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Home My WebLink About20200743.tiffEagle Rock Ranch Conservation Easement Wcsti 9 High Plains_ Easement • e j County Road $24 JC ..ry R ..td 120 Arapaho and Roosevelt National Forests Pawnee National Grassland Ni IVa Lloyd Sisson 115kV Delivery Point • ■ • Slb Land • • ■ • ■ ■ U ■ • • ■ ■ County Road 114 Glands R..a.l U. • ■ ■ • • • ■ liu • ■ • • Carney Road Ile ■ ■ ■ ■ • • • • • ■ C �•..oh ROM 1O17 County Road BI C.��u�•ry Ru.ul UJt U GRP Weld, CO I013I 3) County Road 120 Greater Pawnee Easement Coo i, N Larandr Ave Grover rj a 1 e v County Raid Ile County Road I I, Count/ Road 110 Keats • Redbox Keota .S :ark" 1 1 Ile, County Road 1 1 t 11.1 r:-un,, Rctarl 97 Tri-State Generation and Transmission Lloyd Sisson Delivery Point Project Figure I: Study Area city A Simeon t Tranamtsston - Tn-ate. Line • 1,l -Se GM Lino • Ott.. Utility Soho:I ton Set vice NSUSI Federal Land Land Organization Ti anand sslon Lhia t. , ;t) --- Ttantrnlsslon Prolecl Put eat Other Stale Non•Goiernmenli Pr oiecl ;,.t,,...,.,.. ■ S I.M • • a* +:..l are, as1n .. as ..r. t.e1NAeleaw ..w�y . Notre- . _as. 1 .I I `1.lp %plat Ml.ew.., Owl...4 1In rlaaw+. aid LC G...ru.+..a Wow. IF r.nr ` Y OMO ion/ .,pier•0m0D I.w...e- we Ate.. tear tN...r.l. hal IN71.' P tr.Ir mous. np a ImMu,rI .. IS :- a USR19-0070 TRI-STATE KEOTA SUB TO NEW SISSON SUB TRANSMISSION LINE, VICINITY MAP c.aunty Road Eop!,• Rock Ranch Y Tri-State Generation Conservation Easement 1 c In se ■ • County Road IJ0 0Figure Greater Pawnee Easement Cow\ty R..\„ I Ir. and Transmission Lloyd Sisson Delivery Point Project 2:Almrnatives t......nc.7 Ruad 1111 I • • • r*m • • • a o ,. 1 • • ■ • • ■ City Station - Tn-Slate .� .: • • • k G�U1�cy nae I 2 Transmission Line - In -State Gar a Transmission t Lie - other Utility c � to � `t r Prciect Substance Cooney ki Road 124 ■ • ■ si a e • u • n • County Road 124 j Forest Service 11/SFS) Il Land y Other Date Land N,; L(11.1 W\ :\.•,\, r. pi,.., : ,,,, nt ■ • RI tt� v • o • e t • • r • • o! w Colly Road 171 o p- �: rii N O I Non -Governmental Organization Transmission Alternatives • • Preferrea Transmission Line ■ ■ Alternative 1 • • Lafleur • Lanur Are • ,-i • Grover 9 U• V 1: ] C ■ Alternative 2 Rard 120 ■ a • aunty Road 110 • tl C i■ —ass;el,�,Ity Arapaho and Roosevelt National —_-- a _ • f� a e i'- e • • • • $ (� 9� a County Rona 11 Forests $ 5 n CT O t 0 C..nin • II 1J • • • ■ • ty Road 116 • V c r S1, and County !Iliad 114 I • ■ ■ I • • ■ • ■ • e 1 e is is gg County Road 114 O • •E' a Oral -STAY, ur • ru • U u Wet Pawnee • • County Road 11 r p1 National Grassland G \y f{o.nl I IU C a,n II • •• 5 County Road 110 • �. •, o. t,....� r,......... I}j /..N 11 Mn An.. -am. al *OS .: alll v Q County Rued I0a IN ■n. • • ♦J♦ •... G.r raw ✓t I.c...u.ar rl . tram lice INMn )U1ru1Y. -^^n.imooM.nrw tw.Mlusown IM ;Art tao,.00aD00 t0 . Mote. It1 Road 106 ' . Kenta - Redbot nit., , - :gym Uotoaa Sr nig ... County as = 1'... Keota o to E �`i rJ tru ,O' Wrld, tJ ( C) 10812?) ...hare•Mm,. USR19-0070 TRI-STATE KEOTA SUB TO NEW SISSON SUB TRANSMISSION LINE, ALTERNATE ROUTES Eagk Rack Ranch n County Road 172 o L -Stacy Generati,rn .-Intl Comcrvonon Easement g o Lloyd Si. On 115kV� I to r e o t1 County Road I10 M r - y.Figure G,�attr Powneeect Eo,rmaat C,..,nir Roar: I 10 q ? Transmission Lloyd Sisson Delivery Point Project 11: Land Use C U ....,„r, 4,,.d i30 Del ry Point I I a I 3 I i I ^1 A Station - TN Slate r2 I yys Ttancmisslon Line • Tri State 1 County Rood 120 G&T " t 1 E _ Transmission Line • Other Carl Road 121 ' I I i Utility in • Project Transmission Linn -J i1 Project Substation o x,:tern I S Forest ServlceIUSES, HIKt, Hann Co,rmenl I ea _____ j�• Canty Read 122 Other Federal Land State Land ner Nun-Goveunuat Ilil ro Organization y Lend Use 120 a�g i t Rood 120 r Ayns.urtural Estop( v Powncr No wool Grosalond L Q 111gi33. • g a it i t ^ M County Road Int Indu Steal Real fete 0 o r UO3 Arapaho and Roofew h3 Nntrunul Forrsty V Sib 1+ land C..,.,, or, Rn.p I r t M y Road 114 • I uTaj I C mm 1att fiat d.l Canty Rood 112 -" �L_ I 1 Him ' �es i 2 Si,Gr.wes+..r tenvy. N __ County Road 110 Carlq Read 110 :.r.s ntr. Asa w,tb 161>• County *o10B '71 in .a. tea... 14410 IWI OW7.. rr. r. ,�„ County Rand 106 .e, br...r 1%mo. H,MArer.t• lien i y.1• 100.00600 01. ..,.tlfl DO= - Mode 4:100X ,:eter.ar �-.