Olde River Condominiums

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1 y Landmark Real state & evelopment Village of llouez Project Information Owner(s): Landmark Real state & evelopment North Project Name: Project escription: (7) 2 unit condos with built in garages and (1) 1 unit condo with a built in garage Project ddress: 3010 Riverside rive ontact Information Owner(s): Landmark Real state & evelopment Keith arot 320 Main venue, #300 e Pere, WI ngineer:, LLP ontact: Tonya Wagner, P Security oulevard reen ay, WI (920) Pulaski Suamico Howard reen ay shwaubenon epere Wrightstown reenleaf New ranken LOTION enmark Sheet Index: 1 of 1 Site Survey 1.0 Site emolition Plan 2.0 Site Plan 3.0 rading & rosion ontrol Plan 3.1 Trail onnection Site, rading, & rosion ontrol Plan 4.0 Utility Plan 4.1 Utility Profile 4.2 Utility Profile 4.3 Utility Profile 5.0 Notes & etails 5.1 Notes & etails 5.2 rosion ontrol etails 6.0 iofilter & Pond etails 96 SIT STTISTIS Wayside Vicinity Map (not to scale) SIT R - 171,900 S UILIN - 35,472 S PVMNT - 24,809 S KS - 3,750 S PRVIOUS - 107,869 S

2 Legend raphic Scale SIN Y TW T IL.txt T SIT MOLITION NRL 1. LL SIT MOLITION N ISPOSL RIS SHLL OMPLY WITH TH ONTRT SPIITIONS N PPLIL LOL, STT, N RL STNRS N RULTIONS. RIS N ILL MTRIL XVT ROM TH SIT SHLL HUL TO N PPROV ISPOSL SIT. ONTRTOR WILL RQUIR TO PROVI PROO TH PROPOS UMP SIT IS PRMITT. 2. TH ONTRTOR SHLL VISIT TH SIT TO VRIY LL SIT ONITIONS ILLUSTRT TO MOLISH N I THR R PR-I QUSTIONS OR PRIV & RL ONLITS RRIN ONSTRUTION OUMNTS OMPR TO TUL ILL ONITIONS, SI ONTRTOR SHLL NOTIY TH NINR O ROR OR OWNR PRIOR TO IIN. I ONLITS XIST PPROPRIT RVISIONS WILL M TO TH IIN OUMNTS VI N NUM. 3. TH ONTRTOR SHLL NOT INTRRUPT XISTIN UTILITIS SRVIIN ILITIS OUPI N US URIN TH MOLITION O SIT IMPROVMNTS. I UTILITY INTRRUPTION IS RQUIR TH ONTRTOR SHLL OORINT TH INTRRUPTION WITH TH OWNR N PROPR NOTIITIONS WILL ISSU TO THOS T. NOTIITIONS R TH RSPONSIILITY O TH ONTRTOR. 4. TH ONTRTOR SHLL RSTOR NY STRUTURS, UTILITY, PVMNT, URS, SIWLKS, LNSP RS, T WITHIN TH LIMITS O TH SIT OR JOININ PROPRTIS ISTUR OR M URIN MOLITION TIVITIS. 5. S N, TH ONTRTOR SHLL RSPONSIL TO INSTLL N MINTIN TRI ONTROL VIS OR PROTTION O PSTRINS N VHIULR TRI. ONTROLS MY ONSIST O, UT NO LIMIT TO: LRS, RUMS, RRIRS, SINS, LIHTS, N NIN. OST O TRI ONTROL SHLL ORN Y TH ONTRTOR. 6. SIT UTILITIS ILLUSTRT ON TH ONTRT RWINS R PPROXIMT N SHLL NOT ONSTRU S 100% URT. TH UTILITIS WR PLOTT ON TH RWINS USIN IR'S HOTLIN. TH ONTRTOR SHLL IL LOT PTH N LOTION O LL UTILITIS LOT WITHIN TH LIMITS O SIT XVTION. ONTRTOR SHLL PL IR'S HOTLIN LL PRIOR TO XVTIN N LOL UTILITIS SHLL MRK OR LR Y UTILITY OMPNY PRIOR TO XVTIN. 7. ONTRTOR SHLL ULLY VLUT ONSTRUTION MNS N MSURS WHN TRMININ TH RMOVL LIMITS O TH MOLITION ITMS TO OMMOT ONSTRUTION O ILLUSTRT N SPII IMPROVMNTS N SI WORK SHLL TOR INTO TH I. 8. ONTRTOR SHLL OORINT SIT RWINS WITH TH RHITTURL RWINS WHR NSSRY. Number ate omments 9. URIN PR-I SIT INVSTITION N URIN ONSTRUTION I THR R ISSUS OR QUSTIONS PRTININ TO TH ONTRT RWINS RLT TO SIT WORK IMPROVMNTS TH OLLOWIN R ONTTS WHO N ONSULT WITH TO RSOLV QUSTIONS OR ISSUS: TONY WNR, MU & SSOITS LLP-PROJT NINR, (920) Site emolition Plan ile: ng dwg 1.0 RWIN NO.

