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HomeMy WebLinkAbout2013-006 Council Resolution• CITY OF LINO LAKES RESOLUTION NO. 13-06 RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERSTISEMENT FOR BIDS — O'r1'LZt LAKE ROAD IMPROVEMENT PROJECT WHEREAS, pursuant to Resolution No. 12-58 adopted by the City Council on June 25, 2012, the City Engineer has prepared plans and specifications, with iefacace to Otter Lake Road; and WHEREAS, plans for Project No. S.A.P. 210 - 114- 001which include improvements by the extension of street, sanitary sewer, watermain, storm sewer, traffic control sighs, and pedestrian improvements have been prepared and presented to the City, NOW, THEREFORE, BE IT RESOLVED by the City Council of The City of Lino Lakes, Nfmnesota: 1. Such plans and specifications, a copy of which are made part hereof, are hereby approved. 2. The City clerk shall prepare and cause to be inserted in the official paper and in Finance and Commerce an advertisement for bids for the making of such improvement under such approved plans and specifications. The advertisement shall be published for two weeks, shall specify the work to be done, shall state that bids will be received by the Clerk, at which time they will be publicly opened at the City Hall by the City Clerk and Engineer, will then be tabulated, and will • be considered by the Council at 6:30 p.m. on February 27, 2013, in the Council chambers of the City Hall. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed with the Clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the Clerk for five (5) percent of the amount of such bid. Adopted by the Council of the City of Lino Lakes this 2 8 t Iay of Jan , 2013 The motion for the adoption of the foregoing resolution was introduced by Council Member Roeser and was duly seconded by Council Member o' Dome 11 and upon vote being taken thereon, the following voted in favor thereof: Roeser, O'Donnell, Rafferty, Stoesz, The following voted against same: none ATTEST: •2neeiCi Cl • • STAFF ORIGINATOR MEETING DATE: TOPIC: VOTE REQUIRED: INTRODUCTION CITY COUNCIL AGENDA ITEM 6Aii Jason C. Wedel, City Engineer January 28, 2013 Consider Resolution 13-06, Approving Plans and Specifications and Authorize Advertisement for Bids, Otter Lake Road Improvement Project 3/5 Vote Required WSB & Associates have completed the final plans for the Otter Lake Road improvement project Staff is requesting Council approval of the Otter Lake Road Plans and & Specifications and authorization to advertise for bids. BACKGROUND The background and corresponding dates for this project to date are as follows: City Council initiated the preparation of a feasibility study City Council received the feasibility study and ordered a public hearing City Council held public hearing on the proposed improvement City Council authorized special benefit study and appraisals City Council authorized the preparation of plans and specifications City Council ordered the improvement May 23, 2011 January 9, 2012 February 13, 2012 February 27, 2012 March 12, 2012 June 25, 2012 An estimated total cost for this project is $ 732, 500. This estimate includes construction, the right - of-way acquisition, and soft costs including finance, legal, administrative, and engineering costs. The project is proposed to be primarily funded through assessments to benefitting property owners. Approximately $80,000 of Municipal State Aid funding has been identified for contingency purposes to address any portion of the project not covered by assessments. The anticipated schedule for this project moving forward is as follows: City Council Approves Plans and Specifications City Council Authorizes Ad for Bids Open Bids City Council Awards Contract Title and Possession of Right of Way Construction Begins Construction Complete January 28, 2013 January 28, 2013 February 27, 2013 March 11, 2013 April 29, 2013 May 1, 2013 June 30, 2013 RECOMMENDATION 0 Staff recommends adoption of Resolution 13-06. ATTACHMENTS 1. Resolution 13-06 2. Construction Plans 0 PLAN SYMBOLS srATE LINE --- COUNT, UNE — -- DUNCE LNE -- QUAA mmUNE - -_ —_ MAT -OF-WAY LINE SLOPE EASEMENT P RESENT RANT -OF -WAY CONTROL OF /LCES UNE PROPERTY LINES (EXCEPT LAND LINES) ACTED PLATTED PROPERTY CORPORATE OR OW UNITS TRUNK HIGHWAY AY CENTER UNE RAILROAD w RAILROAD RIGHT -OF -WAY RIVER OR CREEK DRY NUN DRAINAGE DITCH DRAIN TILE CULVERT DROP INLET aw=e.. GUARD RAIL BARBED WIRE FENCE WOVEN WIRE FENCE FENCE CHAN LINK RAILROAD SNOW FENCE _ - STONE WALL OR FENCE EDGE SL TRW GROSSING SIGN RAILROAD RGBSNG BELL ELECTRIC WARNING BON CROSSING GATE DANDER CORNER SPRINGS RI I ORCHARD BRUSH NURSERY GTCH BAN AE HYDRANT CATTLE OIIMO OVERPASS (*1025.I7 OVER) UNVEISMS (HIGHWAY UNDER) BRIDGE 1 8 • Cs BUILDING (DIVE STORY FRAME) - FEMME C - CONCRETE - STONE T - THE S IRON ROO OR PIPE STUCCO • MONUMENT (STONE, CONCRETE. OR META) • MENU w000EN HUB • 1500 E P. A G RAVEL PIT BORROW ROCK OIL 0 UTILITY SYMBOLS POWER POLE UNE TELEPHONE OR TELEGRAM POLE UNE JOINT 011 TELEPHONE 10596 OLE POWER e--o- ON TELEPHONE POUFS 99-91- ANCHOR STREET LIGHT • GAS PEDESTAL IAN (TOIDRONE CITE TERMINAL) SPED. =G— WATER TANN CONDUIT TELEPHONE CABLE IN CONDUIT1= ELECTRIC N CONDUIT gyp- MNHO E ELECTRIC NNNDF m BURIED TELEPHONE 5BLE — T -SUR- BUNIEO ELECTRIC CANE — P -ILN- • TELEPHONE CABLE -AE -.- SEWER (WIWI' OR STORM) SEWER MANHOLE SCALES INDEX MAP PLAN PROFILE ■ 300 600 eeel 30 so HORIZ. 3o WO VERT D s ID MINNESOTA DEPARTMENT OF TRANSPORTATION OTTER LAKE ROAD FOR THE CITY 1 I / SURFACING, OF LINO SEWER, LAKESNG, STRIPING & TURF ESTABLISHMENT CONSTRUCTION PLAN FOR LOCATED ON OTTER LAKE ROAD FROM CSAH 14 TO 400' NORTH OF CSAH 14 O ER 'KE ROAD E D P-•JECT S A.P. 2 0- 114 -001 TA.5 +3 1.00 35E INTERSTATE 35E OTTER KE ROAD BEGIN PROJECT S.A.P. 10- 114 -001 STA.1 65.00 MAIN STREET OTTER LAKE ROAD R VALUE = 30 [ 818 1.309.000 ADT (Current Ywr) 2012 - 0 FUNCTIONAL CLASSIFICATION COLLECTOR N)T (Future Year) 2032= 6200 N0. OF TRAFFIC LANES 4 dew (Design Hr. Vol.) - N0. OF PARKING LANES 0 0 (Directional 04tr.) 505 TON DESIGN 10 IICADT (Future Yeer)2032 = DESIGN SPEED 40 MPH BASED ON STOPPING SNIT DISTANCE HEIGHT OF EYE 3.5 FT HEIGHT OF OBJECT 2.0 FT. S.A.P. 210- 114-001 CROSS LENGTH 365 FT 0.07 MILES BRIDGES — LENGTH NA FT NA MILES EXCEPTIONS — LENGTH NA FT NA MILES NET — LENGTH ass FT 0.07 MILES THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE AND PUBLIC UTILITIES HAS BEEN DESIGNATED UTILITY LEVEL D. THESE QUALITY LEVELS WERE DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -02. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE DATA'. THE CONTRACTOR IS TO DETERMINE THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE DEEMED NECESSARY TO AVOID DAMAGE THERETO. PROJECT LOCATION COUNTY: ANOKA DISTRICT: METRO GOVERNING SPECIFICATIONS THIS WORK SHALL BE DONE IN ACCORDANCE WITH THE 2005 EDOON OF THE MINNESOTA DEPARTMENT OF 1RANSPORTATKN 'STANDARD SPECIFICATIONS FOR CONSTRUCTION', SPECIAL PROVISIONS, AND ANY AMENDMENTS THERETO AND THE "STANDARD UTILITIES SPECIFICATION FOR WATERMNN SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION' REFERENCED 'CEAM' DATED 1999, OR AS MODIFIED IN THE PROJECT MANUAL ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM AND BE INSTALLED IN ACCORDANCE TO THE LATEST REVISION "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' (MN MUTCD). AND PMT VI. AND 'FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS'. 8NEET NO INDEX OE SCRIPTON 4 6T 9 1011 12 13 2622 2128 27.28 TITLE SHEET 6E1ERAL LAYOUT ESINA1EDOI.IANRTEB EARTINYORK TABIAATICN CONS1RIOTON NOTES 6 DETAILS TYPICAL 8E011061 REMOVAL PLAN SAMTARY SEWER AND WATER MAN STORM SEWER AND STREETNPROVEMENIS TEMPORARY POND 6RAOWO PUN 810141N0 AND SIRINN3 PUN SIGNING AND STRIPING DETAILS S1ONAL MODIPCARONS EROSION CONTROL PUN AND NOTES CROSS SECTIONS T110 PLAN SET CONTAINS 2, SHEETS EXCAVATION NOTICE SYSTEM A CALL TO GOPHER STATE ONE (551- 454 -0002) I5 REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY 000002ION. DESIGN TICKET N0. 