Loading...
CN-2010-00069 (2).pdf ��\M ALERT: CEC SPEC IAL OBSERVATIONS ALERT TO CONTRACTOR S TO TAKE Opj_ua_- THE CONTRACTOR IS RESPGNS19LE TO NOTIFY ME EXSTNG ♦ aaYL -2 ♦ I\ ALL Lw GONERµ CON7RACTgi PARK TO BE COUPLE7ED \ ENERGY GAS �- -'- mw'� mt \ \ ME CEC ( (EARTHWORK, Z W / L _ m �nT>> s� dRRC wucT GR RSSON ENµ U71UM AND FNµ GRADING) BY ME NT. �lpl - Igp_pp pFF SITE- - I \ \ AcavTA. 10]-311 -11161 AT !EAST b ~ 1 I \ - ♦ \ NT�� FOR ARCHITECTURAL HOURS PRIOR TO THE START OF VARIOUS \ \ \ KEPT F E E DATE IN PROJECT MET STORAGE WR07 AR EA i0 BE I / \ / ♦ __-. GRADING EASELS. �� SPOT ELEVATIONS IN KEPT FREE OF JOB iRATERS ARO STORAGE Af7ER THE CAUTION: ALERT: SETTLEMENT MONITORING- - \ ♦ ♦ - THIS AREA REF. \ \ CONSTRUCTION ACTIVITIES REFERENCE THE CONTRACT MILESTONE DATE FOR ME OUTLOT. NA GENERAL LSNTA�CTOR TO NOTIFY BLAB - . - - _ 1 220- ♦ ♦ �xx : ♦\ EA SE -_ - pgMPACTGR PAB SPEOAL OBSERVATIONS REOU .\ \ ♦ COVER SHEET FOR A LIST OF TIE CEC CONTRACTOR TO PROVIDE CLEAR ACCESS FOR WTLOT HILLS ENERGY AT LEAST i WEEK /� \ PARKING LOTAREA - _ _ \- \� .a3\ \ �- REO FOR THIS CONTRACTOR TO ME SPECIFIC PARCEL AT ALL TIMES AFTER O Q PRIOR TO GRADING WITHIN CAS 30.Op' GAS \ PRIOR TO PRO(EEDNG WITH UTILITIES. PAYING au ♦ ♦ ♦� DOTAL ON PAVING \ \I PRO \ ♦\ JECT. MILESTONE DATE. PURCHASER OF OUROT TO PROVIDE PERMIT I MAN EA6EMENT \ AND µL OTHER SITEWORK WITHIN THE AREA _ �\ IP• \ _ ` ` SPOT ELEVATION PLAN. \ 1 \ \ DOCU21S AND SNPPP REOUREO BY STATE/LOCAL MAIN EASEMENT N MS LOCATION. \ \ \ NOTED. CONIRACTGR SHALL REFER TO ME �� \:' ♦ j \ - \ \ \ ♦ N Y FOR APPROVAL AND LOCATES ♦�.,\ ♦ - - - - -\ \ \ \ \ CAUTIOx: REQUREYENTS FOR SPECIFIC WTLOT. CONTACT ERIC SPELLFABERG \ \ PARKING LOT SETTULWENT MONITORING NOTES _ \ ♦ \ \ \ \ \ �4 IS TO TAKE Q A ON 690 -8149. I I 1 - \\ \ ON SHEET C2.2. ME CONTRACTOR SMALL o.\` c0.. �/ \ \ 1 PLACE N1THIN TXE EXISTING 0 ZS' S0 100' g ^`^' ( ) 01 PROCEED WITH UTILITY, PANHG OR OTHER I � I ♦ d {5 �0 _ \ STEWORK IM THIS AREA UNTIL WRITTEN \ \ M ♦ ,Q r7� 1210 BLACK HILLS ENERGY GAS I / SCALE IN FEET O I I 1 �\ �♦ !O DO OAS ' \ MNH EASEMENT. ( 1 I - / / w \ APPROVAL 5 PROPOED BY ME CEC GEOTECHNICAL ENONEEA._ _ _ - _ J_ I ♦ E I 1225 E B \ \` ♦ LTA(N EASEMENT \ \ . \' +�0`sry - - I / - _ - SLOPE GRADING n1 + g -'1 ��i / \♦ �, m' _ _ 11 0 _ � � j •F � 7� - - � S.oD' unuir s.00 uru �� � � -'I< � �{(('// 1`.