3 SIN Y TW ile: ng dwg Site Plan Number ate omments T IL.txt T Legend raphic Scale NOT: TOTL PROPOS SPHLT = 24,071 S 2.0 RWIN NO.

5 SIN Y TW Trail onnection Site, rading, & rosion ontrol Plan ile: ng dwg Number ate omments raphic Scale T IL.txt T Legend 3.1 RWIN NO.

6 Legend SIN Y TW T IL.txt raphic Scale T Number ate omments LTRL SIZS (TYP.): 2" WTR LTRLS 4" SNITRY LTRLS INSULT PIP N THIR ROSSINS S N PR NR N SPS (11)(c)2. OPN XVTION IS NOT LLOW OR UTILITIS ROSSIN TH XISTIN STORM SWR U TO TH POSSIL IMPT ON TH STORM SWR STTLMNT. ON PLNS R PPROV, W WILL PROVI OUMNTTION O TH UTILITY SMNT. Utility Plan ile: ng dwg 4.0 RWIN NO.

8 SIN Y TW Number ate omments Riverside rive S.T.H. "57" ile: ng dwg raphic Scale INSULT PIP N THIR ROSSINS S N PR NR N SPS (11)(c)2. T IL.txt T OPN XVTION IS NOT LLOW OR UTILITIS ROSSIN TH XISTIN STORM SWR U TO TH POSSIL IMPT ON TH STORM SWR STTLMNT. Utility Profile 4.2 RWIN NO.

9 SIN Y TW ile: ng dwg Number ate omments raphic Scale T IL.txt T INSULT PIP N THIR ROSSINS S N PR NR N SPS (11)(c)2. Utility Profile OPN XVTION IS NOT LLOW OR UTILITIS ROSSIN TH XISTIN STORM SWR U TO TH POSSIL IMPT ON TH STORM SWR STTLMNT. 4.3 RWIN NO.

