM : PLOT SCAL :.0000 ft / IN. WISDOT/CADDS SHT 40

13 CTH H - SOUTH ARA (SF) Incremental Vol (CY) (Unadjusted) Cumulative Vol (CY) STATION Cut Fill Cut Fill Cut xpanded Fill Mass Ordinate NDS ABRUPTLY STRUCTUR CTH H - NORTH ARA (SF) Incremental Vol (CY) (Unadjusted) Cumulative Vol (CY) STATION Cut Fill Cut Fill Cut xpanded Fill Mass Ordinate STRUCTUR BGINS ABRPUTLY PROJCT NO: HWY: CTH H COUNTY: BROWN ARTHWORK QUANTITIS SHT FIL NAM: F/TR/JOBS/1897A09/QUANTITIS/1897A09_earthwk ORIGINATOR: OMNNI ASSOCIATS ORIG. DAT: 8/17/ RV. DAT: 8// PRINT DAT: August, 9.1

14 C L FT DSIGN L = ORIG L = 9.69 SAN % % -4: DSIGN L = ORIG L = 9.99 SAN BGINS ABRUPTLY STA % % -4: ORIG L = ORIG L = ORIG L = ORIG L = BGIN CONSTRUCTION 9 STA C L PROJCT NO: HWY: CTH H (BROADWAY ST) COUNTY: BROWN CROSS SCTIONS: SHT 9. FIL NAM : F:\TR\JOBS\1897A09\Sheets\Plan\18971.dgn PLOT DAT : /8/ 9:43:19 AM PLOT BY : OMNNI - fuerstm PLOT NAM : PLOT SCAL :.00 " / IN. WISDOT/CADDS SHT 1

15 FT 0 STRUCTUR B--389 STA TO STA 4.9 DSIGN L = ORIG L = DSIGN L = 94. ORIG L = CONC PVMT APPR SLAB DSIGN L = ORIG L = SAN % -4% -4: C L PROJCT NO: HWY: CTH H (BROADWAY ST) COUNTY: BROWN CROSS SCTIONS: SHT 9.3 FIL NAM : F:\TR\JOBS\1897A09\Sheets\Plan\1897.dgn PLOT DAT : /8/ 9:4: AM PLOT BY : OMNNI - fuerstm PLOT NAM : PLOT SCAL :.00 " / IN. WISDOT/CADDS SHT 1

16 C L FT ORIG L = SAN L = ND CONSTRUCTION 8 STA ORIG L = SAN L = NDS ABRUPTLY 8 00 STA DSIGN L = 91. ORIG L = % % -4:1 CONCRT APPROACH SLAB DSIGN L = ORIG L = CONC PVMT % 90 APPR SLAB TL DSIGN L = ORIG L = 91.7 TL TL TL C L PROJCT NO: HWY: CTH H (BROADWAY ST) COUNTY: BROWN CROSS SCTIONS: SHT 9.4 FIL NAM : F:\TR\JOBS\1897A09\Sheets\Plan\18973.dgn PLOT DAT : /8/ :1:38 AM PLOT BY : OMNNI - fuerstm PLOT NAM : PLOT SCAL :.00 " / IN. WISDOT/CADDS SHT 1

PRELIMINARY AND FINAL SITE PLAN DAR-UL-ISLAH, 320 FABRY TERRACE TAX LOT 10 & 11, BLOCK 4402 TOWNSHIP OF TEANECK, BERGEN COUNTY, NEW JERSEY

PRELIMINARY AND FINAL SITE PLAN DAR-UL-ISLAH, 320 FABRY TERRACE TAX LOT 10 & 11, BLOCK 4402 TOWNSHIP OF TEANECK, BERGEN COUNTY, NEW JERSEY PRLIMINARY AND FINAL SIT PLAN, 320 FABRY TRRAC TAX LOT 10 & 11, BLOCK 4402 TOWNSHIP OF TANCK, BRGN COUNTY, NW JRSY SIT DSIGND BY 2 PR NG. RPORTS AND BOARD APPROVAL A A 09/22/09 PR ZONING RPORT DATD 09/02/09