>l F, �. E r �l ASEYENT ASEMENT • F.5.DO ',v � / / // ♦ 1 / `y � ��_. \ • B \� \ IF \ ��_ EA SE - f ��� � / /,- - / 1EASEMEHT/ '610118!] / 8 00' UTILITY 5. f ; II I 269591!.5] ♦ a - t I u �II _ - _ ��� � /(/ // 8 •� EASEMENT 1 I \ SAP -14 I -1 \ I $ - D _ I . Y ✓ �y; y \\ \\ /JI All 9 fN P: ACE gEP I I I I \\ \ ♦♦ � \ - \♦ \ _� _____ - -�\ II � '�!.( 'PL AT ONE I ♦ \ 8•RCP STORM SEWER JOWT SEMI \ FOR ARdITECiLRAL SPOT I �_ I/ Y / / R I 1 PR X 100 I ELEVATIONS IN MIS AREA. ♦\ I C / y 1 A - INTERNAL PIPE JOINT SEAL AT / m \�J \ �• \` REF. PAVING SPOT ELEVA7AN `\ .1 \ II I , / � , � / � G INSTALL I \\ EACH JO FOR NINE (9) JOINTS I \ \ PLAN. _- _ _., _ _ _ �! - I' Ej I EXTENO{NG FROM MANHOLE TO THE - \ I I D A T / I } I! t/ J ( ONE i PIPE JOINT SOUTH OF CON SHALL REFER TO I I • I ' () LOCHEC LOCATION AND PLANS iGR EXACT ) _ CRC" !( IT NORTH AND I . I.. I ♦ \,/ PIPE VESTIBULE ILO (10 LOC JOINTS TOTAL) INTERNAL J` �` I AON ASL IX PE DI MENSI ON S OF VING, EAT �c T . �'� PIPE J SEAL SHALL BE CRETEX }$, i TFKRE, A VIN C. / I N :6/024599 ARMORS -TITS PIPE JOINT SEAL 55 STEEL STANpAR(T I PRRdES, RAMPS DIM AND -2695931.91\ /'✓ /_� /' I E WIDTH, WITH TWO(2) STNNLE I I. PRECSE BDILTXNG gMdsoHS MO 1 _ I e - / 11 ` / /� ETA CE L ATION UTILITY ENTRAIN AND INSTALLATION PROCEDURE. EXPANSION BANDS PER JOINT. INS L I' I Y /' TAL / \ ]as I I \ / I I I • 1 PER LUNUFAC7URER5 SPECIFICATK)NS CON IDE PROJECT / ] \ ���y �, I\ ��yo I /• _ I A r ,W' .Fr / ,( / m - / TRACTOR SHALL PROV I�-- - + I W�, I / ., I 1 =.ESL T T I I' / 1 - ('J ! I y/ ENGINEER WITH PHOTOS OF INSTALLED ` \ \ j(g56R -� fGR MOR1IEC TURµ \ r3' I PIPE JOINT 8Eµ5 FOR DOCUMENTATION. \ \ SPOT ELEVATIONS IN Sb' .( /t \ '� n \ C L9D GCR - f�l O MI5 AREA. REF. PANHG \ E B 1 I L. 2 , ! I pg � � � - 1 A /', I � \ '! � \\ � F F E. = 12D� Al SPOT ELEVATION PLAN. Y N I � : • CENit{R ENTR , GARDEN RP 7 GRass j' \ NOTE FOR PAVEMENT SUBGRADE PREPARATION IN CUT AREAS: \ 'EXCLMD'NO GARDEN LENTF,R .90,202\ \ I D \ BY THE CTL AND DOCUMENTED TO CONSIS SEp5ONµ tiA1AEN CE.-H 55SS (MDT INC LUDED I \ \\ F NATURALLY ELEVATION D HIGH PLASTIC CMCEN (FAT) QAY SOLE NAY BE ENCOUNTERED AT PAVEME DEDESIGN 1 M CRp55 BWARE f00TAaE) 3,510 \ 9JBGRADE EIEVATKN WITHIN LdCEHMATEO OR RANDOM Wl AREAS Of NEW PAVED AREAS 6 I F VESTIBULE It CART $TORAdIE 1.9j ' \ THESE SOILS ME ENCWN7ERE0. ME UPPER 21 -NO1E5 OF PAVEMENT A184TiA0E 91ALL BE EITHER: I / EA SE ♦ \ \\ 1) LABORATORY TESTED (ATTERBERG UMITS) T