CEDAR RAPIDS LINN COUNTY SOLID WASTE AGENCY SITE 2. LIQUIDS ROAD AND DRAINAGE IMPROVEMENTS Marion, Iowa

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OUNTY HOME RO INEX OF RINS ENERL ontract rawings For PROJET LOTIONS HIHY 5 ER RPIS LINN OUNTY SOLI STE ENY SITE 2 00-00 00-0 OVER N INEX

PLN LIQUIS PRORM RE ETILS 0-0 0-02 RINE IMPROVEMENTS SITE PLN RINE IMPROVEMENTS ETILS LIQUIS RO N RINE IMPROVEMENTS Marion, Iowa EHO

1 OUNTY HOME RO INEX OF RINS ENERL ontract rawings For PROJET LOTIONS HIHY 5 ER RPIS LINN OUNTY SOLI STE ENY SITE OVER N INEX SITE PLN N ENERL IVIL LIQUIS PRORM RE SITE PLN LIQUIS PRORM RE SETION, PROFILE, N POINT TLE LIQUIS RO ENLRE SITE PLN LIQUIS PRORM RE ETILS RINE IMPROVEMENTS SITE PLN RINE IMPROVEMENTS ETILS LIQUIS RO N RINE IMPROVEMENTS Marion, Iowa EHO HILL RO Issued for id SOURE: EROVIE SERVIES (ERIL) IMERY TE 9/27/207 RLS SITE 2 SITE LOTION MP SLE :500 HR Project No May 208 5/0/208

2 PROJET ESRIPTIONS THE PROJET ONSISTS OF THE FOLLOIN MJOR ELEMENTS:. LIQUIS RO:. STORM TER LETON STRUTURE N SIN. EMERENY STORM TER SPILLY. ULVERT INSTLLTIONS. NE LIQUIS E RO E. LIQUIS RE F. RIN N SEEIN. OTHERS - SEE RINS 2. RINE IMPROVEMENTS:. STORM TER RINE SLES. ULVERT INSTLLTIONS. RIP RP SINS ITH HIKENOTTOM INLET. RIN N SEEIN E. OTHERS - SEE RINS ENERL : SYMOLS EXISTIN PROPOSE EXISTIN RE STRUTURL FILL REOMPTE LY LINER REFULLY OMPTE KFILL RINE IMPROVEMENTS LIMITS OF ONSTRUTION (SHE RE) SEE S 0-0 N 0-02 OUNTY HOME RO 30-RE LOSE ELL RINE IMPROVEMENTS ONTRTOR STIN/ LYON RE FILITY ENTRNE ONTRTOR E RO (SHRE ONER'S MIN E RO) SEE ENERL NOTE 3 MINISTRTIVE UILIN. TOPORPHY N SITE INFORMTION PROVIE Y VOR NIEMEYER LL TE JNURY 8, SITE OORINTES RE SE UPON IO STTE PLNE NORTH, NV88. THIS SYSTEM SHLL E USE FOR LL PROJET SURVEYIN N REOR OUMENT PROUTION. 3. O NOT OSTRUT LNFILL SITE E ROS, MIN E ROS, OR PROJET E/ERE ROUTE. OORINTE LL ROY ORK N PROUT ELIVERIES TO ENSURE ONTINUOUS SITE E. PPROXIMTE LIMITS OF ONSTRUTION ELL OORINTE OUNRY ROY MNHOLE ININ REEK IO HIHY 3 4. LOTE N PROTET SITE UTILITIES N STRUTURES (INLUIN MONITORIN ELLS, PIEZOMETERS, ROUNTER ONTROL STNPIPES, RISERS, TRENHES, URIE UTILITIES, LEHTE MNHOLES, ELETRIL, ET.) NY STRUTURES REMOVE OR ME SHLL E REPIRE N REPLE T ONTRTOR'S EXPENSE. 5. PROTET LL ORK FROM EROSION N SEIMENT USE Y THE EXISTIN LNFILL. SEIMENT UMULTION ITHIN THE ORK RE SHLL E REMOVE T ONTRTOR'S EXPENSE. IT IS THE ONTRTOR'S RESPONSIILITY TO ENSURE EROSION ONTROL MESURES MEET MINIMUM FEERL, STTE, N LOL REULTIONS. EXISTIN ONTOUR PROPOSE ONTOUR EXISTIN POER POLE UNERROUN ELETRIL SERVIE PIEZOMETER 3-RE LINE ELL (TIVE LNFILL) 6. ONTRTOR MUST OMPLY ITH ONER'S NPES PERMIT N SPPP FOR THE ENTIRE URTION OF THE PROJET. 7. MONITOR N MINTIN FUNTION OF EXISTIN RINE HNNELS, ULVERTS, SEIMENT SINS, N TRPS FFETE Y THE ORK. ONTRTOR SHLL REMOVE UMULTE SEIMENT N ERIS FROM THE ONTROL STRUTURES FOLLOIN OMPLETION OF THE ORK N PLE T LOTION PPROVE Y ONER. 8. OTIN LL REQUIRE ORRO SOIL FROM THE PPROVE SOIL ORRO RE, UNLE OTHERISE IRETE. OORINTE E ITH ONOIN ONER OPERTIONS ITHIN ORRO RE. O NOT ORRO ELO RES IENTIFIE ON SURVEY RE STKES ITHIN THE ORRO RE. FOS FOS FOS ROUNTER MONITORIN ELL LIHT POLE HYRNT TERLINE STREET LIHT PROPERTY OUNRY FIER OPTI SERVIE X X X X 9. IN LL SES ONTRTOR SHLL TKE RE TO PREVENT ME TO ESTLISHE VEETTION N FINL OVER SYSTEM UE TO ONTRTOR VEHILE TRFFI. ONTRTOR SHLL REPIR LL VEETTION N SOIL ME (i.e. RUTTIN) USE Y ONSTRUTION TIVITIES IN MNNER SUITLE TO ONER PRIOR TO OMPLETION OF PROJET ORK. 0. HERE ESINTE E ROS TO ONSTRUTION RES RE NOT SHON ON RINS, OORINTE PLNNE E ROUTES ITH ONER N ENINEER T THE PRE-ONSTRUTION ONFERENE. LL ROUTES SUJET TO ONER PPROVL.. ONTRTOR IS RESTRITE FROM ENTERIN THE EXISTIN EMETERY ITHOUT PRIOR PPROVL FROM ONER. UNERROUN LNFILL S LINE PERMITTE STE OUNRY EXISTIN EMETERY. SEE NOTE. PHSE 2 (TIVE LNFILL) PHSE 4 (TIVE LNFILL) PHSE (TIVE LNFILL) LIQUIS RO LIMITS OF ONSTRUTION (SHE RE) SEE S 0-0 N 0-02 PHSE 3 (TIVE LNFILL) X X X X X SEIMENTTION SIN SITE PLN LIQUIS RO ONTRTOR STIN/ LYON RE PHSE 5 (FUTURE LNFILL) PPROVE SOIL ORRO RE SLE PROJET MNER M LEN 0 5/0/208 IUE FOR I IUE TE ESRIPTION SOLI STE PROJET NUMER LERH ER RPIS LINN OUNTY SOLI STE ENY SITE 2 LIQUIS RO N RINE IMPROVEMENTS SITE PLN N ENERL 0 " 2" FILENME 00-0.dwg SLE S SHON 00-0