—r Da,. Upload or nom r. non. r.upset Ionise V c• ' 2 Keota d' t p •t•o, al flap Choy r. . i o tit w Nc t�� NF-t0c Y Z g V GRP weld, Co 127) C c �' , . O %S4r., r k..„• rrai 1 (Oa y t VI v Road 1O2 • urea ley USR19-0070 TRI-STATE KEOTA SUB TO NEW SISSON SUB TRANSMISSION LINE, LAND USE Figure 5A: Typical Structure Type -115 -kV Wood H -Frame -7.n �-- 15 50 --0. ■ • 7 75 0 75 600 9 00 Embedment 70 00 Figure 6: Typical Structure Type -115 -kV Steel Three -Pole Angle Structure MO 'JS u0 47 O 22 0 I -o r_. Figure 8: Possible Structure Type —Angle Steel Monopole 7V'• 1001 s' SUP JOINT OF REO'0) ?8' GP2 W USR19-0070 TRI-STATE KEOTA SUB TO NEW SISSON SUB TRANSMISSION LINE, POLE STRUCTURES LOYD FARMS AYA RS KENYON K BURBACH ROBERT J (HEIRS OF) BURBACH ROBERT J TRUST Tri-State Generation and Transmission Lloyd Slsun Delivery Point Project Figure 3: Plot Plan I "4Il00' Contours - 1n ■ a Preferred Ttdnsmisslon Line Parcels Substation Layout — Detention Pond Drlvelwy and Yard — Substation Paicel — County Road ROW Summit Midstream Pipeline Eaeunlunl anu•srwre Der ..1... fie w :: I I IFoot 0 25 SO 100 1. Wow CMw+w I..,..nw rM 1Iie1M.r I11N Anse IM.090, r. CXI W11 XI .111111 .. a. ..w Ge.rM.n. no It r.w.rr ..• a law MAD IWO U It. /�.• iF' r. Fr,�•ma Mxuw •, 1.n1•a. trap 1%1 ..K"f 1oDO00•OD P.vrnr. ' emp0 .� •s••••••. MO= taw Ices 01+Ma I.w.y. gels. a0000 .ow you a t I I I J CID HEREFORD i as— im 1 1 GR0 VICINITY MAP N.T.S. TRI STAT E Generation and Transmission Association, Inc. Lloyd Sisson Substation Construction of a New Substation including Grading, Drainage, and Surface Improvements Weld County, Colorado f Construction Plans prepared in cooperation with: DEL-MONT CONSULTANTS, INC. ENGINEERING ♦ SURVEYING 125 Cobntlo An, • Mom ,u. CO 81401 ♦ (970) 249.2251 t (970) 249.2242 FAX www,loknentsom V wnluOAols ont.00m I I I w n i LLOYD SISSON SUBSTATION C, COVER SHEET i WON iirod 02/ 0/20 0... 51141 -A -0I-001 I I I QI 9 Ii WNFRA) NOTES: F THE OWNER VW') WILL PROVIDE THE CONTRACTOR WITH OOCuMMNTA1ION NECESSARY TO RECOVER THE SURVEY MONUMENTS 70 ESTABLISH HORIZONTAL AND VERTICAL CONTROL THE CONTRACTOR IS RESPONSIBLE loft COORDINATION OF CONSTRUCTION STAKING WITH THE RESIDENT PROJECT REPRFS(NTAIM 2 THE CONTRACTOR SHALL SCHEDULE WORK SUCH THAI 1 H DURATION 01 IMPACT TO AGJACE NI PUBLIC ROADS AND RIGHTS ) - O -WAY IS MINIMIZED TABLE OF ESTIMATED QUANTITIES d 3 THE CONTRACTOR IS RESPONSIBLE IOR INSURING THAI HIS PERSONNEL AND SUBCONTRACTOR PERSONNEI ME AWARE Of PROPER SNIP. PROCEDURES UNIT NO BO UNITUNITS NAYt AND IXSCIPPTMJN Or CONSTRUCTOM A6SIEIBLr W/1 NO OF UOM AS-COMSTRUCTED NO or VIWIS + _ 4 THE CONTRACTOR IS RLSPONSMHE TON OBTAINING ALL WARR NECESSARY FOR COALIRUCIION Y -I WO S" lOP[p MO MOWN( OMn( LOCATORIYMO CONSIMI,ICNpH Ma)U9 CV S lnt CONTRACTOR SHAIt INFORM TIN OWNER O DAILY WORK ACTMTIES AND LOCATIONS IN GENERAL THIS a M a tiCAVMOA LS RIIU YVLa) (TO K K -PLO OA O4IILWAY K mow At(PTM✓J A CY OMIT PLANNING SHALL INCLUDE A DISCUSSION OF SPECIFIC SAFI TY MEASURES TO BC TAKEN DURING THE 3 Y-1 IRPO41. a110CLHI AK tO_aCT CYMMLYLNI — MN CY DAY'S WORK A ix oMMBI. wI0t11r APB COACT ORSMIS SWAGE MO Sul WRIAa RURAL (YAKS MAW, I TOW CSlSt%XDIOI Mtµ) non S• 6 THE CONTRACTOR SNAIL COOPERATI WITH TNOWNER ANO THE TESTING IABORATORY t0 FACILITATE OWNER'S S Y -S [YAMWKNt, COMMIES COYl[tt. IN PLACE (COMER N PIKE YnUM) 4113 P MANAGEMENT AND OUNIIY CONTROL Of THE PROJECT CONSTRUCTION. X S•A NNW Am AWTML S' TIC MOM(O OAS! S SAL( MICtlI IYMO MIK COIRMCTEO COMER. w PUCE IVES CY I THE CIVIL WORKS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIOING HIS OWN PROJECT Off C( TOILET 7 Y-/ POW AIq 4414.3.J' IHaCHI SMIfK[ AGCKGAII (WO AKA)FiDYP1(1(- w NAa 14? CY FACNTI(5 AND ALL OTHER NECESSARY BUILDINGS OR SHELTERS THE OWNER WILL NOT PROVIDE ANY FACILITIES TO THE CONTRACTOR OVRWG CONSIRUC TON. ALL FACILITIES M Y -A am now 5611(1 II- MCI ROOPSO CJASS S SAE YAT(MK (OOMYY M(A) COMACTED. COM[it W PLAIT 15; CY AND SCRVKES FOR THE RESIDENT PROJECT REPRESENTAIM(RPR) SHALL BE PROVIDED BV THE CM WORKS CONTRACTOR AND SHALL BC X Y"S T CHIAN LPN ((CC MTI. f -SWAB SECLMTY 0101 CCMLLIE. N PACE (SUSSTATKw WWII ITJJ if SUBSIDNRY TO THE VAROVS BID ITEMS ON THIS PROJECT THE CONTRACTOR SMALL PROVIDE LOCKABLE AND SEPARATE OFFICE FOR THE FAS IO Y - to SO Croft LAMB GAIT Et -IS 1110[ CALLS). COV✓1L w PLACE I IS SPACE KPR. MACHINE WITH SUPPLIES AND DEDICATED SERVICE COPY MACHINE CHANTS. SUPPLIES. OFFICE 0(SK, FILING CABINETS. DRAFTING TABLE, MEETING TABLE. CHS, ENTRANCE STEPS, II v• II YOmOLam sum