10 ONSTRUTION SIT ROSION ONTROL TH ONTRTOR IS RSPONSIL OR INSTLLIN N MINTININ ROSION N SIMNT ONTROL MSURS. LL ROSION N SIMNT ONTROL PRTIS SHLL ORN WITH TH WISONSIN PRTMNT O NTURL RSOURS THNIL STNRS N I NO STNR XISTS TH WISONSIN ONSTRUTION SIT ST MNMNT PRTI HNOOK (URRNT ITION) SHLL RRN. ROSION N SIMNT ONTROL PRTIS SHLL IN PL PRIOR TO ISTURIN TH SIT. ONTRTORS SHLL MINIMIZ TH URTION N SIZ O ISTUR RS TO TH MXIMUM XTNT PRTIL. ROSION N SIMNT ONTROL PRTIS PROPOS OR THIS PROJT R SRI S OLLOWS: SIMNT TRKIN ROM ONSTRUTION SIT: STON TRKIN P(S) - THNIL STNR 1057 STON TRKIN PS WILL INSTLL T NTRNS SHOWN ON TH SIT. TRKIN PS SHLL IN PL PRIOR TO LN ISTURIN TIVITIS. WSH WTR ROM VHIL N WHL WSHIN SHLL TRT OR NTRIN WTRS O TH STT. STRT SWPIN/LNIN SIMNT TRK ROM TH ONSTRUTION SIT SHLL LN UP T TH N O H WORK Y UNLSS TH SIMNT PRSNTS HZR. SIMNT PRSNTIN HZR MUST LN UP IMMITLY. SIMNT RRI O-SIT Y OVRLN LOW OR RUNO: SILT N - THNIL STNR 1056 SILT N WILL INSTLL OWN-SLOP O LL ISTUR RS O TH SIT. TH N SHLL INSTLL LON TH ONTOURS N IN-PL PRIOR TO LN ISTURIN TIVITIS. SIN - THNIL STNR 1059; MULHIN - THNIL STNR 1058 ISTUR RS O TH SIT SHLL S N MULH S SOON S THY R ROUHT TO INISH R. IN ITION, NY STOK PILS IN PL OR 7 YS OR MOR SHLL S N MULH. NON-HNNL ROSION MT - THNIL STNR 1052 ROSION ONTROL MT SHLL PL S SHOWN ON TH PLNS, N/OR S TRMIN IN TH IL, TO PROTT TH ISTUR SLOPS ROM ROSION. NON-HNNL ROSION MT SHLL INSTLL S SOON S TH SLOP HS N ROUHT TO INISH R. ONSTRUTION SIT IVRSION - THNIL STNR 1066 WHR POSSIL, TH SIT WILL R SUH TH RUNO ROM UNISTUR RS IS ROUT ROUN ISTUR RS O TH SIT. SIMNT RRI O-SIT Y WTRIN OPRTIONS: WTRIN - THNIL STNR 1061 WTRIN IS NOT NTIIPT OR THIS PROJT. I IT IS RQUIR, WTRIN SHLL IN ORN WITH TH WTRIN THNIL STNR. NY NSSRY PRMITS SHLL OTIN PRIOR TO WTRIN OPRTIONS TK PL. SIMNT NTRIN STORM RIN INLTS: STORM RIN INLT PROTTION - THNIL STNR 1060 LL INLTS, PROPOS N XISTIN, PTIN RUNO ROM ISTUR RS O TH SIT SHLL HV INLT PROTTION INSTLL PRIOR TO LN ISTURIN TIVITY WITHIN TH R ISHRIN TO TH INLT. SIMNT IN RRI O-SIT Y WIN: UST ONTROL - THNIL STNR 1068 WHN RQUIR, UST ONTROL MSURS SHLL MPLOY TO PRVNT UST ROM LOWIN O-SIT. ONRT WSHOUT ONRT WSHOUT SHLL OLLT N RTIN, OTH WTR N ONRT, IN LK PROO ONTINRS. WSHOUT N RYL OR RUS. S OR TILS. INSPTION N MINTNN TH ONTRTOR IS RSPONSIL OR INSPTION N MINTNN O ROSION N SIMNT ONTROLS UNTIL TH ONSTRUTION SIT IS PRMNNTLY STILIZ WITH NS RSS OVR. TH ONTRTOR SHLL INSPT ROSION N SIMNT ONTROLS WKLY N WITHIN 24 HOURS TR RINLL VNT O 0.5 INHS OR RTR. TH ONTRTOR SHLL INSPT ROSION N SIMNT ONTROLS OR STRUTURL M, SIMNT UMULTION, OR NY OTHR UNSIRL ONITION. TH ONTRTOR SHLL RPIR M STRUTURS PRIOR TO TH N O H WORKIN Y. SIMNT SHLL RMOV ROM TH STRUTUR WHN TH PTH O SIMNT HS UMULT TO ON HL TH HIHT O TH VI OR S RQUIR Y TH PPLIL WISONSIN PRTMNT O NTURL RSOURS THNIL STNR (URRNT ITION). TH ONTRTOR SHLL SUMMRIZ WKLY INSPTION N MINTNN TIVITIS ON WKLY INSPTION RPORT THT IS VILL THROUH TH WNR. TH WKLY INSPTION RPORT SHLL INLU TH OLLOWIN MINIMUM INORMTION: NM O INIVIUL PRORMIN INSPTION; T, TIM, N PL O INSPTION; SRIPTION O TH ONSTRUTION PHS; SRIPTION O ROSION N SIMNT ONTROL INSTLLTIONS; SRIPTION O ROSION N SIMNT ONTROL MINTNN TIVITIS; N N SSSSMNT O ROSION N SIMNT ONTROL ONITIONS. TH ONTRTOR SHLL PROMPTLY URNISH TH ORIINL WKLY INSPTION RPORTS TO TH OWNR, OWNR'S RPRSNTTIV, OR WISONSIN PRTMNT O NTURL RSOURS WHN RQUST. TH ONTRTOR SHLL KP OPY O TH PPROV ROSION & SIMNT ONTROL PLN, PRMITS, N WKLY INSPTION RPORTS ON-SIT T LL TIMS. LL WST ROM TH ONSTRUTION SIT SHLL PROPRLY ISPOS O N NOT LLOW TO NTR TH STORM SWR SYSTM, RIN SYSTM, OR OTHR NVIRONMNTLLY SNSITIV RS LOT WITHIN TH ONSTRUTION SIT, INLUIN TH OX RIVR. ONRT RIVWY RIK N MORTR ROUN PIP OPNIN (TYP.) NOT: 24"I. 1.) STNR RINOR ONRT MNHOLS SHLL MT STM -478 SLOP TO RIN MOUL LOW LIN OTTOM SHLL XTN PST RISR NO. 4 6-INHS NTR TO NTR 2.) STPS SHLL 12-INHS WI N PROJT ROM TH WLL TWN 5-INHS N 7-INHS. 3.) PRST STRUTURS Y MRIN ONRT PIP OR QUL. STORM MNHOL LI N RM TO NNH R-1550 W/ TYP "" LI NO. 4 RS 2" LRN SWUT OPNINS MORTR 30" ST. INLT 1) INLTS SHLL MT STM -478 STNR OR RINOR ONRT INLTS. 2) TH SIN RRL TO MT STM STNR SPIITION OR RINOR ONRT ULVRT, STORM RIN, N SWR PIP. 3) TH SINS SHLL MRIN ONRT PIP PRST TH SIN OR QUL. TYP 1 RM N OVR. NNH OUNRY R PR-ST RINOR ONRT MNHOL ON ONSL S-102 UTYL RUR SLNT OR QUL SHLL ONSTRUT S ON INTRL UNIT 8" RINOR S TYP. NOT: STNR RINOR ONRT MNHOLS SHLL MT STM -478 STPS SHLL 12-INHS WI N PROJT ROM TH WLL TWN 5-INHS N 7-INHS. STNR TH SIN I./2 48" PR-ST MH STION ONRT SHLL LUM TO PIP SPRINLIN I. 5' S MNHOL JUSTMNT RIN TIL NNH OUNRY R " JUSTMNT RINS 500 P.S.I. LOWL ILL (UNLSS 18" SUMP) OTTOM SHLL XTN PST RISR NO.4 6-INHS NTR TO NTR 1 STION IS RQUIR OR JUSTMNT WHN HIHT LLOWS R O 6' MIN. IRUMRNTIL STL = 0.12 IN. 2/LIN. T. LXIL ONNTOR STM -935, -LOK OR Z-LOK RQUIR INTRL MONOLITHI OTTOM SHLL XTN PST RISR NO. 4 RS T NTR TO NTR STNR TYP "" SNITRY/STORM MNHOL SIN Y TW T IL.txt T Number ate omments Notes & etails ile: ng dwg 5.0 RWIN NO.