120882092 ALL APPLICABLE FEDERAL. STATE, MO LOCK LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. - 701 Xenia Avenue Sou., 044. 300 WSB MHrroapab, MN 56416 PFRASTINOTI 6 63401#1 :15211•40'. 008178101I06 CITY., jT; "_OF IINOLKES DATE DATE DATE APPROVED. 011Y OF LINO LAKES ENGINEER APPROVED: ANOKA COUNTY ENGINEER DISTRICT STATE AO ENGINEER: RENEWED FOR COAPLANCE WITH STATE -ND RULES /POLICY DATE STATE ND ENGINEER: APPROVED FOR STATE -ND FUNDING I HEREBY CERTIFY THAT THIS MAN WAS PREPARED BY ME OR HOER MY DIRECT SUPERVISION AND TWAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ENGR. JASON C. WEDEL. PE DAIS JANUARY 28, 2013 IOC N0. 28]88 SAP 210 - 114 -001 SHEET NO. 1 OF 28 SHEETS • • • g1 I° OTTER LAKE ROAD 14 1 l y . END PROJECT S.A.P. 210 - 114-001 STA.5 +30.00 r I , 11 � , I o y � [ !IIb lie maYI ∎-.—. I. rJ LEGEND O 11 EETy� O SANITARY SEVER MID WATER MAIN �! FUTURES ' ��� I'/ X sTREEr coNSTRUCnaN / sroRM SEWER PUNSil STRIPING PLAN$_ X EROSION CONTROL PLAN OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA 10 12 14 23 LUCCI Lu 0 T s l MAIN STREET a 111 11 k 1111 - OTTER LAKE ROAD BEGIN PROJECT S.A.P. 210 -114 -001 STA.1 +65.00 SIGNAL MODIFICATIONS SEE SHEETS 16 -22 I SAP. 210- 114-001 OTTER LAKE ROAD GENERAL LAYOUT SHEET 2 OF 28 SHEETS • • • • • OTTER LAKE ROAD STATEMENT OF ESTIMATED QUANTITIES CIIYOF IWO LAKES, MN SAP. 214114001 WSB PROJECT NO. 2029-19 OTTER LAKE ROAD STATEMENT OF ESTIMATED QUANTITIES CRY OF UNMAKES, MN SAPJECT 12201 WSB PROJECT fq. 202818 PARTICIPATING NONPARTICIPATING PARTI:PATING NON•PARTICIPATING1 LNE } tE . D[ICNotos UMf NOBS TOTK 077111115113213040 OMR 641E ROM OTTCIUIERW0 OSMIUM ROW 9.A.AANO1x,411Aw1 1SiPEET WPR1720001151 SA PAta o-,lrwt 810706 MPRPIR5Er1,SI pTREET 9TONA. 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TYp[ PREASSEAEIED _»..,.._....�.......4 31a..si-0 ORAMT4202040Ea27 .. Len` '54040 5 _ ... . 1 _ __. _ . _. _. - -{- SALVAOE.4+0N "2(407 801002�'kif'A4A53111EY1 `._...__.�.._._ ... r . iM A .. •. » 750 3n5o2 TIMCSARr Rat. CWSISSeld ESTRAC[ UCK Pd53 bound SO , 7 p IM M ..__.. 201 - -. f,,. Y3 33x35, SEFa6MtNRi tlD__ ._._ __ 3 558 SEEa5 31b 315695 :2 TVPEBALT RESISTANT 3n -- -i;Nlu, 1E,M6iTYPE 1 5 H . xw5 u:CTOMMxAR SORROIYIM t aro x z, 5wsaROOmwvJ ro ,.2.a --tr' - � t 7e - - -» • 'rA• SST -_- V. .. L T3 tb mbxlol 7e 325313 EROSION aaN1Ra KNOWS UlE001YV] 9059 ow ac y g t0ip6 RS E] p E� f_ii5 +"�i , .•.:. .- ..iiga— Tr 302101 30V00EM masse04EP7 APRON POI. PIMPS. Ste/Sot p vEKNTAEI AOE SOON P RCRN EAOr Ad !7,& INTY LR r1 9 p ° 2 w 2 . - 10 s1REe16'MEPE PhYPR PKAYP 8890011 11x8 , '—T 10 67 01 3R5a P YN 1234* Aa[81gMtxTMM�ARRPV5P0.Y- 4EF0*0 312Mw A' Sou) EwMi.3704 -WW2- 12Z31blxT T02oofi€E'6D%r"".�..._...__ 34`.392 r eRO.E0 t•E W0ltEPOKt /to u 05,1OW , 22,1.501 Ac+c,2Ed1?E BASE CU895 pry , R 3M.� rpg 00050LOE.NE YE4IXf .0POlt1' LNPm ! x19 NG NO OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA �_.. 25.,, .� �.... -'7. i ♦ :.1 44'1 . • — __ 235 24 pEsPa M43RM__C0LR0E MIX1 4 (d7 __ 1`x1 -! •• .. _._...._._ _ -__.. ___•.__. ._..__._ -. _._ .._ _.. -_- 27 215, a'» 3005300711,'MRA01mR 1 1CN ,! 0200 T! _� t3B 3'Rt PP,fA�Y T: 1 955 -Ea NOTES: two i0 00000 n [AU 10248,1 wARCPM,e'pRE AphfY EACH MI. um (1•6 1. TO BE USED AS DIRECTED BY THE ENGINEER. F 9, 1 y - xw2.a, .• v Rr PE PP cawN �� sa .599 2. THIS QUANTITY MAY OR MAY NOT BE USED DEPENDING ON FIELD CONDITIONS. TO BE a- a E .:P c.ca slAi_ USED ONLY 443 DIRECTED BY THE ENGINEER IN THE FIELD. x39 51 ir RC PIP i" if -'CrT.= • ■3. SEE PROJECT MANUAL FOR SOIL CONDMONS. *12 ]b } SLT�i° P.0 55 E tR 3 27105 TfitEN6fi 5ANP,l1SY 9hKR 1m == 159 w 4. COMMON OTHER EXCAVATIONS INCLUDES SALVAGING OF THE EXISTING CAVATI TOPSOIL BORROW AND ALL OTHER E 53L MORE HIS EXCEPT FOR THE ION AS TO THE EXCAVATION. THE CONTRACTOR SHALL MAKE H13 OWN DETERMINATION AS TO THE DEPTH AND LOCATIONS OF THE EXISTING TOPSOIL BORROW PRIOR TO BIDDING THE PROJECT. 5. TO BE USED AS DIRECTED BY THE ENGINEER FOR A STABLE PPE FOUNDATION IN 3 W2 wA ES ON IIIII sea sax w SAVE Arm aav I EAa 41 a- 25a 402 i a , 74 034 E WA '4451 • - �= �' - -. AREAS OF SANITARY SEWER, WATER MAIN. OR STORM SEWER CONSTRUCTION. 6. 2•X3'SOX •� 7. THE CONTRACTOR SWILL USE MN/DOT STANDARD PLATE 7038 G AND ALL CURRENT ... ADA STANDARDS FOR PEDESTRIAN CURB RAMP CONSTRUCTION. ■" •• u-L3b22920FMN" - -- ,N A - • vt "" • ��iJ� ' •• • 8. INLET PROTECTION SHALL INCLUDE MAINTENANCE AND CLEANING AS NECESSARY TO 2! �= PREVENT SEDIMENT/DEBRIS OUT OF THE STORM SEWER I k 1 ,N(/AY 11 I1 ` r, sow ,•• -s 1'r =1�A� R �oO ,i _•r , ;. 0 9. SEE SIGNING AND STRIPING PLAN FOR MORE DETAIL. Es.S II 'r 171."",.." '- E T .:14/Ma/Miiiiii= I••NMLIMMM l,a.•.>_ BASIS FOR ESTIMATED GUANTMES AGGREGATE BASE CLASS 5 MOD OR CLASS 7 105 LB/SQ `MAN 1 to ra ot• ,L T -- - - -- .r t. UNIT WEIGHT OF BITUMINOUS mix 67 r w52R[1e OMSK I w n • SUPERPAVE MIX 113 LEI/S0 YDflN sa -' 3x 2.5• MYUMe.pN AMA s2 rT TACK COAT = •NEW SURFACE 0.05 GAL/SO YD - i ^1.#1 #1 14.+1..,4- 1.4:.?•6�lia MR.c:.?��� =�.� - 1 ` 1 TURF ESTABLISHMENT • SEED MIX 250 70 LB/ACRE • SEED MIX 310 82 LB/ACRE FERTILIZER • 23-0-23 200 LB/ACRE MULCH • TYPE 1 2 TON /ACRE ESTIMATED OUAN TITLES S.A.P. 210 -114 -001 OTTER LAKE ROAD SHEET 3 OF 28 SHEETS • • • EARTHWORK SUMMARY EXCAVATION EARTHWORK ACCOUNTING NOTES COMMON EXCAVATION (A.) SUITABLE GRADING MATERIAL MICR LAKE ROAD "224 (V ND(EV) (COMMON EXCAVA11RNa MINIMA DE FXCAVA TIN- TOPSOILSALVACF) I. COMMON MCA VA MCISRD3 SA POND (RA INN(Y• 730 0' 11)(EV■ 1434 (D YDIEY) (22 CIi YDIEV) - ',IV CU YDIEVI - )311 CT!Y010,1 IOPSOUFD SOPW111. hNSUMED DEPTH OF .. ..... .. ._ .. TOPSDLIi6" EOIAI. COMMON FX(A VATION 1.974 315YDIEV9 1317 CU1DIFV1 1 - (313 CD YD (04 SURA Ill .F.(MADIN0 ••POND FXCAVA TRY, TO BE PA in SEPARATELY 1 ALLF%CA YATEII MA IFAIALMFEfINXi OR 1 X(TPIMNG(RAN(JIAR RROW EK) ASST'MF'fla(N'SI1TA RI.F(RADING M A mem L MEEK MNII(YY SI'l:C1FK'A I' DIRA NI TAR BORROW SPII'IFICA TK)SS SBA II. HE USED FOR SUBGRADE EXCAVATION 33(7 CU1D(CV/ . 0 9CUNTu'l DA(XFILI KO THRSUIK1,31 AU.(RANLIAR MATFRIA I. PROM ON SITE GRADINGSHA(.L BF Of I FA 1 AK1, ROAD 112 05 YDIEY} ■SFD HCICRE OFF SITE M ATIRIA L MA VW_ PON'O(RADING•• 0 Cli 31)OV) ASSUME THE RETIA!NI%AV,111AN11!ETIHA NRME.NT MATERIAL KIEEISSUITAHIF :(RAOIMiSWX1FICA'((0VS DPQKi11' IN NO A DIXTKN.A L COMPENSATION 10TAI SIiO ADF, EYCA VA HON 322 (1'\0136} (1 TSUITA BLIl4RARINGMATEIRAL A VAIIABLE FOR (RARING -St I1TA HIE.CAA DR4( i MA11]HAI.. GRANCII AR A PPE 1EDT0SUBCRA OF WIIt REMADE. FOR HAULING Sf( %'KERB, Vi OR REMOVING EXCA VA TED MATERIA I. TOPSOIL SALVAGE V ALL KE EXCESS SHRR !TRIAL LORI LIMED AS {2)AVAIU&F.SVD'ANIE(IW DI131]CU VD (CV} - 0 C YDICV} - J317 GI YDC(N1 O ERR IAKEROAR M4 11131)1161 E006KpI ENV C11AlI.I1F SE ➢APATFl>AND NGMATERIAL. {MAI ARIECRA MIN(i FOR OTTER 6366004 O. ANDI0ND(RA DING STOCKPILED IN SEPARATE PILES 030 WfTI11N POND GRADING.* LTO R 31)ILVl LOCATIONS DENKNAT ED BY THE PROPERTY ............ . . ..._.. ..._..._..._..__...._ °WHIR EOOA I 1 OP5011 SA LVAG' 1x1 t1131)17?N 1317 CI; VO(C01 - BR 7 CII VD(CV) - ,499 CIF 00(CVI f 1 * y ' it [ g [[[ CtC F• 9 �% g F¢§ 6q FEi� r § g 34 1 li 1 SR )v n )i i 9■ Cp !' 