GAIT CAMPHIII. soMACE I LS MR CONDTONWG/HI(ATING, AND Myof TOIL( T TOILE I FACILITIES SHALL BE MAINTAINED IN WORKING CONDITION Ii 60-- ;I i TALL, S -Stay. POLO IOC. COMIIR. Y rat 700+ LF BY THE CONTRACTOR AT AL TIMES L1 M-tJ a' PLICOMIED 111CM OMW. COYPL(tl. W PLACE 375 TI $ 6 THE CONTRACTOR'S PROJECT MANAGER SHAH ATTEND ALL SCHEDULED ROUTINE PROGRESS MEETINGS DURING IS Y -H S' NON-KLy0M11D MCI S. COMUR K PLKt tq 11 THE DURATION Of THE PROJECT, AND PROMO UPOATE0 SCHRDUI'S AS REQUESTED WEEKLY PROGRESS MEETINGS ARE MANDATORY IS 34- is MK H OMAN OUlltt MA MIL•. COMPEL,. W PIACA 1 IA q y. II IS AIN'OSCIO MOCK PPE WLAR1. IKts1M0 PLAnt, (NO (LC110M. CORNER, W RAU M ✓ S THE CONTRACTOR SHALL BE RESPONSIBLE TOR LOCATING AND MARKING ALL (RISING UNDERGROUND UTILITIES AND STRUCTURES THE CONTRACTOR WILL St REQWRIO TO WORK WITH ALL DUE CAUTION IN THE ARIAS OF II LE- II t1' KIPOMCID MORA P!( IIAAIO (MD IECTSS COMER. N PLACE 2 (A (Hit LOCATED UNOERGROUND UTIUIHS IN 040(4 TO AVOID DAMAGING SAID VIA III(S IN TIN EVENT CO UTILITY TO w- pa Ow - S' aDO MRMP so fa rm (Cant A CAMP SMALLS. KIIRIBN Pop LKa4NCY swoon, MM✓II, At PLAIT II AY DAMAGE, THE CONTRACTOR SHALL Of RESPONSIBLE FOR INITIATING IMMCDST( REPAIRS AND NOM KAIION OF THE PROPER AUTHORITIES AND SL MICE PROVIDERS TS w- IA COWRIE 041(105 POO ORBIT I1hCTLI1l CORPLIVL N PlACI I LS S0 Y -ID S' Pa coral, t*aWKY 01444100 as. COMER. R. PTAK I LS ID THE CONTRACTOR SHALL SUBMiT HIS CONSTRUCTION WORK SCHEDULE TO THE OWNER PROJECTING HIS UPCOMING WORK FOR THE NEXT THREE WEEKS THE OWNER SHALL REVIEW THIS PLAN WEEKLY WITH THE II Y -It 3' WK COCKLE 1101.1 CHWKL. COMR(R, N MACE ISA tI CONTRACTOR SO THAT EVERYONE 5 AWARE OF UPCOMING CONSTRUCTION EVENTS 11 Y-32 IOPI.M PACIKMT. OAAOID SOWN COWLfl LOT PLC 1712 CY T T.IHE CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE CONSTRUCTION WORK AREA THE CONTRACTOR SHALL 13 M -T SEIONC / WE ItSTOAtKN I At PERFORM CLEAN -UP OPERATORS ON A ONLY BASS N N-1 (Ma CONTROL Be MtAILAIIMN MO MNIENMCI FOR OSIAVI of PILDAtt I LS is R -I WWU)ATS I LS 12. THE CONTRACTOR SMALL HAVE SUFfICIENT EQUIPMENT ANC) PERSONNEL ON SIZE TO ACCOMPLISH EFFICIENT AND PROMPT CONSTRUCTION or THE VARIOUS WORK ITEMS INCLUOUC WORK ON YORE THAN ONE WORK ITEM 1A o -I of YOMYAlsA 1 LS SIMULTANEOUSLY I 3 NO TRENCHES IN OR DIRECTLY ADJACENT 10 OPERATIONAL PAVEMENT SHALL REMAIN OPEN OVERNIGHT OR WHIN THE CONTRACTOR IINISn[S RORK FOR THE DAY Al THE AREA. TRENCHES NOT BACKE TELCD SMALL BE COVERED WITH STEEL PLATES TO ALLOW FOR SAFE PASSAGES BY VEHICLES ACROSS THE TRENCH. M APPOvEO BY Mt OWNER 1{ THE CONTRACTOR SHAH BE RESPONSIBLE FOR REPAIR or ANT DAMAGE To EXISTING FACILITIES NOT N A • n w - ) DESIGNATED FOR RECONSTRUCTION OR REPLACEMENT. Al r45 EXPENSE IS DAMAGE TO EXISTING PAVEMENTS DUE 10 MOVING OR USAGE OF HII.AW EQUIPMENT OR THE TRANSPORT Of MATERIALS TO OR ON 1TH1 SITE SHALL Bl 41PARED TO EQuA OR BETTER QUALITY fir THE CONTRACTOR Al HIS EXPENSE IS THE CONTRACTOR SHAH W. RESPONSIBLE TOR Mat OAT' REPAIR CO ANT DAMAGE TO UNDERGROUND CABLES ENCOUNTI RI D I I AL ABOVE GROUND AND GROUND LEVEL ELECTRICAL RELATED APP(/Ri[NANC[S (I L I.IGH75, CABLE SORES CABLE AND/OR DUCT MARKERS. TELEPHONE PEDESTALS. UTILITY POLES. CONDUIT. ETC ) SHALL B( PROTECTED Al ALL TIMES ANY DAMAGE DON( TO SAID APPURTENANCES BY THE CONTRACTOR SHALL BE REPAIRED TO UKE OUAHTY AT THE CONTRACTOR'S EXPENSE THE REPARS SHALL ER PERFORMED TO Tn[ SATISFACTION or THE OWNER'S PROJECT MANAGER. AND ANY RESPONSIBLE UTILITY PROVIDER 'B CONSTRUCTOR WORKERS WILL NOT BE ALLOWED TO ESTABLISH OVERNCIII RESIDENCE ON THE PREMISES ALL CONSTRUCTION WORKERS SHALL LEAVE THE CONSTRUCTION SITE AT THE END OF THEIR WORK PERIOD '9. WORK CANNOT COMMENCE UNTIL 10 APPROPRIATE GRADING DEMOBILIZATION NOTES, LLOYD SISSON SUBSTATION I,D W CML CONSTRUCTION O�TiTiES TM -STATE GENERATION dr TRANSMISSION ASSOCIATION, INCORPORATED I - II A Ri AR SHALL BE DONE AROUND EACH (NO OF CULVERTS AND HE'ADWALtS TO INSURE THAT RUNOF LS PROPERLY CHANNELED INTO AND OUT OF THE CULVERTS. 