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Home My WebLink AboutBuilding Permit 11.0886 Mtrls DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER CONTR, PHONE NO. PERMIT NO. 1 r _ 06 ( ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS . WORK SATISFACTORY, PROCEED CORRECT ACTION AND PROCEED CORRECT K, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 4 -9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE . CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! WSNon DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS SCr� OWNER CONTR. PHONE NO, PERMIT NO. ® 8800 ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING FOUNDATION ❑ MECH RI ❑ COMPLAINT 14 ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS . 1A WORK SATISFACTORY, PROCEED RRECT ACIMN AND PROCEED ❑ CORRECT ORK, L FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: uv CALL 447-9850 OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOrl o "PI�.p CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec' d TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT rh'NHSo 1 . 2 Whip nk C t`, PERMIT NO. 3. Yellow Appliowt lease type or print and sign at bottom) ADDRESS ' 1 3 5 0� ZONING (office use) ' LEGAL DESCRIPTION (office use only) e 0*7 1� - LOT BLOCK ADDITION PID � J ®0 70 OWNER (Name) 63'iD � t°r/,tFst/y SIOtJ �G (Oot/Nets' (Phone) � �2 � yy�= 4' 700 (Address) L fit/ iLl Ae� 6L r may(/ ✓� '� BUILDER /� �l 9 SYS ss g (Coompanmpan y Name) �? C,� �d�6Gt�" C��fs"� (7i+Cut3� (Phone) _ (Contact Name) knler &K-F'/ GN (Phone) V (Address) Ro2 3 (p b 604AWFY azc ewinA) qyw TYPE OF WORK i4-New Construction ©Deck ❑Porch ❑Re-Roohn Addition g ❑Re-Siding (]Lower Level Finish ❑ Fireplace ❑ ❑Alteration ❑Utility Connection CODE: []I.R.C. Woce ❑ Misc: Type of Construction; I II III IV V A B i ®�� Occupancy Group: A B E F H I M R S ® PROJEUP COST/VALUE $ f Division; 1 2 3 4 5 (excluding land) I hereby certify that I have furnished information on this application which is to the best of my Imowledge true and correct. I also certify that I am the owner or authorized agent for the above mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted pians. I am aware that the building official can revo a th' permit st c use. Furthermore, I hereby agree that the city official or a designee may enter u n the property to perform needed imp ctions. Signature Contractor's License No. Date Permit Valuation C) �6 -- Park Support Fee # $ Permit Fee $ � SAC # $ Plan Check Fee $ 8-t� . Water Meter Size 5/8'; 1 '; $ State Surcharge $ �S r Pressure Reducer $ Penalty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE $ Z Og SHEET 1 OF 11 Telephone 215 - 855 - 8713 FAX 2154554714 GARY K. MUNKELT & ASSOCIATES Consulting Engineers Precast Concrete, Structural , Civil 1180 Welsh Rd . Suite 140 North Wales, PA 19454 PROJECT : DESIGN PRECAST CONCRETE UTILITY BUILDING 12 ' -0, h � d ;fkL rl DIN I ion , r roWrt was prepared by rye or tinder the dire I sUpervision and that l am a duly LiCenS Professional EnaineEr under the laws of ff e CLIENT : HUFFCUTT CONCRETV"X 4tN s' t CHIPPEWA FALLS , WI Print Name : Avul. 0. 98. ik McLau ghfirb Signature: _ JOB SMSC � w NORTH RESIDEl1A 'F� PRIOR LAKE , MN TABLE OF CONTENT Title Sheet GENERAL SPECIFICATIONS e 1 . Concrete shall be designed to obtain a strength of 5 ,000 psi in 28 days . Material shall meet requirements of ACI 318 . 2 . Reinforcing steel for building shall be Grade 40 (obtain yield strength of 40 , 000 psi) and meet requirements of ASTM A615 . 3 . Weight of Concrete — 150 lb/ft3 4 . Design Criteria (See appendix A for more information) : Wind — 90 MPH , Exposure C, I = 0 . 87 Ground Snow - 50 psf Min Roof Load - 20 psf Floor Live — 75 psf Seismic —will not govern design REFERENCES 1 . American Concrete Institute . Building Code Requirement for Structural Concrete . Farmington Hills : ACI, 2008 . 2 . American Institute of Steel Construction inc . Manual of Steel Construction 13th Edition . RISC, 2006 . 3 . International Code Council , Inc . International Building C, ode . 2006 . 4 . Wight, MacGregor & . Reinforced Concrete Mechanics & Design . 4th . Upper Saddle River : Pearson / Prentice Hall , 2006 . k 00 I � 3 Ln mJ e / t7J1 a-+ 4 a CID m bo � k U 1 N vi in J b `- I k 3 00 C N - o lL v1 dcs Q oo mon V,, c o on M � L_ bo -i&4 I ► --- � (2) 1 /2' DIA. x 2' Lg. 6 ' NELSON STUDS WELDED TO FLAT PLATE i 3. I X 6„ x 6„ FRONT VIEW SIDE VIEW FLAT PLATE DETAIL OF WELD PLATE WELD PLATE CAST INTO PRECAST CONCRETE PANELS v 1 /4" x 4" E70XX a SEC11ON VIEW 0 WALL TO ROOF do TYR LOCATION OF WELD PLATES WALL TO WALL CORNER CONNECTION CALC BY: CHECK BY: SHEET NO . OF I DATE: ` 7 REV : PROJECT . ( DelAID � Oft vc, of ( . (, (20 + o, oUb � 3c7 � F �.1 OAAa Li 17 5 178 fw U113SMI - A,Z) Q 0 GKM & Assoc. JOB TITLE Huffcutt - S M S C ................................................._................................ .a- 1180 ...... 1 180 Welsh Rd. JOB NO. SHEET NO. � North Wales, PA CALCULATED BY DATE ._......_. ........................_._.._.................. .. 215 . 855 . 8713 CHECKED BY DATE Ver 7, 11 ,06 CONCRETE SLAB (ACI 318-05) www.struware.com DESCRIPTION : Roof Slab INPUT BENDIiNG rc = 5 ksi As = 0 .24 int p= 0.00509 fy = 40 ksi As(nlin) = 0.25 int p= 0.00530 b = 12 " As(max) = 1 . 75 in2 p max= 0.03643 d = 4 " Mu = 2 . 86 'k Vu = 0.95 k SHEAR h = 8 Lt %vt cone factor 4) Vc = 5 . 09 k Av/s = 0 . 00 in2 (NW= 1 , LW=. 75) = 1 .00 Vs(req'd)= 0.00 k Av/s(min)= 0 .00 in2 CRACK CONTROL: Ma = 2 .2 'k Cir cover = 4 .25 in SLAB REINFORCING Spacing As to #4 n 9.2 0.25 in2 #5 tr) 14 . 5 0.25 in2 � Vc = 5 . 09 k #6 @ 20 . 8 0.25 in2 SHEAR : OK #7 (( 28 . 3 0.25 in2 #8 L 37.0 0.25 in2 _ Max Rebar Spacing for crack control = 11 .94 in DEFLECTION COEFFICIENTS Actual As = 0 .29 in2 Colic wt = 150 pcf Ec = 4287 ksi Ma = 2 .2 'k le = 512 in4 Mcr = 5 .7 'k Ig = 512 .0 in4 Icr = 21 . 7 in4 CALC BY: /T CHECK BY : SHEET NO . OF 1 _ DATE : 2 41 REV : PROJECT : Ate,. Ucwtk� 3ro0 R iV I ' ! (( c 267 rt. IV t� L� `tIfz� Ct Di CALC BY : CHECK BY : SHEET NO . OF DATE : E !A REV : PROJECT : DESIGN WALLS - PER ACI 318 -08 SECTION 14 . 8 Concrete [f' c) = 51000 psi service axail load [Pa ) = 810 lbs Concete Youngs Modules (EC] = 4, 030,509 psi servce moment [Ma ) = 4, 956 indbs Steel [fy] = 40,000 psi Area of steel (As) = 0. 47 int / ft factored axial load (Pu ) = 1,068 lbs factored moment (Mua ) = 8,022 in4bs Dist from wire to tension face [C] = h/2 = 4 in Height of wall [4) = 120 in Dist from wire to tension face [yt) = h/2 = 4 in Width of wall panel [LW j = 12 In Modules of rupture [frj = 7 . 5 x sgrt (f' c)= 530 psi thickness of panel [h] = 8 in Gross moment of inertia (Ig) _ ( L, ,h3)/12 = 512 in° Cracked moment of inertia [ Icr] _ ( LwC3)/3 = 256 in" (true only for steel at cl wall ) Allowable Moment a = (As Fy)/(0 .85 f' c LW) = 0. 37 in (DMn = 0 . 9 As fy(yt45a ) = 67, 368 in-lbs Find Design Moment in Wail 14 .8 . 2 .4 Mcr = fr Ig / yt = 67, 882 in4bs < or = (DMn = 67, 368 in-Ibs OK 14. 8 .2 . 6 Pu / Ag = 11 . 125 psi < or = .06f'c = 300 psi OK 14. 8. 3 Mu= M ,,, / ( 1- (51?„Lc2)/(0 .75 * 48* EcIcr) ) = 8,039 in-Ibs < or = (DMn = 67, 368 in-lbs OK Find Deflection in Wall 14 .8 .4 Ma = 4, 956 in4bs < or = 2/3 Mcr = 45, 255 indbs OK Ocr = (5 Mcr Ic2)/(48 Ec Ig) = 0 .05 in As = ( Ma /Mc) Acr = 0 .00 in so Ma2 = Ma + Pa As = 4,959 in-lbs CALC BY : CHECK BY : SHEET NO . OF DATE : Ill � ' REV :— _PROJECT : IL ell) Lv 4ql ,iii E fit 7 2So sf r s 3a MAC - mak, G KM & Assoc. ! JOB TITLE HUffcutt - SMSC ............ ............... 1180 Welsh Rd . tom/ JOB NO. SHEET NO. North Wales, PA CALCULATED BY DATE 215 . 855 . 8713 4� CHECKED BY DATE Ver 7. 11 .06 CONCRETE SLAB (ACI 31 &05) www.struware.com DESCRIPTION : Bottom Slab INPUT BENDING fc = 5 ksi As = 0.47 in2 p= 0. 01316 fy = 40 ksi As(min) = 0. 19 in2 p= 0.04530 b = 12 Is As(max) = 1 .31 in2 p max= 0. 43643 d = 3 " Mu = 4 'k Vu — 1 .416 k SHEAR h = 6 Lt wt cont factor � Ve = 3 . 82 k Av/s = 0.00 in2 (NW= 1 , LW=.75) = 1 .00 Vs(req'd)= 0.00 k Av/s(min)= 0 .00 in2 CRACK CONTROL: Ma = 2. 8 'k CIr cover = 2.75 in SLAB REINFORCING Spacing As n m � � tt1 #4 rt 5 .0 0.47 in2 t" # 5 L 7. 8 0.47 in2 (PVc = 3 . 82 k #6 u 1 L2 0.47 in2 SHEAR : OK #7 r) 15 .2 0.47 in2 # 8 L 19.9 0 .47 in2 Max Rebar Spacing for crack control = 16.94 in DEFLECTION COEFFICIENTS Actual As = 0. 22 in2 Conc wt = 145 pcf Ec = 4074 ksi Ma = 2 . 8 'k le = 216 in4 Mcr = 3 .2 'k Ig = 216 .0 in4 ler = 9. 6 in4 CALC BY : TR CHECK BY : SHEET NO. OF DATE : 9t ( « REV : PROJECT: (S Pse r Pazl� , b � �c 18 ,E 1 to AJ tali A ► , v _ ! t _. 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Wind Loads - MWFRS h:560' ( Low-rise Buildings ) Enclosed/partially enclosed only j - L0�E2 : 1.es *rctf _tlt �. � a Torsional loads are r • 0.515w < .52i E Er�a 3 > ne ��,tic ? `� � 3 ` 25% of zones 1 - 4 . '- / r' s t "i6 See code for loading diagram 5 rr 5 � 5tk i::�� Iuurn =MMae; rICU F•FRF'EADDC•ffL6.& PP.B.S.LtSL ZO �~'` �.a ~a �'..� VFR7I� ME(" TMV IcUrGE BIG E Transverse Direction Longitudinal Direction Kz = Kh (case 1 ) = 0. 85 Edge Strip (a) 3 . 0 ft Base pressure (qh) = 15.0 psf End Zone (2a) 6.0 ft GCpi = +/-0. 18 Zone 2 length = 6.0 ft Transverse Direction Longitudinal Direction Perpendicular 0 = 0.0 deg Parallel 0 = 0.0 deg s Surface GCpf Nv/-GCpi w/+GCpi GCpf wl-GCpi w/+GCpi 1 0 . 40 0. 58 0 . 22 0. 40 0 .58 0.22 2 -0. 69 451 487 469 -0.51 487 3 -0.37 419 455 -0.37 419 455 4 429 -0. 11 447 -0.29 -0. 11 447 5 445 427 -0.63 445 -0.27 463 6 445 427 463 -0.45 427 -0 .63 I E 0. 61 0 . 79 0.43 0. 61 0. 79 0.43 2E - 1 .07 489 - 1 .25 4 . 07 -0 . 89 - L.25 3E 453 435 471 453 435 -0.71 4E -0.43 425 -0.61 443 -0.25 461 Wind Surface pressures (psf) 1 8 . 7 3 .3 8 . 7 3 .3 2 4.6 - 13 .0 -7 .6 430 3 -2 . 8 4 . 2 -2 . 8 -8 . 2 4 - 1 .6 -7.0 - 1 .6 -7.0 5 4.0 -9.4 40 -9.4 6 40 -9.4 4.0 -9.4 I E 11 . 8 6.4 11 . 8 6.4 2E - 13 . 3 - 18 .7 - 13 . 3 - 18 . 7 3E - 5 .2 - 10.6 -5 .2 40.6 4E -3 . 7 -9 . 1 -3 . 7 -9. 1 C+ntRwnr O Windward roof overhan s : 10. 2 psf (upward) add to windward ovcatiAtaa wiN{UwF�r� ar{�o� $ p ( p ) _ L1_�_1_1_L�._ l trF.wnanaoof �1 J rnnf nrecenre vaay IV ITIMIRWIL M PV"UC JOB TITLE Job title 1180 Welsh Rd, Suite 190 North Wales, PA 19454 JOB NO. SHEET NO. Phone : 2154554713 CALCULATED BY DATE Fax: 215 -855 - 8714 CHECKED BY DATE V. Wind Loads - Components & Cladding : Buildings h560' & Alternate design 60'<h< 90' Kz = Kh (case 1 ) = 0 . 85 GCpi = +/-0. 18 NOTE: If tributary area is greater than Base pressure (qh) - 15.0 psf a = 3 .0 ft 700sf, MWFRS pressure may be used. Roof Angle = 0.0 deg Type of roof = Monoslope Roof GC +/- GC i Surface Pressure ( sf) User in ut Area 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 250 sf Negative Zone 1 - 1 . 18 - 1 . 11 - 1 . 08 - 17 .7 psf 16.6 ps - 16 .2 ps - 17.2 psf 46 .2 ps Negative Zone 2 - 1 .98 - 1 .49 4 .28 -29.6 psf -22 .3 ps - 19. 2 psf -26. 5 psf 19. 2 ps Negative Zone 3 -2 . 98 - 1 . 79 4 . 28 44 . 6 psf -26 .8 psf - 19 .2 ps -36. 9 psf - 19.2 ps Positive All Zones 0 . 48 0.41 0. 38 10 .0 psf 10.0 psf 10 .0 PSI 10.0 psf 10.0 ps Overhang Zone 1 &2 - 1 . 70 - 1 .63 - 1 .60 -25 .4 ps -24 .4 pst -23 . 9 ps -25 .0 ps -23 .9 ps Overhang Zone 3 -2 . 80 - 1 .40 1 480 11 41 . 9 psfl -21 .0 psQ 12 .0 ps -32 .9 psfl 12 .0 ps Walls GCp +/- GCpi Surface Pressure (psf) User input Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 200 sf Negative Zone 4 - 1 . 17 - 1 .01 490 - 17. 5 psf - 15 . 1 psf - 13 . 5 psf 45 . 8 psf - 14 .4 ps Negative Zone 5 - 1 .44 - 1 . 12 -0. 90 -21 . 5 psf - 16. 8 ps - 13 . 5 ps - 18 .2 ps - 15 .4 ps Positive Zone 4 & 5 1 . 08 0.92 0. 81 16.2 psf 13 . 8 psf 12 . 1 psf 14.5 psf 13 . 1 ps Note: GCp reduced by 10% due to roof angle <= 10 deg. Lo17 ,01vS 'Gr ratio Parapet Surface Pressure ( sf) User in ut qp = 15 . 0 psf Solid Parapet Pressure 10 sf 100 sf 500 sf 40 sf CASE A : Interior zone : 0.0 PSI 0.0 psf 0.0 psf 0.0 ps CASE A = pressure towards building Corner zone : 0.0 ps 0.0 ps 0.0 ps 0. 0 ps CASE B = pressure away from building CASE B : Interior zone : 0.0 psf 0.0 psf 0.0 psf 0.0 ps Corner zone : 0.0 psf 0. 0 psfl 0.0 ps 0.0 ps Rooftop Structures & Equipment Dist from mean roof height to centroid of Af = 10.0 ft Gust Effect Factor (G) = 0. 85 Height of equipment (he) = 15 . 