3 . TOPORPHI INFORMTION OTINE Y VOR NIEMEYER LL TE JNURY 8, 208. LEEN: EXISTIN 2' ONTOUR 2. MEN SOIL ITH MINIMUM 2" OF ONER PROVIE OMPOST, SEE, N FERTILIZE SLOPE. INSTLL NORTH MERIN REEN S50 PER MNUFTURER'S SPEIFITIONS. EXISTIN 0' ONTOUR FILL PLN 2' ONTOUR FILL PLN 0' ONTOUR E ROS RE LIQUIS RE ITH N LETON STRUTURE TO RIN TO EXISTIN RP ULVERT X X X X X X X ' 23 O NOT IMPEE EXISTIN RP RINE Y LIQUIS RO SEE ETIL / % 8 8.% % % 2.9% INSTLL 2' HIN LINK FENE PER SUS SETION INSTLL ULVERT 3. SEE PIPIN N STRUTURE SHEULE REMOVE N SLVE EXISTIN EROSION STONE FOR USE IN NE STORM TER LETON % 80 PHSE 2 (TIVE) PPROXIMTE LIQUIS RE SEE SETION /00-02 PHSE 4 (TIVE) 7.3%8.9% 828 LIQUIS RE ITH SEE ETIL 5/ LIQUIS RE OUNRY INSTLL NE RINE TERRES T MIN. 2% SLOPE. SEE ETIL 4/ INSTLL LETON STRUTURE. SEE ETIL 7/00-04 TIE-IN EXISTIN TERRE TO NE LETON STRUTURE H3:V 80 RERE EXISTIN SLOPE TO MXIMUM 3: SLOPE. OMPOST, SEE, N FERTILIZE THE ISTURE SLOPE. INSTLL NORTH MERIN REEN S50 PER MNUFTURERS SPEIFITIONS ' RE-RE N SEE RE SEE NOTE INSTLL NE RINE TERRES T MIN. 2% SLOPE. SEE ETIL 4/ MINTIN 30' IE RO SEE ENLRE SITE PLN EXISTIN SEIMENTTION SIN SEE NOTE 2 PHSE (TIVE) PHSE 3 (TIVE) RERE RO TO MXIMUM 0% VERTIL SLOPE ITH PPROX. 2% SOUTHERN RO SLOPE. IEN RO HERE NEEE TO ENSURE ONSISTENT 30' MINIMUM ITH N SMOOTH RE TO REMOVE RUTS N HUMPS PRIOR TO PPLYIN ROK SURFIN. (PPROX. 70 LF) 860 REMOVE EXISTIN FENE N TERMINTE T EXISTIN POSTS. (PPROX. 90 LF). INSTLL ULVERT 4. SEE PIPIN N STRUTURE SHEULE X X X X X X X X X X X X X X SLVE EXISTIN FLRE EN SETION EXPOSE SEPRTE SETION OF EXISTIN RP ULVERT. REMOVE N RESET EXISTIN RP ULVERT SETIONS PER ITY OF ER RPIS STNR SPEIFITIONS. X X PROJET MNER M LEN 0 5/0/208 IUE FOR I IUE TE ESRIPTION SOLI STE PROJET NUMER LERH ER RPIS LINN OUNTY SOLI STE ENY SITE 2 LIQUIS RO N RINE IMPROVEMENTS 0 " 2" FILENME LIQUIS PRORM RE SITE PLN SLE 00-0.dwg "= 60' 00-0