11 SIN Y TW 1 1 2" SPHLT SUR 3.0' (TYP.) TTH SPRIN LO HYRMRKR TO OLT ON LN T IL.txt T TYPIL PVMNT STION 1 1 2" SPHLT INR 5" O 3 4" RUSH RT SOURS O 1 1 2" RUSH RT SOURS N ONUIT LOW R N PROVI 18" O XTR TRR WIR WTROUS, PR W67 W/ RKWY TRI LN PINT YLLOW SLIP P OR SS OX 18" 1) SPHLT PVMNT ONSTRUTION SHLL IN ORN WITH WISOT M. 2) SPHLT SHLL -0.3 SUPRPV OR TYPIL STION LOKIN THR PI VLV OX 1/2" PV ONUIT VLV OX PTR Y PTOR IN. 1" PV ONUIT, XTN TO 3" OV RK LN N PROVI 24" XTR TRR WIR TTH TO HYRNT RUSH STON 1' MIN. OV HYRNT RIN N MIN Number ate omments PVMNT STIONS 13" 3"R TYPIL UR & UTTR STION 3"R 12" NO. 4 RINORMNT RS MIN 24" 4" UR & UTTR TIL 5" 8" 1-3/4" SUR ITUMOUS ONRT PVMNT 3-1/4"OR 3-1/2" ITUMOUS ONRT PVMNT 10" RVL WTR MIN TI ROS TRR WIR TP TO PIP PR SPIITIONS WRP HYRNT L, OX, N NY OTHR.I. PIP WITH POLYTHYLN WRP. TP WRP T LN O HYRNT. HYRNT INSTLLTION RIN PIT (2' I., 3' PTH) 1) ONRT SHLL HV MIN. OMPRSSIV STRNTH O 2000 PSI N SHLL ST INST TH UNISTUR RTH. 2) ITTINS SHLL WRPP IN POLYTHYLN WRP TO PRVNT ONRT ROM ONIN TO ITTIN. 3) ONRT SHLL ORM S RQUIR TO PRVNT ONTT OR INTRRN WITH JOINTS. 4) LNTH O THRUST LOK SHLL TWI TH WITH. RIN R = LNTH X WITH. THRUST LOK LOTIONS Notes & etails ile: ng dwg 5.1 RWIN NO.