1 CONDII.ONS Of THE PROJECT AREA UPON COMPLETION OF THE JOB SHALL BE AS 0000 AS OR BETTER THAN 19I Tnt CONTRACTOR'S STORMWAI[If MANAGEMENT PERIMETER CONTROLS INCLUDING THE STABILIZED THE CONDITIONS PRIOR 10 STARTING WORK. IN ADDITION 10 THE WORK ITEMS LISTED CONSTRUCTION ENTRANCE AND DISCHARGE POINT CONTROLS ARE IN PLACE II THE GRADES MO SLOPES FOR 1HE CONSTRUCTION REPRESENTED IN THESE PLANS ARE NECESSARY TO PROVIDE FOR Oil PROPER DRAINAGE AND UTILITY 01 THE 511E CONTRACTOR SHALL PROVIDE TOR 2 THE PROJECT AREA SHALL BE FREE Of ANY CONTRACTOR STOCKPILE MATERIALS UPON COMPLETION Of THE T92 ALL SAFETY EQUIPMENT FOR PERSONNEL MD CONSTRUCTION ((NANENI IS IN PLACE ANO OPERABLE ACCURATE AND CONSISTENT MEASUREMENT Of ELEVATIONS TD ACHIEVE THE GRADES NOTED W MESE PLANS .100 UNIT SS OTHERWISE DIRECTED BY TIT( OWNER 20A COMPLETE PROJECT SCHEDULE IS TO BE SUBMITTED WITHIN ID DAYS Of NOTICE TO PROCI:fO 12 RIP RAP MATERIAL AND PLACEMENT SHALL BE IN COMPLIANCE WITH MGT SPE CRICATION5 1 UPON COMPLETION Dl THE PROJECT. ALL Of THE HAUL ROUTES SHALL BL PROPERLY CLEANED TO PREVENT it THE CONTRACTOR TS RESPONSIBLE FOR THE LOCATION AND RESTRICTIONS FOR SERVICING AND MAINTAINING 11 CONTRACTOR SMALL REMOVE TOPSOIL IN AREAS DESIGNATED BY TSLT AS STOCKPILE LOCATORS PRIOR TO OTISTRSMALL LION AND/OR CAUSE INCONVENIENCE ID NORMAL REGULAR BETTS ALL TEMPORARY HAUL ROUTES EQUIPMENT AND DISPOSAL Of USED LUBRICANTS. ETC STOCKPILING MATERIALS OTHER THAN TOPSOIL MALL BE RlL1OV(D AND BG SMALL BACK /0 ORDINAL IN DENTAL a BETTOR. ALL Ru11CO AREAS LAI Of GRADED SMOOTH SEEDING SHALL BE APPLIED AS INCIDENTAL IA EROSION CONTROL BLµKETS SHAH BE WINTERS CHOICE ENO. W/ BODEGRADABLE JUTE NETTING, 04 4 Int JOB IRALIN. AL CO ITN CONSTRUC JON EQUIPMENT, AND ANT FACILITIES TEMPORARILY PLACED ON SITE 1"1�IISIAE('E AND cRAQIT'[g VIES APPROVED fOuAI FOR THE PROJECT MALL BE REMOVED FROM THE SITE L n 71 I 7M CONERACt06 SHAH TAKE PR(CAUTIDNS 10 AVOID DAMAGING EXISTING PAVEMENT loin MUST REMAIN IN SERVICE DAMAGE MUST BE REPAIRED Al Int CONTRACTOR'S EXPENSE S TOPSOIL NOTFc- 5 ANPE Y PROPERTIES BELONGING 1O THE OWNER SHALL BE RI TONED TO THE OWNER 2 MOON CONTOURS AND SPOT ELEVATIONS SHOWN IN PLANS REPRESENT INN FINISHED SURFACE ELEVATIONS I ORGANIC MATERIAL IS PRESENT IN THE TOP B' of THE SITE THIS ANIMAL IS NOT CONSIDERED TO BE 6 PROPER DRAINAGE (NO LOCALIZED PONDKYG) SHAT BE MAINTAINED PRIOR TO DURING AND AFTER UNLESS OTHERWISE NOTED ACCEPTABLE 06 STRUCTURAL EMBANKMENT EARTHEN MATERIAL WITH ORGANIC CONTAMINATION SHALL BE MOALLIUTION CONSIDERED TOPSOIL 1 ESTIMATED QUANTITIES OF EXCAVATOR AND EMBANKMENT IN THESE PLANS WERE CALCULATED BASED ON in( 7 IXMOBIIUATON SHALT BE DONE TO Tut SATISFACTION O Tnl OWNER REMWA OF B' OF TOPSOIL MAIM AN ASSUMED SETTLEMENT Of ION 2 TOPSOIL MATERIAL REMOVED FROM TIE CONSTRUCTION AREAS ON THE SITE SHALL BE STOCKPILED ON -5111 FOR RE -USE IN TOPSOIL PLACEMENT AFTER OVERALL GRADING TS COMPLETE EXCESS TOPSOIL MATERIAL TO SITE 4 OUANTIYIES Of EXCAVATION AND EMBANKMENT TO BE MEASURED AND PAID FOR WILL BE EASED ON THE PLAN REMAINING AFTER CONSTRUCTION SHALL BE SPREAD OVER BORROW AREAS ON -SITE OR HAULED OFF B IXYOATIONS N SHALL BE DONE IN A MANNER OS MARL OTHERNOCAUSE ANY JNCOH ON THE OPERATIONS OR THE [ONTINWD CONSTRUCTION O THE APPURTENANCES ON THE 517E QUANTITIES ON HAS MEET THE METHOD 01 COMPUTATION FOR QTIANTIfE S. WAS BASED ON A PRKYpOAI VOLUMETRIC COMPUTATION VALIDATED THROUGH AVERAGE END AREA OF CROSS SECTIONS WITH ALLOWANCE FOR S TOPSOIL SHALL At REMOVED 10 A MINIMUM DEPTH OFF B' IN THE NEW YARD AREA, IENCE APRONS. POND 9 ANY DAMAGE 10 PROPERTIES DURING DEMOBILIZATION SHALL BE REPAIRED ANO PAID FOR Al THE MATERIAL DEFORMATION THROUGH THE PROCESS O< EXCAVATION AND PLACEMENT BERM AREA, AND ACCESS DRN(WAY5 THE CONTRACTOR SMALL VERIFY WITH THE OWNER THAI Mr EXPOSED CONTRAC TOW'S EXPENSE SHAW 5 AN ACCEPTABLE SEAGRAM AS NECESSARY AND DIRECTED BY THE OWNER, THE CONTRACTOR S EXCAVATED ROC■ B' DIAMETER AND GREATER) MAY BC USED ONLY IN LOWER LEVELS OR OUTER PORTIONS or SHALL REMOVE ADDITIONAL MATERIAL 10 ESTABUSHT AN ACCEPTABLE SUBGIAIX SURFACI (TO SAFETY REGULATIONS SHALL BE OBSEMEO AT ALL TIMES DURING DEMOBILIZATION FILLS. N07 LIKELY 70 Rf CCM TRAFFIC. SUBJECT 10 THE OWNERS APPf10VAt M( W1TIMUY ALLOWABLE S2E OF EFATERAL IN THE TOP 6. OF SUDGRAIX IS {' DAME TER II TM COST rOR OLWEIR IZATION SHALL BE ENSURED SUNSIDARY 10 THE PAY ITEM IOR MOBILIZATION 6 EARTHEN EMBANKMENTS MO TRENCH BACKE AL SHALL it PLACED IN ACCORDANCE WAIT ISLI SPECIFICATIONS Iii Q (n >f I f�. Q F" I T ^ P o $ 1 p 00 � i r W. o — { T a i Ts = x p N $aq ; W TH SO FT "III C / SOIL MATERAL, OTHER THAN TOPSOIL, FOUND UNFIT ION USE IN 104 CORSI RUC LION Or EMBANKMENTS SHALL EH REMOVED FROM THE SIT( Al TM CONTRACTOR'S EXPENSE LA"MW /LB/20 .L4." `ti' T I, 6 EXPOSED SUBGNAOC SHALL D[ SCARHR(0 AND A[COMPACTCD TO THE DEPTH REQUIREMENTSRL THE SDIIS I. 4444 4HN M Lt REPORT. Fria