0 ft Base pressure (qz) = 18.8 Kd psf Cross-Section Square Directionality ( Kd) 0.90 Width ( D) 10.0 ft IVD = 1 . 50 "Type of Surface N/A Square (wind along diagonal ) Square (wind normal to face) Cf = I . O1 Cr = 1 .31 Af = 10 . 0 sf A , = 10-0 sf " My R mulmult OL tissue JOB TITLE fob title 1180 Welsh Rd, Suite 190 North Wales, PA 19454 JOB NO. SHEET N0. Phone: 215W,855 "8713 CALCULATED BY DATE Fax : 215-855-8714 CHECKED BY DATE Location of Wind Pressure Zones a a 2a 2a aE0�) - - Z�)- '3) i I c ca a �`� " I I I L � (`t - - - - t— ;7 r` Gable 0 5 7 degrees and Monoslope roofs Monoslope <_ 3 degrees 30 < 05 100 r2 , a a a s a a a ,tea 4Z I �} t 2> ?.� } r-D 0) t M i Lei t. i 10 — --I I I I 1 I I f •� I y I I I I I I Monoslope roofs 10' < 0 <_ 30' Gable 7 < 0 5 45 degrees Hip 7 < 0 < 27 degrees STRUCTURAL DESIGN T{- J 90 (40 ) 100(45) 110 (49) i - 120 (54) 130( 58) 140 (63) 130(58) 140(63) 140(63) 140(63) 150(67) 150(67) 90(40) ' i'?;IjjSpecial Wind Region t, . E !!; pec g 100(45) 130( 58) Location V mph (m/s) 110(49) 120( 54) Hawaii 105 (47) Puerto Rico 145 (65) Guam 170 (76) Virgin Islands 145 (65) �; American Samoa 125 (56) STRUCTURAL DAGA fe ) N « ( ) 40 a— �o ,) a70r ) 10 so To , ;y Ir . . � •�..... { . tY A t 14 38 25 es t r Cs IT ILIQCsj! 26 r T 26 to 'I IT � ; =. � n 29 iiA r t tf. �. 18 Ir MI IT TA it Y , ! OLI IT "S y } . fid.{ 4,•... 1 , r vary M 1vtIlllKelt M ASSOC JOB TITLE Job title 1180 Welsh Rd, Suite 190 North Wales, PA 19454 JOB NO. SHEET NO Phone: 215455 -8713 CALCULATED BY DATE Fax: 215 .855-8714 CHECKED BY DATE VI. Seismic Loads : ASCE 7- 05 Occupancy Category: 11 Importance Factor (I) : 1 .00 Site Class : D Ss (0.2 sec) = 6. 10 %g S 1 ( 1 . 0 sec) = 2. 80 %g Fa = 1 .600 Sins = 0.098 SDs = 0. 065 Design Category = A Fv = 2.400 Sm I = 0.067 SDI = 0. 045 Design Category = A Seismic Design Category = A ASCE? Section 11 AA Exception Applies Number of Stories: 10 Structure Type : Not applicable Horizontal Struct Irregularities : No plan Irregularity Vertical Structural Irregularities : No vertical Irregularity Flexible Diaphragms : No Building System : Bearing Nall Systems Seismic resisting system: Ordinary reinforced concrete shear walls System Building Height Limit: Height not limited Actual Building Height (hn) = 10. 8 ft ell DESIGN COEFFICIENTS AND FACTORS Response Modification Factor (R) = 4 System Over-Strength Factor (f2o) = 2 . 5 Deflection Amplification Factor (Cd) = 4 SDs = 0. 065 SDI = 0. 045 p = redundancy coefficient Seismic Load Effect (E) = p QE +/- 0.2SDs D = P QE +/- 0. 013D QE = horizontal seismic force Special Seismic Load Effect (E) = 00 QE +/- 0.2SDs D = 2. 5 QE +!- 0. 013D D = dead load PERMITTED ANALYTICAL PROCEDURES Index Force Analysis (Seismic Category A only) Minimum lateral force Fx = 0.01 Wx at each floor level Simplified Analysis Use Equivalent Lateral Force Analysis Equivalent Lateral- Force Analysis Permitted Building period coef. (CT) = 0.020 Cu = 1 .70 Approx fundamental period (Ta) = CTh„ = 0. 119 sec x= 0. 75 Tmax = CuTa = 0.202 User calculated fundamental period (T) = 0 sec Use T = 0. 119 Long Period Transition Period (TL) = ASCE7 map = 12 Seismic response coef. (Cs) = Sdsl/R = 0.016 need not exceed Cs = sd I I /RT = 0.094 Mary K Munkelt & ASSOC JOB TITLE job title 1180 Welsh Rd, Suite 190 North Wales, PA 19454 JOB NO. SHEET NO. v Phone : 215-855" 8713 CALCULATED BY DATE Fax : 215 -8554714 CHECKED BY DATE Via Seismic Loads - cont. : Seismic Design Category (SDC)= A I = 1 .00 CONNECTIONS Sds = 0 .065 Force to connect smaller portions of structure to remainder of structure Fp = 0 . 133Sdsw. = N/A %v or Fp = 0 . 5wp = 0.05 wp Use Fp = 0 .05 wp wp = weight of smaller portion Beam, Birder or truss connection for resistine horizontal force parallel to member Fp = no less than 0 .05 times dead plus live load vertical reaction Anchorage of Concrete or Masonry Walls to elements providing lateral support Fp = 0 .050 Ww but Fp shall not be less than 280 plf MEMBER DESIGN Bearine Walls and Shear Walls (out of plane force) Fp = 0.4ISdsw,,, = N/A wW or Fp = 0. 1 ww = N/A wW Use Fp = N/A wW Diaphraems Fp = 0 .0IWp + Vpx = 0 .010 Wp + Vpx ARCHITECTURAL COMPONENTS SEISMIC COEFFICIENTS Seismic Design Category A , therefore Not require( Architectural Component : 1 . Interior Nonstructural Walls and Partitions a. Plain (unreinforced) masonry walls Importance Factor (Ip) : 1 .0 Component Amplification Factor (ad = I h= 10 . 8 feet Comp Response Modification Factor (Rd = 105 z= 50 .0 feet z/h = 1 .00 Fp = 0 .4apSdslpWp( 1 +2z/h)/Rp = 0.052 Wp not greater than Fp = 1 .6SdsIpWp = 0. 104 Wp but not less than Fp = 0.3SdslpWp = 0.020 Wp use Fp = 0 .052 Wp MECH AND ELEC COMPONENTS SEISMIC COEFFICIENTS Seismic Design Category A, therefore not required .5. _ ter Sp 1 r As let 14 It -, }} t Nt. m- iY J it J x 4 It \ l L P4 Lo 444 IPt l f . �. Kit Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 55372 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0 . 05 deg grid spacing Period Centroid Sa (sec) (g ) 0 . 2 0 . 060 ( Ss) 1 . 0 0 . 028 ( S1 ) Period Maximum Sa (sec) (g ) 0 . 2 0 . 061 ( Ss) 1 . 0 0 . 028 ( S1 ) Period Minimum Sa (sec) (g ) 0 . 2 0 . 060 ( Ss ) i C O� iv O k i Ago I N a.+ L On J r s, , L 00 c0 �Amr LOM rr i ? LL — e LLM AAA Ago _ — s f a _ S � a U — 7� t c 00 M t t � J /A SECTION 11248 — FERRIC CHLORIDE FEED SYSTEM PART 1 -- GENERAL 1 . 1 SUMMARY A. The CONTRACTOR shall furnish and install a complete ferric chloride system consisting of storage tank, pumping equipment for metering and feeding ferric chloride and related accessories . The chlorination system shall feed a solution into the discharge and the metering pumps shall be paced by the appropriate water flow meter signal . 1 . 2 RELATED WORK SPECIFIED ELSEWHERE A. Section 11240 - Chemical Feed System, General B . Section 15060 - Pipe and Pipe Fittings c C . Section 16950 - Instrumentation and Controls 1 . 3 SUBMITTALS A. As specified in Section 11240, Paragraph 1 . 4 . 1 A STARTUP AND TRAINING A. Equipment manufacturer/supplier shall provide startup and instruction as specified in Section 11240, Paragraph 1 . 5 . PART 2 -- PRODUCTS 2 . 1 SCHEDULE OF EQUIPMENT A. Metering pumps B . Accessories 2. 2 STORAGE TANK A. Provide one ( 1 ), 230 gallon bulk storage tank (approximate dimensions 38" dia. x 49" high) with molded 4" flange fittings at the bottom. Tank to be Poly Processing IMFO tank or equal . B . Material : Cross linked polyethylene. C . Provide removable top cover. D. Supply polyethylene containment as shown on the drawings . Containment to be supplied with FRP B . Pump manufacturer must provide pumps and accessories which are integral to pump operation and specified herein as a coordinated package, regardless of manufacturer. This includes pumps, gear reducers, motors, pulsation dampeners, leak detectors, control panels/drives and other such accessories specified under this section. Equipment specified herein that is not supplied by the pump manufacturer as an integrated package will be rejected. C . Manufacturer of hose pumps must have at least five operating installations in the United States the size specified and in the same service as specified for a period of at least 3 years. D . Pumps shall be as manufactured by Watson-MarlowBredel Pumps - Wilmington, MA, or equal . E . Hose shall be of the three layer elastomer with minimum static burst pressure of 1 ,090 psi and 53 -68 shore A durometer. Hose shall have an extruded inner layer, two layers of nylon reinforcement, and a Natural Rubber outer layer. Hose OD shall be machined to V 0 . 4 mm tolerance. Hose must meet these minimum requirements. Wetted layer shall be EPDM, Natural Rubber, or Buna-N as required for the service . F . Rotors shall be Cast Iron ASTM A48 Class 40 with two integrally cast shoes located 180E apart. Pumps using rollers are not acceptable . G . Housing shall be Cast Iron ASTM A48 Class 40 . H. Cover/Level Sensor shall be Polycarbonate with mounted float type high lubricant level sensor to detect leakage of pumped product into pump housing. Sensor shall be NC contact signal to sound remote alarm , motor power failure, etc. Manufacturer shall supply switch only. I . Pump shall have its own bearing flame with permanently grease lubricated antifriction bearings with an AFBMA L10 life rating of 10,000 hrs at max design conditions. J . Support Frame shall be 304 stainless steel with 304 Stainless Steel coupling guard. Provide motor and drive bolted to common baseplate . Provide holes in base for anchor bolts. K. Motor shall be permanent magnet DC motor, 1 HP max 120/ 1 /60 TEFC, NEMA C frame . Provide NEMA 4 enclosed SCR Drive with local start/stop/speed control and local/remote switch - 4-20mA speed control when in remote . Pump shall be capable of 20 : 1 turndown from max speed. L. Provide two (2) hoses per pump and two (2) hose lubricant refills per pump. M . Pump shall have an operating range as follows : P-FC- 1 & P-FC-2 Minimum Flow Rate ( h) 0. 25 Maximum Flow Rate (g h) 30 .00 Discharge Pressure (psi) 25 2 . 4 ACCESSORIES A. The ferric chloride feed system shall be furnished with the following accessories : PART 3 -- EXECUTION 3 . 1 INSTALLATION A. The CONTRACTOR shall install all equipment specified herein in accordance with the manufacturer's instructions and as shown on the plans to provide a complete operating system. B . The CONTRACTOR shall furnish and install piping from chemical feed room to point of application. C . Shelving for pumps shall be securely mounted on the wall with toggle bolts and shall be manufactured of polyethylene or other acid resistant material. 3 .2 PAINTING A. Equipment and piping shall receive coatings as specified in Section 09900 " Wastewater Treatment Facility Painting" . * * * * END OF SECTION * * * * ulbra1'1dsen Tecttr,ologies MATERIAL SAFETY DATA SHEET IDENTIFICATION SUBSTANCE : FERRIC CHLORIDE SOLUTION CAS #: 7705-08-0 MANUFACTURER : Gulbrandsen Technologies , Inc. 2 Main Street Clinton , NJ 08809 PRODUCT INFORMATION : (908 ) 735-5458 ' r TRANSPORTATION EMERGENCY REVISION DATE : 12101 /2002 (CHEMTREC) : (800 ) 424-9300 SUPERSEDES : 07/26/2002 INGREDIENTS INGREDIENT CAS # PERCENTAGE Water 7732- 18-5 55 - 75 Ferric chloride 7705-08-0 25 - 45 Ferrous chloride 7758-94-3 O - 3 Hydrochloric acid 7647-01 -0 O - 3 ALL INGREDIENTS ARE LISTED ON THE TSCA CHEMICAL SUBSTANCE INVENTORY SECTION 313 SUPPLIER NOTIFICATION : The hydrochloric acid mentioned above is subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right-To- Know Act of 1986 (40 CFR 372 ) . This notification must be included in all MSDS 's that are copied and distributed for this material . PHYSICAL DATA BOILING POINT: 1060C (2230F ) pH : < 1 MELTING POINT: - 120C ( 10oF) 40 % Soln . SOLUBILITY IN WATER : Complete SPECIFIC GRAVITY: 1 . 2 - 1 . 5 VAPOR PRESSURE : 40mm Hg @ 350C % VOLATILE : 55 - 75 (water) EVAPORATION RATE : N/F1 VAPOR DENSITY: Air= 1 , N/F ' MOLECULAR WEIGHT : 162 . 2 APPEARANCE : Orange- brown liouid ODOR : Sliahtly acrid REACTIVITY STABILITY: Stable DECOMPOSITION : Will not occur POLYMERIZATION : Will not occur INCOMPATIBILITY: Rapidly corrodes most metals (titanium is one exception ) ; may generate flammable , potentially explosive hydrogen gas . Avoid contact with nylon , aluminum/aluminum alloys , carbon steel , stainless steel , and copper/copper alloys . HEALTH HAZARDS EXPOSURE LIMITS : Not specifically regulated as toxic or hazardous by OSHA. The ACGIH TLV for soluble iron salts is 1 mg/m3 as Fe (8 hour time-weighted average) . TLV for hydrochloric acid is 7 . 