12 SIN Y TW RI LOW IRTION XSS RI 2 TRNH TIL 2'-0" WOO POSTS LNTH 3'-4' 20" PTH IN ROUN 3 3'-0" MX.* 3'-0" MX.* 3'-0" MX.* 3'-0" MX.* SUPPORT OR RI LOW OL 3" MX. STORM SWR OUTLT NWLL LNTH VRIS PL RIP RP LVL WITH PRON LOWLIN PIP I. LNTH 8"-27" 10' 30"-48" 15' > 48" 25' T IL.txt T LOW IRTION RI ONLY PIP STON IN 18" RI (150mm) LONITUINL NHOR TRNH 1. HK SLOTS TO ONSTRUT PR MNUTURRS SPIITIONS. 2. STKIN OR STPLIN LYOUT PR MNUTURRS SPIITIONS. STK T 3'-5' (1-1.5m) INTRVLS HNNL OTTOM 12" (300mm) INITIL HNNL NHOR TRNH 12" (300mm) WOO STK, S TIL 3/17& 4/17 URLX SIMNT LOS LOW TRMINL SLOP N HNNL NHOR TRNH HK SLOT T 25' (7.6m) INTRVLS ISOMTRI VIW URLX SIMNT LOS STK TO PL T TO O SLOP, OTH SIS (150mm) (150mm) WOO STK 24" Min. STK TILS (NO TRNH) 3 17 INTRMITTNT HK SLOT WOO STK TO ONLY PNTRT NTTIN, NOT URLX MTRIL HNNL OTTOM 45 TO 60 STPLS SHOUL PRLLL WITH IRTION O LOW (150mm) ROSION ONTROL MT OR HNNL INSTLLTION 2'-0" O.. URLX SIMNT LOS TIL (NO LNKT) 1 17 HNNL TRMINTION PLN " URLX SIMNT LOS 2" LOW 6' (2m) TRNH MTS/LNKTS SHOUL INSTLL VRTILLY OWNSLOP. 3' (1m) 2:1 SLOP MIN. 4" (100mm) OVRLP ISOMTRI VIW RM 3' (1m) 12" (300mm) WOO STK, S TIL 5/17 HNNL LNKT, S URLX STPL PTTRN UI OR TILS WOO STK 24" Min. STK TILS (WITH TRNH) 4 17 NOT: TRNH OPTION IS MOST PPLIL IN LOOS, UNONSOLIT SOILS WOO STK TO ONLY PNTRT NTTIN, NOT URLX MTRIL HNNL OTTOM 45 TO 60 SIMNT ONTROL LOS TYPIL SLOP SOIL STLIZTION S TIL 6/17 OR STPL PTTRN LON URLX SIMNT LOS STK TO PL T TO O SLOP, OTH SIS URLX SIMNT LOS TIL (WITH LNKT) 2 17 URLX SIMNT LOS 12" (300mm) LOW HNNL OTTOM 2'-0" O.. 2' 1 1/2" (40mm) WOO STK 24" Min. STK TILS (NO TRNH) 5 17 ROMMN PLMNT INTRVL TWN URLX SIMNT LOS TMP SOIL OVR MT/LNKT STPLS 1. SLOP SUR SHLL R O ROKS, LOS, STIKS N RSS. MTS/ LNKTS SHLL HV OO SOIL ONTT. 2. PPLY PRMNNT SIN OR PLIN LNKTS. 3. LY LNKTS LOOSLY N STK OR STPL TO MINTIN IRT ONTT WITH TH SOIL. O NOT STRTH. ROSION ONTROL MT OR SLOP INSTLLTION 1. HORIZONTL R RQUIR WITH 2" X 4" WOON RM OR QUIVLNT T TOP O POSTS. 2. TRNH SHLL MINIMUM O 4" WI & P TO URY N NHOR TH RI. OL MTRIL TO IT TRNH N KILL & OMPT TRNH WITH XVT SOIL. 3. WOO POSTS SHLL MINIMUM SIZ O 1 " X 1 " O OK OR HIKORY. 4. SILT N TO XTN ROSS TH TOP O TH PIP. 5. ONSTRUT SILT N ROM ONTINUOUS ROLL I POSSIL Y UTTIN LNTHS TO VOI JOINTS. I JOINT IS NSSRY US ON O TH OLLOWIN TWO MTHOS; ) OVRLP TH N POSTS N TWIST, OR ROTT, T LST 180 RS, ) HOOK TH N O H SILT N LNTH. INLT PROTTION, TYP INLT PROTTION, TYP INLT PROTTION, TYP (WITHOUT UR OX) (N INSTLL IN NY INLT WITHOUT UR OX) This drawing based on Wisconsin epartment of Transportation Standard etail rawing S TL OR LNTH 8' S TIL 6/17 OR STPL PTTRN LON