OF LOW _ 7I , R / S I ]ac ( \ \ \. PLASTIC, LEAN CLAY SCILS (11.05, PQ5) AND COMPACTED PER ME SPEC ICATIMS : I 1 5. UTDTYC COMPACTED STRUCTURAL FILL FOLLOWING THE E45DNG 4B STORM SEVER TO REYNN. STORM SEWER AFTER PARKING � OR \\ ASEM;NT / CONTRACTOR SHALL PROTECT AHD 2) REMOVED AND REPLACED WTH NEW, LOW PLAST 1 1 6/I'Jta \' I DOCK I ' 1 e" u \ \ \ IC, _ i 8 _ S 5 REPAIR G DAMAGED. CEC ALL INSPECT / I / A G I 1 _ 1VEiL i e •� ^' L - \ \y \ RECOMMENDATIONS PRESENTED IN ME STRUCTURAL FILL SECTION OF ME SPEOFICABWS \ Z .•��' - LOT / \ \, O S TTLEMENT MONITORING IS COMPLETE E AS A I 500 UTI TY] I I PMT OF ME CEC SPECIAL OBSERVATIONS LOT 1 I I 1 \ \ I L / ♦, \ O FOR THIS PROJECT / o \ / I HAYDEN PLACEI ' I ( I s:1 II 1 1\ I \ Diggers Hotline EASEMENT] / ] 1 \ \ LU /�f�/f :fiaoosa.Da M REPLATONE I sos I H \ Of Nebraska w SM - ----- ---- -- - 3 .p' To M R / 4. \ z CI 6gpx4cm+ E N L T 1 RR -z h N :639983 -09 k I �� I .\'M°g 1 \ \' 1 I \ _ _ CAUTION: YD N P C NOTE, NI N ITAY 30 OPTIC T N C UNNEI REF. CAUTION EP E (l % SM -10 / \ / / _ \\ o \\ p 1 \ 2 v BENCHMARKS KEY NOTES i RO.W. 05 SEASON 1. 4 A a / /g / / . ) Isa µ PARKING LOT TO BE \ I I 1 IT 2 :rxow , VN x A PROPOSED GROUNDWATER DRAIN SYSTEM IN PARKI _ IMPROVEMENT PLAN. \ I / / \ / \ s GARDEN \ .7 B p :I \ M■.iEO Y oz �I OF swTMY SEYEIt O INSTALLED PRIOR TO FILL IN PARKING LOT. REF. STORM SEWER PLAN . CENTE0. 'G' II uogE asr snE ¢ xw 3o AvrWmL II .3]11 i `II / / T EEN D \ I soo' xwTx C HOLLY 51. a PROPOSED SLOPE PANEL DRAINS (TYP.) RFJ. STORM SE PLAN. / ' a . M A \ .(9,' D 11 n�wN6. =ATiw ( w m) © PROPOSED STORM SEWER (TON.) REF. STORM SEWER PLAN MO PROFILE. SEE HIGHWAY 30 R.O.W. IMPROVEMENT �\ \ i ` / / \ ` ti PUN 'OR TYPICAL IS /\ I \\ }'p I 1 3 OagtEe 'r a Ts ¢SAWTN1r sTEa Q CONSTRUCT SL CAL SLOPE BENCHES (TIP.) REF. OCTAL SHEET FOR TYR a v / m % I E _ I E 45r SDE 6 xw 3fl uNtmL SECTION. I 1 \ �' 1 T. \ `, S 6 �D9N623 L2 90 M]rAt Q CONSTRUCT SWN-E N BY -PASS R.O.W. REF. DETAIL SHEET FOR TYP. N:639851.00 I e , ` I @ .6113 (xaw eel SECTON. k+ SW' UTILITY 30.00' STORM Iy eW � U �___ -_- ' z O �N EASEMENT (J / E:2696W0.15 I _ _ EA SE-- EASE © FOR MURK N THE PUBLIC R. RW REF. HIGHWAY 30 R -O. W. IMPROVEMENT �I :6198{]53 SM -12' r -- - -_ PLAN. E:269583126 NOTE: © o EASEMENT - - _ / -_ EASE-_ ,Asst �.