SAND DRAW CREEK REHABILITATION - SD 14 BROWN COUNTY, NEBRASKA
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1 JEO POJECT # INDEX OF SHEETS: \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 1:52 PM. AINSWOTH OLD HWY 7 HWY 7/HWY 2 VICINITY MAP N.T.S. POJECT LOCATION HWY 183 SHEET NO: SHEET NAME: C.1 COVE SHEET & VICINITY MAP C.2 S C.3 LOCATION MAP C.4 CONTOL C.5 GENEAL NOTES & QUANTITIES C.6 SITE ACCESS & STAGING PLAN C1. SITE PLAN C1.1 POPOSED SITE PLAN PP PLAN AND POFILE - ACCESS OAD PP2.1 PLAN AND POFILE - SD14 D1. STANDAD DETAILS NOTE: NEITHE THE OWNE (CLIENT) NO JEO CONSULTING GOUP, INC. ASSUMES ANY ESPONSIBILITY FO UTILITY LOCATIONS BEING ACCUATELY SHOWN O NOT SHOWN ON THE PLANS. A EQUEST FO UTILITY LOCATES WAS MADE FO THIS LOCATION AS PE THE ONE-CALL NOTIFICATION SYSTEM ACT. (: OC TICKET NO.: TICKET NO ). UTILITIES SHOWN AE FOM FIELD MAKINGS POVIDED IN THE FIELD BY THE UTILITY POVIDES. THE EXACT LOCATION AND/O SIZE OF UNDEGOUND FEATUES MAY NOT BE ACCUATELY, COMPLETELY AND ELIABLY DEPICTED. FIELD VEIFICATION OF UTILITIES MAY BE EQUIED. CONTACTO(S) SHALL NOTIFY THE ESPECTIVE UTILITY COMPANIES BEFOE COMMENCING ANY WOK. : 2//218 S _SD-14.dwg 7 PECENT EVIEW COVE SHEET & VICINITY MAP C //218 7% INI 7% Date
2 LINESTYLES UTILITIES VEGETATION PAVEMENT S AND HATCH HATCH \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 1:52 PM. BEAK LINE CABLE TELEVISION CENTELINE OF OAD CONTOU MINO (EX) CONTOU MAJO (EX) CONTOU MINO (EX SCEENED) CONTOU MAJO (EX SCEENED) CONTOU MINO (P) CONTOU MAJO (P) LIMITS OF CULVET ELECTIC (OVEHEAD) ELECTIC (UNDEGOUND) FENCE (WOODEN) FENCE (WIE O UNKNOWN) FENCE (CHAINLINK) FENCE (SECUITY) FIBE OPTIC LINE FLOWLINE (BEAKLINE) GAS LINE GUADAIL POPETY BOUNDAY POPETY LOT LINES (P) IGHT-OF-WAY LINE AILOAD IGHT-OF-WAY AILOAD TACKS ETAINING WALL SANITAY SEWE (EXIST) SANITAY SEWE (POP) SAN SEWE FOCE MAIN (EX) SAN SEWE FOCE MAIN (P) STOM SEWE (EXIST) STOM SEWE (POP) TELEPHONE LINE (UGND) TELEPHONE LINE (OVEHEAD) TEACE COPLINE TAVELED WAY WATE (EXIST) WATE (POP) FIE SEVICE SWPPP SILT FENCE INLET POTECTION STAW WATTLE CHECK STAW BALE CHECK FLOW AOW (PLAN) AEA INLET FILTE POTECTION IP AP SEEDING MATTING PAVING FEATUES PAVEMENT JOINT TANSVESE JOINT LONGITUDINAL JOINT EXPANSION/KEYED JOINT PAVEMENT MAKING PAVEMENT EBA HANDICAP TV LOC OHE UGE FO G '' SAN OW 8'' SAN 8'' FM 6'' FM (OFFSET TO PIPE SIZE) 12" ST (OFFSET TO PIPE SIZE) UGT OT 6'' W 6'' W 6'' F OW 12"ST SF STOM SEWE WATE SEPTIC TANK POWE POLE () POWE POLE (POPOSED) POWE (ELEC) PEDESTAL POWE (ELEC) PULL BOX O MANHOLE POWE (ELEC) METE TELEVISION PEDESTAL FIE HYDANT () FIE HYDANT (POPOSED) FIE HYDANT IN POFILE WATE FITTINGS CUB INLET GATE INLET CATCH BASIN STOM SEWE MANHOLE SANITAY CLEANOUT SANITAY MANHOLE POWE, ELECTICAL, LIGHT, AND TAFFIC GUY WIE ANCHO ELECTICAL HIGHLINE TOWE (METAL O CONCETE) GAS TELEPHONE AI CONDITIONING UNIT ANTENNA ANCHO POLE/POST GUY POLE LIGHT POLE TAFFIC SIGNAL TAFFIC SIGNAL BOX TELEVISION MANHOLE WATE MANHOLE WATE VALVE WATE SHUT OFF O CUB STOP WELL WATE METE WATE METE PIT YAD HYDANT WATE ELEVATION WATE TOWE 11-1/4 22-1/ COSS PLUG EDUCE TEE GAS METE GAS MANHOLE GAS FILL PIPE GAS PUMP GAS VALVE GAS VENT FIBE OPTICS PULL BOX TELEPHONE POLE TELEPHONE PULL BOX O MANHOLE TELEPHONE PEDESTAL MANHOLE (NON-SPECIFIC) UNDEGND STOAGE TANK VALVE (NON-SPECIFIC) BUSH CONIFEOUS TEE DECIDUOUS TEE MASH/WETLAND TEE MASS LINE TEE STUMP SITE & SIGNAGE SIGN BAICADE OAD SIGNS MISC FEATUES CENTE PIVOT CEMETEY GAVE CHUCH CAVE CISTEN LATINE OIL WELL GUAD POST COUNTY OAD INTESTATE HIGHWAY MILE MAKE POST STATE HIGHWAY IGHT OF WAY MAKE U.S. HIGHWAY AILOAD COSSING SIGNAL AILOAD SWITCH FLAG POLE MAILBOX POPANE TANK SATELLITE TV DISH WINDMILL CONTOL & ELEVATION TEMPOAY POINT TEST BOING POINT ELEVATION () POINT ELEVATION (POPOSED) GID TICK BENCHMAK CONTOL POINT (NON-POPETY) MONUMENT FOUND (POPETY) MONUMENT SET.. TC 1. TC ASPHALT PAVEMENT (EX.) CONCETE PAVEMENT (EX.) GAVEL (EX.) BICK PAVEMENT (EX.) ASPHALT PAVEMENT (P.) CONCETE PAVEMENT (P.) GAVEL (P.) BICK PAVEMENT (P.) GENEAL ACHITECTUAL MATEIALS UNDISTUBED EATH EATH GANULA FILL CONCETE BICK SAND MOTA, PLASTE DATUM POINT EFEENCED DEMOLITION NOTE EFEENCED PHOTOGAPH TAG OOM NAME & NO. DOO NO. WINDOW NO. WALL TYPE PLAN EVISION NOTH AOW ACHITECTUAL S COLUMN LINE COLUMN EFEENCE GID LINES EQUIPMENT O FIXTUE A B CONCETE BLOCK METAL OFFICE X WOOD, FINISH WOOD, FAMING PLYWOOD TA WOOD, FAMING INTEUPTED MEMBE EFEENCED NOTE ELEVATION BUILDING SECTION WALL SECTION DETAIL ENLAGED DETAIL EVISION INTEIO ELEVATION(S) LVL - GLU-LAM INSULATION, BATT INSULATION, IGID 1 A11 GYPSUM BOAD (DBL LINE OMITTED AT SMALL SCALE) GLASS - ELEVATION 1 A11 1 A11 X XX-X 4 XXX'-XX" 3 1 A11 1 A11 1 A : 2//218 S _SD-14.dwg 7 PECENT EVIEW S SHEET C //218 7% INI 7% Date