WOO STK TO ONLY PNTRT NTTIN, NOT URLX MTRIL TOP O URLX LNKT 45 TO 60 12" (300mm) WOO POST RI WOO POST NRL RI TYP IRTION O RUNO WTR LOW 2"X4" STK N ROSS RIN RI TYP TWIST MTHO 4' 2' URI RI MIN PTH NRL NOTS 1'-0" MIN. LOW IRTION 2'-0" MIN. WOO POST RI 2"X4" STK N ROSS RIN RT INLT INLT WITH OR WITHOUT RT MNUTUR LTRNTIVS PPROV N LIST ON TH PRTMNT'S ROSION ONTROL PROUT PTILITY LIST MY SUSTITUT. WHN RMOVIN OR MINTININ INLT PROTTION, R SHLL TKN SO THT TH SIMNT TRPP ON TH RI OS NOT LL INTO TH INLT. NY MTRIL LLIN INTO TH INLT SHLL RMOV IMMITLY. 1.) INISH SIZ, INLUIN LP POKTS WHR RQUIR, SHLL XTN MINIMUM O 10" ROUN TH PRIMTR TO ILITT MINTNN OR RMOVL. 2.) OR INLT PROTTION, TYP (WITH UR OX), N ITIONL 18" O RI IS WRPP ROUN TH WOO N SUR WITH STPLS. TH WOO SHLL NOT LOK TH NTIR HIHT O TH UR OX OPNIN. 3.) LP POKTS SHLL LR NOUH TO PT WOO 2X4. 2' RI WOO POST HOOK MTHO JOININ TWO LNTHS O SILT N KILL & OMPT TRNH WITH XVT SOIL 1 2 RI TYP TTH RI, TYP TO TH STKS N ROSS RIN. 5 WOO 2" x 4" XTNS 8" YON RT WITH ON OTH SIS, LNTH VRIS. SUR TO RT WITH WIR OR PLSTI TIS. RI TYP LOW IRTION TTH TH RI TO TH POSTS WITH WIR STPLS OR WOON LTH N NILS. 8'-0" POST SPIN LLOW I WOVN RI IS US. ITIONL POST PTH OR TI KS MY RQUIR IN UNSTL SOILS. TIK TWN N POST N NHOR SILT N LOW IRTION NHOR STK MIN. 18" LON SILT N TI K (WHN ITIONL SUPPORT RQUIR) This drawing based on Wisconsin epartment of Transportation Standard etail rawing SILT N INSTLLTION NOTS TYP & TRIM XSS RI IN TH LOW LIN TO WITHIN 3" O TH RT. TH ONTRTOR SHLL MONSTRT MTHO O MINTNN, USIN SWN LP, HN HOLS OR OTHR MTHO TO PRVNT UMULT SIMNT ROM NTRIN TH INLT. INLT PROTTION TYPS,, & 1 2 ILTR RI NWLL LNTH VRIS 2' PRON NWLL MIUM/HVY RNOM RIPRP 1) NWLLS 3 N RTR SHLL HV JOINT TIS TO PIP STIONS. 2) TWIN PRON INSTLLTIONS SHLL OVRN Y TH SIZ O TH LRR PIP. 3) TRSH RTS RQUIR ON LL NWLLS 18" N RTR. 4) RIPRP SHLL MIUM OR HVY RIPRP S IN IN STION 606 O TH WISONSIN OT STNR SPIITIONS. 2' LNTH SHOWN IN TL 5) US HVY RIPRP OR NWLLS 30" N RTR. RIPRP PRON ROWY ROWY 20'R IVRSION RI (RQUIR WHR R R XS 2%) STION - PLN VIW STON TRKIN P WISOT TYP "R" RI 3"- LR OR WSH STON MIN. 12" THIK MIN. 50' LNTH N ULL WITH O RSS 1. SUR WTR MUST IVRT ROUN OR UNR TH TRKIN P. TO IVRT SUR WTR UNR TH TRKIN P, INSTLL ULVRT WITH MINIMUM 18" OVR. 2. ROKS LO IN TIRS MUST RMOV PRIOR TO LVIN TH SIT. 3. TRKIN PS SHLL INSTLL N MINTIN T LL RSS POINTS ROM TH SIT. 4. SIMNT TRK ONTO RO SHLL RMOV Y TH N O TH WORKIN Y. I TH TRK SIMNT PRSNTS HZR IT SHLL RMOV IMMITLY. 5. TRKIN PS SHLL MINTIN Y SRPIN OR TOP-RSSIN WITH ITIONL RT. MINIMUM 12" P SHLL MINTIN. Number ate omments rosion ontrol etails 5.2 ile: ng dwg RWIN NO.