5 mg/m3 (ceiling ) . Toxic effects in animals from repeated exposure by ingestion include reduced weight gain , elevated serum iron levels , increased red blood cell counts , and iron deposition in many organs . Tests in bacterial and mammalian cell cultures demonstrate no genetic damage . Animal tests demonstrate no carcinogenicity . Human health effects of overexposure by eye contact may include discoloration of eye tissues , eye irritation and discomfort , tearing and blurring of vision , or eye corrosion with corneal or conjunctival ulceration . Skin contact may cause skin irritation with discomfort or rash , skin burns , or ulceration . Ferric chloride has been infrequently associated with skin sensitization in humans . Overexposure by inhalation may result in irritation of the upper respiratory passages with coughing . Ingestion may cause corrosive damage to the GI tract. Repeated ingestion of sublethal doses may lead to excessive deposition in the tissues accompanied by pancreatic and liver damage . Ingestion in higher doses may lead to abnormal liver function with nausea or vomiting , reduced appetite , abdominal pain , lethargy, tarry stools , diarrhea , fast and weak pulse , hypertension , dehydration , acidosis , and coma . Temporary alteration of the heart's electrical activity may result in irregular pulse , palpitations , or inadequate circulation . If death does not occur immediately, symptoms may clear in a few hours but return within a day with cyanosis , pulmonary edema , shock, convulsions , acidosis , fever, and death . Individuals with pre-existing diseases of the liver may have increased susceptibility to the toxicity of repeated exposures . CARCINOGENICITY : None of the components of this material are listed as a carcinogen by IARC , NTP , OSHA, or ACGIH . FIRST AID EYE : Immediately flush eyes for 15 minutes with plenty of water. Call a physician . SKIN : Flush skin with water. Remove contaminated clothing ; wash before reuse . INHALATION : Remove to fresh air. If not breathing , give artificial respiration . If breathing is difficult , give oxygen . Call a physician . INGESTION : DO NOT INDUCE VOMITING . Give large quantities of water, then an antacid . Never give anything by mouth to an unconscious individual . Call a physician . PERSONAL PROTECTION Review safety precautions before proceeding with cleanup . Use appropriate personal protection equipment . Neutralize spill with lime (calcium hydroxide) , limestone (calcium carbonate) , or soda ash (sodium carbonate ) . CAUTION : limestone and soda ash will evolve CO2 ; ventilation should be provided in enclosed areas . Dike area around spill to prevent spreading , and use absorbent material to pick up spill . CERCLA REPORTABLE DISCHARGE : 1000 lbs . DISPOSAL : Under the Resource Conservation and Recovery Act ( RCRA) , it is the responsibility of the user to determine whether a substance should be classified as a hazardous waste at the time of disposal . This is due to the fact that product use , transformation , synthesis , mixtures , etc. may change the nature of the product. Dispose of waste in accordance with applicable federal , state , and local laws . SHIPPING INFORMATION DOT PROPER SHIPPING NAME : Ferric chloride solution E HAZARD CLASS : Class 8 UN/NA #: UN 2582 DOT LABELS : Corrosive DOT PLACARDS : Corrosive PACKAGING GROUP : III IMO PROPER SHIPPING NAME : Ferric chloride solution HAZARD CLASS : Corrosive material , 8 UN #: 2582 IMO LABEL : Corrosive PACKAGING GROUP : III REPORTABLE QUANTITY: 1000 lbs . SHIPPING CONTAINERS : Rubber-lined steel tank cars/trucks ; polyethylene drums , bottles STORAGE CONDITIONS : Keep containers closed TITLE III HAZARD CLASSIFICATIONS ACUTE : Yes CHRONIC : No FIRE : No REACTIVITY: No PRESSURE : No EXTREMELY HAZARDOUS SUBSTANCE : No NFPA/HMIS RATINGS CERCLA HAZARDOUS SUBSTANCE : Yes HEALTH : 3 TOXIC CHEMICAL : No FLAMMABILITY: 0 i Gulbrandsen Technologies, Inc. and its divisions , affiliates and subsidiaries ("Gulbrandsen ") believe that the information contained in each material safety data sheet (" MSDS" ) , technical data sheet ("TDS"), product information brochure and/or information contained herein (including data and statements) is accurate as of the date of publication . The MSDSs, TDSs , product information brochures , and information contained herein are referred to collectively as the " Data Sheets". It is the responsibility of the user to obtain and use the most recent version of the Data Sheets , Each Data Sheet relates only to the specific product designated therein and may not be valid where such product is used in combination with any other materials or in any process . Further, since the conditions and methods of use of the product and information are beyond the control of Gulbrandsen , Gulbrandsen expressly disclaims any and all liability as to any consequential damages or results obtained or arising from any use of the products or the information contained in the Data Sheets , NO WARRANTY OF MERCHANTABILITY, FITNESS FOR ANY PARTICULAR PURPOSE OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED, IS MADE AS CONCERNS THE DATA SHEETS OR THE RELATED PRODUCTS. No statement made in the Data Sheets or by any employee or agent of Gulbrandsen shall be construed as a permission or recommendation for the use of any product in a manner that might infringe existing patents . No employee, agent, distributor, or sales representative is authorized to vary the terms of the above paragraph , to make any statements , representations , or warranties inconsistent with the above paragraph , or to provide any information that is at variance with the above paragraph . All materials related to the product are subject in all respects to the above paragraph and to the extent that they are inconsistent with the above paragraph , the terms of the above paragraph shall control . ' N/F = None found ZN/A = Not applicable Precast Concrete Prefabricated i • Concrete , Page I of LocallyHUFFCUTT concRETE . mc NPCA Certified Plant owned ! I operated • ' 1 t Pattern Number, 15 02 Ashlar Stone Spec Formliners , Inc . Rock Sizes - 21 /2" to 9" Impressive on Concrete 1 -1 /4" depth, 3/8" to 11 /4" mortar joint GENERAL INFORMATION ATTACHMENT To FORMWORK — Liners are attached to the form using TEK screws through the face of the liner spaced 12" C- C. Optional form mounting T nuts embedded through the plywood backing is available for Elastospec panels. FORM RELEASE - Apply With IOW flow, wide angle, flat spray nozzle and wipe with a cloth to insure a complete even coat to the entire form liner surface. Do not over apply form release agent. Protect treated form liners from precipitation, dust, and debris. Do not apply to reinforcing steel. Most VOC compli- ant form releases are approved for all form Ends and sides are texture matched . liner materials. Panels can rotate, allowing random TECHNICAL SUPPORT — Contact Spec Formlin- pattern layout. ers, Inc. 888 429-9550 ThermoSpect"' ElastoSpec Lltetm Semi-Elastomeric ElastOSpectm 100% Solid Urethane SINGLE OR MULTI-USE PLASTIC MULTI-USE MATERAL BONDED TO 3/4" PLYWOOD Property HIPS ABS Property ASTM Rating Property ASTM Rating Tensile D638 3700 5300 Shore D D2240 65 Shore A D2240 50-55 IFlexurai D7905 9300 Tensile D412 3000 psi Tensile D638 800 psi Hardness D786 105 Elongation D412 300% Elongation D638 60040 Tear Strength D2370 23 MPa Tear Strength D624 200 pli Material Weights - lbs/ftz � ) . ( ! \ \ � } it \ } § : e - , 5 ) ® § d \ ; \ 0 4 ) i : , « of ~ z ; g } ) a ac \ \ k : £ \ : 2qe 0 ! § i MnLi \00 } � \ a } } - . 0 ( ! WOO Ow ZMW mWz W< M § y \ 0 / § § [ \ / $ / n : ) 222 § / \ § ) eeeaw { \ R [ z2 ® ® 7 » gK / . ) \ m \ o ƒ / ( \ } / ) ( , � } \ DEPARTMENT OF P R 10 R LA K E BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS NATURE OF WORK USE OF BUILDING PERMIT NO . vivo DATE ISSUED CONTRACTOR � � - sr PHONE NOTE : THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE FOOTING I1 FOUNDATION ( Prior to Backfill ) l�, 1 PLACE NO CONCRETE UNTIL ABOV, E HAS BEEN SIGNED ROUGH - INS FRAMING INSULATION ELECTRICAL PLUMBING HEATING ( if required) GAS LINE AIR TEST COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED FINALS GRADING ( Prior to Sodding) BUILDING ! ■ l� ATl1A � .: % RIPTION : ast 1 /2 of the Southeast Quarter (W 1 /2 SE 1 /4) except the South 83 feet of the West 83 feet thereof ; the Southeast of the Southeast Quarter (SE 1 /4 SE 1 /4) , all of Section 21 , Township 115 , Range 22 and that part of the West the South 1 /2 of the Southwest Quarter (W 3/4 S 1 /2 SW 1 /4) lying Southerly and Southerly of the Chicago , cee , St . Paul and Pacific Railrood , all in Section 22 , Township 115 , Range 22 , according to the United States ment Survey thereof and situate in Scott County, Minnesota . I part of the abandoned right — of — way of the Chicago , Milwaukee , St. Paul and Pacific Railroad lying in the West 3/4 of : uth 1 /2 of the Southwest Quarter of Section 22 , Township 115 , Range 22, the centerline of the tracks of said right of . ing shown in Scott County Recorders Document No . 178641 . .�t Property APPROVED APPROVED PL Ah1NING DEPT Building pate Signed Zoning 0 OILpates I - NORTHERLY RIGHT-OF-WAY LINE OF THE ' - CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD PER DOC, N0. 178641 34 \ so, , I s 34'09'W 551 .29 Q RAILROAD ' . - PACIFIC m p� 11 9i I I — — — — b N o N6829'47fE 642.62 - I _ I 588'29 47'W 1927.85 - - _ _ I � S 1 , CORCOR_ 0�� I SEC. 22. 7N4. 175, RGE, 22 I 1�4 C . S .A. H . RGE 22 N0 . 42 ( 140TH ST. NW) 115, (PUBLIC ROADWAY) 0 400 800 SHAK01 EE MDEWAKANTON SIOUX COMML CONSTRUCTION PLANS FOR NORTH RESIDENTIAL SANITARY SEWER CONSTRUCTIOI _crate pig°-yI Li�) 41g ' *w PRIOR LAKE , MINNESOTA atin , FORCEMAIN, SANITARY SEWER & LIFT STATION MAY, 2011 * -- BORROW SHEET INDEX 000000000 PLAN REVISIONS AREA1' DATE SHEET NUMBER APPROVED BY 7 SHEET NO . TITLE 7-20-2011 105, 1069 201 -209, 401 KEA 7-20-2011 3.01 -3.06, 6.11 ALB SECTION 1 : GENERAL 8-1 -2011 2.01 -206, 2.08 KEA - EASTVILLACE 1 .01 TITLE SHEET 8-15-20114,13 KEA uFrsTAnoN 1 .02 LEGEND OISPOSALAREA - _ _ 1 .03 - 1 .04 GENERAL PLAN LAYOUT 8-19-2011 4.01 - 4.13 KEA : F , �� 1 . 05 TABULATIONS 8-30-2011 4.11 , 4.13- 4.22 KEA �< 10 '� � � � 1 .06 - 1 . 11 CONSTRUCTION DETAILS - .._ _,. LUCKY SEVEN , r- - 111 rCHANNEL � PROPOSED _ SECTION 2 : NORTH CENTRAL LIFT STATION FOI oII `4 . NORTH CENTRAL S 2 . 01 - 2, 12 FORCEMAIN PLANS Jo LIFT STATION { ? CITY OF SHAKOF EE " ;S' - I _7 OF SHAKO_PEE CITY OF PRIOR E - C OF PRIOR c ti � SECTION 3 : EAST VILLAGE LIFT STATION FORCE AP - - 3.010--&3. 06 FORCEMAIN & GRAVITY SEWER o ,4 SECTION 4: NORTH CENTRAL LIFT STATION PLF CITY 4F PRIOR LAKE - a ° ,, i 4, 01 SITE PLAN o t 4, 02- 4.06 LEGEND & STANDARD DETAILS lRtJILD PLAN REVIEW I FIELD OFFICE C 4. 07 - 4.09 STRUCTURAL PLANS '�� - `� o �.� 4. 100--04. 12 ARCHITECTURAL PLANS 4. 13- 4, 14 MECHANICAL PLANS R 4, 15- 4. 22 ELECTRICAL PLANS TO f n bo '�-�j `r. ` SECTION 5: DAKOTAH PARKWAY LIFT STATION PRO�JEC�f -' 1 5 . 01 -5.03 LIFT STATION PLANS S AS NOTED . : - LOQ ATION ' { 3 ` ° �' ova � o //� �' J� SECTION 6: SWPPP & RESTORATION PLANS ! i RESUBMIT ^k = ` e UErlloffi&1�3 lo 6 . 01 - 6.03SWPPP A� ymMvo* 9" tee � f h. J o \� o o ;\ 6 . 04- 6. 13 RESTORATION PIANS C� 6 . 14 LUCKY SEVEN CHANNEL IMPRC bmmgsC 110Md i1 I4Ir11bw woo I _ a '`` oo Q IN 1 �t SECTION 7: TREE MANAGEMENT PLANS � o 1 7. 01 -7.06 TREE MANAGEMENT PLAN 1gWfTQN XM AT ALL TIMES. v _ 1 6 D ^wo _ i L SECTION 8 : TRAFFIC CONTROL PLANS !E[IRIi 8 , 01 -8.02 PRELIMINARY DIRECTIONAL DRII 0 1000 2000 $TAT10 4I v 8. 03 -8.06 TRAFFIC CONTROL PLANS PLANT SCHEDULE KEY COMMON NAME LATIN NAME TYPE SIZE SPACING PLANT TY MATURE SIZE 3" SCH, 80 PJC CONDUIT IN IN TREES \ A WHITE PINE PINUS STROBUS CONIFEROUS TREE 6' TALL PLAN B&B 1 50'-80'H X 20'-40'W I IN B RED PINE NORWAY PINE PINUS RESINOSA CONIFEROUS TREE 6' TALL PLAN B&B 3 30'-50'H X 301W 12" PJC C AUTUMN BLAZE MAPLE ACER X FREEMANII "JEFFERSRED" PP NO 48§IL DECIDUOUS TREE 2" CAL PLAN B&B 2 40-50'H X 30V a: D RIVER BIRCH-THREE TRUNK FORM BETULA NIGRA DECIDUOUS TREE B' CLUMP PLAN B&B 3 40-50'H X 3014 Big E AMERICAN BASSWOOD T1LIA AMERICANA 'REDMIDIV DECIDUOUS TREE 2" CAL PLAN B&B 2 40-60'H X 30-40'W � BL,v � - � _ =� ` - -='— .� lg � 2 4 '4 4 21022 I IOr r r / 4 _ �_ _ '_� E-SHAlW �:'- 1 Of O / / d it , ' ` \ - ` ' .51. ' :�-- _ • . \\ ' 11 � ` ` �� 6 � ' / 10 2/ / Z , , .y 9 C / / POWER ' POLES . ' 0" r �:: . r_ _ y \ `�� `,a \` ` � i„ r , / €� ' r r r r r - ��\ - --rte 0 1 �8 ` p fit I \ \ >� r rrr 1' .