3 JEO_SUVEY_IMPOT-216 JEO SUVEY STYLES AND LAYES JEO DESC KEY SET AND FIGUE STYLES ALIGNMENT - (8) APPOXIMATE POJECT LOCATION ACCESS OAD TO POJECT LOCATION 883D D \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 1:53 PM. 428TH AVE LOCATION MAP 429TH AVE 882ND D MEADVILLE D / OLD HIGHWAY 7 432ND AVE 433D AVE : 2//218 S _SD-14.dwg 7 PECENT EVIEW C //218 7% INI 7% Date
4 HOIZONTAL AND VETICAL SUVEY CONTOL - NAD 1983 AND NAVD 1988 POINT NAME NOTHING EASTING ELEVATION LONG DESCIPTION CP SET 5/8" X 24" EBA 5'± EAST OF WEST END, SOUTH SIDE CP SET 5/8" X 24" EBA 2'± WEST OF EAST END, SOUTH SIDE CP SET 5/8" X 24" EBA 6'± WEST OF EAST END, NOTH SIDE KEY KEY KEY KEY CP KEY KEY KEY-4-6 KEY-9 KEY-1 CP 13 KEY-1 CP 11 \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 1:55 PM. OCK KEYWAY POINT # NOTHING EASTING KEY KEY KEY KEY KEY KEY KEY KEY KEY KEY KEY KEY KEY-5 KEY-6 IPAP LIMITS POINT # NOTHING EASTING : 2//218 S _SD-14.dwg 7 PECENT EVIEW CONTOL SHEET C //218 7% INI 7% Date
5 \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 1:56 PM. BASE BID EATHWOK /EOSION CONTOL S 1 EATHWOK CY 1 2 HYDOSEEDING AND MULCHING AC 5 3 IPAP TON : 2// //218 S _SD-14.dwg 7 PECENT EVIEW 7% INI 7% Date C.5 GENEAL NOTES & QUANTITIES
6 \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 1:56 PM POPOSED STAGING AEA CENTELINE OF ACCESS OAD D AVE : 2// //218 S _SD-14.dwg 7 PECENT EVIEW 7% INI 7% Date C.6 SITE ACCESS & STAGING PLAN
7 GATE EDGE OF WATE APPOXIMATE CHANNEL CENTELINE, TYP SITE PLAN \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 1:56 PM. 3 TEES AND BUSHES (DO NOT DISTUB) : 2//218 4 EMOVE AND EPLACE BABED WIE FENCE AS NECESSAY //218 S _SD-14.dwg 7 PECENT EVIEW C1. 7% INI 7% Date
8 OCK IPAP WEI BELOW SECTION E-E SHEET BELOW SECTION E-E SHEET BELOW SECTION E-E SHEET POPOSED LIMIT OF GADING BELOW SECTION E-E SHEET BELOW SECTION E-E SHEET BELOW SECTION E-E SHEET B APPOXIMATE CHANNEL CENTELINE POPOSED LIMIT OF GADING POPOSED LIMIT OF GADING A 113+ EDGE OF WATE, TYP A 19+ B POPOSED SITE PLAN 16+ EDGE OF WATE, TYP. BELOW SECTION E-E SHEET POPOSED LIMIT OF GADING BELOW SECTION E-E SHEET BELOW SECTION E-E SHEET OCK IPAP OCK IPAP WEI BELOW SECTION E-E SHEET ---: 2//218 \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 1:57 PM. BELOW SECTION E-E SHEET POPOSED LIMIT OF GADING //218 S _SD-14.dwg POPOSED LIMIT OF GADING BELOW SECTION E-E SHEET 7 PECENT EVIEW C1.1 7% INI 7% Date