4 POINT NO. NORTHIN ESTIN POINT TLE ELEVTION ESRIPTION LIQUIS RE ITH LIMITS OF LIQUIS PRORM LIQUIS RE ITH ENTER OF RIUS FLOLINE POINT THIS EE OF LIQUIS RE POINT THIS VRIES VRIES ESIN RE EE OF LIQUIS RE POINT THIS FLOLINE POINT. THIS EXISTIN RE LIQUIS ITH. SEE ETIL 5/00-04 LIQUIS ITH. SEE ETIL 5/ ENTER OF RIUS EE OF LIQUIS RE EE OF LIQUIS RE EE OF LIQUIS RE EE OF LIQUIS RE EE OF LIQUIS RE 00-0 LIQUIS RE SETION " = 0' HORIZONTL " = 2' VERTIL EE OF LIQUIS RE LIQUIS RE ITH FLOLINE LIQUIS RE ITH FLOLINE LIQUIS RE ITH FLOLINE LIQUIS RE ITH FLOLINE LIQUIS RE ITH FLOLINE 85 EXISTIN RE LIQUIS RE ITH FLOLINE TERRE FLOLINE TERRE FLOLINE TERRE FLOLINE TERRE FLOLINE Pipe Name ulvert Inlet N: 3,500,523.6' E: 5,448,698.96' IE: ' ulvert Schedule Table Outlet N: 3,500,397.93' E: 5,448,748.95' IE: ' Size 24" Length 37.3' Slope 9.28% ESIN RE TERRE FLOLINE TERRE FLOLINE ulvert 2 N: 3,500,52.48' E: 5,448,694.75' IE: ' N: 3,500,396.25' E: 5,448,744.75' IE: ' 24" 37.3' 9.28% 795 INSTLL 24" HPE FES TERRE FLOLINE TERRE FLOLINE ulvert 3 ulvert 4 N: 3,500,635.24' E: 5,448,065.69' IE: ' N: 3,500,67.98' E: 5,449,754.35' IE: ' N: 3,500,643.0' E: 5,448,94.63' IE:.25' N: 3,500,59.69' E: 5,449,752.94' IE: ' 8" 8" 29.3' 80.3' 4.20% 0.50% INSTLL 2 24" S N-2 PIPES ITH FES 22.5 MINTIN MINIMUM 2' SOIL OVER OVER ROYS SEE ETIL 6/00-04 INSTLL 24" HPE FES EN 24" HPE PIPE OR INSTLL 22.5 ELO ULVERT N 2 PROFILE " = 0' HORIZONTL " = 0' VERTIL PROJET MNER M LEN 0 5/0/208 IUE FOR I IUE TE ESRIPTION SOLI STE PROJET NUMER LERH ER RPIS LINN OUNTY SOLI STE ENY SITE 2 LIQUIS RO N RINE IMPROVEMENTS LIQUIS PRORM RE SETION, PROFILE, N POINT TLE 0 " 2" FILENME SLE dwg S SHON 00-02