` M Nz TyFL,�pQQRARY V ` . �> z r GI M �Y1'AIER EED�G 55'R r 12• / \ GEL 1 � \ \ � � � _20t i PAL \ Ivrcun \\ \\\ _ POOWEgRR // / / II / \ \ \ i \ � � \ \ J / TREES TO BE PLANTED-REFER \ \\ , V� ,' 1 1� \ Q - / BITUMINOUS ® TO PLANT SCHEDULE \ \ r I / / I � ( x OEXISTING RED CEDAR TO BE PROTECTED \\ , , Fy0 ' � �,f REFER TO TREE MANAGEMENT \ r r / / / \ / I PLAN SHEET 7.02 ,' , / / i WETLAND 30`0 , / r FOR TREES TO BE REMOVED \\ ' � , r 11�) EDGEsc ' REFER TO TREE MANAGEMENT \ 1 - p I 1 / av 87 ) i PLAN SHEET 7.06 ), / L 8 TREE SYMBOLS REPRESENT MATURE CROWN OR SPREAD 0 \KS / 'ter �/ / 1, I / \ _ _888� � LANDSCAPE PLAN SALE FEET �o / ' e -\ - -B8 - k- _ \ � / / 1 12'x18' CONTROL BUILDING ,% / \ MANHOLE\ � ` / , FL. ELEV=889. 1 TOP=888.8 `�" ro as ' w GENERATO / \ CONCR�?E TEMP�IY�PRY PROTECT TREES WATER EDGE/ / co I WAT EDGE WETLAND 1 1 1 ALTERATION 1=885.00 R ONSMUCT S I I _ 1 � ` -a f 1 o \ �� 22 'Sj 12 f 1 >. TRA14 TO - .� ✓ .✓ SB 14 �O UFT SfATION D Y SECTION ,, TOP-888.79 - - - - -' V `" .y _r .�-^ X w $ 1=80.85 m D X. CYN RD q - Y�" . ..�% - - �i 18" DIP SPIVIER S1 a ' " �o - •� 9 MANHOLE FOR Rio FUTURE GRINDER 1® Z A TOP=888.79 1 O ( I' I I , / \ 1=873.52 S CULVERT 1 \ — 1=871 .00 N �, 1 1/ r . 1 / 1=88 �-y--- > FENc ORCFJN FUTURE I t I i I , i ITUMINOUS / \ U it 1I I1i� 11 I I ro i / 0 ACCESS \ 885 — MH © \ T- $� \\ I 1 I I / 8Q DRIVEWAY R=887.50 \ 8 \ 1 I I i ' 1 i 11 WETLAND ALTERATION TEMPORARY 1=873.65 E \\ SEE \\ 11 1 ( I I I 1 I=873.85 N \ r SHEET 3.01 lit itI i ; � i S EX. FIELD ROADE D WATER EDGE \\ , 'a. IN 1I �1co 12' PVC FORCEMAIN WETLAND IN '� \\ \ 1 1 I , 1 I I I �I I I I 'I I co SEE SHEET 2.09 NWL=884.3 /� 8 I 11Ii 111 it HWL ( 100 YR.)=885.69 \ \ 1 1111 ,' 1 „ 11 HWl (BACK TO BACK / \ \ `� \ li�111 . 1ii1 � 0 100YR STORMS)=586.29 \\ ` \\ _ - - - - - - - - - ' - - - - - - - - - - - - - UMPO ( 111111 n w �/�� WATEF R DGE - - - - - - - - - - - - - - - - - - - - - - - - - - 1 m 1 . 1 , u11I II ABBREVIATIONS A ACRE, ANGLE CRK CREEK FP FENCE POST LP LOW POINT, LIGHT POLE PROV PROVISIONS T AS ANCHOR BOLT CS CAUSTIC SODA, CAST STEEL, CURIE SPIRAL FPC FLEXIBLE PIPE COUPLING LOC LOCATION PRV PRESSURE REGULATING, T & 8 ABBR ABBREVIATION C,SAH, COUNTY STATE AID HIGHWAY FPM FEET PER MINUTE LT LEFT RELIEF, REDUCING VALVE T & G ABUT ABUTMENT CT CERAMIC TLE FPS FEET PER SECOND LWL LOW WATER LEVEL PS PRESSURE SWITCH TAN AC ACTIVATED CARBON, ASPHV.T CONCRETE CTR CENTER FR FRAME LWR LOWER PSF POUNDS PER SQUARE FOOT TB A/C AIR CONDITIONING CTSK COUNTERSINK FR FRONTAGE ROAD PSI POUNDS PER SQUARE INCH TOE ACOUS ACOUSTIC, ACOUSTICAL CTWD COTTONWOOD FS FAR SIDE, FLOOR SINK, FINISHED SURFACE, PSIA POUNDS PER SQUARE INCH ABSOLUTE TOM ACP ASPHALTIC CONCRETE PAVEMENT, CU COPPER, CUBIC FORGED STEEL, FROTH SPRAY, FORE SIGHT, M METER PSIG POUNDS PER SQUARE INCH GAUGE TC ASBESTOS CEMENT PIPE CU FT CUBIC FOOT FLAW SWITCH M MIDDLE ORDINATE (CIRCULAR CURVE), PT POINT, POINT OF TANGENCY TEL ADJ ADJUST, ADJACENT CU YD CUBIC YARD FT FEET, FOOT MAXIMUM OFFSET (VERTICAL CURVE) PTDF PRESSURE TREATED DOUGLAS FIR TEMP CONN AER AERATION CULT CULTIVATED FIELD FTG FTNG FOOTING MAG MAGNETIC PV PLUG VALVE T.F. AGG AGGREGATE CULV CULVERT FUT FUTURE MAN MANUAL PVC POLYVINYL CHLORIDE TFE AL ALUMINUM, ALUM Cy CUBIC YARD FWD FORWARD MAINT MAINTENANCE TH ALT ALTERNATE CYL CYUNDER MACH MACHINE THR'D ALUM ALUMINUM WAS MASONRY Q DISCHARGE CFS, TK AMB AMBIENT CA GAGE, GAUGE MATL MATERIAL WANT QUANTITY TOE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE DC DEGREE OF CURVE GAL GALLON MAX MAXIMUM TOPOG (FORMERLY ASA) DBLK DITCH BLOCK GALV GALVANIZED IRON MCC MOTOR CONTROL CENTER TP AN AMERICAN PETROLEUM INSTITUTE DAMP DAMPER GAR CAME MECH MECHANICAL R RADIUS, RISER, RANGE, ROCK, TR APP APPROACH DEP DEPARTURE GDE GRADE MEMB MEMBRANE RETURN, RATE OF SLOPE, RING TRANS APPD APPROVED DES DESIGN, DESIRABLE GEN GENERAL, GENERATOR MET METAL RAD RADIALLY TRANSV APPROX APPROXIMATE GET DETAIL GFA GROOVED FLANGE ADAPTOR MFR, MFGR MANUFACTURER RAG RETURN AIR GRILLE TS APR APRON OF DRINKING FOUNDATION GI GALVANIZED IRON MCD MILLION GALLONS PER DAY RAS RETURN ACTIVATED SLUDGE TTN ARC L ARCH LENGTH DG DOOR GRILLE, DITCH GRADE GLV GLOBE VALVE MH MANHOLE RC REINFORCED CONCRETE TV ARCH ARCHITECTURAL DI DUCTILE IRON GP CW POLE MI MALLEABLE IRON, MILE RCGP REINFORCED CONCRETE CULVERT PIPE TW ASA AMERICAN STANDARDS ASSOCIATION (NOW ANSI) DIA DIAMETER CPD GALLONS PER DAY MIN MINIMUM, MINUTE RCP REINFORCED CONCRETE PIPE TWP ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS DIAPH DIAPHRAGM GPH GALLONS PER HOUR MISC MISCELLANEOUS RD ROOF DRAIN, ROUND, OR ROAD TYP ASSY ASSEMBLY DIP DUCTILE IRON PIPE GPM GALLONS PER MINUTE MK MARK ROWD REDWOOD ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL DIST DISTANCE, DISTRICT OR GUARDRAIL ML MATCH UNE, MEDIAN UNE ROWY ROADWAY ATM ATMOSPHERE DN DIVISION GR GRAVEL MM MILLIMETER RECIRC RECIRCULATING UBG AVAR AIR VACUUM AND AIR RELEASE VALVE DISCH DISCHARGE GRAN GRANULAR MNDOT MINNESOTA DEPARTMENT OF TRANSPORTATION RECONST, RECONSTRUCT UC AWWA AMERICAN WATER WORKS ASSOCIATION DISP DISPENSER CRD GRADE, GROUND MO MOTOR OPERATED, MASONRY OPENING RED REDUCER, REDUCING UG AZ AZIMUTH ON DOWN, DECANT OR BRK GRADE BREAK, GRADE CHANGE MOD MODEL REF REFERENCE, REFER UGC DO DISSOLVED OXYGEN GV CATE VALVE MON MONUMENT REFR REFRIGERATOR UH DR DOOR, DRAIN GYP GYPSUM MPH MILES PER HOUR RF ROOF UL SAL BALANCE DRWY DRIVEWAY MS MOP SINK REG REGULATING UNADJ BC BEGIN CURVE, BOLT CIRCLE, DS DRENCH SHOWER AND EYE WASH MTC MECHANICAL—TYPE—COUPUNG REINF REINFORCE, REINFORCED UR BETWEEN CENTERS DWG DRAWING H2O WATER MTD MOUNTED REM REMOVE USGS BCR BEGIN CURVE RETURN DIFF DIFFUSER, DIFFERENTIAL H HAUL MTL MATERIAL RE—STL REINFORCING STEEL UW SO BOARD HB HOSE 8188 MTR MOTOR RET W RETAINING WALL BE BOX ELDER HDR HEADER REQ, REDD REQUIRED BEG BEGIN E EAST, RATE OF SUPERELEVATION, HEX HEXAGONAL REV REVISION V BET BETWEEN EXTERNAL DISTANCE Hg MERCURY N NORTH RM ROOM VAR BF BUND FLANGE EA EACH HI HEIGHT OF INSTRUMENT NAT NATURAL. ROW RIGHT OF WAY VB BFP BACK FLOW PREVENTER EBL EAST BOUND LANE HMS HOLLOW METAL STEL NEIL NORTH BOUND LANE RPM REVOLUTIONS PER MINUTE, VC BHP BRAKE HORSEPOWER EC END CURVE HO HOUSE NBS NATIONAL BUREAU OF STANDARDS REINFORCED PLASTIC MORTAR VCP BIT BITUMINOUS ECC ECCENTRIC H, HOR HORIZONTAL NC NORMALLY CLOSED RR RAILROAD VERT BLDG BUILDING ECR END CURB RETURN HORIZ HORIZONTAL NE NORTH EAST RT RIGHT VIT BLD FLG BUND FLANGE EF EACH FACE, EXHAUST FAN HP HORSEPOWER, HIGH PRESSURE NEMA NATIONAL ELECTRICAL MANUFACTURERS R/W RIGHT OF WAY VM BLK BLACK, BLOCK EFF EFFLUENT HR HEATING RETURN, HOUR ASSOCIATION RWL RAINWATER LEADER VOL BLKG BLOCKING EG EXHAUST GRILLE HT HEIGHT NEPA NATIONAL FIRE PROTECTION ASSOCIATION RY RAILWAY VTC BM BEAM, BENCH MARK EL ELEVATION HTG HEATING NF NEAR FACE VPC BO BLOW OFF ASSEMBLY ELEC ELECTRICAL, ELECTRONIC HTR HEATER NIC NOT IN CONTACT VNl BOD BIOCHEMICAL OXYGEN DEMAND ELEV ELEVATION H & V HEATING AND VENTILATION NO NUMBER, NORMALLY OPEN S SOUTH, SCUM, SINK, SECOND, SLOPE, SAND VPT SORR BORROW EMB EMBANKMENT HW HOT WATER, HIGH WATER NPS NOMINAL PIPE SIZE (FORMERLY I.P.S.) SA SAMPLE VTR SOT BOTTOM ENG ENGINE H.W. EL HIGH WATER ELEVATION NPT NATIONAL PIPE THREAD SALV SALVAGED BPV BACK PRESSURE VALVE ENGR ENGINEER H.W.L. HIGH WATER LEVEL NRS NON—RISING STEM SAN SANITARY OR BRIDGE, BASE OF RAIL ENT ENTRANCE HWL HIGH WATER LEVEL NS NEAR SIDE SAR STATE AID ROAD W BRG BEARING EQ EQUAL HWR HOT WATER RETURN NTS NOT TO SCALE SBL SOUTH BOUND LANE W/ B & S BELL AND SPIGOT EQUA EQUATION HWS HOT WATER SUPPLY NW NORMAL. WATER, NORTH WEST SC SPARE CHEMICAL, SECONDARY CLARIFIER WAS BS BACK SIGHT, BOTTOM SLOPE EQUIP EQUIPMENT HIND HANDWHEEL OPERATED N & 0 NEAR SIDE SCD SCREWED WBL BSMT BASEMENT ER EDGE OF ROAD HWY HIGHWAY SCFM STANDARD CUBIC FEET PER MINUTE INC BTM PL BOTTOM PLATE EST ESTIMATE HYD HYDRAULIC, HYDRANT SCH SCHEDULE WCO BTU BRITISH THERMAL UNIT EVAP EVAPORATOR OBLIT OBLITERATE SCHED SCHEDULE WD BV BUTTERFLY VALVE EVC END VERTICAL CURVE OC OVER CROSSING, ON CENTER SCP SECTIONAL CONCRETE PIPE WOW BVC BEGIN VERTICAL CURVE EW EACH WAY, EYE WASH IBC INTERNATIONAL BUILDING CODE 0,C.E.W. ON CENTER EACH WAY SCPA SECTIONAL CONCRETE PIPE ARCH W'MN BWV BACK WATER VALVE EXC EXCAVATION IC INTERIOR ANGLE OF CURVE OD OUTSIDE DIAMETER SD SERVICE DRIVE W/O EXH EXHAUST ID INSIDE DIAMETER OF OVERFLOW, OUTSIDE FACE SDR STORM DRAINS WS EX—HY EXTRA HEAVY IF INSIDE FACE ON OVERHEAD SE SOUTHEAST WSTP G CENTIGRADE, CURVE, CUT EXIST EXISTING IN INTERSTATE HIGHWAY OPER OPERATOR, OPERATING SEC SECONDARY WT CAB CABINET EXP EXPANSION IN INCH OPNG OPENING SECT SECTION WWM CAP CAPACITY EXP JT EXPANSION JOINT INCL INCLUDE OS & Y OUTSIDE SCREW AND YOKE SER SERIES CAR COUNTY AID ROAD EXT EXTERIOR, EXTENSION [NFL INFLUENT OUT OUTLET SER SETTLING GB CATCH BASIN, CHALK BOARD INFO INFORMATION OWG OIL, WATER, GAS SF STORY FRAME X—OVER CC CENTER TO CENTER INL INLET OZ OUNCE SFCE SURFACE X—RD CD CEILING DIFFUSER F FAHRENHEIT, FINISH INP IN PLACE S—G SAND AND GRAVEL XS CEM CEMETERY, CEMENT FA FEDERAL AID INSL INSULATION, INSULATED SH SHOWER XSECT CFH CUBIC FELT PER HOUR FASR FABRICATION, FABRICATE, FABRICATED INSUL INSULATION P POLE, PAGE, PLACE SHAD SHOULDER CFM CUBIC FEET PER MINUTE FAI FRESH AIR INTAKE INST INSTALL PAVMT PAVEMENT SHT SHEET CFS CUBIC FEET PER SECOND FAI FEDERAL AID INTERSTATE INSTR INSTRUMENT PC PRIMARY CLARIFIER, PORTLAND CEMENT SIM SIMILAR YD C & G CURB AND GUTTER FAP FEDERAL AID PRIMARY INV INVERT ELEVATION POINT OF CURVATURE SL SLUDGE, SLOPE YH CHAN CHANNEL FAS FEDERAL. AID SECONDARY IP IRON PIPE PCC POINT OF COMPOUND CURVE SO SOUTH CHEM CHEMICAL FAV FEDERAL AID URBAN IPS IRON PIPE SIZE PCOTG PRESSURE CLEANOUT TO GRADE SO VALVE SHUT OFF VALVE CHG CHANGE FS FLAT BAR, FLOOR BEAM, FIELD BOOK IRRG IRRIGATION PE PLANT EFFLUENT, POLYELECTROLYTE, POLYMER SP STATIC PRESSURE CHK V CHECK VALVE FCO FLOOR CLEANOUT PE PROJECT ENGINEER, PROFESSIONAL ENGINEER, SPEC SPECIFICATION CHXD PL CHECKERED PLATE FD FLOOR DRAIN POLYETHYLENE SPEC'D SPECIFIED CL CAST IRON FDN FOUNDATION JAN JANITOR PERF PERFORATED SPK SPIKE CIP CAST IRON PIPE FOR FEEDER JOT JUNCTION PERMISS PERMISSIBLE SQ SQUARE CL CHLORINE GAS, CHLORINATOR, CHAIN UNK, FE FIRE EXTINGUISHER, FINAL EFFLUENT, J & A JACK AND AUGER PER PERIM PERIMETER SOYD SQUARE YARD CLEARANCE, CENTERUNE FLOW ELEMENT JNT, JT JOINT PG PRESSURE GAGE SS SANITARY SEWER, STAINLESS STEEL, CLG,CLNG CEILING FE COR FENCE CORNER JSTS JOISTS pH HYDROGEN ION CONCENTRATION SERVICE SINK CLR CLEAR FED FEDERAL PI PLANT INFLUENT, POINT OF INTERSECTION, SSU SECONDS SAYBOLT UNIVERSAL CM CENTIMETER FF FLAT FACE, FAR FACE, FINISHED FLOOR PRESSURE INDICATOR ST STREET, STONE, STEEL, STUCCO, STATE CML & C CEMENT MORTAR LINED AND COATED F TO F FACE TO FACE KG KILOGRAM PL PLATE, PROPERTY UNE, PLACE STA STATION cyan MRRUGATrD METAL PIPE FG FINISHED GRADE KM KILOMETER PLAS PLASTER, PLASTIC STC SLEEVE—TYPE COUPLING PIPING & FITTINGS INSTRUMENT IDENTIFICATION LETTERS PIPING SCHEDULE PIPE DESIGN PIPING SYSTEM —IAC Air Cock FEH Sediment Trop FIRST LETTER SUCCEEDING LETTERS rIMMIAMM FLUID PDT NO, PIPE MATERIAL MEASURED OR READOUT OR BP Bookflow Preventer OSS Service Sink INITIATING PASSIVE OUTPUT A Aeration 1 pow (oar Specified) for pots t2l VARIABLE MODIFIER FUNCTION FUNCTION MODIFIER —�) Blind Flange ® SH Shower A Analysis Alarm CA Compressed AM Ductile 01151 (Flanged Bumer Flume Co Drip Trap I--C-4 Sight Flow Indicates C Conductivity Chlorine Joints os Indicateor d pose al O° Indica } Exhaust to Atmosphere (Insole) Sol er Waste (Above Grade) Electrical Control CS Chlortne Solution im Threaded Flanied) for D Density oss reodad Flmge Exhwet to Atmosphere (Outside) m Sol or Waste (Below Grade) OreraSDeclflc Differential OG Digester Coe vIt 2 CarbonStmdord Weight 3-Inch c E Voltage EM Prknay DS Digester Siu • Carbon Steei, MOIItabN Flame Trop --SII-- Union Qanent ASTM A120, Block Balled, owo • v FC Ferric Chloride and ASTM rg H�FCH Flan° Cel Urinal Fraction -t}- Flanged Coupling Adapter (F.C.A,) Volws G --G"—W9 eelonol LlndlowaLte CW Crit Washing Stool er H Hone Manually CS Crit oration iron oe I Flexible Hose C$ Angle Vdw hl H 3 Stenderd Weieel, 3—Inch r HW Not Water Malleable 0 eF.D. Floor Drain - Size 1611 Ball Vol" I Electrical Corton Steei,J P veer ScanUt L Retum ASTM A120, Cdvanlzad Banded, Harnessed Sieve Coupling (H,SC.) Coot IM 2 Ir Sleeve Coupling (S,Q) Butterfly Volw K SScheAienl^e SStotion NC Natural Goa Coups9-4119 Hose Bb N Check Vd" L evel w M Moisture cr Middle ar NP Non-Potable Water 4 Copper, ASTM 888 Wrought 034 Diaphragm Valve Humwnt intermediote NR Noxlc Return Buried Service - Type Solder J -C+Qs