4I EE ¢ _31TS $ n W J E1 P _ 1A(O Cl, 1D(V) • IOM -` }.4D(171'D(LV1 EXCESS I 1NCO EXCESS MAIFRIAISII 111Rhilt.CD TO LEAVE THEPROJECT AREA WITHOUT THE EMBANKMENT W RREEN AMINA, I. ()FIRE I NMAND:R. SUITABLE GRADING (B.) TOPSOIL FOR ROADWAY EMBANKMENT & POND GRADING A PPROV'EDEK(FIS MA TIRIAL SHAD, BECOME OTTER LAKEROA D IOM CI, VD IEV1 SUITAMIE. TOPSOIL MATERIAL AVAIIAMOE FROM SALVAGING MC PRCWHO'Y(N THE 0(NTRACTOR ANO SIIA I1, 1(C DISPOSED OF OUTSIDE THGRIG1T00- POND(RA DINO 0 (0 YDIBV) "'M CU YD WV) 1 779 (5 WIC-VI N'A0. DOM. SUFI ERP IRADRXG IM 03 YD ILVI S00A MME TOPSOIL MA1 PEDAL. APPLIED TO EIHHA NK. I S (LASS A(XRLLTATE BASE AND SELECT (RANI IA BORROW WA S CA LLLIA TED TOPSOIL BORROW 777NYR(CV) - 11G (1110ITV} 423(11YD/C11 E6(T6S SPA RA 111 Y FROM TID. FA RO IWC}RI( OTTER LAKE RD D 226 [11 `M IIiV1 T ".ANTI A HON PONDCRA DING 110 11530ITV) TOPSOIL BORROW CA:• (OMPACDON FACTOR OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA IOTA I I0I'.G011 NK(ROW' $Ni n131)IEVI R3 CU YD (CV) ' I < ?1 (L'YR(I.VI EXI'FSS Ml6 T 1!! ill AiI'I EARTHWORK TABULATION S.A.P. 210 -114 -001 OTTER LAKE ROAD SHEET 4 OF 28 SHEETS • GENERAL STREET CONSTRUCTION NOTES: THE FOLLOWING STANDARD PLATES APPROVED BY TE FEDERAL HIGHWAY ADMINISTRATION, SHALL APPLY TO THIS PROJECT. 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 18. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE ARRANGE FOR THE RELOCATION OF ANY CONFLICT TM THE CURRENT FIELD MANUAL PROPOSED CONSTRUCTION. THE LOCATIONS. DEPTH. AND 19. THE CONTRACTOR SHALL USE SPECIAL CONSTRUCTION METHODS SUCH AS TRENCH DESCRIPTION OF EXISTING UTILITIES SHOWN WERE COMPILED BOX CONSTRUCTION AND /OR BACK - CASTING, TO MINIMIZE THE WIDTH OF EXCAVATION FROM AVAILABLE RECORDS AND /OR FIELD SURVEYS. THE DURING SANITARY SEWER, WATERMAIN AND STORM SEWER CONSTRUCTION TO STAY ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE WITHIN THE RIGHT -OF -WAY AND TEMPORARY EASEMENTS. THESE METHODS SHALL BE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL INCIDENTAL TO THE PROJECT. UTILITIES MAY EXIST 'WITHIN THE WORK AREA. 2. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING GENERAL SANITARY SEWER NOTES: UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. 1. ALL SANITARY SEWER MANHOLE CASTINGS IN THE ROADWAY AREA THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY SHALL BE ADJUSTED TO MATCH THE FINISH BITUMINOUS GRADE. DAMAGED UTILITIES USING MATERIAL AND METHODS APPROVED ADJUSTMENT SHALL INCLUDE REMOVING THE EXISTING CASTING. THE BY THE 0001)1 OWNER. NO SERVCE INTERRUPTIONS SHALL BE COMPLETE REPLACEMENT OF ALL ADJUSTING RINGS AND FURNISHING PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT WITH THE UTILITY AND INSTALLING AN EXTERIOR CHIMNEY SEAL. CASTING ASSEMBLIES PROVIDER. SHALL BE REPLACED AS DIRECTED BY THE ENGINEER, AND SHALL 3. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO BE PAID FOR SEPARATELY. COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS INCLUDING SUCH INCIDENTALS A5 MAY BE NECESSARY GENERAL WATERMAIN NOTES: TO MEET THE INTENT OF THE PROJECT CONTRACT DOCUMENTS, 1. EXISTING WATER LOCATIONS SHOWN ARE APPROXIMATE. APPUCABLE AGENCY REQUIREMENTS. AND OTHER WORK AS NECESSARY FIELD VERIFY ALL EXISTING LOCATIONS PRIOR TO THE START TO PROVIDE A COMPLETE PROJECT. OF EXCAVATION. GENERAL STORM SEWER NOTES: 4. CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. 1. ADJUST CATCH BASIN SHALL INCLUDE REMOVING THE EXISTING CASTING, THE COMPLETE REPLACEMENT OF ALL ADJUSTING RINGS 5. IT IS 100 CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE IN ACCORDANCE '46TH STANDARD PLATE 4006. AND ALL AND VERIFY ALL EXISTING CONDITIONS BEFORE THE START OF ADDITIONAL ADJUSTMENTS, MATERIAL, LABOR. ETC. REWIRED TO WORN. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD COMPLETELY RESET THE CATCH BASIN CASTING. CASTING MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS ASSEMBLIES SHALL BE REPLACED AS DIRECTED BY THE ENGINEER, MN /DOT STANDARD PLATES PLATE NO. DESCRIPTION 3000 L REINFORCED CONCRETE PIPE 3006 5 GASKET C P1140 GASKET JOINT FOR R. C PIPE i! 6p 3100 G APRON FOR ED CONCRETE PIPE 4010 H CONCRETE SHORT CONE 6 ADJUSTING RING 1011E PRECAST CONCRETE BASE 4020 J MANH OLE OR CATCH BASIN COVER K 4 1 8 2 IT 4022 A MANHOLE OR CATCH BASIN COVER (aft. x 2fk OPENING) 4101 D RING CASTING FOR MA KLE OR CATCH BASIN (A. 700 -7) 4110 F COVER CASTING FOR MANHOLE 4140 D SPECIAL GRATE CASTINGS FOR CATCH BASIN 4143 E STOOL GRATE t CONCRETE FRAME 4180 J MANHOLE OR CATCH 28518 STEP 7036 G PEDESTRIAN CURB RAMP PERPENDICULAR DESIGN' 7038 A DETECTABLE WARNING SURFACE TRUNCATED DOES GL dB$Bg :ill F5Yx AWC ii 1 € _�i 95 Y o E 7100 H CONCRETE CURB AND GUTTERS 8000 I STANDARD BARRICADE 9102 D TURF ESTABLISHMENT AREAS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND /OR SHOWN AND PAID FOR SEPARATELY. SEE CITY OF LINO LAKES STANDARD DETAIL PLATES. THE ON THE PLANS. SHOULD ANY ERROR OR INCONSISTENCY EXIST 2. WHERE INDICATED, STORM SEWER MANHOLE CASTINGS IN THE ROADWAY UNTIL REPORTING TO SHALL THE PROJECT ENGINEER FOR WORK RIFICATION➢ CASTING ADJUSTMENT SHALL OINCLUDE EMOVINICHTHE EXISTING GRADE. OR CORRECTION. CASTING. THE COMPLETE REPLACEMENT OF ALL ADJUSTING RINGS AND 6. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL CLEAN FURNISHING AND INSTALLING AN EXTERIOR CHIMNEY SEAL. CASTING UP THE PROJECT AREA AND LEAVE IT IN A NEAT AND SECURED ASSEMBLIES AND CHIMNEY SEALS SHALL BE PAID FOR SEPARATELY. MANNER. UPON COMPLETION, THE CONTRACTOR SHALL LEAVE THE 3. ALL r PERFORATED DRAIN PIPE SHALL BE CONNECTED INTO THE PROJECT AREA FREE a DEBRIS AND UNUSED MATERIAL BACK OF ADJACENT CATCH BASIN STRUCTURES. CONNECTING THE PERFORATED DRAIN PIPE SHALL BE INCLUDED IN THE COST OF 6" 7. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PE PIPE GRAN PROTECT THE REMAINING CONCRETE CURBS AND SIDEWALKS. REFERENCE SPECIFICATIONS 8. CURB REMOVALS SHALL BE TO THE NEAREST JOINT, WHERE ALL CONSTRUCTION SHALL BE ACCOMPLISHED IN ACCORDANCE WARRANTED, THE CURB SHALL BE SAWCUT TO MINIMIZE WITH APPUCABLE SECTIONS OF THE MOST CURRENT EDITIONS DISRUPTION OF ADJACENT CURB. TI115 SHALL BE CONSIDERED OF THE FOLLOWING: INCIDENTAL TO ASSOCIATED CURB REMOVAL. NO CURB SHALL BE CUT WHEN THE REMAINING SECTION IS LESS THAN FIVE 1. PROJECT SPECIFICATIONS. FEET (5') LONG. 2. THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD 9. THE CONTRACTOR SHALL DEVELOP AND SUBMIT A STAGING PLAN SPECIFICATIONS FOR CONSTRUCTION. TO THE ENGINEER FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL CONTAIN OPERATIONS TO THE STAGING AREA AS IDENTIFIED IN THE PLANS. THE CONTRACTOR SHALL HAVE NO MORE THAN HALF THE PROJECT AREA 115TURBE0 AT ONE TIME. BITUMINOUS BASE COURSE SHALL BE CONSTRUCTED WITHIN ONE WEEK OF COMPLETION OF SUBSURFACE WORK. OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA 10. TRAFFIC IN THE PROJECT AREA SHALL BE MAINTAINED AT ALL TIMES. LOCAL STREETS MAY NOT BE CLOSED WITHOUT WRITTEN APPROVAL FROM THE OWNER OR THE OWNER5'S REPRESENTATIVE. NO STREET SHALL BE CLOSED OVERNIGHT. 11. TOP OF THE GRADING GRADE IS DEFINED AS THE BOTTOM OF THE SELECT GRANULAR BORROW. 12. GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149.281. 13. TEST ROLLING OF THE SUBGRADE WILL BE 800018E0 14. WHERE CONNECTING TO IN -PLACE ROADWAYS AT THE TERMINI OF PROPOSED NEW CONSTRUCTION, CUT VERTICALLY TO THE BOTTOM OF THE IN -PLACE SURFACING, THEN AT A 1(V): 20(14) TAPER TO THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION. 15. WHERE SUBCUT5 RUN INTO DRIVEWAYS OR LOCAL ROADS, CUT VERTICALLY TO THE BOTTOM OF THE INPLACE SURFACING OR TO 114E BOTTOM OF THE TA ER SURFACING THE BO0109 0- THWHICHEVER RECOMMENDED SU GRADET EXCAVATION. 16. USE TACK COAT BETWEEN ALL BITUMINOUS LAYERS AND PRIOR TO PLACING ANY BITUMINOUS MIXTURES ON EXISTING PAVEMENT. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.05 GAL/50 YD BETWEEN BITUMINOUS LAYERS AND 0.07 TO 0.10 GAL/SQ YD ON CONCRETE OR MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OR MC AND RC LIQUID ASPHALTS THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357. UTILITY COMPANY CONTACTS THE FOLLOWING LIST SHOWS THE CONTACT PERSONS AT THE UTILITY COMPANIES INVOLVED IN THIS PROJECT UTILITIES CITY OF LINO LAKES CONNEXUS ENERGY DOUG CAVAN CENTERPOINT ANDREW BALGOBIN PUBLIC WORKS DEPARTMENT 14601 RAMSEY BOULEVARD ENERGY PO BOX 1165 1189 RAIN STREET RAMSEY, MN 55303 700 WEST LINDEN AVENUE LINO LAKES, MN 55014 PH763 -323 -2710 MINNEAPOLIS, MN 55440 651- 982 -2440 CELL.763- 286 -1139 PH, 612- 321 -5426 EMAIL :DOUG.CABAKBCONNEXUSEERGY.COM FAX. 612- 321 -5480 ACCESS MIKE DA1LE CENTURY GIN( GAIL SERRICK XCEL ENERGY SEAN WALKER COMNJNICATION SOUS CI HSHI*4 55446 NORTH SUITE 1 (EAST SIZE) 390 ➢COMMERCE IIRIVE ELECTRIC I ATE T COLUARI NS E TECH FPH.71663 -14545 -9998 PH. 651-714-'540 PH. 6E51 -7A799 -3114 5 eMAIL.MDAHLENACCESS- COMM.NET EMAIL .GAIL.SHERRICK*ENTURYLINK.CUR COMCAST KEITH GESINGER ACES PETE OVENS XLEL ENERGY SCOTT E WIDMER �ppD E CABLE ROSEVILLEI NN 5555 1 11 33 1E NORTH EEAGAN, MN 55122IXRIVE WS yHITE ABEAR LAKE NN 55110 -493 -5535 PH. 651-602-4535 PIO 651- 779 -3506 0E11.651 -755 -2477 CELL. 651 - 755 -1102 EMAIL ,SCDTT.A.VIDMERBXCELENERGY.COM °g •PH.651 •E • `s A 4 R , yp 2 ' is I 17. TEMPORARY EROSION CONTROL - TEMPORARY EROSION CONTROL DEVICES AND THEIR SUGGESTED LOCATIONS HAVE BEEN SHOWN IN THE PLANS ALONG TAM PAY ITEMS FOR THEIR USE. THIS DOES NOT HOWEVER RELIEVE THE A CONTRACTOR THAT HIS RESPONSIBILITIES 0. CONDUCT HIS CONSTRUCTION CONTON I A MANNER THAT WILL CONTROL EROSION. RESPONSIBILITY CONDUC HIONS CONTROLLING EROSION AND MAINTENANCE OF EROSION CONTROL AS SET IN MN /DOT SPECIFICATIONS 1717, 1803, 2101, 2105, 2573, 2575, AND IS AMENDED BY THE SPECIAL PROVISIONS. CONSTRUCTION NOTES S.A.P. 210 -114 -001 OTTER LAKE ROAD SHEET 5 OF 28 SHEETS • • • • • • b.n.r MOM MI f 111NM INIM • NMI 0 •bwrarx ; COMCOM I `y II L 1 r II - . n, Z g ( } y A f@@ & R —�� ` '43/4 °-0/I (r V.M) s w,cutm "4.4 L A I .y I ` �.� ,c.‘ III�` VS ' wlel•L 1 ,.. OR4NULM W11ERh. BEAD NB ,�.._••' f i� RAIIfS • • • -- p AifMOI Ca VAM -, A i Al ._ —. a2 wtK (AL e+. w(�faBwalJe ww elecu • . If' - ,.. E IM2ea I l ' 'i'; �� '+ A0h i•' 1M ryh' b tJ7/. tW�t t ' SSaOr]f MOM COMM TO AM 021(1. MIE 1. OP4NJLAR MATER*. BEDING METHOD (MR No %Pa Y — SRO it m r�imrf " yyi g €(,. 1MAb 0:1 IN : €g S 6 i �' 2 • IL �E =. }� �C�I C� A'�MIG plN:Y13 • •( 2 a :' C,ICYIr 1 1 ' MOM q y rap mayy,, a CIF O.O. 103 RI lY�N TYPICAL HYDRANT LAYOUT S t1' IR IAA. a1R`f1f" 00413. ROM INfii anal w•E J Of T YO' OMEN a MYX Rat 04'2 VALVE INSTAL.A1ON 3/1114 EAR-14 MUNDATO■ YIP: FOUNDA`ION DETAILS Ylme 4 "'P. TAI ,+ » '' =01 II.. "� _ •,•, I. 1. 103 1 •4 . _, IMMO MOM 20 11.• —.1_, TIMON0 IMMO 203 OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA &Vie' ETA- kb •fe•>t MI ram - ^ ' 1� IF *PA I aa b.. �t �1 l ft I /� M -/ % M} 'it � p712�E'+i i2aaT3a7a (i�I,Ll�1�Y W 1J 1 I= 1 —} • • lR NA02o'VIMIn I.a� 2e a A,�#` Ii fti� .. �i ,,1+ �(�{/}j /P'���F�~ �1�r, •• • _� 2.L Tor _ a 11 �saL .. + tir q- oorBl au MN Otl•fll laaM } a7a li- w! y$y ,,} :!07aain ® =i LC , 1` Ike I.PI VP[ 2D0!fw0 tFM d a f IA• IML 8 M Crff .,. ,,' q ,1 . I T � in C22fmen TIN NM (f III l`10� � 4IM i A s ,y $ n AMA. �E �( �• 1 -ill �{ I�� }mE g i ill l 4 , :,i, ( 1 .1 111(. 4 ; i'' a sail i OUTLETS + { LAM OWLI= �i — =I - .�,-�� ' �2R s��Iw.'i�.lRM1l� aN -R�i� may, 1� yNAViOLE Bt(K hC ONIN IMAM CMSWK M11 WMw Ta�iiii�i a i e.er ea. -- ,— .R.a.Nee(a..,°ea—eR..nb. n"M.e «�sZI ai VA KP61O�EI''' Ie �1,1��,� rm••R MIMS IMMO MOM o rOM •µM° w„C , m(Mlama Kf:'wmwlM[ 41 R IP r". MAGI 214RCCAIRIAe CI[mM liar l'ilMraL:'.. '."r.'S.J'°a::r• w .. SANI -ARY SEWER MANHOLE, TYPE 301 y n (PIPES Or DR LESS) R� K w MMLR�INI OriIANIYi�R,��IIMMR:C — ; NL M1111WJd rm09c N ;_ ii .AN DLC -ILE IRON PIPE REACTION BACKING ( TM 100 CROSSES) Olt/O3 —a a.w tom= wwarer. NCw is Wit. -s :1� mow ammo awl( e(( we 2— w 47 w Mk WrYeR /i .( II •A°�/r AIIa ran �{r�, ,,p,�pq{,�e�,e��� NAI I!1NIelar 41: m#r••••• '�e�•` T. r2∎•w ."'""'.e A.e "RIA6,iNR 4'SR+ I01.131:C.01VrA!"�ome. ( CATCF BASIN /MANHOLE, TYPE 406 /I/r p fi •w _: p ii �a r ( --I, YuI•� RIPRAP AT RCP ruMMO dlr•i n.el;l;_. Z00 5 � 111. +: .;,. .,•. 301 I • I SWIM nwfaf M; u e MOM MOM V. • 1r 411 DETAILS SAP. 210 -114 -001 OTTER LAKE ROAD I SHEET 6 OF 28 SHEETS • • • • • \ \ \\ 6' \ 6' ONO Q FLOW SKIMMER 6' `NORTH y WALL 6' / 1/1 / / / / 6' amrcxrct m. gat ewa'a �. MGM - \. •. °JON *" ` fp yu, VIVO .. lab u a Kw MI ISINIKo I I f IIt` I I' I I �..nl �� Y L(I j�7" �{'�i SILT FENCE rt ct toe: AyM ;s ?;• .• 4:. a0' >: :_ . +► ::;,z� iii:: S L.::: >::.:::.. i i lroil 7 ;= L = I •aut/1mR •: ROCK COASTAL: 1O+1 'ENTRANCE 3/,KM \\ • s -' q 1 x 3 - "e 8" E 6 �_ 1'1 (� � I� RIP FLOW CONTROL WALL 0000 RAP - UPSTREAM FINISHED *00 ■0•••••• 00 6 "x 6" PRESSURE PLAN TREATED TIMBERS 6' 0.C. (AT LEAST x/y OF POST SHALL BE BURIED) SIDE TOP SKIMMER GRADE 910.4 913.6 1 p $3gll 8[€ S a r. s. ^ '����� /`/� 4: 7 �\/ 1 I n:✓ y� �' \ K A MOW eel MOW 05 OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA SKIMMER 6' MAX NOTES: -WALLS PRESSURE OR -WALLS POSTS SHALL BE 1" WIDE TREATED TIMBERS APPROVED EQUAL SHALL BE BOLTED 5' MAX TO TOP OF FLOW WALL 912.8 6' MAX I' SKIMMER WALL 6' MAX BOTTOM 911.5 TOP OF FLOW WALL 913.6 6' MAX ✓iiiiii . iiiiiiii yti f..�. : ,. r ■ a CLAW 11, aOMAKE MK /4' Mgt V 19.11 KM mnM OM MK, - fllAMM PVIm+D I' DIM MIN ��1 INVERT 6" WIDE �J� l R C '_ 3 I. 1 MP NOT H 912.4 KO F911 PR11,4E 0ICYC:E— PEDESTRIAN n•1N BOTTOM WALL TOP FLOW 909.4 RIP I . ,. ... y. . , •. r.;,•, -., 506 RAP 912.4 DOWNSTREAM FLOW CONTROL WALL SIDE BOTTOM RIP RAP 910.9 SKIMMER MOM DETAILS S.A.P. 210 -114 -001 OTTER LAKE ROAD SHEET 7 OF 28 SHEETS • • R/W SECTION PROPERTY 35' — 66' LINE/ LINE R/W 60' 13' „I 48' -79' STREET 47' 5' 13.5' 13.5' LEFT TURN LANE CL AS IN PROFILE 13.5' LEFT TURN LANE 13.5' RIGHT TURN LANE 1.5' CLEAR ZONE" 2.05—.- 8 4.07 6 2'07 2' P$ �' 4 t t 3 t G R @ J. 4 MAX 4.0% RIGHT TURN THRU LANE 1.5' CLEAR ZONE' FINISHED SHOWN F§ E i I r 5 6 ,6., I i s 5 5 ; M X =NA MAX 1L= 1 1/2 NEW SEE INSET B TER 1 1 �1/2 CURB AND GB6 BITUMINOUS CURB SEE INSET A —4" —4" MIN. TOPSOIL " A CLEAR ZONE OF 1.5' FROM THE FACE OF CURB TO A SEED ALL DISTURBED AREAS FIXED OBJECT MUST BE PROVIDED AT ALL TIMES TYPICAL SECTION OTTER LAKE ROAD OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA 6" SHOE FORMED BITUMINOUS CURB INTERGAL W/ MAT ME BS WE ERZ 2 tb ' „r AIL N �� �����2.5" 111111 ��11111 TYPE SP 12.5 WEAR COURSE MIX (2,C) 6" AGGREGATE BASE, CLASS 5 g E CO � Na, hm, Ni. INSET B BITUMINOUS PATH N - TYPE SP 12.5 WEAR COURSE MIX (3,C) CONSTRUCT PER DETAIL & PER MNDOT SPEC 2535.501 2.0" 2357 BITUMINOUS TACK COAT 3.0" TYPE SP 12.5 WEAR COURSE MIX (3,C)- 12" AGGREGATE BASE, CLASS 5 18" SELECT GRANULAR BORROW INSET A BITUMINOUS CURB DETAIL OTTER LAKE ROAD TYPICAL SECTIONS SAP. 210 - 114 -001 OTTER LAKE ROAD SHEET 8 OF 28 SHEETS • • • OTTER LAKE 1 _..... 1 ROAD OTTER LAKE ROAD § §§ TTER LAKE ROAD I REMOVE ZEBRA CROSSWALK MARKINGS - - I® ,I U 1 END PROJECT S.A.P. 210- 114 -001 STA.5 +30.00 r p ttI g ® �)1�j - - EGIN PROJECT A.P. 210-114 -001 10 `, 1. / STA.1 +65.00 I __ -__ __ __� -_ __ -__- >t ,A / . X XXx X ij� o_ +� 3 +00 +.a 3;49 j Oi09 !ill §� 661 6i6� L 10 Ili' P. + I II A.: _ V�L_ I 1 �.1 , 913 I��1� 1 �/Oj _ 913 rEMOVE EXISUNG AND FOG UN I I ► ATCH STRIPING AS NECESSARY OR TURN LANE I. I I I IL -J _ *_ ■ OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA I I II I\ O I I LEGEND I 1 I I - - - REMOVE CONCRETE CURB AND GUTTER ® SAW CUT BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE TREE 1 X I SALVAGE BARRICADE I 0 I k C(-/3 i l Ii REMOVAL PLAN S.A.P. 210- 114 -001 OTTER LAKE ROAD I SHEET 9 OF 28 SHEETS • • OTTER LAKE STA 1 +94.10, 35.95' L ROAD I SITA 5 +09.40, OTTER LAKE ROAD g� TIER LAKE ROAD NECT TO WM W/ 18' BUTTERFLY — — I EXISTING STA 4+83.88, VALVE 35.95' L 18- BUTTERF,Y VALVE STA 78.87; L END PROJECT18'DIP _ NT S.AP. 210- 114-001 ij 6 DIP CL 32 GATE VALK STA.5 +30.00 1 I STA 5 +49.32, 1 35.95' L 6t ' g ® V yp € E R g $ IP —1 I EON PROJECT A.P. 210 - 114-001. L 16'A 8- CROSS I 1 __1 STA.1 +65.00 _ _ —_ }P1110 - -- _ *_ / 1.