� I I' I I' 15 RE W' CONSTRUCT OUTLET HEIR STRUCTURE AND RIP -RAP. REF. HIGHWAY lO N m n' _EASE__ _- ~I _ /_ - - 30.00' SIgRM I I Iy0.p0 I ST UI INPROYENENT PLAN. ALl SPOT ELEVA710ON5 ARE TO USGS _ - - - \ LpWG N.AV.D.Ba DANY. N rs_ S_�A: OB _ RSE_VATION. AFTER FENµ GRMNG IS CdIREIE IN TIE SEWER EASEMENT Sqw UTILITY I I � I I i EASfl1ENT O NNRE BY -PASS R.0. W. @jj,[ PWOR TO FtACEYENT OF RHµ EROSION f/,SEMENT I i EA Id l I I I III T ENT CONTROL BL ANK A ET, M CONTRACTOR SHA B�TNE M ASR. NlN CONTROL 1 _ _ J _ Isob' RE M auLL01'RG PAD NOTE I I I + WALL EASFrJ NOTE: CONTACT -S WILLET, 0.ASSON ASSOCATES 4 0 2- 311111 6 AT LEAST ° - '\ / HOLLY STREE - ME GONTRACTGR SHALL REFERENCE THE I I I I 1 OFi -ST� ALL CONTOURS REPRESENT TOP Of E 0 u T T K . I 35.00 AM IN PAVED AREAS AND FROSXED -0 / 1 (EwSTNG ROAOWA ♦ � / BUM1ANG PM PREPMATON RAN h ME ^'. II II I I I O�fApING E. E I T GROU ND INNON -PAVED AREAS UNLESS O CONTRACTGR 9RALL REMOVE EXSTNG RIN/PoSER MD INSTALL ]Y ( / FINAL FOUNDATION SUBSURFACE PREPMATION N I I OTHERWISE NOTED. gMEIEH RISERS ON E10STINC STORK SEVER YANMOL.E WRING Ml m NOTE 55 \ G _ / MILE PERFORMING MASS GRADING �' II I I I L AC . EMMMURK OPERAndS MO ADJUST RY 10 FINAL GRADE - `. // TVITES CUMIN THE BUILDING PAD ENVELOPE I I I... i SITE FEATURES EASE DEWATERING NOTE o „ P , - - - PROPERTY LINE L. 1)" I' .l L __ / - T L I I I I I riHEN PERFORANG GRACNC OPERATIONS DIA6NC PERIODS a '. : q x «a. - - - RIGHT OF LINE F - / \ is I I I I I PROVIDE ADEQUATE DEWATERING, DIRANAGE AND uv p You T[mo w dcu N I I WET WEATHER, O 11 m . ROM CENTER LINE W 3 I I r L).l GROUND WATER MANAGEMENT TO CONTROL I .T `J I I CONTROL MOISTURE a SOILS •1 r.w BOUNOMY SETBACK R So P - I - . T t(J`I Irisle�a oiv w o - - -- EASEMENT 1 N u _ E I I T f �rE - I .. .. /.I r... I I'..'.. I I II REFER TO MASTER SITE SPECFlCAnONS. - - - @� Of - - EXSTNG LOT LINE I - .. n TWIT Q -- CONCRETE PAVEMENT I t=- m I SITE GRADING NOTES M Y Q FASTING STORM SEWER UNE N W I PARKING LOT SETTLEMENT MONITORING NOTES - w'r o < EMSTNG SMITHY SEVER LYS 1. PRICK TO FILL PLA(ENENT IN THE PMKNC LOT AREA PAID LOT 10, FOUR (I) 1, CONTRAGTON IS RESPRR98LE FOR pEUWMN 6 EXISTING STRUCTURES WCLUOINC REMOVAL OF 6 • +r ■ m U n� 1 1J3 d o ss ELSIING WATER LINE SETTLEMENT MONUMENTS SHALL BE INSTALLED BY ME CONTRACTOR AT ME LOCATIONS ANY EXISTNC UTUTES SERVMC ME STflUCRAiE. UTILITIES ME TO BE REMOVED TO ME o.og� a q ��O GUIDE RAIL IDEHTFlED ON MIS PLAN REi. DETAIL ON T95 SIOEETI. THESE MONUMENT$ WILL BE RIGHT -OF -WAY. BE •+ .ro.XCw