9 \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 1:57 PM. POPOSED POPOSED : 25 5 HOIZ.= 5 1 VET.= STA. 2//218 EVISION EVISION EVIEW BY EVIEW APPOX. ACCESS OAD PLAN AND POFILE 2// S _SD-14.dwg PP1.1 MATCH LINE STA. 1+5 MATCH LINE STA. 1+5
10 \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 1:58 PM. POPOSED POPOSED : 25 5 HOIZ.= 25 5 VET.= STA. 2//218 EVISION EVISION EVIEW BY EVIEW ACCESS OAD PLAN AND POFILE 2// S _SD-14.dwg PP1.2 MATCH LINE STA. 1+5 APPOXIMATE MATCH LINE STA. + MATCH LINE STA. 1+5 MATCH LINE STA. +
11 IN HL 4 4 MA TC POPOSED STAGING AEA ES T 2 A : 2// CP & BM HOIZ.= VET.= MATCH LINE STA APPOXIMATE EVISION EVISION EVIEW BY EVIEW 2// S _SD-14.dwg ACCESS OAD PLAN AND POFILE 37+ POPOSED POPOSED 55 \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 1:59 PM FLOWLINE STA. PP1.3
12 \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 2:1 PM. POPOSED POPOSED HOIZ.= VET.= STA : OCK IFFLE #1 OCK KEY 3 14' WIDENED CEST FO LANDOWNE COSSING OCK IFFLE #2 PE-DUG SCOU HOLE 2//218 EVISION EVISION EVIEW BY EVIEW OCK IFFLE # PLAN AND POFILE - SD14 2// S _SD-14.dwg PP2.1
13 B D1. SCOPE: 1. PLACE OCK IPAP WEI AT 2:1 SLOPE. 2. ADD OCK IPAP 8' UP ON BANKS. 14.3' 96' 6' 58' TOP OF WEI POPOSED, TYP. GOUND, TYP EX. FLOWLINE FLOW 2:1 SLOPE 2:1 SLOPE 3' FLOW EX. FLOWLINE OCK IPAP WEI (3' THICK MIN.) 5' B D1. 3:1 POPOSED WEI LONGITUDINAL SECTION A-A SCALE: N.T.S. GOUND, TYP. 3:1 PE-DIG SCOU HOLE OCK IPAP, TYP. 2:1 8' 2:1 \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 2:3 PM. 3' MIN. COMPACTED BACKFILL, TYP. 1' CHANNEL WIDTH (O MATCH WIDTH) WEI COSS SECTION B-B SCALE: N.T.S. 6' 6' 2' MIN. OCK IPAP, TYP. IPAP KEYWAY SECTION C-C SCALE: N.T.S. : 2//218 S _SD-14.dwg 7 PECENT EVIEW STANDAD DETAILS D //218 7% INI 7% Date
14 \\Maui\Projects\Engineering\ Long Pine Creek Watershed Plan - Implementation Phase 1\7 Design\2 Drawings\Sheets\S _SD-14.dwg, on 2//218 2:3 PM. SECTION B-B SCALE: N.T.S. 4' 2' 6' 1' A B C C C B 2' 2' 12' 27.5' 3:1 TYP. 4' 1' 3' 4' 4:1 TYP. FLOW FLOW 2:1 TYP. FLOW TYPE C OCK IPAP, TYP. 24" CMP 5% SLOPE. 3:1 TYP. POPOSED, TYP. TYPE C OCK IPAP 4.5' 3' 2' POPOSED CHANNEL BOTTOM FLOW, TYP. 2:1 TYP. 2' 1' A SECTION A-A SCALE: N.T.S. C 6' : 2// //218 S _SD-14.dwg 7 PECENT EVIEW 7% INI 7% Date STANDAD DETAILS
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