I -1/Y Hose Cote H K, Soft Temper Exposed 150 pal --•— Hot Water Recirwlatbn (H.W.R.) D4 Cob Vol" O �°(Restriction) P Polymer Hord ypo G EIL Lavatory Globe Vain Integrate ar o Test) Connection PD Plant Drain Q Quonllty or Integrob er 5 PollroiSchedule Chloride, Socket E —�M — Neter D4a Hose Cote Volw T I M PP Process Piping Schedule 60, Normal Socket S N.C. Normally posed Mud Ydw Rodlonctivily Recinord er PS Prim Sud Impost ASTM 01785 ASTM 02 5 er 8 Fiberglass P) AST pd or Mo Rr N.O. Normally Open � Knife Gate Vol" Frequency PW Potable Water (FRP)Switch Plast FRP ASTM or Malde — A'FR Orifice Needle Vdw T Temperature T II in 02996 200 F I R Recirculation y aweity Valve, RAS Retum Aotiwt•d Stud e 7 Unsor Low Density Poly— compree Pipe & Joint Designations pZJ Ptah Vain Damper or ethylene Tubing, Vacuum Weld I Louver Bels alt Splgot Joint Plug Vol" W Weight or S Sample Schedule Installed P Inside Y Force wall Schedule 80 PVC Pipe Cold water Pressure Regulating Ydw Scum —. Y Relay a 8 Carat Iron Sol ANSI Coat Ira Flanged Adapter APPT Prenure/Temparature Relief Vdw SD Snit Drain A112.5.f, Service Spigot 1 Z Position Drive, Weight, r and Spigot o Flanged Joint Fitting Relief or Softs Valve Actuate err SN Supernatant Spigot er HWleea t 7 Undoeew Sludge R Hot Water Shear, Slide, Sluice or Find ContContra! SR far ua xlrwbtlon 9 farm (are Specified) pose 12 Slop Gob Element SS Seconder S A21,�%AWWA ANSI ANSI Mechanic Mechanical Joint Fitting 10 3—Way Plug Volvo (2—Port) Bell and Spigot r\/' ST Saud Transfer Wall Pipe 10 3—woy Plug Vol" (3—Port) INSTRUMENT IDENTIFICATION to PolyviSwear yl Pipe, Belle Pdyw,yt r`/' UW VUllt water on-Potable Pimt Wota Sower ifCBid and Spigot, i Wall SleeveSpigot ASTM D-3034 tW 3-Woy Vol" Identiflcalbn Letter (Sou Table) WAS Waste Activated Sludge 11 Standard Weight Steele Standen - c Quick Disconnect Coupling wrf Waste Water 03—Way Plug Vol" (4—Port) FE (10 Ml Polyethyler esse Steel Ah' -0— Reducer 21 PVC Cooted O Exterior) J - -V-- Vent Removable cap EQUIPMENT SCHEDULE tz Polyvinyl Chloride Pressure pan r. VTR Vent Through Roof Pipe ASTM 02241 with AWWA C Removable Plug --FW.H. Wall Hydrant Instrument Number DESIGNATION EQUIPMENT TYPE Bell d: Spigot Endes Wall Joints a -RD- Roof Drain (Above Grods) thickness as Specified W.C. Water Closet F Fon 13 Polypropylene, ASTM 02146 Polyprop --RD- - Roof Drain (Below Grade) Schedule 40 with Heat Type wit 0 W.H. Water Hooter Fused Joints 04�R.0. Roof Drain - Size ME Mlaesilonaoue Equipment —p Welded Cap14 Stainless Stool AISI Type Stalninr O -SH Rupture Disc P Pump 304, ASTM A312 Schedule 816.9 a Yard Hydrant LocallyMounted Mounted On 5S 150 ib F Y-Type Strainer Instnment Board S Special 15 Welded Steel, AWWA C200 ASTM A. with SpeciOed Wali Butt-we Thldknon, Epoxy/Cement Lager Is HEATING, VENTILATING & AIR CONDITIONING SO Stop Gate, oheergo t0. duke gots, Mortar Linea for Potable CM Ta VALVE OPERATORS alae gate, flop gots Water Service Adjustable Extracting Device RA Return AYO Cy+indere UH Unit Heater SECTION AND DETAIL T—r.',—r Adjustable Splitter Damper Return or Exhaust Air Duct Section Bao Bottom of Duct Rte In Respect to Air Flow cw chainwhool V Vain (Valves 4• Diomater war SECTION IDENTiFI Larger Included in Schedule ® SECTION NUMBBERERCooling Col QO Round Diffuser O Diaphragm (1) SECTION OUT ON W G M-1 AS: Darnper 12 0 Round Duct Dimension O Electric z { Drop in Respect to Air Flow Skkwdi RA Re EA Grille er RegisterO Float EQUIPMENT IDENTIFICATION M z EA Exhaust Air T SkNwder W19l SA Register le O r (2) ON SEC710H NUMBERAWING M�Z S SECTION IS 10ENll F Fon Splitter Dumper (Adjustable) Hydraulic) I Ep1lpm•nt Number 2 SECTOF Ml7 Flexible Duct Connection O❑ Square or Rectangular Diffuser Q Handwheei ME - DS - 2 M-1 ® Heating cafi Round, Rectangular sillon "r lnr to (� Le ��-- Piping System Round hr DETAIL IDENTIFIC HWR Hot Water Retum SA Supply Air O Motor Schodule Identlflcction (1) DETAIL CALL OUT ON DRAWING M-2 AS Hwy Hot water Supply eqp ® Supply w Outside Air Duct Section O Pneumatic DETAIL NUMBER Linear err Slot Diffuser g«a Tee With Tuming Vanes O Solenoid PIPE IDENTIFICATION NOTE: SLOPE AND WDTH AS SHOWN BEARING ON PLANS OR AS DIRECTED. MEA IQQ 75X OF TEE ( 11CAL) 75X 75X 75X NOTE: NUMBERS IN ° I I a° ° I PARENTHESISa°° a ° °° INDICATE MnDOT ° ° 44 SPEC REFERENCE ° a < ° NOTE: TACK ALL CONCRETE EDGES j PRIOR TO BITUMINOUS CONSTRUCTION __ c-. . . . . _ _ 75X 759 OF TEE - (TYPICAL) _ _ _ '.i:�;'. ,.ti^`af. "`t,wv.•:z;:: �;,:_5>:!.".^: I: i::j�i yH r � .F:. '= �.: : .r••ssr 4. i:ti_ �"a'��- �^�; L :" ^ �': ::~ ,`l'�i -`a-•" .5. :. .ice -``c' ':3` .. , S. L , PLANS 1 1 /2" BITUMINOUS WEARING COURSE (2331 ) UNDISTURBED BITUMINOUS TACK COAT (2757) L'x AGGREGATEhCL5 °a EARTH (TYP) ° °a ° ° e 1 1 /2" BITUMINOUS BINDER COURSE (2331) iDOR ° O ° ° e a°° e° OF TEE t00X ° °ae ° 15" AGGREGATE BASE CLASS 5 (2211 ) 1009 OF ° 6" SUBGRADE PREPARATION 90' ELBOW 75X PLUC OR CAP PLUG OR CAP 2 BITUMINOUS ROADWAY SECTION 3 GRAVEL ROADWAY PATCH SECTION 4 GRM LENGTH S/8" TIE ROD ((TYP) NO SCALE NO SCALE X NO SCAL 18" 5X MAXIMUM X X DEFLECTION �u- <e NOTE: SLOPE AND WDTH AS SHOWN NOTE: SLOPE TRENCHES MAX. PIIPE O D. +24" ae ON PLANS OR AS DIRECTED. OR USE SHEETING AS NOTE: SLOPE TRE PLACE PREFORMED EXPANSION REQUIRED BY FEDERAL TRENC RANDOM BACKFILL OR USE SHEETING 100X BY FEDE 50% 509 50X 509 JOINT MATERIAL ALONG ALL SAFETY STANDARDS COMPACT TO 95X REQUIRED SAFETY STANDARD CURVE THRUST BLOCKING BUILDINGS AND CONC. STRUCTURES OF STANDARD II PROCTOR DENSITY WEIGHT OF CONCRETE CARDBOARD . . . ? TO RESIST 1009 OF SEPARATOR \� �� , ° ' � �. _ " . . 'y ` •' : GRANULAR GRANULAR TOTAL THRUST 2 - /5 BARS Jt 3/8" DE RODS " •� \ �\ ENCASEMENT iv ENCASEMENT t. +`:-i .<..: .::,:t. ; .�;=: _^:`. AS SPECIFIED AS SPECIFIED • ° ° ° ° ° 0044 1009 `LL \��\�� ` ° PROVIDE BELL HOLECT GRANULAR BEDDING ° 0p VALVE 4" CONC. WALK AT EACH JOINT AS SPECIFIED 1009 OF TEE IF SHOWN VERTICAL BEND VALVE ON PLAN DEAD END 3" AGGREGATE BASE, CL. 5 GRANULAR BEDDI AS SPECIFIED - 0.6 O.D. SIDE THRUST PER 100 Ib. /SQ.IN. PRESSURE PER DEGREE OF DEFLECTION 5 CONCRETE WALK SECTION 6 TRENCH DETAIL DUCTILE IRON PIPE 7 TREN PIPE SIZE SIDE THRUST-Ib. PIPE SIZE ISIDE THRUST-Ib. X NO SCALE X SCALE: 1 "=1 '-0" \XXV SCALE: 4 35 14 377 6 72 16 486 8 122 18 665 10 197 20 790 CAST IRON MANHOLE 12 278 24 1150 FRAME AND UD TO BE MULTIPLY THRUST BY DEGREE OF DEFLECTION NEENAH R-1733 OR EQUAL TO OBTAIN TOTAL THRUST NOTE: 4*0 FIGURE (1007) AT THRUST BLOCK STANDARD COLUMN FILLED INDICATES PER CENT OF TOTAL THRUST CONCRETE MANHOLE COe TO BE APPLIED FOR BEARING AREA, ADJUSTING RINGS WITH CONCRETE n AIR/VACUUM RELIEF GRADE 100% BEARING AREA (SQ. FT) NOTE: VALVE TO BE VAL-MATIC ARROWS () INDICATE THRUST DIRECTION. 302 BWA OR EQUAL CLEAR WATER PIPE DEAD END 90' 1 45' 122 1 /2' INLET VALVE SIZE OR TEE ELBOW I ELBOW I ELBOW NOTE: 4 2.4 3.4 1 .9 0.9 CONCRETE FOR THRUST BLOCKS TO BE 2DOD P.S.I. 48" DIA. PRECAST SHUT OFF VALVE 6 4.9 6.9 3.8 1 .9 MANHOLE 8 8,4 11.8 1 6.4 1 3.4 NOTES` TAPPING SADDLE 1. RESTRAINING RODS ARE REQUIRED AT ALL IF NEEDED CONCRETE 10 117 19.3 10.5 1 5.4 TEES AND AT BENDS DEFLECTING 22 1 /2' OR MORE. " iol WALL ° • n IjOR FLOOR e : :a °` ea . ° . ° • d TAPPED ' e 6" MIN. OR AS SHOWN TAPPED TAPPED FOR STUDS ° a• y • ' - ON DRAWINGS, TYPICAL FOR STUDS FOR STUDS ° a - DUCTILE IRON - WALL PIPE Jill 4 . GASKET a •-� '•, : :! ' • - < • '�- . ° TAPPED TAPPED ;trTAPPED - FOR STUDS TAPPED FOR S7UD5 - ° 'aa FOR STUDS - �• !•' % FLANGES OR ENDS TO FOR STUDS - ° ' d a - , - • a . SUIT MECHANICAL c . •o °.- < : • ° d TYPE COUPLINGS - -- - : d ° O ° "VV O EXTERIOR WALLS (GRADE ONE SIDE) 1 DUCTILE IRON WALL PIPE 2 M , J, - M . J. WALL PIPE DETAIL 3 F- M . J. WALL PIPE DETAIL K4 M . J. - M " J. WALL PIPE DETAIL 5 F X SCALE: t "=i '-O" X) SCALE: 1 1 /2"=1 '-0" X SCALE: t 1 /2"=1 '-O• VXV SCALE: 1 1/2"= t'-0" X SCALE: 'Z' FITTING UNISTRUT ND. P-5545 STE0. PIPE ONLY POWER-STRUT NO. PS-2601, 'U' BOLT PIPE SUPPORT ADJUSTABLE LINED 3/16 (FOR PVC PLATE, USE OR EQUAL, TYPICAL GRINNELL FIG. 259, RUBBER SEAL FUSION OR SOLVENT WELD) MAXIMUM DISTANCE BETWEEN CONCRETE INSERT, ELCEN FIG. 49, OR EQUAL PIPE THROUGH PIPE SLEEVE, SCHEDULE 8D GRIRODS = 4'-0" GALVANIZED. GALVANIZED FRAMING SUPPORT, WALL OR FLOOR PVC OR 1 /4" THICK (MIN) ELCEN Fl FlG. OR POWEUNISTRUT SERIES IESSOQ STEEL PLATE GALVANIZE EQUTA FlG. 65 OR POWER-STRUT SERIES PS-150 AFTER FABRICATION (TYP) EQUAL, TYPICAL OR EQUAL E 5'-0" O.C. MAX., 4MK� l BLE PIPE I UNLESS OTHERWISE SHOWN , GRINNELL ON DRAWINGS FIG* , ELCEN FlG. SANG GALVANIZED 1 /4" THICK PLATE WALL HANGER ROD, TYPICAL PIPE CLAMPS UNISTRUT SERIES QUAL FLANGE, SAME MATERIAL P-1100, POWER-STRUT SERIES AS SLEEVE (TYPICAL) 5 I PS-1100, OR EQUAL WHEN USED THREADED 'U' BOLT, GRINNELL w WITH PVC OR FIBERGLASS PIPE, IN IZED UCING NGE, M METHOD "A" FIG, 137, ELCEN PROVIDE STEEL SHIELD AROUND STEEL PIPE ONLY PIPE AT CLAMP, WITH LOOSE FIT, K 3/16 FOR PVC PLATE, USE �44 EQUAL. TYPICAL COPPER TUBES TO HAVE 2" " MINIMUM CAULK WITH FUSION OR SOLVENT WELD) Tf�' STRIP OF RUBBER FABRIC. BACKER PIPE THROUGH GALVANIZED NUT I WHERE LENGTH EXCEEDS 3'-0", WALL OR FLOOR NOTE: TAND YPICAL PROVIDE INTERMEDIATE SUPPORT3" MINIMUM _ t " MIN. CLEARANCE, TYP. _ WHEN USED WITH PVC OR AT MAX. 3'-0" O.C. UNISTRUT FIBERGLASS PIPE, PRONDE [4x6.25, LENGTH TO SUIT. I N0, P-5547, POWER-STRUT MK-2 STEEL SHIELD AROUND PIPE GALVANIZE AFTER FABRICATION. N0. PS-2648, OR EQUALFILL WITH POLYURETHANE IZED ANCHOR BOLT 5/8" MIN. TYP SEALANT, TYP BOTH ENDS AT 'U' BOLT, WITH LOOSE FIT SPACE AT 5'-0. O.C. MAX. OR SELF-DRIUJNG CONCRETE BOTH ENDS _ II _ WRAP COPPER TUBES WITH UNLESS OTHERWISE SHOWN 3/4" GALVANIZED BOLTS ANCHOR WITH SND AND CONCRETE 2" STRIP OF RUBBER FABRIC. ON DRAWINGS IN SELF-DRILLING CONCRETE TWO NOTE: (2) NUTS EACH, SIZE TO SUIT THESE SLEEVED PIPE ANCHORS, TYPICAL DETAILS ARE TO BE USED FACE OF WALL OR CEILING FLANGE TYP OF 4 AT 90D METHOD "B" IN DRY WALLS ONLY 6 SLEEVED PIPE OPENING 3" & SMALLERqX TRAPEZE PIPE HANGER 8 FLUSH MOUNTED PIPE SUPPORT 9 ADJUSTABLE PIPE SUPPORT 10 PIPE X SCALE: 1 '=1 '-0" SCALE: 3/4"=1 '-O" X SCALE: 1"= 1'-0" X� SCALE: 1 1/2"=1 '-0" X SCALE: FOR HANGER RODS 7/8"0 PRESSURE GAUGE OR FOR HANGER RODS AND LARGER AND MIN. PRESSURE SWITCH 13 34 0 AND SMALLER 8 THICK CONCRETE CASTIRON TAPPING 2" BRONZE BODY BALL VALVE UNIVERSAL CONCRETE 4" So 1 /2w PLATE SADDLE W/ S.S. BALL AND STEM, INSERT IG, 6NNELI FIG* WELD G, 282, SCHEDULE ELCEN FIG, 5, OR EQUAL CONNECTION FOR 60 PVC 5 n LOCK-NUT AND WASHER N DIAPHRAGM SEAL WITH OIL FILL STAINLESS STEEL DIAPHRAGM 1 /4" SCH. 80 STAINLESS AND LOWER HOUSING, AMETEK- STEEL NIPPLE LINKED EYE ROD a U.S. GAUGE, TYPE SG., 1 /4" STAINLESS ASHCROFT, TYPE 101, STEEL BALL VALVE ADJUSTABLE CLEVIS FOR STEEL OR EQUAL ( I I PIPE, GRINNELL FIG. 260, _ ELCEN FIG. 12 OR EQUAL o BRONZE 1 " SCH. 60 STAINLESS f BALL VALVE _ ADJUSTABLE CLEVIS FOR CAST STEEL NIPPLES 1 - 1 /2'0 SCH. 80 ALUMINUM POST. 1 - 1 /2"b SCH. 60 ALUMINUM POST, 8" MINIMUM WEU) BOTH SIDES TO PLATE, 1 - 11/2"b SCH. 80 ALUMINUM POST. 7" MINIMUM WELD BOTH SIDES TO PLATE. TYPICAL ALL POSTS. 9•00"x1 /2' ALUM. PLATE B" MINIMUM WELD BOTH SIDES TO PLATE. TYPICAL ALL POSTS• or TOP OF KICK PLATE BOLTED TO WALL WITH 1/2"b TYPICAL ALL POSTS, KICK PLATE 4 STRUCTURE 1 1/2"0 S.S. KWIK BOLTS, 3 1 /2" MIN. 5" TOP OF 1 /4' ALUM. ALUMINUM 4" HIGH ALUM. KICK EMBEDMENT. 2 REQUIRED STRUCTURE PLATE RAILING POST PLATE WELDED TO AT EACH CORNER PLATE. Wt RAILING POST ; . 6- //2"x10"x1 /2" ALUM. PLATE -aa .' : BOLTED TO WALL WITH 1 2"b ' 8"XIO"X3/8" ALUM. • 44 , \ N �: : •. , - S.S. KWIK BOLTS. 3 1X" MIN. jAss PLATE BOLTED TO 10 "04 4- 1 /2"b SS / • ' AT BEACH ORNER PI,4TEW � �WALL OR SLAB W m a ' . . : `� � � o g4 CONTINUOI 1 /2"b S.S. KWIK � ` - - •- - % :• ' .>• to BOLT. 3 1 /2" MIN. i_n KWIK BOLTS. °_ - 6- 1 /2"x10"xi/2" ALUM. PLATE .,., r+ • . - , •�,_ '^ L _ 3- 1 /2" MIN. n 2 1/4"b N.P: BOLTED TO WALL WITH TS 3 1 2"b ti, 1 - 1/2" 5" 2- 1 /2' EMBEDMENT. 