13 SIN Y TW 4" O/ RT HIN WITH LOKIN MHNISM-LVNIZ LV: WIR LNOUT PORT 2-3" O SHR HRWOO MULH LV.: WIR LNOUT PORT 2-3" O SHR HRWOO MULH LV.: T IL.txt T NINR SOIL TOP LV.= LV.: NINR SOIL TOP LV.= LV.: TRSH RK SPIN 1" LR. MIN 4" ROM O STRUTUR 3.0' WI WIR INV: " ORI INV: ' MIN. NOT - OR RILL OR SLV ORIS 3.0' " RONT VIW OMPT SN ILL LVTION INLT L PON OUTLT STRUTUR 3.0' 2.0' PLN VIW R SHOWN ON RWINS PRST STRUTUR 4" LSS "" ONRT SL OUTLT PIP PR PLN 4" MIN. 2 - PRORT UNRRIN PIPS WITH ILTR SOK. INVRT LV.: LV ROK ILL. THIK RVL SHLL MT TH OURS RT #2 N OTHR SPIITIONS O TH WISONSIN STNRS N SPIITIONS OR TH HIHWY N STRUTUR ONSTRUTION, STION , 2003 ITION, OR N QUIVLNT S PPROV Y TH MINISTRIN UTHORITY. RVL SHLL OUL-WSH. OVRLOW WIR LV.: IOILTR RS: 500 LV LV ,647 LV ,124 LV ' NINR SOILS 100% US OURS SN ( INHS) 2 5' WIR RY STOR PLN N PROILS 4" P RVL OVR OVR UNRRIN 3" SN INTR LYR 8" PV INV.: LV.: LV.: PRORT UNRRIN PIPS WITH ILTR SOK. INVRT LV.: LV ROK ILL THIK.. RVL SHLL MT TH OURS RT #2 N OTHR SPIITIONS O TH WISONSIN STNRS N SPIITIONS OR TH HIHWY N STRUTUR ONSTRUTION, STION , 2003 ITION, OR N QUIVLNT S PPROV Y TH MINISTRIN UTHORITY. RVL SHLL OUL-WSH. IOILTR RS: 300 LV LV ,670 LV ' NINR SOILS 100% US OURS SN ( INHS) 4 5' WIR 4" P RVL OVR OVR UNRRIN 3" SN INTR LYR 12" PV INV.: LV.: LV.: Number ate omments iofilter & Pond etails ile: ng dwg 6.0 RWIN NO.

JEA - BARTRAM RE-PUMP FACILITY POTABLE WATER STORAGE EXPANSION STRUCTURAL STORAGE TANK PLANS

JEA - BARTRAM RE-PUMP FACILITY POTABLE WATER STORAGE EXPANSION STRUCTURAL STORAGE TANK PLANS 2 4 6 7 8 9 0 2 L L L WLL MNWY (2) LOTIONS T/SL L. 4.44' T/SL L..82' ROO UR W/ IRLSS OVR OR UTUR N INSTLLTION, LOTIONS SLOP SL PR TNK MNU OOTIN RQUIRMNTS THIKN SL UNR UTUR URTIN WLL,. 4 R40'-0" PRST OVRLOW