5 LEEN:. TOPORPHI INFORMTION OTINE Y VOR NIEMEYER LL TE JNURY 8, 208. EXISTIN 2' ONTOUR EXISTIN 0' ONTOUR ESIN 2' ONTOUR ESIN 0' ONTOUR E ROS INSTLL RIP RP LETON STRUTURE SEE ETIL 7/ % LETON SIN SEE ETIL 6/ > 22 EMERENY SPILLY SEE ETIL 2/00-04 POINT NO NORTHIN ESTIN POINT TLE ELEVTION ESRIPTION EE OF LETON SIN EE OF LETON SIN EE OF LETON SIN EE OF LETON SIN TOP OF LETON SIN TOP OF LETON SIN TOP OF LETON SIN TOP OF LETON SIN TOP OF LETON SIN OTTOM OF EMERENY SPILLY OTTOM OF EMERENY SPILLY TOP OF LETON SIN TOP OF LETON SIN TOP OF LETON SIN EMERENY SPILLY RO ROIN INSTLL 2 24" S N-2 PIPE. SEE PROFILE / EMERENY SPILLY RO ROIN EMERENY SPILLY RO ROIN TIE-IN TO EXISTIN SEIMENTTION SIN EMERENY SPILLY RO ROIN FLRE EN SETION N RIP RP PRON ETIL. SEE ETIL 3/ EXISTIN ULVERT PROJET MNER M LEN 0 5/0/208 IUE FOR I IUE TE ESRIPTION SOLI STE PROJET NUMER LERH ER RPIS LINN OUNTY SOLI STE ENY SITE 2 LIQUIS RO N RINE IMPROVEMENTS 0 " 2" FILENME LIQUIS RO ENLRE SITE PLN SLE dwg "= 20' 00-03