4 — // REQUIRED AT 1 - 1 /2' S" 1 -1 /2SCHEDULE 4C ' EMBEDMENT. $ e - . EMBEDMENT.S.S. KWIK OL2 REQURED MIN `; _ ALUMINUM SL EACH PLATE 8. AT EACH CORNER PLATE. �•: i 9" LINE ANCHORING CORNER ANCHORING NOTE: 1 RAILING ANCHORING DETAILS ALL ALUMINUM IN CONTACT WITH 2 RAILI CONCRETE OR DISSIMILAR METAL TO X� SCALE: 1 1 /2•= 1 '_p• BE COATED WITH BITUMINOUS PAINT X SCALE: PUMP BASE 2"b N.P.S. SUBMERSIBLE 1 1 /2w0 = SUMP PUMPS PIPE SCHEDULE 80 ALUMINUM POST Z SEAL ALL PAD DIMENSIONS AS REQUIRED BY w I{5 O 12' O.C. 7o OPENINGS 1 1/2"0 N,P.S. THRU COVER MANUFACTURER'S SHOP DRAWINGS � ° � SCHEDULE BO `o ° d ' ALUMINUM a + - /5 DOWEL 8'-0" O.C. MAX. ANCHOR BOLTS PER EQUIPMENT - - W/ 6' HOOK RAILING MANUFACTURER'S RECOMMENDATIONS a TYP. 4 CORNERS TOP RAIL 3" (Type) EQUIPMENT BASE 3" (TYP.) PLAN1 " CHAMFER CENTER RAIL 4AS OLED EDGES Typ, I � 4' HIGH KICK PLATE F100R I(5 O 12" O.C. REQ'D. 2 :) it d � � � E5 DOWEL r.;,1 ' :; ;zc' . i: . r.? f ` t.`- ,ti ':' i:. .?.; ;" �<;;'�,: .;`:j'' ;:• 8" I EACH WAY DOC* 3a ° _ . W/ 6" HOOK - .: t' : t -.• :: .•.• ALUMINUM SUMP � I I - CONC, FLOOR 2 RAIL GUARDRAIL W/ KICK PLATE COVER WITH GASKET 6" MIN. TIE TO BOTTOM STEEL SECTION OR GONG. SLAB PLAN 3 CONCRETE EQUIPMENT BASE 4 CONCRETE PUMP BASE 5 RAILING DETAILS IN PROCESS AREAS 6 DRAINAGE SUMP WITH PUMP X SCALE: 1 /2'=1 '-0" X SCALE: 1 /4"=i '-O" X SCALE: 3/8"=i'-0• X SCALE: 3/4"=i '-0" MOUNT CURB ON BLOCKING SO BOTTOM IS LEVEL WITH TOP 41, OF ROOF INSULATION FIBERGLASS INSUL. GLUED 6" WELDED STEEL TO INSIDE OF PIPING BOX REMOVABLE WATERTIGHT TOP #24 MESH STAINLESS STEEL FASTEN WITH S.S. BOLTS SCREEN W/ STAINLESS STEEL FASTENING BAND AND BOLTS r 16 GA. GALVANIZED IRON 12" c LENGTH OF INSULATION xo PIPING BOX - WELDED MELDED Tv ON ALL PIPING AND a SEEPAGE RING CONDUIT SEALED SPONGE RUBBER GASKET CWITHON THIOKOL STRUCTURAL NOTES GENERAL REINFORCING STEEL PRECAST AND PRESTRESSED CONCRETE UNITS 1 . NOTES k9 GEMS ON THE STRUDRAL DRAA'NCS TAKE PR£CEDEME 01£R THESE STANDW 1. CONCRETE WORK Stall C014FORU TO ALL REOUiD.Vt"T. RS OF AGI 301 (LATEST EIXRC{1) 1. THE DESIGN OF All PRECAST MD PRESTRESSED COI4RETE UNRS SHALL WNFORU i0 AC.I. STRUCTURAL ROTES 'SPEC41CATOHiS FOR STRUCTURAL CONCRETE FOR 6UlD)YS", EXCEPT AS UN M BY THESE 31& 2. AFL MATERIAL AID WORKLNN9EP W41 WIFORV TO THE REWFEVUTS OF THE FOLLOARG NOTES 2. aWl COMPLETE SOP CRAA'dNCS FOR NFROAAL, SHOA IS THE ERECT" PURI, AL CODES, SFECFMATONS, ARD AFSKN VMIA. (tATFST LETTER UNLESS NOTED} 2. BAR RUNFORCA)ENT SHALL BE: ASN A615, GRAVE 63 DENIM MARTIQYS. AND ANCHORAGE DETAILS, a. 2006 WERNATTONAL BUILDING CODE (IBC) WITH V'N"LNESOTA AMEROVEN 5 b. AVEkGN CONCRETE ]WRITE (AG) 3. CONTRACTOR SWAT. SUBMT REIFORCIRC STEEL SNS DRAVrS FCR APPROVAL DOME 3. SU BIT CALCULATIONS CERTFNED BY A PROFESSIONAL MNEER FOR PRECAST AND u PRESTRESSED MICRUETE INSTITUTE (PLA) FA9RKATION MD MENLATO."N. FiESTFESSED UNITS AND ANCHORAGES. d. CCfXDI MOURG;.G STEEL MINUTE (CRA) VN:WL OF STANDARD PRIN ITCE (FOR 4. UMTS SHALL K DES'GI'ED FOR THE LOADS 6YDXATED @N A1MD04 TO All. OTHER DEAD LOADS. PLACM & DETARING OF All RE9FORC4:G) 4. All RB4FWIFE W STEM, T&ZERS BFOR WATTS, CO NETS O 9EAi1 BE SECURED i!N e. AMERICAN ENSTME CF STEEL CONSTRUCTION (NEC) POSiT6N NTN WRE P)STDEERS BEFORE PIlDFM tttAYEIE OR GROUT. 5. UP04 INSTALLATION, PRECAST AD PRESTRESSED ROOD AW FLOOR UMTS SHALL BE f. AMERCNN W£1D^AG SOUETY (AWS) STRVROS FOR W41IX4G AS WDIM BY MS-C SPEC. 5 OOAELS BETWEEN FOOTINGS AID WALLS SHALL BE RE SAME CRATE, SIZE, A'40 SPACM AS ESSENTIALLY PAST THE EFFECTS OF EU MATIO44 CIE TO CREEP, AND 5441 PAYE CAMBER g STATE AD FEDERAL OCCLPAMAL SAFETY AND HFXN AHE#ASTPAI0:1 (OSHA) A£TTKIL WALL REJ%CR rC. NOT OVER 1/360 OF THE SPAR SUCH CANTER SHALL BE UNIFORM FROU tRU TO UNI. REQUIREMENTS & WNEUUV LAP SPIKES OF RUMOR= BAN$ Sall BE AS FOLLOWS UNLESS NOTED & ALL MkDERS AT ODEHI CS 0.4 PRECAST AW PRESTRESSED CQhCRETE SHALL BE FURHSHED 3. REFER TO SPECiFICATWHS FOR ISDWATION HOT CDARED BY THESE IXOTES OR DRAWINGS. OTHERWISE BY SUPPLIER 4. THE CONTRACTOR SRW. V£RFY ALL IXxrEN3045, ELEVAM1% AA SNE CONDITIONS BEFORE a. CONCRETE: CUSS B AS DEFINED IN AO 318-05 OR CHART BELOW. 7. PACE VECFWTCAL OPD04S NET SHOWN ON PLANS BETWEEN WEBS N PRECAST UIUM STARDOM NOR(: AND THE EN GI N'EWARCFRDCT SRAL BE DLVEDA17ELY NOTIFIED, PI WT TI VERIFY SIZE AM LOCATION ATN PRECAST AMPLNER US ANY DSCREPANCIS. COAEIE I3PFORCM LAP SRKf UMTHS 5. SiRW CASEURAL SHALL ENGS- I90NS BE SCAID FROM PENIS, SECT, OR DETAILS O1 THE BAR LAP LENGTH (Y CUR.)SIZE (INCHES) CONCRETE MASONRY I. CODIETE MASONRY WALLS Shill HAVE A OMA! 20 DAY CWPRESSNE SIRF}N;N OF fm = 6. TfPCA. DUNIS SHALL 6E USED WHENEVER Aff".E 13 17 15M P-SL 7. ALL OASM6 ARD CO!iFUCTS SETWEUI THE VAR" ELEMENTS OF THE CRAMI'M AN/TNR 14 23 2. 4NXRTFR SHALL BE T11E "U" BELOW GRADE, TYPE "5' AELVE GRACE CONFORVT4r 10 ASN SPECIFICATIONS 91 BE BROUGHT 10 THE ATTENTION OF, AM RESOMO MN THE Cp7p, E,SFEERIMCHUCT BEFORE PROCEEDtx KIM ANY WORK W INVOLVED. /5 28 & THE CONTRACTOR SlVll DETERI THE LOCATION Of UTILITY SERVICES IN THE AREA TO BE /6 34 3. SUCH AL TOOTING OR fORtUAT01 WALL Y SHOWN DAME A VASORf WALL, FL00.F5 LANCER EXCAVATED BEFORE BEGIMNG EXCAVATION. e7 49 SUCH WILL 9V11 @NCL1FiE A NCI(F1NED SIAB. 9. to Pff45, ElC75, SLEEVES, CHASES, ETC. SHALL 8E PLACED IN SUBS M WAIS, H0.R rib 56 4. INSTALL NO. 9 TRUSS TYPE G4.VARIZED (ASN 153 CLASS B2) HMZO`f7A. JONT RE7tFORCN:G SIAL ANY 99XTURIL WORTH BE CUT FOR PIPES, LYICIS, ETC. j9 69 AT EVEN! OTHER JONR (76' O.C. lk'ffi5PJ). 10. RECESSES, CEPRESSY.WS, DMEF9O5, ELE AM NS, OPEINGS, EDAPUEM SUPPORTS, AND /10 65 i RE@FORCED CONCRETE BLOCK WAIS: DETA45 SHALL BE KPoFlED Bf REFERENCE TD A CHFTCT1R41 WECHAtCf1, AND ELECTI CAL SEE CE D FOR LOCATION O ATOMS WALLS. DRIABDS OPENNM REARED BUT RAT SHORN, INN Ia BE PACED BETWEEN STRUCTURAL jt 1 102 b. THE W 00'AE15 BETWEEN FWVZAl1OR5 § WALLS ECUAL t0 lTk- 9ZE AND SPABNG OF 1K MERIKAL REINFORCING UN.O, INDOORS, B. RDIFORC04 STEEL SHALL BE FAMED YON THE PCILOW-M AMOUNTS OF CONFER FOR c VERTCAL STEEL SHUT BE CONTNIgUS WITH 2'-6" IFP AT SPLICES UNLESS NOTED, 11. TEUPOWRY BRIT CAST-NV-PUCE CONCRETE d. WHEII ONE BOR L4 A SIK4E CORE, PLACE IN CENTER UNLESS NOTED ONERW�. a. PRI TEUPoRAFTY LATERAL SUPPORT FOR ALL WALLS AARE GRADE VARES ON TE TWO m CONCRETE PLACEDAGA!SfRW1 @0.40 &FNA T EkM . . . . . . . . . . 3" WWHEN TWO 894 R A RDEFOA"FMORM CARE, PLACE ONE NEAR EACH FACEETES OTE IT PEFW STRUCTURAL 9PPORI SYSTEU IS VN PEACE b. COHCAEiE 51$FALE (T(FUJI . iM C071LfllWS 11 rO I CONIFGL JOT1S g. EiSCONMUE JD@T REB.TORGNC AT CONTROL JOITS UN.O. b. PROAL'E TFVPORARf War FOR ALL DUDNG ELEVENS AND COMPONENTS UNTL THE A 16 THROUGH 118 SIRS . . . . . . . . . . . . . . Y A FHAI L BLOCK CORE AT V£RTWSTEEL WITH 30M P.S.L GRWT, ROM O4 Vi&4ATED IN STRUCTURE IS SIFFIGUTLY MIPLEIE TO ARCADE PER4ANEM M..BRAC A 15 BAR AND SUA LER . . . . . . . . . . . . . . . 2" PATE. L WALL CONSTRU MON SHALL NOT EXCEED HEIGHTS OF 4'-0" BEFORE PLACEMENT OF CORE GROUT UNLESS CLEMAU7 BOUS ARE FR4/DED AT THE BOTTW OF EACH CRWT L T, RTIffiA u.AMU M e'-D" BEFORE P"M 9 of `HIE GROUT. DESIGN DATA REINFORCED CONCRETE 5. UNLESS MITI) ODERNI'm PTJL wWALL WS SHOULDBEAR N NASCAR( 8" 1. N1ID LOAD . . . . . . . . . . . . . . . SO VP}i FD7'OAIRE D E L L E . . [ = 7.15 1. 0.YKNETE SHAL WiE A V WVU M 28 DAY MILPRL6A£ STRENGTH (fc) EACH OA AND FILL (3) C'Q.CZSS BELOW UOiE1 OR1 SOLO WITHCONCRUE F c (P.SL) 2. ROOF LIVE LOANS . . . . . . . . . . . CROVID 9194 LOAD . . . . . . . . Pq = 50 PSR. 2B DAYS 6. CUOCRETE BOCK WALL LINTLS: MA}RTA:CE FACTOR . . . . . . . . 1 = LID FOOR 4S . . . . . . . . . . . . . . . . . . 3,000 o. AIL OPMINGS W CONCRETE BLOCK WAL RAT SPECIFICALLY PALATED TO HAT£ OTHER EXPOSURE FACTOR . . . . . . . . . Ce = 1.0 TNTERAR SUDS ON GRADE . . . . . . . . . 4,OJ0 TYPES OF LINTELS 9441 NAY£ RLCNFOFGED BLOCK LINTELS AS F0110AS: THERMAL FACTOR . I I . I I I . . . Ct = 1.0 TREANEM STRUCTURES NSE STABS, . SPANS UP 10 V-0" Mot 8" DEEP LINTEL BLOCKS. WALLS k SMAm . . . . . . . . . . . . . 4,000 (NAR ENIMNEU) A SPAS 6'-1' TO 10'-0" TO HAVE I6" DEEP UNTEL BLOCKS. VASONRY COREFLLM . I . . I . I I . I . 3,000 • 4 & 6" WDE HIVES i0 HAVE 1-e5 UM FOOTINGS AND FOUNDATIONS 2. CONTRACTOR SHALL SUBMIT MTX DESIGNS FOR APPROUL 14 DAYS PRIOR TO FABRaWl ARAA 8, 10, & 12" WOE UNITS TO HOE 2-15 BN, INSTALLATION. All DONtME VAES SHU BE DESKRED MND CEAHHED BY A MATERIALS b. WHERE INTEL IS CONTINUOUS O.FR TWO OPEI WITH EOATE SUPPORT, USE 1. NET ALLOWABLE S01 BFAWA PSE TESTES LASORATMI-(5 TCP AA 1-15 BOTFOU. a. Fp = 1500 psf c. ALL POCK LINTELS TO B£ F31ED ATM 3,000 P.SL CO,'CRUE. 1 REFER t0 DE AWYK.S Of OTHER DISCIPLINES FOR UODS, ( RWNES, CUPS, ORNWEMS d. EXTEND ALL LINTELS A kfJWUU OF B" O M40 EACH EDGE OF OPEI'N:M. MTIME IBNEL 2. ACCORDANCE FO WITH THE AND OTHER K)US RELATED 3- THE SOTS SIAL BE CONSIRUDD M GROI ETC. RECALRED TO BE CAST INTO CONCEDE BEARS LVE CONCRETE IEOCK, FILL M1EE COURSES OF BLOCK WAA14 WIN CONCRETE ACCOFAA4YE N1TH ANE REGOLMQDAtANS @N REI 509.5 REPo,47. e. F GAZING OCCURS NEXT TO CO.Y:RETE WALL OR COEAL'L BOLT MLE TO COLNN AND 4. PR04ERO' CTDNO CORNS SNS, EEAMS, WALLS, COLUMNS, EAG SHALL BE FORMED WITH A REST INTEL OI ANGLE. OBTAI MALE SHE AND SCU RE(AMEMENTS FROU ENGINEER. 3. THE LEI ALLOWABLE 503 EEARNC PRESSURE SHALL (TEND VERSED BY SOaS ENCRIER L F OPENT43 DEEM IIX7 TO STEM. CODUN, WELD ANGLE TO COLUMN AND REST LINTEL PRIOR TO %ICING FMT@NJS. 3/4' CHAMFER 04 ANGLE OBTA#N ANGLE SIZE AND WELD REWTREUENTS FROM CAMBER. 4, ALL SITE SM WORK SHALL BE CANE UNDER THE ERECT OFBVATFC91 OF A SOLS 1301EM. 5. NA COrDUT PULED 61 A ttf%0RETE SLAB SHALL HAVE AN OUTSAIE DAIERER GREATER THAN 1/3 THE THICKNESS OF THE SLAB. NO CONDUfF SRU BE EMBEDDED LI A SUB THAT S 5. PROTECT FOUNDATION DMATTONS FROU FROST: W IDT PLACE CO2KNE ON FROZEN LESS MAN 3-1/2" NICK. EXCEPT FOR LOCA. OFFSETS, UATNM CLEAR MTANCE BETWEEN STRUCTURAL STEEL (RRAM. CONTAINS SHALL BE C. /. STEEL PROPERTES 6. fOUNWFON EXCAVATIONS SHALL BE KEPT FREE OF LOOSE UATIRA AND STAMM WATER 6. UNLESS ONERNiSE NOTED, USE 6" CONCRETE SUBS ON GRAN REINFORCED W/ W (asl ASN AND SFWl BE CHECKED AND APPRO'" BY THE SOLS EANG@NEER BEFORE THE PIACE)IEM OF 4 O 12" O.C. EA WAY COHERED MILERSTRUCSTRUCTURAL WINE FWNCE STUPES 50,000 A992 ANY CONCRETE $ ODER SiRIGT BO SF UlS & PARES. ETC 36,OOD A36 xKaT STRENGTH ears, uN.o, n,� AT2s 7, WALL. S7FdP FOOTINGS ARE CONDNUOUS PONIED CDNDRM WTTI CONTINUOS REINFORCE* AE016R BOSS (D 45U STRENGTH) 36AM A36 WnIPULED 3" CLEAR Of BOTTOM AND SWIS. CAST-IN-PLACE CONCRETE WALLS & SLABS STRUCTURAL ALE PIPES DR A233 STTB.CNREL SES LIM A53 TRF£ E 8. IN STRIP FDOTOM ARCADE 24 IRA. LAP AT SPLICES AAD FULL CR059W, UP AT CORNERS 1. U1,9ESS OMERM TUTTED ON PINK OR SECT10.'NY, RMFOA'E GST-N-FL/LE =ACT CRA# B AND RIDRSECT"Sw WALLS WITH 15 0 f2" O.C. HOW014TALY, AND 15 0 12" D.C. NORTH EACH FAGS EXPANSM BOLTS SPILL BE RUT KMK BOLT 3 OR FRfAPPR(RED EQUAL- 9. UNLESS OTtERYSE tMTED, WALL SMP FOOTINGS ARE CENTERED UNDER WALL& 2. PROROE j5xV-0" (2'-0" EACH LEC) CORNER BART AT 12" O.C. HORIZONTAL REIIT@T:RNO AT 2. STRUCTURAL STEEL SUPPLIER 9tY1 SUET SHOP OR4W'ACS FOR APHWAL PRAIR TO OUI52E C0043 OF WALL LRD FARI FACE AT HIERSECTOS ATN (3) +5 VERTICAL SUPPORT FA RC4TOH. 10, 80TH SIDES C FOUNDATION WALLS SHALL BE 914FUUID SWULUAEOSLY SO AS TO AES. PREVENT UARTMING5 OR IATERPL V &0017 OF A:AUS. 1 STRUCTURAL SDIl DEISM AND ALLOWABLE TR SILL KP4 AND TO ASC EWAO A.ND NEC FOR 3. ALL WEF6Y'S @N WALLS ANO SUBS HAVE ADDED RE@iFORGNx AS PER OETAE BELOW.' 6ODE OF S NA BUIDNGS, LATEST LE STRESS DESFN AND PLASTIC O9Uti' AND A "C� OF SiNDARO PRALiKE' LATEST EDNNO!N& 90 (2) I5A4W M EA ALUMINUM MILER FA ME 3FTwo1. u LNu m wall HIT OF RERff. UPLESS IATFD OTHERWISE USE ALLOY E06146 20 BOND BEAM i 2 -#5 CONTINUOUS 14' 4.08 4.06 12 6 COURSES- 12" CMU GROUTED SOLID 2" RIGID INSULATION W/#5 ® 2' -8" O.C. TO 4' -0" BELOW GRADE 2- #5-CONTINUOUS All Of 1 ' 4.- 3' -►1 1 SECTION a.oa 1 B' FOUNDATION PLAN NOTES : 1 . SOIL UNDER FOOTING SHALL BE OBSERVED AND TESTED BY A GEOTECHNICAL ENGINEER , 2 . EXCAVATION FOR ADJACENT VALVE MANHOLE AND LIFT STATION CONSTRUCTION WHICH EXTENDS UNDER THE CONTROL BUILDING FOUNDATION SHALL BE BACKFILLED WITH GRANULAR SOIL WITH LESS THAN 8% PASSING THE NO. 200 SIEVE AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER . DRILL & GROUT /5 DWLS BEAR 5 1 2• DRILL & GROUT 15 DWLS. 0 4'-0' O.C. (TYP.) MIN, - TVP. 0 4'4' D.C. (TVP.) -_ -_ -_ -_ -_ -_ -_ -_ -_ _- -- - - - - - - - - - - - - - - - - - - - - - - - 00000 00 00 - - - - - - - - - - - - - - CONT. ENRG. PAD (TVP.) � CROUT SOLID AT PRECAST CAMBER FOR TIGHT FIT (TYP.) 8' DEEP BOND BEAM W/ 2) 15 CONT. (TYP.) B' DEEP BOND BEAM W/ (2) 15 CONT. (TYP.) SEE 2/4.08 FOR CMU SEE 2/4.08 FOR CMU 0000 WALL SIZE & REINF, WALL SIZE & REINF. 