-1 1--11— I —I_I--1 I t e g$�5 19k g : €$ t y 6000 0 +00 1+00 2 +00 3+00 6+ G 3+00 7a00 -I— TTT 1 �— —i + I I L I 0 Fi ]0 EO 913 1 , ` _ _, 913 'ii Z _ _ L — _ 11 _ IL <ID 18 -z 8- TEE 1 • I I I I SANITARY SEWER AND WATER MAIN SEE SHEET 11 OTTER LAKE ROAD IMPROVEMENTS STREET 8 UTILITY CONSTRUCTION LINO LAKES, MINNESOTA EXISTING ( PROFILE FINISHED ( PROFIE $a .. 925 g,S 925 fn 1 S .105 920 6OD1. 920 o�os 915 8.0''MIN 1 I •� ox. —1 — —� I - �,. 915 �._ 910 - 370' -16' DIP CL 52 WATERMANV - 910 9198 920.4..'.. ,_ STA.1 +00 � ... 1 .... CONSTRUCT MANHOLE_._ -_ _. __ ' ........ ... OVER EXISTING 211 STUB I, 905 905 . i.,,,� ill ll if I 1 3I!I 900 900 895 I 826.34(101._ _ 897.57[5) 895.70 25r_8._ PV 897.67rE). 3:61-Y/ 895 _. _. 890 SDR 26.0 0.448. 1 I IrINN to a + 890 g 885 885 ,,,MA 0+00 1 +00 2+00 3 +00 3+00 5+00 5 +00 7+00 SANITARY SEWER AND WATER MAIN SAP. 210 - 114 -001 OTTER LAKE ROAD I SHEET 10 OF 28 SHEETS • • • STA 4+75.99, r.. �46.83' L 8' I VALVE - SETA 4+75.99, 58.35' L 8' PLUG FUTURE STREET OTTER LAKE ROAD SEE SHEET 10 STA 4+68.15 66.81' L 8' PLUG STA 4 +76.01, .16' R 8' GATE VALVE STA 4+75.89, -- -SrFOrlr - - -1 8' PLUG TEMPORARY EASEMEN STA 4 +85.50, 5.48' R r PLUG L J TEMPORARY EASEMENT OTTER LAKE ROAD SEE SHEET 10 0 ®0 111 925 920 915 910 905 900 895 890 885 925 920 915 910 905 900 895 890 885 LINO LAKES, MINNESOTA 0+00 1+00 2 +00 3 +00 3 +50 S.A.P. 210 -114 -001 SANITARY SEWER AND WATER MAIN FUTURE STREET I SHEET 11 OF 28 SHEETS • • • • • • I; I OTTER LAKE I ROAD r Y -- , -I� TEMPORARY EASEMENT OTTER LAKE ROAD gg 4i OTTER LAKE ROAD 1 \ END PROJECT SAP. 210. 114-001 STA.5 +30.00 CURB RAN CONCRETE @ € 1 P i 6 4 1 51. 4 G - - EGIN. PROJECT A.P. 210 - 114.001 _ _ _ STA1 +85.00 �� - -_ �, _ _ — — — — Q�{ I. Sp 21111 € @a p6i[2 T_�4 r. N W 't S I +00 2+00 3+00 1 1 I t Je ■j■ .. 0 +00 �11'.jII�I 7+00 I I _T \ o Fr JO eo --� 1a" I, L I 913 �i� � 1 - — \� . _ �i� -913 5003 - ICY CLASS 3 — — - —20 SY MOTE/RAE RAP W/ RI SY PEOTIXIILE FABRIC FABRIC SKIMMER TEMPORARY EASEMENT SEE SHEET 7 FOR DETAIL ' _ -- - -- MATCH EXISTING �vrs 8-( — _1 I� i a f RItOMINWS GRADING LIMITS 1 OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA '.. 00511NG t PROFILE FINISHED q PROFLE _1 _ STA 5+30 - END ROAD CONSTRUCTION 925 g ga AA'r�SA 3I 1:,' $� S I STA _. 5+30+, FUTURE GRADE a ...7E APRON TO c 925 920 T } I — — — —T 1 I - 1 _ 7 — -- -I-- -' 910 sTwc 6" D1d l cL ss wM J EX 1 913.95(9) 913.4200 I 913.a3(E) 912 BZ(5). 910 913.42M y.-.— 4 } — -_- -�- _�.m.._ -. 91238(5) -- - -. . - 912 82(X) 912.57(X). �- -� 4Y -18- RCP 85 -15" RCP III O U.401C CLASS V 1.117[ (41' +B' APRON) - - -_ _. -.. -._ -. .,g� ._.._..______ __ _. -.._ CN -- _ . -- +— I I -i— - �.._.._ 1 f' ` �.. _ 1 ..,..._ i ( Y -15" RCP — Lp 905 912.82(5) I I{ CLA59 V.0 0.50% " 121 -15" RCP i' 9111.82(X7 1 - ) j€ CUSS I O 0.507G . -_. 91¢SZ(N) 11 I. 905 P� � ,y R S II 900 900 n i�® — - EXISTING 21" PVC Ll 895 SDR 26117/ 0.201 — I 895 — 1 LL_ _ - -- — i- - -.___. _ .. . _. -__.. �- - -- __ -__ •,!_ _ -. — __ -_ -_. __..__ _____ ' _-_ -.... _ -_ - - __� _ -__... + < + do 2(5)) tn CLASS 01.09% 885 885 e mja aim - __ -_[vs - -_ .. -__ - -- -._- -V- aim 00 0 +00 11 +00 2 +00 3 +00 4+00 5 +00 B +00 STORM SEWER AND STREET S.A.P. 210- 114 -001 OTTER LAKE ROAD I SHEET 12 OF 28 SHEETS • • • • - * —' 11 T 11 II -_\® 0R 20 40 POND 1 BOTTOM — 907.4 NWL — 912.4 HWL — 913.6 4 k c 6 kll 16' 11111 336 Sow t= �, r^ ✓ a DITCH BOTTOM 912.4 • s� 4+00 5,110 I Cam______ W 7 0 8 -- OTTER 1'_FkE ROAD j wig 1 ,= `/ A �/ • 913 L4 1 `911— OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA 9t 913 912— g/ • 5001 ` sao3 O A I MATCH EXISTING — \\ E _ L 8 ` /1 _"_ il J SKIMMER PROPOSED 3' WIDE SEE SHEET 7 DITCH ®1.0% TO PROPOSED STORM SEWER FOR DETAIL ELEV 911.0 SEE SHEET 12 2 II.� ,;i SFI iL I R -_I ledi 3 j ll Ff 5I ? 4:1 MAX SLOPE III 100 YEAR 24 HOUR I TOP BERM 914.0 HWL 913.8 \ / _ _ _— — _� NWL 912.4 N. / — 911.4 912.4 MATCH EXISTING' 14:1 MAX SLOPE MATCH EXISTING / 4:1 MAX SLOPE \ \ \ / MATCH EXISTING MIN. 1' DEPTH 4:1 MAX SLOPE / 4.., 4' 4'7 3' 1 1 1 0 907.4 Ir POND SECTION A -A CHANNEL SECTION B -B TEMPORARY POND GRADING SAP. 210 -114 -001 OTTER LAKE ROAD I SHEET 13 OF 28 SHEETS • OTTER LAKE 1 4' SOLID WHITE LANE LINE I I I ROAD RELOCATE EXISTING BAR�2ICADES (2) OTTER LAKE ROAD ,.I I TIER LAKE ROAD 12' SOLID WHITE STOP BAR DIRECTIONAL ARROW 4' SOLID WN,IE LANE UNE SEE SHEET 15 r, `�� 1 F / 1� \ END PROJECT S.A.P. 210- 114-001 STA.5 +30.00 _ pEGIN PROJECT AP. 210- 114.001 R3 -33AD R8-SA 36-x30" 18 x,e' / e yy i . 5 pg STA.1 +65.00 -- -- - - - --- -1- _8 - _ - 4' vELLOw lTERUN CENTERL01: 4444. I 04.0* 1+00 �. 2 +00 47+00 F00 7A' It 9;3- t' . T.00 *IN.— ` 4p5¢p 8( i s e Is y Oh !� ii'2p W 4 6 '� o g 1 1 -_ -�. 913 r— 913 R3 -30AD 1:1 �n IIIIIII R ]0 EO 38'x� Or" pp I Z 0111.11 __ —____ _r RB -3A R3 -3DM — ___ \ - - - _ - - - -�y6 I 1 I I 1 1 I DIREC 4' SOLD 1 I 1 I I I I DONAI ARROW SEE SHEET 13 j'AIIIE LANE LINE II I 1 I 1 I I I. to ) /. 18'z18' 4• BROKEN JE WHILE 10. STRIPE. 30' GM �, I 38'z30' _"' ���i LAN NE WHITE RELOCATE EXISTING BARRICADES (2) RELOCATE BARR t 1 ! 1 1 IIII3YS ! 1 1 . • ■ iI r 04 EXISTING LADES (4) OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA ill R a! SIGNING AND STRIPING SAP. 210 -114 -001 OTTER LAKE ROAD I sHEET 14 OF 28 SHEETS • • • IF OVERLAY APPLICATION IS SPECIFIED OR AUTHORIZED BY THE ENGINEER 1. TEMPERATURE REQUIREMENTS . MINIMUM AIR TEMPERATURE 60T (16'5) AND RISING MINIMUM PAVEMENT TEMPERATURE 70'F (21'5) AND RISING MINIMUM OVERNIGHT TEMPERATURE 60'F (16'C) AND RISING SURFACE PREPARATION A. ASPHALT -LESS THAN 11 DAYS OLD: 1. ALL - SWEEP OR BLOW CLEAN. 2. 0 - 3 DAYS OLD - NO PRIMER. 3. 4 - 10 DAYS OLD - STAMARK'" SP44 ONLY. 4. 11+ DAYS - STAMARK° (OR APPROVED EQUAL) E44 OR SP44 DEPENDING ON APPLICATION SEE MANUFACTURERS SPECIFICATION. 3. OLD MARKINGS A. DO NOT APPLY OVER PAINT, EPDXY, OR THERMOPLASTIC UNLESS VERY WELL WORN AND WELL ADHERED TO THE ROAD. OLD MARKINGS MUST BE AT LEAST 75 % -80% WORN AWAY. B. GRIND OR SANDBLAST OLD MARKINGS AND SWEEP OR BLOW SURFACE CLEAN C. APPLY REQUIRED PRIMER 4. WORN STAMARK MARKINGS A. OK TO APPLY NEW MATERIAL OVER WORN STAMARK°. REMOVE ALL LOOSE MATERIAL WITH SCRAPER OR KNIFE. B. SWEEP OR BLOW SURFACE CLEAN. 200' OR LESS — ARROW AT — MIDPOINT TD. 20' 30' - 80' OVER 200' Arrows - 8' GENERAL REQUIREMENTS THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD SPOTTING, LOCATION AND INSPECTION. THE ENGINEER WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. BROKEN LINE INTERVALS WILL NOT BE MARKED. LONGITUDINAL JOINTS. PAVEMENT EDGES, AND EXISTING MARKINGS SHALL SERVE AS HORIZONTAL CONTROL WHEN 50 DIRECTED. EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN, OR TRAFFIC SIGNAL. THE BREAK POINT 15 TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION, OR AT MARKED STOP LINES OR CROSSWALKS. A TOLERANCE OF 1/4" OVER OR UNDER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION I5 GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAY VARY UP TO 6" FROM THE SPECIFIED LENGTHS PROVIDED OVER AND UNDER THE VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 2 ". MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINT. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLAN DIMENSIONS. EPDXY THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO APPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON- METALLIC), OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. NEW PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENTS AND /OR LAITANCE ON LOW SPEED (SPEED LIMIT 35 MPH OR LESS) URBAN PORTLAND CEMENT CONCRETE ROADWAYS. SANDBLAST CLEANING SHALL BE USED FOR ALL EPDXY PAVEMENT MARKINGS. THE EPDXY MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE EPDXY RESIN LINE TO PROVIDE AN IMMEDIATE NO -TRACK SYSTEM. AN EPDXY RESIN LINE 4 INCHES WIDE AND 15 MIL THICKNESS (WET), REQUIRES AN APPLICATION RATE OF (1) GAL OF COMPONENTS FOR 320 FT OF LINE. GLASS BEADS SHALL BE APPLIED AT A POUND PER GALLON RATE SUFFICIENT TO ACHIEVE AN ACCEPTABLE NO -TRACK OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50'F OR GREATER. PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY MARKINGS. PAINT AT THE TIME OF APPLYING THE MARKING MATERIAL, THE APPLICATION AREA SHALL BE FREE OF CONTAMINATION. THE CONTRACTOR SHALL CLEAN THE ROADWAY SURFACE PRIOR TO THE LINE APPLICATION IN A MANNER AND TO THE EXTENT REQUIRED BY THE ENGINEER. GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE PAINT LINE. EXCEPT WHEN USED AS A TEMPORARY MARKING, PAVEMENT MARKINGS SHALL ONLY BE APPLIED IN SEASONABLE WEATHER WHEN AIR TEMPERATURE IS 50 DEGREES OR HIGHER AND SHALL NOT BE APPLIED WHEN THE WIND OR OTHER CONDITIONS CAUSE A FILM OF DUST TO BE DEPOSITED ON THE PAVEMENT SURFACE AFTER CLEANING AND BEFORE THE MARKING MATERIAL CAN BE APPLIED. THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOT BE PREFORMED ON UNPROTECTED SURFACES UNLESS ADEQUATE PROVISIONS ARE MADE TO PREVENT SPILLAGE OF MATERIAL. TYPICAL MESSAGE PLACEMENT FOR TURN LANES E A A 1 SIZE 6' x 8' PAVEMENT MARKING DETAIL (EPDXY) DIMENS ON TABLE A G LINO LAKES, MINNESOTA SA.P. 210 -114 -001 SIGNING AND STRIPING DETAILS SHEET 15 OF 28 SHEETS • • • OTTER LAKE ROAD / `\I\ \ / / I �' N � \'. �i TEMPORARY EASEMENT OTTER LAKE ROAD a I I - END PROJECT SAP. 210.114-001 ETAS +30.00 EAST LINE OF THE NORTHWEST QUARTER 7 Li [ gr P TIER LAKE ROAD ( \ \ \ \ \\ \ \ \� � \\\ }[h�EGIN2PROJECT 210.111 STA.1 : STA.1 +85.00 �"�= \ \ \� \\ \`` „\ ,•;,•,• Ii ••� • . , T .. S.DD .... `!'w�� 5 +00 `ice` ._ 11 .!' - - Ili 1111 6 !„, .... I jiN, ill ill ' _ N lahli.. \ i„,.., FT 30 80 TEMPORARY EASEMENT. 0 0 LiNi\i,,,, ,,,,,. OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA LEGEND NOTE f SURFACE DRAINAGE DIRECTION 1. FURNISH AND INSTALL SILT FENCE AS APPROVED (PROPOSED) BY THE ENGINEER. O INLET PROTECTION (TYPE) 2. EROSION CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY PHASE ROCK CONSTRUCTION ENTRANCE OF CONSTRUCTION CAN BEGIN. 1 ADDITIONAL SLT FENCE MAY BE ADDED DURING SOD (NITHIN 7 DAYS) ANY PHASE OF CONSTRUCTION AS DIRECTED BY ...... MINMUM 4' WIDE THE ENGINEER. i% SEED MIX - 280 O 70 Iba /Acre FERTILIZER - 4. ALL STORM SEWER STRUCTURES SHALL BE PROTECTED 23 -0 -23 • 200 IN. /Ave MULCH TYPE 1 O 2 FROM INFILTRATOR OF SILT DURING CONSTRUCTION TONS /ACNE (WITHIN 7 DAYS OR SOONER AS BY APPROVED INLET PROTECTION (SEE STANDARD DIRECTED BY ENGINEER) DETAIL SHEET) AS SHOWN. SEED MIX - RY O 82 ON CONTROL EXISTING WS AND MAO SHALL BE PROTECTED I' ' • 'I W,iH CATEGORY 3 EROSION CONTROL BLANKET —8— SILT FENCE UNTIL ALL DISTURBED SURFACES ARE RESTORED. 8. ALL EROSION CONTROL MEASURES SHALL BE MAINTNNED ACCORDING TO THE MPCA BEST MANAGEMENT PRACTICES MANUAL. SWPPP AND MINNESOTA STORM WATER MANUAL 7. STABIUZATION OF DISTURBED AREAS SHALL BE DONE BY PERMANENT TURF ESTABLISHMENT WHENEVER POSSIBLE iR d ° p • §$ k 3E IflI OTTER LAKE ROAD SAP. 210- 114 -001 EROSION CONTROL PLAN 1 SHEET 23 OF 28 SHEETS • • • STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE PROJECT SITE EVALUATION, ASSESSMENT, AND PLANNING .1.. rata 1r l a. .. lw .. .:0 ., .,I 1. , • , . yl b r1 . IJ Ir. ... .....♦ . , L,r :,.I e .,•. .7 ...r rill,... 11 i . ri • • r, 1: I. 1. ", e.r. ir•h .. . NAMIRRANDISZIENGE OF CDNSTRUCTON ACTIVITY: PROJECT LOCATION/DEBCR)PPION: blhmdnaar Rand the F § 2 g �1 J 1 0 7 G @ gg The Una Lake Oder Lltke Rawl ;Milani oe1RYb of 9onauallon Ma mod section of memo' mending Oiler Lake to PROIECT.'7RE NAME, OTlwn l AKE Pnan North fooled* alit, mad flans sewn vnpmWmnW: PROJECT LOCATION: El LDCATRO WITHIN THEORY LIMITS OP IJR10 TAKER AS MOWN ON THE TITLE The rehab Pwcrsnitbn aonkRM will Involve: the tdmtlldatl01, ds.ljq Ynld 1n, 40Lephlloe, Swat MI .rdaga dOommll4das ttv. SMITL811RBT IL and Waffle naleageme1. MIMIC primeraee0aln w1Uba Waffled ptlor m my land Amurteoa .ctivlty. Dn4up&E tbmakl are the meet elplllalt aloe ofoontmotlm and Its the Emmet pots nhd Ibr impacts to the a t.kanment. crTY: LB:WAR 1!TATE: h TIF, 8. EELS (RKlN'IY OR SIMILAR E0®1Vt7PDN; dYLlLA The 9mm,rta will raitepabdld the dings, leallhelnove adverts, soak holes, sown eub.oll dales. stonmewa en. Pensioner Vega tin will 1.IW0d. sod wed ankh end thil akam the Eat curb Ile. Additional work will include pnraa marking (venue lines, die Mesa IATTIUDBI. ONOITUDE :II�D'l1.73'Nl93.0171A3'W Inpaab011dM1s ego) sad b 110014,01 of thump (nip maker pob. culvert markers. lOP signs, arm warning sign. me). sg Q p; 5 T6 I FY3b L a 6 l S a n # I SEQUENCING DATES CONTACT INFORMATION /RESPONSIBLE PARTIES; PP1W me rplalaaW July OWNRPJIR iMITBR: CTIY OP LR40 LAKES JEFF EARLION 600 TOWN CENTER PARKWAY LINO LASES MN 33014 651- 971 -3400 .. - .,. -. ,. m:s ,'rits� ,. .. -. ...,•{ . �Cleariel. .., ,. .. ,. °` . I.`4 1 Ce A' '1T' ,.: .., wad Onablia OP.11oa b la -15lh Oadio'sorvids May I Rh - Ally, Iltb 8abwoilpapamion ltrJwd meebrElian May l3M -July 15th pia] (grab Jane 25th - )soy )Ode Tim CHI, o1Lla Lakes ham 40 conned hoe mama With WBR a Mancini., for lh mI0..opo Maw MOM The dry M alto tans owns Om mot sod the `Caalmarnhood mold anhontel y dodo'. r Ore'Ingam% ormnot mm aopis with th pRI W. The City of Geo Lake 4th MEM seminal applying Per puma curry. rid M0 b ori-dry ngrltY Sr &watplap an hrplranlhr tnb 1WPPP, The CIty Y ntpo aeP1ngl1w India orla ad ntWmnsoe Mils Rot Mmngwmo TWIN* In SW PPP. The C1ny WU demand CONSTRUCTION SITE ESTIMATES: OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA wanfred osn dim reek be the SWTPP lathing nominal by 6a avbmlaota. Th Q4' et Lim Lathe will enter tlo 10 5 101 110 norms with s ohm prim- mnoean to 0mplar the omrhoatlen wan hoary with the Owl lake Rod Pt*oL The der pnb mrrwmerw It 05110 RyPfRVIDUI aTfQ.1CKA110Oaf VOKD AMA CALCULATIONS prminn on dine NPDBS pelt ToM Aral b. dl.led. It Ann CONTOACTORTERMDEE: T.RD. (SWPPP AMENDMENT) lr¢mrrkorz M-0omsads w O Aura /Almemmotlon • 0.59 Awn TED. N14rn= In Ins mnlow aro w 639 Ants T.R.D. IIIMIATZDQUANTITIES FOR TEMPORARY AND PERMANENT EROSION AND Houma CONTROL T.B.D. SIN Qe I WM The Mow anemone mill enter Neal a°anima with Ow olly ofLla Won to work, to npind work Pa the Oar tab Read PrwJrt The. Qom motto= ;lyiirL IF TF': da` m" ., ,' 't will apply fit Joint comer with Ow Cly of Ur Labs see he m=ead to ta$ .nsd ter SWPPP In coogorllno MA am CtIy. TM NODES 1Tdbt low all TITLE W88Tr6UM MARY STORMWATER .POLL VIM N....PREVBWTION PLAN PLAN BET b. w,bmhtcd to d. MPCA within 7 days dolwdn s menace. The Colentar nth Wye that faddish o,erekr or ilplmodeg the SWPPP tree hem SWFPP NOTES SWPPP NOTES PROJECT MANUAL Gamow trebtal ad as the Lineman W SOILS MAP SORB MAPS PROTECT MANUAL will pvr0nm a�prmoa0mrtlw vnk m dhow on ow d°eaan weeds; to0arharmlal�COOpa.aa rriplanu and me01Me BMA for the Menthe Meoabladon on Or Olae lab Rod P.o.e. Thy Company/ will arplen mgWrd Y*stlor to main Y compilation with DIRECTION OF PLOW DRAINAGE PLAN PLAN SET NPDES reewirerocra The Cowmen will provide Ow 00r1b7t1#rordoforSr Sup4anden, SWPPP Moopr,Sllteorws SWRP Cerdhmon and Utility SWPPP CaoMYrtaa RECEIVING SURFACE WATER TEMPORARY EROSION AND SEDIMENT CONTROL PLAN AND TURF ESTABLISHMENT PLAN PLAN SET SWPPP CONTACT: ]Ill PETERS. MAC TEMPORARY EROSION CCCTROL TEMPORARY EROSION AND SEDIMENT CONTROL PLAN PLAN BET 701 XENIA AVE SOLTiI. SUr1R 300 MISOOLAP a, aM 33116 N1407.7130 10 PERMANENT E806f0N OCJFTfROI. TLPS ESTABLISHMENT PLAN PLAN SET STORM SEWER DRATNAOE PLAN PLAN SET WEE & A.moln, hr boa oaaloord byar city of Lino Lae to complain Po SEW? pin 00. Oar Lab Wad Pgmt. The SWTPP woo papered by an GRADING GRADING PLAN PLAN HT Individual the ha.bun papally W Wd *tam io dr mammas MI& MPCA and Sp NPDBS prm1L Catlbeloe arA on awRnkM upon mom WTI & Amoolstp will °Mc Plana IN 10mpllow wilt to WPDES permit 78 ..