6 5'-0" PPROX. 30'-0" 5'-0" UT K EXISTIN RE T 5: MX SLOPE T TIE-IN (S NEEE) KILL ITH EXVTE INTERMEITE OVER SOIL OR LEN STRUTURL FILL TO PREVENT STORM TER YP (S NEEE). ENSURE POSITIVE RINE TO LETON FLO LINE 0'-0" ' MIN 2 VRIES VRIES 4 ' MIN 2' 2" SURFE OURSE. RTION 30 PER IO OT ST. SPE. 0" RETE SE OURSE. RTION -6 PER IO OT ST. SPE LIQUIS RO SETION 5 OZ/SY ROY EOTEXTILE. MIRFI 500X OR EQUL N INSTLLE PER MNUFTURER'S SPEIFITIONS N SUS SPEIFITION EXISTIN INTERMEITE OVER EXVTE HERE NEERY TO MEET SETION EOMETRY SEE NOTE L E REVETMENT STONE SEE NOTE 3 SEPRTION EOTEXTILE SEE NOTE 2 PLE STRUTURL FILL HERE NEERY TO MEET SETION EOMETRY L EMERENY SPILLY ETIL. HERE NEERY TO UT K EXISTIN RE TO MEET ESIN EOMETRIES, EXVTE MTERIL MY ONSIST OF INTERMEITE OVER SOILS MIXE ITH STE. HERE ENOUNTERE, ONTRTOR SHLL STOKPILE LL SOILS ITH MIXE STE N ISPOSE T LNFILL TIVE FE IN OORINTION ITH ONER. ONTRTOR SHLL EXVTE MINIMUM ' OF STE N KFILL ITH NOMILLY OMPTE LEN ORRO SOIL. 2. EOTEXTILE TO E NON-OVEN 8 OZ/SY. ENSURE MIN 2' OVERLP T LL EOTEXTILE SEMS ITH UPSLOPE EOTEXTILE LPPE OVE ONSLOPE EOTEXTILE. 3. T SPILLY RO ROIN, MOIFY ETIL Y IN N ITIONL FT OF MM STONE OVE L REVETMENT N MIN. 5 FT ON LL SIES. ULVERT ITH FES ONSTRUTE RE PLN PIPE I. L 24" 8' 22' 4' MEN SOIL ITH 2" OF OMPOST, SEE, FERTILIZE N INSTLL REP ON LL FINL SURFES STRUTURL FILL TERRE 2 (MIN) 4'-0" 2 2'-0" STORMTER TO RIN OFF LIQUIS RE INTO PERIMETER ITHES FROM NORTH, EST, N SOUTH SIES OF THE LIQUIS RE. 2'-0" 4' SEE, FERTILIZE, N INSTLL REP ON LL FINL SURFES. 4 (MIN) 4: RE TO MTH EXISTIN RE. 4 (MIN) 2' EEP L 'E' REVETMENT STONE FLOLINE OF TERRE FLRE EN SETION N RIPRP PRON ETIL SETION EOTEXTILE (8 OZ) LON LL INTERFE RES ITH ROUN ONTT ~4 EXISTIN SOIL N STE UT K EXISTIN RE T 3: MX SLOPE T TIE-IN (S NEEE) TERRE ETIL KILL ITH EXVTE INTERMEITE OVER SOIL OR LEN STRUTURL FILL TO PREVENT STORM TER YP (S NEEE). ENSURE POSITIVE RINE TO LETON FLO LINE EXISTIN SOIL N STE LIQUIS ITH ETIL 2" SURFE OURSE 0" ROY RETE ROE EOTEXTILE MINIMUM OVER ETERMINE Y MNUFTURER'S SPEIFITIONS S N-2 ST I PIPE VRIES, SEE RIN PLN EXISTIN RE OF ERTHEN RINE HUTE 5'-0" ' MIN 5'-0" '-6" 5'-0" ' MIN STRUTURL FILL REFULLY OMPTE KFILL SHPE N OMPT ENETH N ROUN PIPE ULVERT RO ROIN 6" TYP 42" MIN (TYP) EXISTIN INTERMEITE OVER EXVTE HERE NEERY TO MEET SETION EOMETRY SEE N STORM TER LETON STRUTURE SETION L REVETMENT STONE 2 OZ EOTEXTILE SEE NOTE 2 PLE STRUTURL FILL HERE NEERY TO MEET SETION EOMETRY. HERE NEERY TO UT K EXISTIN RE TO MEET ESIN EOMETRIES, EXVTE MTERIL MY ONSIST OF INTERMEITE OVER SOILS MIXE ITH STE. HERE ENOUNTERE, ONTRTOR SHLL STOKPILE LL SOILS ITH MIXE STE N ISPOSE T LNFILL TIVE FE IN OORINTION ITH ONER. 2. ENSURE MIN 2' OVERLP T LL EOTEXTILE SEMS ITH UPSLOPE EOTEXTILE LPPE OVE ONSLOPE EOTEXTILE. 3. IN RES OF UT, ENSURE SMOOTH SOIL SURFE N PROVIE ONTINUOUS SOIL ONTT ITH EOTEXTILE MTERIL LON ENTIRE LETON SETION. PROJET MNER M LEN 0 5/0/208 IUE FOR I IUE TE ESRIPTION SOLI STE PROJET NUMER LERH ER RPIS LINN OUNTY SOLI STE ENY SITE 2 LIQUIS RO N RINE IMPROVEMENTS 0 " 2" FILENME LIQUIS PRORM RE ETILS SLE dwg S SHON 00-04