noun} �'� Z p (Q �- STORM SEVER UTILIZED TO YRRTOR ANp CONSOL10AnOr/ '0 DETERMINE UTILITY ANO 2. TONE CONTRA IS SPEOFICALLY CAUTIONED MAT ME LOCATON MO /ON ELEVATON OF Gj IO EXISTING UTlITIES AS SMOWII ON THESE PLANS IS BASED ON RECORDS GR ME VARIWS UTILITY lL �iO si SMITHY SEWER PAVING CON STRUCTION CM BOON. SETTLEMENT NONWEN75 SP-] THROUGH SP -10 COMPANIES. MO MWERE P05481E. MEASUREMENTS TN(EN IN N E HELD. ME NFORLIATON IS [ ° Q SHOULD BE INSTALLED gRECTLY ON A RAT $URFAd AT EIOSINC GRADE. ME NOT TO BE REUED ON AS BEING EXACT GR CWRETE. TH CONTRACTOR MUST CALL THE [ 0 a WATER MAIN CONTRACTOR IS RESPONSIBLE TO CONTACT ME CEC GEOIECHNICAL ENGINEER (E0. APPROPRIATE UTDTT COLPANIES AT LEAST ]2 NWRS BEFGRE MY EXCAVATION TO FEWEST ME SERVICE TCA DF 1' YIN. Fa■�(11 ^�• ^•«� a 5 ^" AS ^'lA c 102 -92] -]220 AT LEAST fB NWRS PRIGR EXACT FIELD LOUTION OF JrUTIES IT SHALL BE ME RESPONSBILITY (F ME CONTRACTOR N _ O O GARDEN CENTER WATER BDTTaA LA 70 INSTALLATION OF THE SETTLEMENT MONUMENTS TD OBSERVE AND DOC MENT RELOCATE ALL EXISTING UTILITIES WI/lCH CONVICT wM THE PROPOSED IMMPRON:MENTS SMOWIR •. K PLATES INSTALLATION OF ME SETTLEMENT MONUMENTS AS PART OF ME CEC _-DAL ON ME PLMS IRPoGATON WATER ELEV. ELEY TO a 1aOLY 3. ALL WT OR FILL SLOPES SHALL BE 3:1 d RATTER UNLESS OMERNSE NOTED. A Or MexNp1T r 1. R E OBSERVATION FOR THIS PROJECT. 1. EXISTING GRADE CONTOURS SHOMN AT 1 FOOT INTERVALS v + TELEPHONE SERVICE EXIST. (SU rA■E tws 2. SETRENENT MONUMENTS SHAL BE MONITORED AND DOCUMENTED BY ME CEC ON A ., PROPOSED GRADE CONTOURS SHOWN AT I FONT IN GAS SERVICE S A AT P NIN WITH T OP� T GROUND 1197.60 t y�TI DAILY BASS WRING FILL PLACEMENT AS PART OF ME CEC --tlAL OBSERVATIONS 6. IF MY EXISTING STRUCTURES TO REMAIN ARE DAMAGED WRING CONSTRUCTION IT SHALL BE THE S x4uL 4m.w _ UNDERGROUND POWER EIOS7 REQUIRED FOR THIS PROJECT. AFTER FILL PLACEMENT IS COMPLETE TO ME FRISXEO CppR'ACT" RESPd" ' TO REPAIR MD/0R REPLACE ME EXISTING STRUCTURE AS � rz TAPPER SWITCH CONDUIT GROUND 1201.50 t 'vlt Cdwt rA m W vuHEO GROUND CONTOUR ELEVATIONS RR PA\•EUENT SUB -GRADE ELEVATIONS, ME CEC WILL NECESSARY TO RETURN IT TO EXISTING CWRTKNS 0 M BETTER - n4C¢e O - gTT1 1 CONTINUE SETTLEMENT NONITOPoNG AT A MNIYUM OF TWICE PER WEEK [UNTIL ME TOTµ ] THE CONTRACTON SHALL ADHERE TO ALL TERMS MO CONOTONS AS OUTLINED IN ME EPA OR HOPE LATE Rµ RPE HoAY �[ 1 'u O •~ v ruo _ PANEL GRAIN 9 EXTS 1192.20 S