V. PRIOR TO BEGINNING PLACEMENT 01 EMBANKMENT LIFTS AND BASE MATERIAL RECOMPAC7ION SHALL COMPLY WITH THE COMPACTOR REQUIREMENTS K III[ SOILS REPORT ,S 9 OVERALL EXCAVATION ANO EXCAVATOR OF THE DETENTION POND ARE INCLUDED IN THE UNCLASSIFIED .Y P EXCAVATION OUANtITY 51 142-A-01 -002 t Control Point Table II I' I I t t / PointPOM 1 Northing (*stag I II I I t I 500, Oh INAP.00 33000•1 40 wort e1l� _ I i I`i I 1.003 [% EO•tg7.o 310 00, a x 1 r I 3003 0 HostHostt II 31010.7 t5 IIE I f ' ' � '� 000. W ,IN,O,N 3301407 ,0 - + ` - PSI M n' t ` 1 L _ 1 COUNTY ROAD 71 y l I t� • �1 1 / I / I // I I / - / I I I NS its. 9nm oWAWII• I I I I • I. I e I I I I I I I I I { I ; % I I I' I / ') I I` /� I N. N. I .,tr 11.1. n he I t LLOYD SISSON SUBSTATION I / I I I I I I I • , 1 • I _ - / I L- I I I I ' I A I I t I I x -•- I I I c.b — hle r I t r %- 1` ` I . { LT: 1 6 /• 11.1 N LEGEND • • / I . I' 1 . 1 •1• 1 \ •••• I // I. I I / / / 1 • Dt TEN1 DETENTIONPOND IN. Bath* Blem.11 % I U,ciwO ]C W antuttttn I I I I I I I I I 1 I I' I I I I I I I I I 1 I I t I LLOYD SISSON SUBSTATION 15 4v OVERALL SITE PLAN /RI -STATE GENERATION & TRANSMISSION ASSOCIATION. INCORPORATED I ({ jS a . 0 1 E11ISIINC. PROPERTY FENct (3IS1,NC PROPERTY 1 /I I I I ; LNES - (*IS11NG I ` yap Pao ~RA.K to CASEMENT LINES -- / WT LOOM 1k I I I EA,SINC OYCN/KAO POWER - - - - - LISTING EASEMENTS I ER / \ _ll - - ERISIPIG DRAINAGE rlOVM1NIE • S ExIStNG utlEltr POLE ETISIIIC GAS IM MARKER +a.vrm•r " PROPOSED AMN12 pion' WN SUB-Opun PROPOSED '+ / ' • / I \ I I I I I I I I I I I I I I I I t ADS MI] Sue -DRAPE TYPE I / I \ I I I ` I I I I :.(.,e p4ea ;e:1:::; PmPOSt° RUNIAP Eat I I omens C PROPOSED OMNAG[ 1'1011' ARNOP artist taut hat I I - - - - - PROPOSED CRACK BREAK LINE -' — • ' •• - - / J I I I 0 TRI-STATE Gnats and T.rrre, MMMYI by. • trer •amOCwerta+ Obi 1 100 W. 116th Ave. P.O. box 13695 Denver. Colorado 80233 30i -4S2-6111 t -•—.—•- PROPOSED SUBSTATION KAM . . -+ -•- PROPOSED PROPERTY rENCE < PROPOSED Ah - - - / *CO •IP-YY ORN A& ELOWLINE C W[Ar700 0(W IYSC.M00[ MO / PI I r ) A Soot Ar-w zi tMO s•LSM• Si // I / I I I r I / 1 I. -u -.- • - • r —• o— o• NOTE HOR I THE IIONTAt LOCATION FOR IEEE CONTROL POINT Al 1NE -. • 0 0 • ...-e • —• N I I I \ \ .... INTERSECTION Of THE TWO BASLLNC5 ,S IIXID LOCATIONS --••"" > + a -I _ _ ./ t - -__ FOR OTHER CONTROL MINIS WY BE ADAESTED KONG THE BASELINE AS NECESSARY 10 MOAN rFO - -- _ _ _ _-. - -_ - _ t - I WAR ours or SIGHT AND TO PROTECT IN( CONtaot. FOR INC DURATION Or THE Matt StiRN.MR SrW1 SET THE CONtIWL POINT; DurS1M THE — — — SWITCHYARD Stcumly 'ENCE N- Di( -fILLD. AND REPORT �- — — — — — — — — — — — — — — 1MH 'S. 01500, COUNTY ROAD 130 ,..r - - - - - —----------------- — _ _ _ _ — — — — — — — — _ — — . .. , — — / �'' �;• . •—• 1 • • — • — • • • • ' —' — • —— —• . •— r-- THE COORDNMTIS AND ELEVATIONS TO INC OWNER'S — . —. —. AurHplalCo T(CI*4CAL REPRESENTAIM (OAtR), • — • I I I E. Control Point Table Post i tut., DHI NO.11on0 Lo•, n0 See. CPI t00410400 1306041V IOW Cr, 1106113110 3301001 3007 W 100)046 )1 )305044.)3 3001 Or 100410107 3306407 16 3000 CAS 10114374 41 3300037 M ROC. Pr -w 0. • S' 3 NOM S' LIMIN Olt N5UIIAION WOK 1141T SII4i-A_D,.OI' n6 %I) v-00,10. C•'MIIIL ROC. RP- NM D. • I' S' Nblo • S' %M>KOH SEE 116010306 orb" YRCl S1147 -A-0,-011 its Sr) ROC. ER -11/11 • 6' 10 NOM • 10' tCWTN lift060 I E S SCE ,NSWLIATON OCTAL LIM 3%I41 -••.e1-011 111) 57) OCNNODN r0N0 OUTLET PIN CUT -Off nAuS SE MEINSS SMREt SII4l-1.-01.011 DIIENION POW *010 —6t DEEMS WU1 SI I.7^A-DI-m, DETENTION POND 3 r101 Wigton( mom CAVOrlt CNN t.r ) ,MAO. DRAW ONIIET AOSI / TN 3 LOCA14Y6 / ICI OURS P411 SI,N-A-01 010 ♦s7>J/ > ISM OnINION POW OUTLET' S•UCTUPE Y[.0('M% S,ltI SI 141-5.01-013 O tuna /MPOTACT SARI SEI WARS • 1011 NOW l 0 //. AP P' •4 MIN-Pt0I0RLN0 O Mr Iw tll'Pt Pi A I. RN 107 Jo 1 1 - IS' / I I a n' 71001)1E6 MINN, Gat Mato PPOPOS40 3..000.0* n.