14 DWLS O 12' O.C. 1'-0' IMPERVIOUS FlLL f-0' IMPERVIOUS FILL b� (IYPJ tp•) 15x2'-0' DM-S. SPACED f5x2'-0' DWLS. SPACED W/ CMU WALL REINF, _ _ W/ CMU WALL REINF. (ttp.) - (TVP.) GRANULAR BACKFL W/ SFE 1/4.08 FOR CONC. GRA14ULAR BAQ(FILL W/ SHIPS SEE / NO MORE THAN 59 WALL SIZE & ROME NO MORE THAN 5% OTHER NGS) PASSING THE 1200 SIEVE PASSING THE 1200 SIEVE (TVP.) (T P•) 15 SIDE 0 6' O.C. SEE 1/4.08 FOR CONC. 15 SIDE 0 6' O.C. OUTSIDE FACE (TVP.) e / 7 WALL SIZE & REINF. OUTSIDE FACE (tYP.) MI Y 0 , j 15 DWLS. O 1Y O.C. LZ OWLS. O 12' O.C. �.� �\ INSIDE FACE (TYP.) INSIDE FACE (TYP) / 12. / s z. ( 1 P 6 WATERSTOP CONT. (TVP.) WATERSTOU CONT: (TYP.) I I I I I I I I I 1 I I I I I I I I I - - - - - - - - - - - - - - J L - - - - _ _ _ _ - - - - v 'T�\ `- 12' MIN. COMPACTED SEE 1/4.08 FOR BAS 124 MIN. COMPACTED SEE 1/4.08 FOR BASE GRANULAR FILL (TYP.) SAB SIZE & REINF. GRANULAR FILL (T)P.) SAB SIZE & RONK 1 SEC11ON SECTION 4. 09 SCALE: 3/8' = 1'-O• 4. 09 ALE: 3/8' = 1'-0' /4.08 FOR CMU 8' CMU WALL W/ 15 2• ALL SIZE & REINF. 8m O EA END 0 14 DOWELS 21 AT 16' O.C. 6'-0. O.C. MAX DRILL & GROUT 15 DWLS - TYP. ALL AROUND BETWEEN O 4'-0' O.C. (TVP.) 14 0129 O.C. ,a EA. WAY 15x2'-0' DWLS. SPACED - - - - - - FFE - SEE PLAN W/ CAN WALL REINF. TVP. OUT SOLA a PRECAST CAMBER TIGHT FIT (TYP.) 8' CMU GRANULAR BACKFILL B' DEEP BOND BEAM W/ I 8' DEEP BOND BEAM W/ At, (2) 15 COLT, BOT. I - (2) 15 CANT. (TVP.) 14 VERT. 0 16. O.C. - 15x2'-0' DWS. SPACED W/ CMU WALL REINF. (TVP) I 14x2'-0' DOWELS 0 16' a All . : SEE 1/4.08 FOR GONG, O.C. WALL SIZE & REINF. SEE PLAN FOR FFG. . / BUILDING ROOF NOTES ROOM FINISH SCHEDULE :BUILDING CODE INFORMATION : 20051BL WFC A4aD EHTS CODE PLAN / KEY PLAN HALLS FLOOR BASE NO, ROOM rurE tram Boum EAST I CHAPTER 3 : U5E AND OCCUPANCY GLA55IF16ATION 1. RED lIaLATMI BYLT4P OVER BASER RhTt. FIR15} :Tl. FMi5H MATT. FIIi15H IHATL. FIH15H MALL. PUSH MAn SECTION 312 - G-ROUPS U r nat SLOPE ue• PeR Fool. _ 101 CFEMROOM Lar SEAL COIL PT Lar PT Lar Pi LO:Y C,ON5TRUCTION TYPE - H-B (NON-5PRINKLERED) 2. L nets OF ALL ROOF PEt.ETRATIC)S r0 102 ft EC. ROOM Car SEAL Car PT car PT car PT cote BASE FLOOR AREA - 490 S.F. i VER' ED NTH APPROPRIATE 9)"GRAL VALVE VALLT 3. VERIF XALT LOCATIOLE) OF ROOFTOP BUILDIN6 DATA: -- NTH 5 TIRAL Et�NEER PRIOR To OCC, ocG• -; DOOR SCHEDULE : :: - -- - AREA FACTOR LOAD A -: , 4, PROVIDE • . :..........._.._v.y_L... AID MNiF TIRED 6A5 PlPiti3 i5 AS U OCCUPANCY - CONTROL 1LDIN6 490 5F 300 2 t fi + _ :' ! b SIZE ° RAnr HARD TARE VALVE VAULT d LIFT STATION -------+ ' , •. ---- - 5i ! REOD• Mnn. TYPE Mnn. TYPE �� T � ' • - r _ 5. PROVIDE RFRAMItSS T ALL ROOF 101 31.6" x '-O' M4 13/411 IN W4.11 -- I-10. 12 T - OPcr9tbyi, REP TO STRUG DRAG 7tY{, CHAPTER 5 : 6ENERAL BUILDING HEIGHTS AND AREAS (TABLE 503) ELEC. - b. CONTRACTOR SHAG KEEP CLEAN OF ALL 102 3'-0 x T-O' f" 13/411 m 12/4.11 -- 1-10, 12 OGGUPANGY CLA551FIGATION: GHEM,LAI ROO f L:, I PEE% IARI+r ALL T na+ oaRe THE MOST RESTRICTIVE !6E SHALL APPLY TO T14E ENTIRE BUILDING FOR Roar 9, oES+sLuaatD MEcxas ca+rRALroR TO GON5TRUGTION TYPE, HE16HT, AND AREA LIMITATIONS. 4 VERIFY SUPPER LOCA GUARTITIE5, AID HAROKWE, 4• THRESHOLD 8. 54$EP IL STOP THE ALLONABI E FLOOR AREA FOR AN U OGG PANGY = 2 STORIES 512E5 PRIOR TO ItST 10H. REVIEW WTH 1, H116B 5, PIEATHER5TRIP 9. ELECTRIG STIKE a 12. LYLIUDER RUv = I1,000 5F j 39, ARCHITECT FR tp2 TO -04T OF 2, EwT HAROAARE b. CLOSER CARD READER aT 33' CaYT13.rTJOH 3. CYLINDERS 7, KICK PLATE IO. STOREROOM LOCK NOH-HAZARD0.6 ODOR CHAPTER 10 : MEANS OF EGRESS REarn e cHEmcA s b. REFER To FLLe e rgcHur: , AID ELEGTMAL ORA WC5 FOR ITIORAL ROOF (� PEIEM6 TRATQFRI16 5HIN5lvau. GENERAL NOTES: KEYED PLAN NOTES SECTION 1008: EXIT WIDTH U ' I ALL ROOF Fg RATIas FOR ROOF WALL \\+/✓/ WATER TREATMENT VEIRS AIDEI) 5'� LAR ROOF MAY 1 BE I, IF COIFT ARCMTEE NTH iIHST ILATIOHWEEHTEi_Y O EOJPM�fNT BY O:t�R MIN, CLEAR REQUIRED (2 'I000= .4°) 32' (SECTION 1008.I.0 auwArrY L-Raw - u 1r�IcaTED s RooF FLAN. =vER. ALL IF ca�L�cTs aRISE eurH osrALuna+ of d CLEAR PROVIDED 661 (33° PER EXIT) Oa),PAHCY LOAD - 2 ROLE DDRK SHALL BE D BY EO nRlEHL HO CHAA5 5 ARE ACCEPTABLE O SERFAGE L IMED FIRE EXINlIA5`ER O AREA - 490 5F, THE POOR aeCONTRALTOR 50 i0 RIESS 5FU44 ON PIAN OR APPROVED BY = REONRED EXITS - I PER AREA OBTAIN FLAIHTAIN HEN ROCFI45 +TIES. ARCt9TECVVCt .EER. O3 5TRLICTLRAL 5TOOP- SEE 51RJGT. FOR WES SECTION 1015.1: NUMBER OF EXITS PROVIDED EXITS - I PER AREA I EXIT REWIRED PER AREA 9, ALL LEG, BT PFJC6 /811LD Cal LTOR. 2. ALL F¢CR t ELEC. WW TO BE DOLE BYqO E06E OF CONCRETE PAD - SEE CML TYP, 12' CM 87.E I EXIT PROVIDED PER AREA MAIN LEVEL PLAN OEvC&MIL0 WCH1 ELEC. ca+TRACTOR. SEE STRLC TO, SEE ACTWERS RECO TIDED CIJRB VERIFY FR+ NORTH O 5R-IP SEE DETAIL 2/4.10 - SEE STi$ILT. 1 LEC"IEND: /TQj�p DIt• 6ice5 d STYLE, 3. PROVIDE 6 UYTALL SERFAGE FYDIh'TED FIRE NcLH FOR SIZES d LOLATIGt.S CHAPTER 29 : PLUMBING5Y5TEM5 T 11. 5HEE74. 0FORNPGPLRWFDETAILS. 5'-O'AFF�. ROTOPOFEXTW%5kTRA $ ® OpLyg�pOHi HOT REQUIRED PER 5ECTION 2902.1 EXIT t VERIFY LOGATIOVi NTH FIRE t•V.RSDIALLS. f_,GALE: 1/8'= I'-O° 12. OE CRICKETS AS REOWED. 4. ALL STaVTIRAL PWIFILATIOH5 Ala 13 PROVIDE ROOF WALK WAY PADS ARWIP HVAC AWITILH5 TO BE COORDINATED NTH U2T5. 5TRXTLPA1. ENSINEER. a ROCK BALLAST a+ a �� W 5T OM EPDM NEF�2ANE REIHF. r. RT- / i'-b' ROID M5,.L.R=23 MI ' VFY, L 5 W 5TRKT. VFY TO R&Y O STATE O4 EtKRSY LODE g TD. FINISHED FL:9 • -- - _ - ddddd 1VFY REOIIREO FIT 11111111111 DIFA0r:AON- NTH FECRFFP.A8 -77MS bb'-10' IVFT. XA VALVE VALLT_ ___9- 103f ..HF. . PLAW-SEE STRULSEE 3/4JOROOF DETAIL 2 MP PIT DFTAIL ------ ° ------- ----D x36' LOPr. °..Fl A. 1112 = . /2 � - -_ .....,,.� ,,.... --- ---� h PREFIN&IFED r$TAL ROTE, PRIMARY SCEPTER TO FLA1-15 1N5 (rYPJ - VERIFY RQ2F TOP !!!! OVERFLai ALI6 R OF- TOP OF SEE 3sfm14.1 FTEMi 4V tgLH. � p O I 2 I u ROOF- VERIFY EL ROTE: SEE MALL 5ELTI0vl FFEZD0vollm Ni> �/,�, F-0" AHD DETAILS FOR SPECIFIC ROOF AFD ANT PARAPET CONDITIaN SHEET Mn. PITCH P �55 DRAY! BAID LFiFI ROOM 0 / ALL CORt`'ERS 5a SLEET Fin. RAM 101 0 . 4• MIN. HT, 4' F9N. FLN BAR l ! /' i /oVoO�/ POPALN_E 5EALER O .. p ^pol o° F8N. 2' CODER 585 FLA51&t6l< CoRaff PITCH PAN FLM45E 6• 4 rFLA96tY° CEF£PTT 2 / O .f oda I / F . 1 }op 6" 1 _ 4' L �1 1 , _ 4 1 ' -4" AIR SUPPLY LOUVER 42° DOOR 36" DOOR 7' HIGH 7' HIGH 10' 10 10' 7 ' -4" 4' - 6" 3' - 10" 3 ' - 4" 3 ' - 4" 3 ' —� I � 10 ' -8" _ I � 18' — I APPROVED WEST ELEVATION SOUTH ELEVATION PLANNING DLgk f ELEVATION 18' NOTES : / Si 1 . CONTROL BUILDING SHALL CONSIST OF A PRECAST i�n� • e 9r/5--�! CONCRETE PREFABRICATED BUILDING AS MANUFACTURED BY HUFFCUTT CONCRETE , INC . , CHIPPEWA FALLS, WI . 2 , STRUCTURAL DESIGN OF PRECAST CONCRETE BUILDING pp COMPONENTS SHALL COMPLY WITH DESIGN CALCULATIONS s PREPARED BY GARY K . MUNKELT & ASSOCIATES AND WITH A CERTIFICATION DATE OF 8/ 11 / 11 . EXHAUST FAN/LOUVER 3 . EXTERIOR WALLS SHALL HAVE 2 INCHES OF INSULATION . EXTERIOR WALL FINISH SHALL CONSIST OF SPEC FORMLINERS , INC . ASHLAR STONE PATTERN NO . 1502 . to SURFACES SHALL BE STAINED AND SEALED TO PROVIDE A B" 8' - s" 47 ' s .. 6 12' BUFF COLOR TO BE APPROVED BY THE ENGINEER . THE ROOF SHALL BE STAINED AND SEALED WITH A MATCHING COLOR ALSO TO BE APPROVED BY THE ENGINEER , 10 ' 4. INTERIOR SURFACES SHALL HAVE A SMOOTH SURFACE AND SHALL BE PAINTED IN ACCORDANCE WITH PROJECT SPECIFICATION SECTION 09900 AND ROOM FINISH SCHEDULE ON SHEET 4. 10. 5 . DOORS AND FRAMES SHALL COMPLY WITH PROJECT SPECIFICATION SECTION 08110 AND DOOR SCHEDULE ON SHEET 4. 10 . DOORS , FRAMES AND MISCELLANEOUS METALS SHALL BE PAINTED IN ACCORDANCE WITH PROJECT SPECIFICATION SECTION 09900 . Ybrkus Statex 5totvtory 13, Provide oil work ad rroleriOls a reciired by the dre Ing,, DIV15ION 4 - MA50NZY B. Roofhg 5yetem DN1510N 6 - VOOR51 WINDOWS AND 6LA55 DIVISION p GENERAL d 5UPPLEMENTARY CONDITIONS ea;rprehensNe or Ctrvreneta 6aerot l.bta6t{ frekd'rg ad In fuer aeordl with all codes ad adrknces. H'endsez Operotbre: Contractor Protective:Protective: 14. The Canto Stoll Foo ad trstot[ 011 items necessaryto MORTARAll mo FunKh ad trstai a 60 m& membae rafig system Including on c 0611 - HCLLOW METAL DOORS t FRAMES SEG oTgO - Nadats ad Lar feted Offen; Broad Form Property 1. Ali menta tall be iNi 5 obese gale ad i M W low 6aberdoi qnd acevay Iiemz ad the fOlkx.ig pnc�y Nem Scope% Wxi AMENDMENTS TO AIA A201 GENERAL CONDITIONS P °Per H arena good workmashp ad o ca*pete hzt01bt6wt Bqode ad c yy Nth ASTM ifaoto%s G60. 6210 ad r c: York under the sertbn re[pices furdstng Ord Instoliotbn x � a Dawgol% L207. tbrf rri, to W Ctm�dad. iI re'ntore for rnwn9 other NOrk specified Or sFexm tenet ad » acadT.;e OF til new Mlio:+ rtetol doors / t twee. Match extstrg. fab $IOOCI lor cries, Ye�q occiderdol detao to me 15. Legends ad relies Cppccr con doesfx� to .t2ch f jz relate, s lo the canaete bVak ell's sat[ W cura>'on resklat 9 ib the Cord 01 Docurents. amtag' The folathg xpplamrttz nodiVI7 Ne '6erera Lwdtor5 d the c+` O9J but ae rot &Sled to Nat d'a: aTdrcr� be ikcble to ' -Y8� OzaGt : the odYte roared h.r.-reh ore Yied to estoolk-h COnbacl For Lantruction, AIA DOa"Clo A201, 2007 Eal m person h ay 5'rge accbut accurerae. fWy rg i R5p ibrizontol ford reiaorcig. See stnxtu-oi for oda11oro1 �tlos y g spot' York Tosser witch shall t0 ori Nak Llan the Cwtrat. YFere o lien $ other cartrvctiw doumeMs. Debts ere :uwa tj keyed oI r0 tem and r enenl5. MP' stavlyd5 of ��ol$4. pufcrrcaae od design concept, The dere. It k n Wptj Pa 2LGOfXJO For h ries, »ekd'ag aL�r§ol death to maple oke an Maine or elevoflons rden tMa fast ac:.f, ad 0e �F'r Roof ve lotion eelAorcl ed Txoaxt of ft folla+Yn mavfahrers 0e cf tie 6eMro1 tab is mottled a deleted W these perstns » ay Sir e accideent a ocurrerce. t 1 for unto- Caalbre Nr le So otterw a rated. Nosiers ate kite %"I to Ve ovol by the Aralled of m»a I, FhI5hx:c S.pplementay Gad'lbrs, the "Not portiere OF'the Cxrerol 5 ° o'' 'd MA`�AYt U8T5 Adercd dev�lae Fra the ifieStadards. 2. FYa�'r. Cwdtbre 1 remain h effect. $500,000 for danage to property In Cxk1 511 accident or 16, ozrenskms noted on Ga ng5 as 'clem' and mold' d-rersors I. Cortrocfor to provide Ord Itself off No nece5say retdatig, Raothg Memaae Octarme• dee ada0i Fa Funlwe clemaaez ad other rea»n. Sbkt agleS, feel 110I weeps ad Spool stapes, etc. Provide an 'F"IN 6rave151 ad Scuppers M.:6o Bu7d'nq ProdKts factory Fh Bsi+ess Auto Llabdly (Including owed. rat-owed ad that tolerovz 10 the dansoa ae acted as Such K expected. 4'x4' mockxp poet )or review by the Architect and SOwner. tale Eo11a5t r cocaiD onpor PrmOdetz 3. Fh'rtcr, ARTICLE h 6Et€RAI. PROVISIONS vehale5)% Navlatuu'S C, c dae of Ytalutlghdness SteeIaotl Pb' oCLu q Co. Kali cove Il. Novkte stZFeners, brahrt look-or pietas, etc. m reclu'red 4. FY;sm .000 For h' les, 6a atdeMoi death, to ere a std wails fpr xppat of lees a equprr%ent. 2. Novae retraacov ca-aete black lod ford tears a rated 22 MAT@ZIALS SAxndt4 fr Provide a a oil re red hollow metal 12 new porta ad Intent of the wet DaureMz $500 1-r 4drn ay on lie [Ya: ProvYk ad 'rste ole the races � � 5 Fat fh sw » s accident G^ occurrence. Ig, Net Cavatar K re bee fort te' o'el 'gs' QJorS 6 bares. Sf� a7 features of ccrstnKtbn, d+reroer5, a'y Add reel pma;.-oph 12.4 a folie'$: Per WOrs �Pacay e5� row pWoz, fes flash'aut e nod 5pecol s, etc. A AdweM I ta i!YTA-STIK a ma}.'fatxed by hsta`oan ad aaba caallses. 5. Fivsh'n 41p0O000 for h' riez, Ya acideMol depth to millie temper Lolietz- All oNes negated tertpaOyTalh"4e5 moJ be Seo strixfu ollor <;W.Vf hrwrmlion ad re encr 5. qi'r Products, .bl6t. IL. 'h the co56 0# w trcwSel between Lyon' ad F p a-cesse Frcm exbtrg bu.ld5aj.. electrrcol e�y penSas h ay shg!e a�IdwN aurrerae. 