7 OUNTY HOME RO FILITY ENTRNE 844 L- SF SF SF SF IE: ' IE: ' 848 SF SF " HPE ULVERT ITH FES SEE ETIL / PPROXIMTE LIMITS OF 30-RE LOSE ELL INSTLL HIKENOTTOM HI-2L INLET ITH 8' RIUS RIPRP PRON. SEE NOTE 3. L-0 STRIP EXISTIN VEETTION N RE RE TO RIN TO HIKEOTTOM INLET ONTRTOR SHLL INSTLL SILT FENE PER SUS L EXISTIN LNFILL S ELLS N UNERROUN PIPIN ONTRTOR SHLL INSTLL SILT FENE PER SUS L SF SF SF 2" HPE ULVERT ITH FES SEE ETIL 2/002 INSTLL HIKENOTTOM HI-2L INLET ITH 8' RIUS RIPRP PRON. SEE NOTE 3. STRIP EXISTIN VEETTION N RE RE TO RIN TO HIKEOTTOM INLET RINE SLE (MIN 2% RE) SEE ETIL 3/002 (PPROX. 225 LF) MIN E RO SF SF SF SF IE: ' IE: ' 864 SF SF SF SF SF SF LEEN: EXISTIN 2' ONTOUR EXISTIN 0' ONTOUR E ROS. TOPORPHI INFORMTION OTINE Y VOR NIEMEYER LL TE JNURY 8, ONTRTOR SHLL LOTE LL EXISTIN UTILITIES PRIOR TO STRT OF ONSTRUTION. ONTRTOR SHLL PROTET LL UTILITIES URIN ONSTRUTION N NY ME SHLL E REPIRE T THE ONTRTORS EXPENSE. 3. FIEL LOTE N STKE RINE INLET STRUTURE PLNNE LOTION T ONSTRUTE LO POINT N ENSURE POSITIVE RINE INTO STRUTURE FROM LL IRETIONS. LOTION TO E PPROVE Y ONER N ENINEER PRIOR TO ONSTRUTION. 4. ONTRTOR SHLL TOPSOIL, FERTILIZE, N SEE LL ISTURE RES. SEE SPEIFITIONS. 30-RE LOSE ELL L-7 PROJET MNER M LEN 0 5/0/208 IUE FOR I IUE TE ESRIPTION SOLI STE PROJET NUMER LERH ER RPIS LINN OUNTY SOLI STE ENY SITE 2 LIQUIS RO N RINE IMPROVEMENTS RINE IMPROVEMENTS SITE PLN 0 " 2" FILENME SLE 0-0.dwg " = 30' 0-0

8 EXISTIN ROUN SURFE LOTE EXISTIN UNERROUN ELETRI SUPPLY N LEHTE FOREMIN PRIOR TO EXVTION HIKENOTTOM HI-2L INLET RIP RP SIN 8' IE, 2' EEP, 4: SIESLOPES FLRE EN SETION (TYP.) SEE NOTE 5.67% EL ' EL ' EL ' 2" S N-2 ULVERT EXISTIN SOIL 75' (PPROX.) INSTLL 8" EEP RIP RP N 8 OZ/SY NON-OVEN EOTEXTILE 00 NORTHEST IMPROVEMENT RO SETION NOTE:. INSTLL PIPE EIN N KFILL PER S INSTLLTION UIELINES. LOTE EXISTIN UNERROUN ELETRI SUPPLY N LEHTE FOREMIN PRIOR TO EXVTION ROUN SURFE HIKENOTTOM HI-2L INLET RIPRP SIN 8' IE, 2' EEP, 4: SIESLOPES TIE-IN TO EXISTIN RE FLRE EN SETION (TYP.) SEE NOTE EL ' EIN SLE T TOE OF SLOPE 0' EL ' 5.7% EL.00' 5 5 2" S N-2 ULVERT EXISTIN SOIL INSTLL 8" EEP RIP RP N 8 OZ/SY NON-OVEN EOTEXTILE 2 00 NORTHEST IMPROVEMENT RO SETION NOTE: 35 LF (PPROX.) MEN SOIL ITH 2" OF ONER PROVIE OMPOST, SEE, FERTILIZE, N INSTLL REP ON LL ISTURE SURFES RINE SLE ETIL RINE SLE TO E ONSTRUTE USIN FILL SOIL ONLY. NO UT SHLL E EPTLE.. INSTLL PIPE EIN N KFILL PER S INSTLLTION UIELINES. PROJET MNER M LEN 0 5/0/208 IUE FOR I IUE TE ESRIPTION SOLI STE PROJET NUMER LERH ER RPIS LINN OUNTY SOLI STE ENY SITE 2 LIQUIS RO N RINE IMPROVEMENTS RINE IMPROVEMENTS ETILS 0 " 2" FILENME SLE 0-02.dwg S SHON 0-02

VARNA TINY TIMBERS DRYDEN ROAD - N.Y.S. ROUTE 366 PRELIMINARY NOT FOR CONSTRUCTION NICK BELLASARIO & BUZZ DOLPH L100 JR. R/W TOWN OF DRYDEN, NY

VARNA TINY TIMBERS DRYDEN ROAD - N.Y.S. ROUTE 366 PRELIMINARY NOT FOR CONSTRUCTION NICK BELLASARIO & BUZZ DOLPH L100 JR. R/W TOWN OF DRYDEN, NY THO RESURVEYE 1 / JR. (.59') OUN 7 (11.00') 7 PIPE FOUN 75 79 78 SILT FENE 78 77 79 77 80 76 86 85 81 N 6 18'05" 7.' (01.75' P TO P) 8 8 8 98 98 T OLT ELEV. 87 99 R ITH OF Y 116 & PHILLIPS GRVEL RIVE 89