-.! I Y —/ corm I ISO' • F 1 T r, MOOPONO CUP WM 101E IWArM1) N i N IM 13' • 1 I 117 M' 1 , ,6T 5' f .r i — MED I I TALI not,ZONTAt LOCATION FOR TIDE CONIROt. P01N1 At tNE INIERSECIION OF TNT. TWO BAStl11•ES It. FATED. LOCATIONS !OR OTnIN CONTROL POINTS MAY FEE ADJUSTED ALONG Tr.l NASTLWE AS NECESSARY TO PRCMDE TOR CLEAR LINES OF SIGHT AND TO PROTECT kW CONTROL FOR THE Dalt* 04 Tool PROJECT 2 SURVEYOR SHALL SET TILE CONTROL POINTS OUIsNIL INC SWITCHYARD SECURITY FENCE IN- THE - FIELD, AND REPORT THE COORDINATES AND ELEVATIONS TO INC OWNER'S AUIHORIZED TECHNICAL REPRESENTATIVE (OA1R) LEGEND 0 fliWPIPSINWWWWIZOLOZIOXIElla — 0 EXISTING PROPERTY FENCE DOSING OVERTRAO POWER EXISTING DRAINAGE tame EXISTING UTILITY POLE EXISTING GAS LINT MARKER PROPOSED ADS N12 PERT SUB -DRAW PIPE PROPOSED ADS N12 SUB -DRAW PIPE PROPOSED R.P CULVERT PROPOSED RIPRAP PROPOSED DRAINAGE FLOW ARROW PRQPOSEO GRADE ORES LINI PROPOSED SUBSTATION PENCE PROPOSED PROPERTY FENCt PROPOSED DRAINAGE FLOWLIAe S Sale n Ted IIOC. WV -.w D. • P' WIN yN-*OtN NOOK SEE PRINIAps4 Ours Win Ln•)-•-ol.on liil SI I 130 IS I II 10 0 )0 40 E„A«a DOW' so. CIA .1 WI A A I� i f d 1 H C 0 0 N •D tn 0 N etn a J HORIZONTAL SUBSTATION PLAN a I A WT 1 - N. a 1 Li_ 041 ii i:Q 41 - 'ail: S°yA I w MOW 04.4 07/10/20 4 51142-A-01-004 r i s i I a LEGEND EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR 5600 �� PROPOSED WO(X CONTOUR 579E PROPOSED INTERU(ONTE CONTOUR PROPOSED DRAINAGE FLORIN( PROPOSED SUBSTATION FENCE - - -e-e- PROPOSED PROP(RIV FENCE — — — — — — PROPOSED BREAK LINE PROPOSED DRAINAGE FLOW ARROW PROPOSED DRAINAGE FLOW ARROW PROPOSED ADS N17 PERI Sue DRAIN PIPE PROPOSI0 ADS NI 1 SUB- DRAIN PIPE C •IIS....Iren -. t_ m 1 m-\ to PROPOSED RIPRAP '1 1 n aas°'�w 1' :0 1tJIC n Net )0 c :0 40 Ova' cmM-4IP TEA'P(CICAION 04 1001 CN NON-N$MN CA04I41NI 141111 (SI I/00 OM APPM040 EOUNNINI 414 r O1 - H5244 5244 5246 5245 — 5243 5245 IC 431 1-5244 O 71 J• � 4111 It 41120-/ // I / I / I / I 5246 ""ow,' 10 4407 5247 7 r a 4.44 • F0 43 7F� ge �. ._. 41.74 o MDs t10 4v 02441 52 h• �Pa ro 47 .14, I0 47.3 5244 SUtstaic.. cn05s SECMN iOCADONS (TYPI 511 INtEI St 141-A-01-004 i 4_111104 URI FL 41.1• D4-4" IRKS Ir//-144? KO SPICt re 04 1001 NO ON N-4010. 1Ut4 GIOI[414I C (UMP1 1100 W 4PPMOv(O COUID4141 Wes ail IL 41.11 IA I 4237 t 1 I I I I { I • 7 Lloyd Sisson Substofion 45, I to MG* 02/)B/20_ M ew SI 42-A 01-005 p t LEGEND Ei61WG wax CONTOUR EXISTING WTERMEOMTE CONTOUR . . 5600 PROPOSED RJOt I CONTOUR - 5796 PROPOSED WIERMEDNTE CONTOUR • PROPOSED DRAINAGE FLOWUNE PROPOSED SUBSTATAON FENCE PROPOSED PROPERTY FENCE PROPOSED ? Em LR(( fit= PROPOSED ORANAGE Ft0(J ARROM rtz_tr2= PROPOSED ADS N17 Pt*t SUN O$CAM NP( PROPOSE° ADS NI? Sub DRAW PIPE A PROPOSED RIPRAP Sate et fUtt :o C :O w -5J•• 1 1 • M •]24,7t - wv •S2•18? w •N•l11-\\ r 1 1 • WarACt [L[v-17%14 wY I ADS 04- 11 PUIrCRAItD tvt wt-5J••N kw I' AOS N-11 IMP( *et *04%244n _Suit ACt Itty •SJU Al MY S ADS N- I? KI(CAANO PP[ Oirt•SJAS lD it Si 8 SW MI (UV -SRN JO �MY i• ADS N-IJ nWauRD Pin wiem..OJ ILY r ADS I -17 Pe( .Pt 00.5264Of _fuI(ACt tits. -RP? Ot MY r SOS N-17 P noRARD not w1.5i•• es ery -SJ•)OJ • %afAG taw .f7.5 N rY I' LOS •-IJ KI[OIAWO PSI OuT-5745$ ADf r-17 PAN PO aJt.5JAfn • • 1 LASAQ lltv.57Nft WY r AD% V- I? P(IIOIARO NK wt.SNS AO � • (MI )000 tr H ITS AWL N- l≥ P+t • 0tOS I d I 9 I SI h Sisson Substation 1(1 Ui � trio • V Q 20 oec CI zU oz �o ax '4C Ct kJ US. v) Linn Z h tree MG* And a a I i I 02/16/70 Ir 51142-A-01-006 I !t pS C LEGEND E;ISIING INOEM CONTOUR [LUNG NIER1NON1E Commmadt P*OPOSCO Max CONTOUR - PROPOSEO IN1CRYCOWtf CONIOUR PROPOS[0 OIMPNGE il0*LIN[ PROPOSTO SUB5tA/qN [1NC[ C[MING FENCE a fear n Ibn 5245 5240 Wan DIPINC_...e R U21 COUNTY ROAD 130 • 10 U 4 4 watt. OmPwd,2 a U 00 w rc UN InIltio DOUG *; rc U R. L 170 -aW •:Ja) ra MM ,Rcnw (pine. a S. a ato O MN MPOOx Q.Itrn —ca t. Row I)0 5244 *TM \fro.5ee ht In kr Isom t!t."--------.ON ✓ e 11' aft. • t(P • 0]aR 'Nl11aIC11. 4 aKl eta' es n u e h u u Sin 22 eI, 0+00 a 1Tryo eU a e R e • e n n dl e;71. 1.0 0+50 1+00 5245 5740 n e dl 4) 1+50 r I I I I 7 a t a a I t 021:11O'. 51142-A-01-001 1 I 4 4 0 4 C c 3 I 5250 5245 5240 $260 5245 5240 5230 5245 50 -40 30 0 36 70 - 0 0 10 20 Yard Section 1-1 r 30 40 SO 60 M if rem taw O."(1 44104414 sit PUMA (KIT S11.)-4-01,-0101 MY /OKt 4. I. I..•;1415 4 • • W(, 'lINCN n h. COI II M51 Wilt • / 111 001MS 551{I 5143 A. p•.Oro 5250 -pt11Nt4 n'4440 KIM 5245 70 60 90 ¶00 up 170 !30 140 150 160 170 160 190 200 210 220 130 240 250 260 770240 �f 4' 4111 N -r,. OI., PO( e 401 N 1: 44.1 *.115) CO' 144.+,4 Y 14w1)4 5250 41N •01.0 OM. 5245 5240 50 -40 f0 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 170 130 140 150 160 110 180 190 200 110 220 730 240 250 260 170 Yard Section 2-2 06 0T.-1300 t41.5)44 it a,t.-2410 • 41-5)4 :4 - 5240 50 Hot.teta, k4t #16at 5 nt. tst 0 tit ; -40 )0 -10 -10 0 10 Yard Section 3.3 t _ 20 1 40 0 20 6230 5245 5240 0/7.000 04..6)47 e1 /7,••600 14.•51474) •1•r aJt C all ,(,,.