° u ;;T lr7 II I m li 1 ,k AGRIYCY "' �. MPCA (EMEROENCY)M ". .n a $ 'a ®t:'z ava�! '' P•s4._,w.°il .. r, ,. -- !._ < ., *r .. Deb 0R'ba I4OD- 421-0796 MPCA N'FDEB Tddlp ire., 651- 7$73719 ACOE WCA DKR Rine Creek Wear Shed dlerrla Devitt Bar 763491.7010 SWPPP DESIGN POT Petri, CPESC 763 - 217.7150 ESC SUPERVISOR EROSION CONTROL NOTES SAP. 210 -114 -001 OTTER LAKE ROAD SHEET 24 OF 28 SHEETS • • • • • • Table 2. Ce.gructloe Activities Associated wren Mutants ( If polhhart applies to site.) 1, ,;, ire t,(•r 1'“41',1 J ∎i- v:al.l it, r -, IMP Sea DhanrbUnp SOILS. SLOPES. VEGETATION. AND CURRENT DRAINAGE PATTERNS' 1041 Type(.d According to the ruin mom mint of Nmral Ram.. Commotion Mrvlw nob pap, P.O nmadadecwwynm ..degodyp'WerollSonoympa)• NwmM as sandy lose mid 1 4 4 prom mope ad %bike kola. IM MO The realm Its Irma to m dope. no prom will lo card obi h ado rw net has ehwtlon Moon We Than ! Ad, Drain/she/Pm he/Pm The ryahy of d1 potion ow main Word tiro, lose end towards added Arm Mld. Who blemeom b preen *Map MI to o oar Wes tier de Into too.840188 spoon. VegmNm The rem of oaaMCdon m m ody ooprod velar Ire turf 3.•.e All of the over rot mod mblllmlon MII be mblHesd MA soul awls r Sod' RECEIVING WATERS' ¢g Concrete Laden Liquid ®C10b and gutter pH Cloudy to milky ❑ Sidewalks pH Cloudy to milky ` 4 T s I } f °' R RR ❑ Polaldatiors pH Cloudy to milky EJ Driveways pH Cloudy to milky ® Breskotthsw cuts pH Cloudy to tnliky Oscan o asfmdbty�ltaL There m m agisoso moo Them core daha popes sal CWrwmrl 'S.M,bwnM.I mile do proJap ern. 12Mt1Wlo. of Imbibed onkel bjed n TtdDl. A.po W and bnpeled .due mod t3. aby the MPCA arsine (hdpllp.► (El pH Cloudy to milky e } a b!b cif a I I i £ N ... a � ® We'hwVclatr up pH Cloudy to milky ❑Off' Visually aMenadlla re mid ■ .w match blauamentoward bledhlo se. he.d:hild a 9r76'1a12. Bend o. rue r..4w,Cbmmo, CtNA b Im.bd Ar Acme 21.1oev.tbr.e, ENVIRONMENTALLY SENSITIVE AREAS: General ® Landscape Containers, mulch. soil, erganic materials Verlae ❑ oar Visuallyobserveble Na likely b mob Clem Wept).* bur r b l.pondad b a wnhao•rmly a.a1NM m.• PUN Judd bs ..!trod to IoM ddMwel nobility does tad molt eon del polonally lack motbdlae Unwind Welesh le de Nand end Wed deal M pr.balod Mona. MafflarMapialffaiQUILLIMiat PO IAA eLT. 134•11.0:• , .,r!..I ;ki I'...)( :' CmnaV Mheaap�MAeaada lawenearr and r..npmal moms. Condor roll Menu. nUl promooa sec condorromm pm to tte odium OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA ,TABLE 1.PO ENI'IAL,'t, 1..1_ * +'•_: wt. p,lu.1 :`Le . i�.;a;,s; (Choir if polluunt .ppliou to site.) ® Insalletion otse iment and erosion controls �.< Installation stabilized Ras IN Vehicle *rating Clearing and 8 grading 2. Grading operations ® Exposed soils and slope 6-1 [mpolt'.xport operations .: •t ••i '..._...,...,, ® Utility axpVetior nperetlone ® Landscaping operedons 24 Topsoil stripping end'twlpllhng ® }rind grading Oder dal services of s.dlmeotetihr N ❑ mover [ reedad): ❑ Other potential earvices of eedlmmtadon (Wanda): prkrodry'omasantdretlwby. admit (amdmm. ophslt mode sip, aomnodoa. aid dmnlWon dmolq and aria woes roe be dimmed of poorly .d IM comply old ppp�A Ate} HanikansllDflkleF gm. oil meaesm odd Months oleo wring eo'po.de. ANIimm, r.) arm bo prapmy or.4 wrh .•cmmlaty m111 connoinnont hooded swam u.a bur 3.01134.!epr0.w,0 multi= Poop sod & mold of hoodoo wso most bo in oaroplimm .id NPCA ..pWiae. GmlmefA�lde halls. and lobemo/Waded;Mo tobUe ar4Yt mar woo cmdd do Add Many will corn r de many rem 81040s. epd0.boud mmobe domini kte Me M mailable at ors combined morns end notarial drye am ingiumunoksmenunkinneamenn thokerel wasYrtg,emir. ipwder,w other ,w.h.eOea lnvdvby hratdon llgWbmlonghorns hprolr161W on de. Crum "MMus Q.=tooema oramrrr nod =both .oaalm.1ACR4 pen o d.projeo employ lbr improve'. glory our bo oodned o. Mk- prod conlalm od Wily re Imprreoe Ten. The gourd plea Mil he Irromponed Into toe SFTPP. Refo to SW'PPP .pecle0atiws ferded0, Mane. 1188s1m8 10.ha dinbq% androodeu 4.Ma. tram boat or odor mouthy eobrW e not .IIo.M on de. Table 2. Coeatrnedo. Artivlt es Asstleiated with Polldtsnn .�... .:?: , .,` 'x. ==: ' ... ' . , ENDANGERED SPECIES CERTIFICATION: I (Check if pollutant applies 10 she,) .\r!i, ids' I.i,r 1'„Il,;,z�i! .i, of 1. (11• „;. .'I'I`' 3011 Mewls ince Tim m o odaopl.d or dredged mobs =Wood Ma rob project. A w40w dda Undo! Sea W11144 Sento waepsp woo OOdlmed a 8111b1141 if My pmntW Mrbmomdeemimed"oda lid MIMI habits an or met the Oar LW hod Hajert f1iSTORIC PRESERVATIONi ® CI.ar /grub Sediment and organics t'2oudy to opaque §$ [ $ IE em r '(/11I 3 I toe ReonrnrJoor pact Sediment Ckndyto opaque Tone ere 010 4. saga IT WON IM ONer lade Mod holm Awh.w of de Menem Hlww1W mobcap me cordwood to ewobesh If My Muria sir an on armor thsctsornelm roe _t Pine grading Sadimart Clo dy bo opaque r _t Tom thing to op que APPLICABLE FEDERAL TRIBAL. STATE OR LOCAL PROGRAMS :. Stockpiling Sodiment Ckyddy to opegoa TM project fed r.da thoptsaleaM davml Matte Rim Crook woemAed Morin, Coy d Goo taw (MI4t M ere Son 84308E pore ON conduction ❑ Other: Visually obsanabie y .ahoy. 11.. oeg.d d Weohd '. Chy .a see Me. Ad logy whore nay oadbol. Whoredom Ar d. olIy albums rd M541nom11km an No bong ad( Myc,•M.wd U.. LkoureudS 1mdrmllee atom w alai Ctaak w.Mrod 011rid on be rind a Omp lows, Mdrnlm1r0 ofarrmlts Asphalt paoalng to rem MO iti3OBIpmn an km 1Erd W. (hirehompaaaanamtdotplp' mcomdmiy4s+dyroprnedonn000r.'aonmwnm- ®StroetcronsWetion Hydsocarbom Oily '°"n won' Me.evils+dMwb.de.rnrmla.a.mr.d -U ® A. )+I e)' a ' 2a ,.SIL L71 p�o11. r<1t.L • ' : t' —, I s Stoat improvement H) n. Oily 'boon •'neat demolition llydmcnr bon' Oily .Man No orMMOUw opa.awr. Winded drewb. IN wire 0odan h wdlmm control per do SWPP? am wmmMOe mN le Comma'. cordon cumin ospa inn outlast the Itteletton of 111,04 od ■ doe of ordklny tar SWPPP Itrpewnmadon to mad kw WI opinion a dm dm helmaa sedlmwt mooch (der ❑ tither: VnuaIly obaervaWa proper Aron. Mot modem. w1, meromm. a..4 r.0 be O :ld prior o the ad d oa onto Thee puns doll mud b post until plait eebukanm 1s EROSION CONTROL NOTES I SAP. 210 - 114 -001 OTTER LAKE ROAD I SHEET 25 OF 28 SHEETS • • • do to coed *t* M IV.C.d of t . MOBS tenanalm pod Muhiple sad swayed N the enanC40eI eapaa tray be mgdmd a ell Mond pod to de the Candor shell Inylrad the nerdy en die BAP. 1 atesd•to with ga NPD66 pool ngalydob l e mod names adtt m s (MN hula 703113010)1M1 any d ea di.0do.af end he f el O d. doled. undo aware eft NPDE1 Douai. In can Oita drip ter Medad senedame Man SNP, ay be O408 170 dog *am nlleen0. gpgp b dung dad addenda Odd 11th. arch b..ln. .d oonr.ya n .ye. must M Ir4,.dd fa Malmo. Meade and dined INSPECTION AND RECORD KEEPING depodtloa The add rd std li dhr Msgsdsalt .rt de plan wi0d. awe (Tl dap Mandy mba peddd by led reguldry, at physical deem. BS ••••r.lne. Ifpm.dsd& drawl and dYifli den add tan p1.. within men (7) nadir dny Mandl%anas. TM Panted. . cal tibr connoting MI I. The .ono.4oe4la sp.10or and impact the .0th. aomtatmn .w a heat and way.eren (7) hp Ldp ado aroma., iM wmdit 24 ham der ■ Mehl 10x.1, tdgloe6.eead alas y1••ta vol naiad a•Y.PMleebb p.ntda, pia m eon4otly my work (Pr N. &141. ov.e grades ad 0.3 Inaba In 24 ban. 14h! hoaodor AI deal dim ids (babdhr dune coda Mid) non be menial by.ppnandle BMPt any a dwdla wall all somas rhh podia an 3. All lo.p.oIomw mid madman condoled cob. raeoehd ma'dllog sod add with tut lWPPI In read..s with hdl➢D of the NPDB6 aaarae0a pnm0. 