ITT CUMULATIVE SETTLEMENT OVER THREE (3) CONSEWTVE 1 -WEEK PERIODS IS 1 /8 -INd APPLICABLE STATE GENERAL N.P.O.E.S PERMT TON SiGRY WATER gSdM(E ASSOCIATED WITH GROU 12 MIN. TOV aF EnP.Reu SISFA¢ GR LESS (60 DAYS IS MTIOPATED ME INITIAL ELEVATIONS OF THE SETTLEMENT CONSTRUCTION ACTIVITIES AND ME WAILMT 'EECµ CONgTIONS SECTION AI dVRONMENTAL ^J ■ AREA INLET MONUMENTS WILL BE SURVEYED AN DOCUMENTED TO ME NEAREST 0.01 FOOT C.P MCE AND STOftY WATER POLIUnON PREIENnON. THIS APPLIES TO WALLMT BUILT +u,r Deal • +� EAST 1202'30 f PROJECTS ONLY. I CURB ET GROUND '.° ~ 6 INL 10 N INCREMENT BY THE CEC. y Y io ® STORM SEWER uANXd.E HOTS: TOP OF MONUMENT ELEVATIONS 4' aA 1EAVr Outt vVC !. ME SETTLEMENT MONUMENTS WILL PERIODICALLY REWIRE USER EXTENSIONS TO MAINTAIN 8 CONTRACTOR SHALL ADJUST MO /OFR WT ELSTNG PAVEMENT AS NECESSARY TO ASSURE A SMITHY SOARER YAJaO0.E Sal 40 (xWeEx K AN MOVE GRAPE SURVEY POINT FOR SETTLEMENT YONII08RG ME SETTLEMENT 9JWM FIT AND CONTINUOUS aDE. ARE APPROXIMATE MO UM SUBJECT IO TOA. 4o S As Ka-) MONUMENT RISER E %TENSIONS SHALL BE INSTALLED O ME NG. ME I IN S-FWT 9. CONMACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM WIUILDINGS FOR NL NATURAL AND wA V FIRE HYDRAN T ON BASED ON CONTRACTOR'S SECTIONS AHD ME DEC WILL RECORD ME INITIAL ELEVATIONS AT THE TIME ON PAYED AREAS - 3 /a• Go-a (AS TE¢SSY1� 10. TOPOGRAPHIC OE SRN OT A TAKEN I STIN A TOPOGR AT T SURVEY By LAND PL RSV Tw d �4 ED VALVE NSTALLATION PROCEDURES NSTALLATI ON. ME CONTRACTOR IS RESPONSIBLE TO CONTACT THE CEC 4A LEASTC48 OpNTRACTOR GOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT W W T r. -g- THRUST BLOCKING Ex Rah ENGINEER ( R T BEfR[ rs 0. EX SOOATEc 402 -62] -]220) TL LEAST 18 EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE A TOPOGRAPHIC SURVEY BY A REGISTERED ±E. , OT ma lfap•ul Z AREAS OF OCK PLACEMENT HOURS PRIOO PLACEMENT GR A USER Td9 UH ON - 1 O' ME SETTLEMENT LARD RVEYOR ANO SBMIT I TO DARNER FGR RENEW. go IA STEEL pvE MON UMENTS THE ELEVATIONS OF ME SETTLEMENT MONUMENTS SHALL BE SURVEYED BY 11. ALL SU UMSURFACED NESS U 01 ITS T 0 BY ME E GRADING OPERATION SXALI REMOVE /INCHES OF AB �I�i ■ !w�s+ D' EASE lm 100 - LIMITS GR DISTURBANCE ME CEC PRIOR TO AND IMMEDIATELY AFTER INSTALLING EAd ApgTONAL 5- FOOT -RISER TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRX: TO ALL SLOPES 3H:IV OR STEEPER. j� J is - - - EASE 1200 EASE--- E%ISTNG MAJOR CONTOUR 