•57.00 .4'•5/46 W _ P416] 1+,4.334710 5250 IN< I.DCN 04/444 Cohn 4$5a40.• Sit 0I .415 551001 5n4;- -01 •JIU 5245 70 30 40 50 60 70 60 00 100 110 170 130 140 150 150 110 160 190 700 210 220 1306240 e' 42/4 N I1 IIM sY( e' 40.1 N "a, .r, act N • If »1..340'64 4,.41100' 10 5250 5245 5240 40 -30 -20 -ID 0 10 20 30 40 50 60 )0 60 90 100 110 :20 130 140 150 160 170 180 190 100 2 0 220 230 240 250 260 170 260 290 300 3 0 370 3!0 340 350 360 3/0 360 390 400 4 0 470 430 440 I x l t iI I 1• t 3 LLOYD SISSON SUBSTATION SUBSTATION CROSS SECTIONS a M 1.• .w MG* I 07116/20 ,451 ... 51142-A-01-4308 714 411 Cn•AI TIM ICY[ - ' .W1iS HI WE? n4I..-01-00. nKC .N.1w (.41111404.1 11.10 0401 01 MPM10rw C01,0•INTI— I SY- 'III 110111110,0 WTI* ..t 11(1 )'W. 10 (COW 101044& TO au" IttfTOwS loins, 41.51 .St tA1C/KAT•w 01041 IIii1111111[Una 1004 100T U•S1 IS- Ww e tit 11•I.MW(M1 040.1; MO Nn. AWLS 011 Si in•..5..04> 1M•Itl 10/444 .lAt 0I/1n *LTA S D N.M.CS .GCY1411 _ 4.1.(404 C•INLIt. 0104:•\ Iq• IAJYr•t w.. W1 N04II ,?"I %M • aT.0• SII T.I , LH(! 4101: TYPICAL INTERIOR UNDERDRAIN & YARD SECTION NIS Sr(' 111 SMUT i.14 -A-01.804 l' t!Cl 1WM.10 ACVtM•I Ate 1400141M OA .0 S. TNICS CIA16 S OIL WHOM MN Y(CYIGYow 04 IO 1) 00 Iwo tICOW'KI I WAAL 040 410015 1 COIIPK1Ow Mt SfCIICAMO.I 0110511 0411.4.40 'r t,ca.H _40 111) CIASS S MY WIIN S /ALL 44A1K5 WSM10 r- ..00 n1 riCACAIIOr OS l0 0 •5t0S 7 r T 0 O Mn•I10.K Ga4I MAWIVl It all lMt Wl1440 a. aWt n aKN) llllp1111f1[Illl1ll11llill11N111�WI111lhlllUII llllllllhI[1I111Illll1Qlll11n11QIl1lIII111lI1lll1Dll11 llll[lulllllljIIIIljf1 II S(5 , 4.040 WO 1100/4.01 1.1NSL0 1.T11.1. 4.1/0401 TYPICAL DRIVEWAY SECTION NIS 11.04.40451 1 M.CID. n1 'Pt 40410 a 01011 COwI et CAOLt tnKw puts) MM. ACGA\Ca11 1 •ant MTMUTOII %OTIS µ. (Sec N IllINCH .1151 10 RACEME, 01 Callart 1 $Tw ..1,110 10 COWMCT10 M:M WTlML MOW MI CPI . N1R WLCISSM• 1 LS r0AIM•C: AICLS A WYYJW d r 01 Ml IMMAK1I.•n Wt f(CDIWL.MtDM I .&eAtl nSOYita Pet To at4 Cli•0IS NIT" 0401.740 MA Ora • SACS •. .0 011CM %SKI GUMS YID I L(W?OMS INN % 011141(5 ACC*IM'I Mt SPEUCAIOMS —r- See tag 40 MWM sits • 1.011/Ili 'RAO P0n I -1/I._ Clviwt0 44444410 SOORWTI I'.. n Ll✓ •Pt DP • I) 9.NIuTATIM 'MG $ywiAt 'li 0444 S(1 0tiwis tMV n.1> -4 r I / I.w MIS •IOM. 404.1.01( •AMC I M&0n (Sae. OM M A.P1p410 £ SWE IM1) SCt .sauna. VMS n•0Lrt0 .Oa .t" II CSCAT(➢ 4•.Il O4. 10.0 MOOT. YTLICP 110.5 Of /,' •0011104.15 At 1' 04 101411 'P( K IKKn SUCH 155? 11( 04.044 IttNtL% T.( 1q C3 a n*rtStcIs S Al T1( 50110. (SIT ' .a lOW MM WI) TYPICAL PERFORATED TRENCH DRAIN DETAIL NTS 14SVSS00M .M➢ I$(M4 YCIO. MI 1101411 Mil .4MS •01 n II t I- r,r( D I 041010 0W-SOl SCL(CT 400 WTIML Al YCLSSA1r M r.C.Tt. Pet MAC. (DIMS 414.1{) KR tfc/CA110.. 01 1001 TYPICAL SOLID UNDERDRAIN DRAIN DETAIL NIS 1100NM 1I' THC*MK .000ED CIASS S MV 010 Mt MA1tdN 01s5 WMIKL n1 wtCtc mok 0.1011 SIMI Warm sin ow_ 0(11 SPK/C.1O.. OS I D 0 f m--„,. Rc.. Pet Sllt Mitt Yl flA.. .. 1 DRIVEWAY CULVERT SECTION NIS t t 1 l I 1 I I I a I t I OGOI C Ar•I 02/11/2O Its SI142-A-01-009 I r i t I d . V tuft1 IMMO 0.4.8111 tool O 4 (. Par W I•Ilp Gtro.NO '. (•HSS N• •11ws (I YON A. W tit) MINI INN) .OI-\0.111 I.t$( fast .•MrI 110$ W APf•(MO COIN vAINft it N.4414 b fyM•(D (NO BCC! I r $.5N OAKUM LEWIN vans Sl( MA.r _ _I IK.$/SS H• PLANS ( 1..0. 'swig M1P) f MY. CROWD 1 = 1 t, ) t.ICISM rI• PLNl - I 504 .A K t.r) IQ$ MAN CIDI(.t4( 6140( M. I7ON W M••O.CO LOWS RCP CULVERT OUTLET DETAIL NTS NMc10 ...Aso: c.ANO •.I CID' Pt AGM OMN 04 •ns0.40 IOUM. IprCA has WM. pIAM Dy..NN VOWS) MSI•I 405 WO •CP IaNI PVC TRENCH DRAIN OUTLET ASSEMBLY NTS .NInor OOC4 0r PAP Co- 'PIMP Cif M • ism} _ m01M VA•S% Sir P(•M tY Kr ItM(D IMO NtC.ON UtN NPpID 11aN11 OWnD Ir( AOr(i Pmt O'J'I(t 4NM ftivM(ON USN a •w INN•-•a(r 0(04.111 N141[ - gnat • roM 04 Ong(0 IDa t14J0[Ss POI PUNS II Sea Ilal[ tA) n•(rMlO SNOL•.IO( Pt• CL..t...OIC Snit' MN rot PISS r I. I It I .' CLASS O MS( CO.RSC. Caro. 10 65.4 MODNI(D 1.00lW Meow CYO IXseatr 3' TRICKLE CHANNEL M(3 '( • �MON-qn• ccnmS 'a Mil 170N OM llU.m COIr1 TYPICAL RIP RAP INSTALLATION NTS TYPICAL SWALE SECTION A -A NTS 3 I i 1 M • A I Lloyd Sisson Subslotion DRAINAGE DETAILS 0 Ln ct kit C-) 1.74 Zs - L35 UU W t/I to ti • I a t ai I w 02/14/70 04. S1142 -A-01-010 t I i I .080 It003 FAD. .n, TYPICAL POND BERM SECTION NTS lIR1MG feXMC ACA M•I2 •Mt e• M.C. cocart an -of, ow. Cusco It (IW) ipso M.1Mt Sps '5U 0LM 100 wu*0+e '111.11) •• • •• ' K • A. POND OUTLET PIPE CUTOFF WALL DETAIL NIS 1fw0R1 OM•Ytc lute, rMMM1 I4it111M At MICtSWI ID Dean h( Ial(M 10('18 V.AiSII ISICAVILL lag UMO Iwt01 w% � Oc W PROMO' MO Incw CAIOM OA y1 C. 1 o0 .1M WAILS VI t1Iira i (MINIM M101k MI Oil • /• POND OUTLET PIPE TRENCH DETAIL NIS CG AIACI 11WMcwl Mt _ COMIMCIIO 10tat 8011110 810[100 T [ T C •1 1 • • I • • � • • , •., • •]JCCAiOMCM[ll • •1 • ,• •• • • � t •• • DETENTION BERM EMERGENCY WEIR CONCRETE HEADWALL DETAIL NIS .0N TYPICAL POND BERM & OVERFLOW WEIR SECTION NIS rMy ItfW111p1 r 1 IS 5748 00 1 MJ� tM I *GSM 1XOIIV!I C 1SSw I WM11 I.ry1 OM A/MMOKO fO1.MKI1 II • ,t,•V5.VJ.