4 5 to go Wetideb�.1001d.L 101 Modnteen.odrylbl. each Bain Mb pmndlon a MP. Cownw.hal de.. woen.tl dlgose of add mike Adidas to don. a4PPP will b nods by lb prodtefoal o the oedr.da Mar .oimm spend by the den add. Nod afeoh 1tpedlo.004 aP1..odbm 3i.Ind boded as ands b.ibaam de d.da.blWy Nna4wal piorroda ra.IMarad pwiplada dam OM or graa0. madman ditty stall Inure: L D4* Time, and Nem orpesaepl omdsbg ingdo a; DEWATERINO AND BAS)N l A1MNO . I F ? 9 7 1; ! r' 1 5 R a g6 b. Fbdings onindectts, l.olothm naonatad. tes end 0amthe dad Whan dandy a tad 1ni.ly 1e ■gird r •e•aia dell dna s ddnrlry pia *ft Prgled Tmglma forapproal plot n dandy IMO rabbet o -Coady salmis when Oreldeg ad. amt, and party oap10 m.irendo add* I o. fig praa n m.hde Mtn* pawn nada tamed rams ..d dorm by 10 do.nuwo odd wawa lira warded TMDL Wan Land 4 Dab and amood Mdl menu ends Snout as 1 h Iii 10.5 Inaba) m 74 had M0ad Y aabad d b .ar..dadid* e dads dad dy, the maseloTar ended alt.teary RMPi in ma the aligned WIA. The lonely A C000avaHon Melanges nldo lo 40. BWPPP id sod ONRrppeplaidsadd di Lama pa dga1WPM. i. TM !WPM Mall be warded 4 lnohd. 1dd111m4 of Poled BMPL d.dp.l b add Wafted pooled re edit add adw Pe14t.A.1 M the NPOB! POISMIECIDEZIONIIME1 teat Canadian* dad elamwwar data. 00. in da balatle and pending .sad. 4. 7M Swrrr Wheel or red). an ,1tat.I lb OW PPP, pod deal. end hyd0bte1.1o14ad.dath ass le by al dumb Yang Oemaction by 10. FINAL T AI TMA11(R.1 omaemr;tNe o noon who lr apmglonaoorml Md polio. Mda she. OWPPPen. be Wpm le dint the gad°Mem a tee rehab daly acrd did pod altl1la11a Y sherd ohm W a:&.10o ga.pa.Pda.we.plaad. plcn dead of do NOT n MICA. Sn Parma Bache Coal Pnctlwd he ham matte ogelcadea' EROSION CONTROL PRACTICF$ 1 70%Vasatha Cream AO eA did dlyadAfla a Id she bwlaa aarl d end Wended db.n a ni end by a carom Ow pedal donate re ppp3 I{ e I ,E a • �$�:' 2 nna 11sS 6 y 4211 a r. y d win. deb d70M won b..do pod .deoearm ordiondtd'dal miancaary to pawn soil hugs adr melon =Plans. All wood di sea .hall to sobbing' within 7 dap afar the ollaaden ladlly h the petite of do tb M1 rrlponelly co pameea0y .end Teddy d.odip4a without aphid alb ad a apnlc amrpeasm, O L . •hna do. ae�ld denablen edam. 401141. Ind.m4p101) teal Pon amen d M. ardone aM 1 •...•• , �.; ,. •. � MI Whim mot ini ham proud 4rombe mmagood ode, perking de and Idly doom an drip hod did mutated . ebMkedw0h pannaat0wr. .yaaml,.avtyana q.aas. ml met b.. TLI4PORAAY 3. Pda4Iid.bb.ofAn MOT. all eeporey paid ad admen melon pwmd0 end dud amend 1101h bah as son Mold Tem el: bran mi40.311 In umd he dodgy dbildno If odd Mb le not anklet bane dhnrobd dm bebed e.0 di be aided elk ad es dm) .14 In named mgdpad err nib fie doh t* PemlM 1s nspadhla aMPedrlgmd le Madam 04k crab amr add loge nays 1140 soon a pomblor le pica. TemegmPm>.neg Drihrn Dlaha & aaal.0 The nodal .seed per d4u of eny tarnmany apd.aaye Odell ditch er die sat harm Inns 4eo any pond. PAYMENT TO CONTRACTOR OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA M ha damnia4n dee, ce awn* die we ddonhedr1. elabgid wihb 200 lid . nun Idprgpep alp a de don pia Midma, hen ay .rho. Pend fortendb.eda pyre 1414.03.3.144 the dada. ce MI6 MBMh 4tla wa0m. Sabelneoo or th. he 200 Sad ha id b. aorderti within 24 hoeddr nonnatlng 4 edam wear. bedynal yam to Ondad bd pmglta- Cuddly eedordWs to add' araol. i HIM nodal Mudd; NNPDUU plena rWrab Tedorry a samara Mahn odd dal being ad a • aapu.y s dlaal oadonee4 .y14. 1.I** peachy doped mat dimh dim bb 0Th, 4n � � y • steberee emblem MI he dodged b On oda the adnd0IN am and leaded In asp imarM�Mdq+e..L All amid d.tal.IrM law.m/.M.h.a la inflected by ea and.aor edeeaadn mewl do now and ne b.chino& Thw ads nut be MilAiland war 24 balm .Pea bye hang ands a add ireyid PIAIA2gAnda Ds Dom Ow see win tommolled by deg a meblt. preaumyp. Mend ad m apply pmd weer a Add ad. Ile mobil. ooh wIll Reply .ear e e de easy to pro'•d runoff .td Fading. PCRMAN1A7 Narmlbg of Ertia 7.10 don: Thupawed ire Meld% na4Wa Mg to Idetdatl on the plan damn an Do NO DMurb Aral 100414 Momele All amid and will b. dad with M1DO 220 .h and type 111dt Id All did win Mona nonlife will M .tnolgrd with Ind. Pip o41aa mid he modal whit Wiped or peame0 eery &potion whin 24 hmm alter hydraulic 14,100d 4 ■ dram way. SEDIMENT CONTROL PRACf10E The om entaahie need in edgedl. hr 0tr ba4Yloa opPehn, and deboad damns trail hdpday .M paaamr wee minty doped OOA(IL a add ad ewbn pnwlon .d did calm)BMP., Ihr IM dodger ofdon00. 41400 work • NI .h. Mil and atablllrtla Imbed All Bd. not t• adagu4ey hard Ina1d, .d minced in pond realm nom a minima 03 In0 awl n10h11 wad din 24 Mud. All oordln lcan MMh oast b Ryden. apical or supplemented will naatlede Inds Male 2. ids afar M•0ray, or a tote u held 0t41tloreMew cad calms mood Hoe ream 1. mottled In do SWUM. All deeded medal IM Iare 10. .Ib da11 be added by the armed and rebated in tM sib a the ateudor . wpmr and malice to tM panne DM. j)0Wn.nMml emum':1(IMdegraham 01414 dem Is driondd dad rep adieu did divot random or ndad0l 00lt nod in deed in .Bohan the madding, ding, end dm. MVP m ut M added le loony 4.r additional mad ,5lk..le'ge.: Slit dal ball b Mod a alone a paid to Plow deals aoe..t tllntloL A4 Mt aids man be mad, apl.od, a.yphted el whin tap had no4 ncdona or4 . *40140 rude lot Mein Wight( and wind. All dimlma beaten a4 wed 24 hour MMdoaay, ea a eta a field modem lbw awed( Nm diclp4.d • drainage pa1dl and etc dim Map lady minimal) Tided 04.1.130' All atoeYl•M mid Moe 1131 Rem aembalm dada. Kalman corned h.plemdned mid ••le•had a 4l.oa. Pala sanmthi dal in §0g a , , e 7 I • did deal. loading Maw.l.r conyyeorw male m nub and poor plain, or enrich end dials ado the. id byyd in plod to avant eata.da tame elm do *odd (Pen IV,C.71. CoeWogt1oer ado hannew0 ,101. Tt*IIoo Conoanr sea mined .14Inaa h.. Y 0m10eoa.b la 04 mams.nd the M e) by Wends it IMP. die en IMO ph, poach m dal '.140010.001031101400 y* Idarwrpbp 1461 red i4y had 0.00eti0 odds Heat DMP i apt ed.qumbpw! wand nom Ming died d oaf ha heat. Tided .Mmon1 met be dad d had W peed 1m60a MOM 24 nun of dhopwq, a Ina r Odd by the pod IEROSION CONTROL NOTES SAP. 210 -114 -001 OTTER LAKE ROAD SHEET 26 OF 28 SHEETS • • • • • • ROW 13 +00.001 ROW 930 920 _. _.. _. _.. _. _. _.... _. .930 920 _ __ '..910 910 90080 -60 _40 _....... __.. _20 0 20 40. 50_ __... B0900 p1 p4 P R W i 12 +50.001 940, 930' ____. __. ROW _ __. _.. _. _ _... _ _.... __ _.. FOW _ 940 ',930 g3¢g5 p[ 66`6//1. $ 6 Lij 55 R $ 4 b x 920 __ __ __ __ -_ __ — — — — — - 910. r--- 920 90960 -60 -40 -20 0 20 40 60 9101g 8000 OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA 12 +00.001 9401 ROW 9301 _ _. __ _ FOW 940 930 920 -- _ _ _ -- _ - - -- -- 9101 — __ — 920 90080.__. _.._20 0 _..._._. 20 40 ._. fi0 1910 .. 80900 -- R /'Sw I k 11 +65.001 940,__.... __ 930', __ _ .940 ,930 - 920 910 - - - -- ----- - - - - -- - -- — - -_ - - -- 920 '.910 90080 -60 -40 -20 0 20 40 60 80900 SAP. 210 - 114 -001 CROSS SECTIONS SHEET 27 OF 28 SHEETS • • • • • 15 +30.001 930- -. __ -_ __ ___ _. ____ ROW _._ -.. -.._ _ ROW ,930 920' L — 1920 1910 910, 90080..... -60 -40 -20 0 20 40 60 g BO 00 yy F: 4 '-' R i 15 +00.001 930 _ -___.. ROW ROW -- -930 B d8 >!ila s U o �s 920'.1 -- - - - -- _— - - - -- 920 910 -- - — — ! _ 910. 90080 _... - -60 40. _.... -. _20 0 20 -. 40 -. - 60 8090 4 +50.00 1 CROSS STREET 930 _ _ -. _ __. __.- _. -_ROW - -___. __ __ - - _ ___.._. ___._ __._- _- ROW _. _ ..930 920 OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA 920 910 90%-- _. - -__ 60 __. _40 -20 0 20 40 60 x910 8000 ROW 14 +00.001 ROW 930-- __ -__. ___ -. - __. -. __, _.. _..... - _ ___- _- _____ -_._ - _.,.930 920 9201 _ — — — _ _ — — _ 91011910 -60 -40 20 0- 20 40 60 8000 m It E. I / l i �IY y ROW 3 +50.001_g ROW 93060 - _ 930 910 910'. 90050 -20 d 0 20 40 60 8000 S.A.P. 210 - 114 -001 CROSS SECTIONS SHEET 28 OF 28 SHEETS • •