3/4' STECL F1vE PIPE. CONMACTGR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH WAI.MMT SPECFlCATONS EXISTING MINOR CONTOUR ruff wln 1. ME CEC SNAIL PROVIDE RESULTS a ME SETTLEMENT M0.VTOPoHG PROGRM ON A UNTL A NEµMY STAND ON GRASS IS OBiNNEO. [ Q +I m WEEKLY BASIS TO ME CONTRACTOR AND THE WAL-LMT CM FOR RENEW. ME CEC 12. CONSTRUCTION SHALL CWPLY WITH AL L APPUCABIE GOVERNING CODES AND BE CONSTRUCTED 1200 PROPOSED MAJOR CONTOUR _ t/Y.I /2'.T/e•MOt 4xaL W°x CONTACT FOR SETTLEMENT NONITORINO WILL BE ED SdNACKENSERG O' OLSSON TO SHE. 1201 PROPOSED MINOR CONTOUR (ep➢S ¢xTDi Na srA6uS PK ASSOCIATES. 102 -827 -]220. HAIXENBERCeDACONOJLTNG [OM 13. ALL HERBACEOUS VEGETATION SHALL BE IF P OVEO E, L wMIN ME WARS OF ER GRADING TIT I %Ei ~ SETTLEMENT MONITORING CONTOUR PLATE rssE) S ME CONTRACTOR $HALL N-DS PROCEED WITH UIDTY, PANHG ON OMEN 91EWRM IN AND REd5TRI8UlED WITH ME TOPSOIL. IF POSSIBLE. LEAVE VEGETATION BUFFER TO 4v4AS ,cw rw u�mvi 0SY -I THESE AREAS UNTIL WRITTEN APPROVAL IS PROVIDED BY THE DEC GEOTECHNICAL NEIdBGRING IS RE MO TAKE pRE AREAS ,OXn LOCATION, REF. IT PL AT REPORT ENGINEER. 14. CON AND IS OTH REO IS TARE ES NO SHOWN MEASURES TO PROTECT ME UMITY LINES Ivy 6. UPON COMPLETION OF ME SETTLEMENT MONITORING PROGRAM, THE SETTLEMENT SHOWN AND MY OTHER EXISTING LINES NOT SHOWN ON RE COtO OR NOT SHOWN ON THESE A AT STI U T SHEET P ' BUILDING SPOT ELEVATION (70P OF SLAB/PA4FAIENT xp TE1 SETIIFMMy PLAN TO B, MONUMENTS SHALL BE PROPERLY ABANDONED IN RAGE BY ME CW TRACTGR. ME PLANS' � UNLESS OTHERWISE NOTED: REF. Md. PLANS) r S1EEL SLATE RA¢O M TOUR RISER RPES MD PVC SLEEVES SHOULD BE WT OFF ON REMOVED A7 !EAST TWO (P) 15, THE CONTRACTOR SNA11 USE CAUTION AAOJhA MT EASTNC UTILITIES OR IMPftOVEYENTS F) 4.r n.1 RR 2 ITEM IOCATEO A SITE. ME CONTRAC SHALL BE RESPONSIBLE FGR ME REPAIRS OF SUCH i .a, smA¢ AT TI FEET BELOW FINAL S1BriRME DESIGN ELEVATION. MEN FILLED NTH CONCRETE OR WT STRUCTURES MHEx BRdd ON OMERw SE DAMAGED BY L, NEW CONSTRUCTION. ' . I^ CS ' Y GRADING SPOT ELEVATION (ELEVATIONS ME TO SETTLEMENT MONUMENT DETAIL azAOL TO SUBGRADE DE Sd ELEVATION TO PREVENT TUTU MOISTURE INFRMATION OF ME I6. ME CdMACTOR SHALL NOTIFY THE ENWOEER odEpAT IF MY GRATING HEEDS TO THE GRADING PLAN y TOP Qi F0051lED GROUND, AFTER TOPSOIL.) HOT TO SG1L SUBGRADE SOLE PLACE BEYOND THE LIaTS aF gSTURBMCE SHOWN ON THE PLANS CZ.Z co a RR -� INSTALL RIP -RAP. REF. DETAIL SHEETS