• DETENTION BERM EMERGENCY WEIR DETAIL NT S 14. . e• 100.1. 100(0 MM1A ON cotnt tot i f e Iu✓tun I .N'K 91101180 3 s 1 a I J C C O N I C 0 .14 h` 0 1 I t c 11Lw 0.4.7A/20 51142-A-01-OII I YMIali5 Sttn '-vPPMT 5015 '1 D014' 1010' 0C 40 N SIMMitl' SI(Q — .•ova Ca4144.04/ M0PRtw 0.41.411 NI•I14 WC MAIL Mb S10VCIIM SECT_ IOPLw, 411 1.9 A -d V 'too -44- -4* 0 Ill' ODSO- 11 11.) RtC MtNO meg qt M • QJMI(R WO; (ACM 401 • VALHI • 1411 fry.* MtAII[CIa/ (ACA AM Ai -0w SECTIOAI,w, 14 T1 V 10011Y1A41E1 5244,01 - IO N.' W[(.L 1144 ii — WON 674341 • • -; '.<JNnnNMn tickle 5747.0\ -�• ) .4 1 •J Mein 0001 514.71 I \ ,1 Oat0.•6 Invon 574701 — 01113 RNI 4011% P110•& CO41410005 .(O41141 WW1 WNW KM(' la IHI ONCI RAW MO COMJKI( 7 WO P.AW 10 COMMIE iY •4Aa Ol, C[Mtil a10CV INAPT Wei a1[t:-Y$[4 TRAY. tICl1 WALL N SWAM stn. M`% LM.. N ATTAC1[D n imaind11[41 af.T.OS 4DMC TPA (CCL OT 1K /04411/4 OW/ 'as. ACA OPt% AMCAS a IG 151(1(0 TIMM RACE W1(1005 'GIN MASA MCA WI 4441 1((0 !0 N AOASTED (0R 1MT1•Atf .*1110 0(1(1141 09CM AA(A/OSOSS 50p W0 (11&11() 5(Mill.14 0CYCA 01 15111. VICO Lott N IMNO 04 Tat .T•OWS'AIC "(M Wm 1(00 00.0 004'.%1'.'. 01 14 OKA .rw1Tt01 Wit. 04111 I 41u, UMW COILS IAW1 N .10111110 4.1441 %TA1N15 .4M01M41 MND PROWL) •1111 MPCIO MD tOCA4•.1 00 •0040.1 ACC(./ PALS r Wln 4'.1(1 low( N 1150.111 tIlt.. MuWMM. OR Slit. fill' GAM lWa. N 'OI 00 CAt\MMtIO Ma WAY N 'Cl (041011 COIIfO MI(1 0AaA1.(wo 1 Win CMI(115.41 N 01144[0 11.01, 1.151 Iii 0acoe.. WHO. OF 1501. OP14.14 'S SIM..I• sv I.( OYWITII a I.( 0010 1'.PI STIVCTO&4 0(104 d Win (/IA'IS YN. M M..10 01. TN. .4tp4105151C ..(AO Min 1110.150 0OINT•IA1 4 '.I 14[1 ORIFICE PLATE AND TRASH RACK DETAILS AND NOTES 1 II • • L L' ORIFICE PLATE DETAIL 4410 I' ell CIO 1110C110M Still, CnA4M- fMA11 IO v(D *10 COMCN If (CJA* 11 WI o t4ti .9 4 • - 4 •ray • •. •• • - • • A •• • • h • • •. • •• • •d • 1 C • . • • • •• ' i x .-.11. •• ,% _ 0. 4 ..%,I an I -4— --.•--4141-.i am. 11f• 4 4 41 • lIA0IL111111. Nan 04 IMI(MRIIM w.OS, Nt .4 Er 4' "Oh. (DR MHO SECTION,:, 4' h l� 1' 4- '1 1 / 4110• 1 LAI• IpN\ Is;.. TIM:1 WITT Q*R SIN 5' MIA. CtIM NNE(. MARS (Na TT to ST1yCTy(() S . 29 ! _ Cot, .ft I. S I t • 4l1 a 45]0.11 STAWISI PEI. -a'''. IRI.Y. SCREE.* (OW SCREE'. -.0011040. vuu sME DR (01004CMI) ATTACH 14 oni0.0II(41 '.(IDS 10 CYO.) Al(RKAM STILL C.W04. 11111K0 400 COMCNTa 44(1104 '9 Mo 11011 01 O.IMw R 4W. I. I I PROFILE 915 - MPfORC1.10 N 1(850 At Ir- 1./M 6 1' 5- I'A( 5041 H. Stilt MNCI en An 11M00C1 ANOWTO Ou..M4 Pn fI NUM 4' Lt1110 NWT WS GIMMMCz .dill 10 0.(—C ill," • 5747.03 - 1' 1' In+Y(0 VIM( 1 1' I - _l 1 It IN - 514515 - riT Mott •14 COMM It A'C,OMt (1(1 a Weil b I 7 d i t 1 I d I S. z O t1', In O y(nW .1 C 3 Rticlet N) ,zzU o reitOoz fa 2t4in t. U t._ in J tri I- 1 I t >1 CONCRETE OUTLET STRUCTURE TOP VIEW 4115 CONCRETE OUTLET STRUCTURE CONCRETE OUTLET STRUCTURE FRONT VIEW r. SIDE VIEW 4IS MCVI Oil 114/J0 S1I42-A-01-0IZ I ' I' II I t i I I I , I SYMBOL LEGEND I In / I 1 r I � I --s ®D onuwor Mn�� 1 / I .•_. © MIMI cortrn watt Iw!1 I 1� I Ilic I I � I 101010.1 �� WS © rr -� ; ab 0 xOY[NI MAP, ! I I •:: ® SW* enI /( 1 I I Oar ® vas arms / , \ I ID I kat rt kn I I I i MKrn I t0ua ®M IP oar IgnctO. --. 11 t- / I I• p 0 30 60 I I I Wail MK. IIY6t1 .. III I I I i 11ip. ., I 44 COCAIN SAMOA Mn. tOgMOr tang 1 // I II 11 � ron.sl tWlI 1 I COUNTY ROAD 71 . I 11 I I I { t I/ N I �\ I I I ! I/ N \ I i I I I w w• w w i II / • 1 r r 1 \y r I I I I I I I I I I I ( I I I I I I ON SUBSrArioN CONTROL PLAN TfQN & TRANSMISSION INCORPORATED , - - l , \ r \ \ I I / \ II' l I I I I I I I I I I I I I I LLOYD SISS EROSION TRt - S TATE GENERA ASSOCIA new a / e eat l i • 1 I i M 1 I - i/ - I I PRU �E'>• FKIUNOARY I� I i I / I I I istaanilie 116th Ave ox 13695 dotado 60. 352-6111 J---- ------ COUNTY ROAD t30------------------- _— I t;,:. .M,leao Iles •—. { - 11 f SII42-A-0I-013 • 1 t ny-i-C' 11 • W tug ~owes\A r1\ MD- Hello