8. SuvemeM SV ra- roll be LeriK'e 5xe-rxal Buss r�- r' Steckr s: F Series; follow r , gol Frares Shall be P.FV toPfir odecikotlas ar tier xANy or Tooter net tier: led b1 Iq, The Contrafa' note by resportskYs Fa the the or'rvol of p po 'd Id Fi tt F Series; 14 leaned steel noon er Yel Fhb : odderriOM1 the better quant' a Tapia aeN Ly of work shall t>; $IAOOp00 la dime to property h ay s'ref'e acY1eM a oil speciFed Not rroteriai5, 1, Ill$ fixture ad ay DIVISION 5 - METALS L. Roof CricketsMensu Cel to e In be 5 ooeI poRJsty'ere ppm F'xesh Fa exterbr 'eek, ad 16 staacrd steel provided h accordance with the Architect's hder(retatfon.' OcaxreonI ether noterbl5 to be utilized Cnrsen o tI, The GonVata trHu!Otbn- All i7<.ubtian to to » m» 4k4' eK ad `�FaT'Rta's' �Ih'. pprr Pa Ih Tee.lI pr'mcr pont Fhsh Far h:erta Retire rated h shall rotif the Ardetect h w1" wThh tae of to of SEC 0550 - M75CELLAHELIS META1, mavfactured b IR6, Ceoder or hLleh% door scFedle, Ftre*pied 1rare5 salt bow a roar the I, hodxt Ili Contractors LbbTty Naraae: Add the Following to y °g 3 3 o Fore ARTICLE 2: OFiETt Sbpo-ogoph II!2v Const of any SpeeRk Renee C rmy not be re�Fy waJcb'e worts Werk uetu fid sector includes, WIS, all mi s. br a5 metal D. ttertabr re Penile to CC Sura+ ad Partite INo proper Lobxotores (U-) a 4irnoek-NerSey MIN/ 1 of pont ewers ad Uly oltermle Items Not the Calsis rloolio 6 r a work steel O5 toot' ItrieS, piles, omits, ae�es, baht' edge Fostemss of root deck to Le CcrIK'e Su'e-5;o1 ueversol No proper Paper ebzSltKolbn. q- ze 22 Wamotam ad Services ed of the Owner": Add tie 'A Eerw.ra L1ataiW a Urbrelb L(obilily Pol'ra�1 con a tla"nsm readily moildzie and of e4wl equoGty. IF rotiFkgtbn t5 rot Frames, sleet sfo'r5, hadrp:k,. M':d'aii b-a'kets, cl'�� oyes, F a FOIbw'rg zeMerae to Sdpaog 225 basis will rot to Seated, unless ala.pd b1"la+.' acetal b.1 lte Arcirlect, the ata accepts resporo6'Ity trench d mina, gutters, dory6�ts and other metol IIte rot faterers old pates. Staciard htertor hollow metol doses soli he equh'aad to Cpp' 11.12 Add 'Owter and FrcKdect d%al W rmed a an additional F I the order�p ord Follow -Wu of S5ppeeccified Iterr6 and ;ail puv-�e spectF"apl}z IdyMitted a pat of work of awtl>rr sectkn of E. Fit" FII shall Far pro-Aced ad hStdled w7h the Seeltroft L `Series ( re5n'xrpreysated kroft pope hcreycmb Tallow tie Y2� se of Drowtat, Ord No' t M aI whatever mems rete at m OddNbal cost to Ne Ower, to these cifkottms. Roup tem. castnatiI No Standard steel with qA ewer d 2, le oddd1a:67 Copes rc�ested bel the ZOntrata` WN be Furnished insured oe respects the generol 1WI444 ad auto ISSURg ensue a.ala(xiSy o! 011 IFIeQ 8errts so oz rot t0 delay fico f1ho noted Schedule, fire-rdteA �z X11 lex d Not cast of repra8xlbn, postoge and ha dreg.' Coverages , ess of the work. Ila exterebn of Nine to Lie CCrtrmt will SFxnntas: Provide Shap ao k for all Slack ad ldxicaed F. Roof Menbrae nod Sheet FICI Material sa'1 be hdaoled T progr mss eliweps metol dams r awed for the project, ears o z ace Loosely od dX 0 EFDhf root merrb-ae either No Nrfen+r;ters Ldaaraxories W a YYrrack-Pewsey (vaU IdentiF an N3 Property treva-ace: take We Following mtdTtaotora% Ly olid For the LaMrator s �Ry to to o specife0 o9' ' Fr � ha"'� -P` 4 label of the proper claf-i7kolbn. 9 ARTICLE 3: CONTRACTOR Rens. h 40 Foot wlal erd Full , oe Shawn on crow All merrufahr 1132 Delete this paragraph h is entirety. �o11y` scams are to W ad welded ad sealed the 9adrd dAy exterior hallow metol doors shop to r o'ed to code n rb Add LM. fai'owhg paogcpts: 1135 Delete Nits paog-0ph h I5 entirety. 20. hbterbK, prodats, or methods rovol ed luN be Funded l mod 5teelaaft L Series Gess e ed krdt Thor 113b Delete the » 1s erdhe inter the Lmdrat unless wlten oval For xbstlutbn K L AISC at %-uctkrs Fa the Oezkn Fda-kotbn, a4 sane toil her 9^OF Po 'o'fp1b xdxcntra -3.t.4 independent Cadratx% it ✓, ee0 ad ud6nstoW that P°ra7� cloned b Ne Ar"coct. 2. AIIn of Sunni Wel Steel Ise dr gz. 6. Stare Ballast Bol'ost shall CwSTA of o of washed, road G0r6bHthoroto Ib root woad of h steel with caned-h 'ae the C notr� b tamnq th's Contract as a: independent ARTICLE 12: UwCOJER4F5 NU CORRECTION Y70ftK - No 3 2. AYY S.ructu of l'teklrg Code. po!}rethme nw((o[tan. Pau OF horegorrb core, ad V,"jr, Products: Pr Pu then modYkolo nS 21. All Nems are to be def ered to tha 9116 h Or". u ad $moth store approximately 1 12' VI but h ro everd less led fhsh 9erwr Wllb COMrata He M5 m a tty to hire ay person w the ^aPona' PO Vit belay and each person enial0��esdd a ural b3 Cordratm ARTICLE la, MISCELLANEOUS PROJI i containers. Remo shall be deiNered ad $leaned h sash a mmrer m than W palls per sgua-e toot esu meMrae. on'y Smooth �+fiturs at B Stoll ta leh Cadrators ad an the O+r:eor empbae drvmt to prevent donoge to the Rene from occur'rg dxig cantnatim DIVISION 6 - V4000 AND PLASTICS gavel doll be atepta is. M avuted stare Stell be brXI d. NeaW M exterbr Follow metol doers Shout be owl to W1er-0T3rie+ a0ae�. The Contractor K Ful respor66'6 Fa- it a(s ad Add the fo: o o, Paapeph 13b to Article 13v K F,bR p Slee Woet B eerie$ (steel z!iurce r c k wool io '11:r C{6 "table s ansSprs by hmSeN/nerself and ofir emplwlees.' 22. All materiel; $fail ix ittai!ed, oW:il seared, protected, 5EC 0610 - CARPENW ` ay ger o t'zed steel Nth Fullme Child fin rack woof a (berg" Ott 93b Equal ttr ty: The Cordrocla shall motto» pololes ad cleoid h strict accordance Nth mavFahrer 5 written 5c II oder N45 vection iaWdes oil r ad ftrzst field PART 3 EXECNTIOY lotbn ad g6y F<hu poled Fr=h F x T a 6m A env los fol : Sposoltater6 o re ammeMa as. `.� P� 3.3.4 The Catracta shall gFve eftkleM erv�M to Fhc 23. All work tall be done b Sailed melena$ » a..cordonca Pom 31 INSPECTION Ereccdlon: Forest holkw metal Frares pLCrU ad level, searely otter zrfae wale cz his best Sknl ad otteMbn Ne stall foetal zhd 13bJ1 The Contractor and the Cantralas v.lxaUratas shall 3 achaed to odpceM overt caetructbre » accrd Nth approved FIX Itrdshtg t y y rot d5crenm Mt b a toad to with the best sladra d prat'ae ad nallods of ewstnatiat Lurber shall bear Ne jode mak o d trade rank of No limped the deck prior to eta" Ne work ad Correct ad dap aarrgs ad best MtsLu pratke. 6rah irmes set tri operations, n and a all d-oc'aa �ecifkotbrrs ad Otter Mtnztbre Curd deo amp .y°o OPP hie air ac6tion. LtOdxr dell far real sOxd ad H Ord 5MN of orae r i to Nd+ter sneer rn� ural nmp'aJr Ot r e, religwn, cab-, sex a follow 24. Penetrations Of ere hmr Note shall Us protected b( 45-rn4vte a eo.a iMccatiShre content shod rob exceed un of defects. Do rot apply resistant until all defects ha.'e been m�,oay a ca'icrcle resits 50l tier axtermo. Toxhnp pr'mer responsibility iaoreKius a ancon to A Ino te bA h% doll rot ore The Cantrata SMII lake ofF'vmotHe action to hexa Ire Fire rote0 ac;endJ"es a feast avid 'y ' corrected o d the J6 k K xatobb fa lkotbt pati w fan regntred de to Yrstolbtbn cadlla'S. pv Iawtz ere �. ad Not es ere treated 0.r' Off` st °� fire o mtdbtbn. LuNw shall be dressed 545, Hot °� I"b'F� be lite to Ower fa ay r sullhg Fran 0t' errors or CVP'4 imp employe r'9 voleM prow War Fhe dorve ase 5 w seev 5 shall othuw'se - Itted. hallo,+ retol doors ulh utTam mar o[ heal od ' F e defooaiez h Ladrat Doter s a oNar hstnKtbn emPiwJrent, n% r grd t0 theh nae, rel' color, sex a s db•b tel ovbed there ductwork trote5 as feu Note. c 32 APFLICA7ICM g° �r6s ��}� anal a Sxh atop stall trckde, M rot to ihreted to the y g Pae tion caryetbt does fell swYg Free art not rattle .i-I � n t.etr Mch[W U EEeeppleu. The Contractor sail rot proceed wth sxh qh Erodes ad speces OF krrtur Shout be a follows: A. Prdat on closed. Ad u Fa Gieaaee5 6d attar Touch IF'O stubs work until ar€Cted » w1' NchTat Yfer. folie ig: Firpipyrerd, pprrarrotbn, dercotbn a tratsfu: 25. The Contractor trot at ole tires keep the pprremises Free of g ° other bereer bl re"Vite t a rea uo odverlK logolf or termYntlat rotes nbbsih a waste n otubl caused Lite work Cadr ctor k 1. hfsceikxeaz Fr Lu tery Printer Po toren requied de to hetollotkxi caddors. a a outer tam o ca pe cot adSelection Fa troh'ry insulation ad rat rg rota otz shot ta kept dry a all Free, fat 'g responsible Fx orTi g clew hp (a The crolion of the Pr jed. tie. 2 Canmrt or tetter Fx tears ad headers, `.lad trona Were materials must be stared outdoors, the notable Shoff les AlI $daces ARTICLE 4: ARCIATECTS ADMALSTRATION OF TIE CONTRACT »c ig apprerdoelp. The Contractor ogees to ppooszt » fa t all trap*. Da la FF-Each, Win-FF, `truce-Pre-FY drt ad 65t II places, wotidale to employees and cppdcad fa 26. Y}rtadbt Stapleton of the Wo�Lt, Ladfata NIII o d hfw.to» tTemoc Fa boom ad headers. Po duosa Pro covered with poiiNnylene taps or otter w3dNe waterproof SEC 0670 • PON HARDWARE Sopp�F Spots ARTICLE 5: 5L6CONTRACTORS • N mod(kctbrs cenaps'p ell, mikes sCUN forth The Pollees of prwV Fast o 'caslnetKn clean ustrg his o at Faces ad �uttern Yellow Pre, a Lode)°pole FVe for wall tran'r�g. taps. tie and hovbg defects K b to Installed. In ro esrrd lull �o� Ter there nal-d-rcrennotkn, seca4 a 'F'roi cleat u4 crW"To ow. 5etedu'e rxope Ybrk Nadu N15 Section kalud65 the h cf all Prat cleat us OproFPese clew �y Not is mere sniloi be placed an Ne SI to be rooted than eel Filch had.+ae re rred lox vllreed,le on Hollow Metal ARTICLE b= S. ti MOMI 7 BY OYtER OR BY SEPARATE t� h9 g GO''Pa'y 2. hts%eilweas Bowra, B!ateg aid tfolers: to Covered with roof memrare lar to the onset of g Fu 13912 The Cadrata and the tadrata'z skKmtratorz a oFJ.e Co O.ay..r. Coe N ca CONTRACTORS • tie modFkatbs Stud dgetao Ponderosa Pre. Sugar Pxie. 5out}ern Yellow Pre h9 a 40110 in all 5aanot6ns a advertisemerdz for erpp�es loved or e Pne. 'relemeM N ll pro ec ed Tratkrt te t4 'e wok Insulation torr tat shalt by them or an Nor behalf, Stere that all qu Il v on ARTICLE Kill 27. The Archtecl ad Ower sail have access to observe L '� The ho'd.+ae xbcadrata Sail ertp!o� o certified r'ef ez ARTICLE 1: OW15ES IN TIE WORK - hie naddicdYxs rete Ne swsiderabn !or t will r d to race, construction proeg'esz all normal HoI hotrz. Fasteners and Anchxoges Provide size ad Lyse a b6 Naroucjtty protested Iran wester of ail temporary tum%bn Arcliteclvrol Had;Oe Cariultatt (A}i'.,r All work pato»Yrj to 7tm (21 co reNy"mq t0{N, sex or rx9 a ri � reccrmreWrd pa applZabuo st= a buli[bq code for drhg installation by a YJtrble NOW cut-off adlcr darn. Mater ccneQutxx1 ad OW.r pprrO(6s5bro1 ospecl5 of Nis Hark a 5aeml-66s! 19. Cato» Pumdsslw fes all modfkotone or oho 5 to the rafts, stapes, Screws, Wits, Ms, ::asters, ad ig devke5. Cut-OFFS spl be removed prior to farmeto with the reit day's zpx ereh Jul be done by Ne AW a ander hsfrer arrest Mannas 14et< ARTICLE 8: TIME drawigs. h code of dsaRe. b'sxy to Ne ermeola WfeMbn pf utak. Do net use wotu Out-oFis. Irw'at6n t3tkh xpervs . ARTICLE 14: TERMINATION OR SU15PENI ION OF THE CONTRACT - Nchdect For reebllo tae prpceesl q with The work h cuezlon, Furnish ad i Stoll wood bbckho, bucks, milers, and Sirdar items perorated Tach -tp: Delete Poral'cph 63J h tz erd'rety ad xbsttute Ile Folbwhg: 2q. The Cadratm sa't ovde oil Nora ad maYdon ail trd'cated w Nn gkgs:»qs a oNww9se recessmy For the bscgxres wet oftu »5ta6lkn a drag Construction will have to metol prm p' ottalment of work of oil trades. hetoll secuely and accurately be remaved Tie fa-d<me suhxakralor sell aov7de ole Mork retpu' ed to DFT faliRes h tartpihae wttfi 0 tried of Labor, Occq,atkml to receive Ne Intended wok. (169 fYeretadortt treated pacvid6 carpiete, necerscry and tear hcrI ter` best � 83.19! the CCMrostor 5 de ed at tore » eS5 of Ne ARTICLE B= CWM5 AND DTSPIT[S S leby. ad Wgith Ad o�*I ot6n stadrds, 5lote I dstrial block' here rated w aW:' J SEC 0160 - FLASHA* 1 $FEET METAL aperotbn under expected CWi'�. Caetuili Check all Sems Max Og - solei GOd6z, applicable local Codes ad ordkarces, bbtiwal H od ConddYxs ad OdvSe Na NchRect a items Nat will net 14ak by w at a regiat cf OHrer a Nth_ act, a of w apP Scope: Werk aaxk;r N6 section regho Fa notion ad pperae properAy, a 0e uGvltc6(e Fa expelled taKlars employee of elNer, a a o Sepaae <wtrator empkye0 by tM Fbdfy Ne fabwYg para}opts: Elec deal Code, ad Shote Plnbng Code. Lurber used For bl0ck5-et h con netkn wIU men5a)s t asteria 2nd Cant: Oester, a ty Ne s ordered h the Ybrk, a by 1e6ar _________ pr Tv y Nal rstolbtbn at preihktrd metal trio ad floslvg. Whore the M-dI K Furnished or »$toiled. 3rd Loot: �ct�mm.iiee ETD wails sell be eservot e-trebled, b e the vocuam a deputes, fire, ua✓a•ddh'e Saxollez, then tie Combat T"me salt 151J Defiutbn: 'A Cot K o tamale a aterltw by ere of tie p. St n'ttok: Furth draw far all r 'red deet metol '_ The Cum Clain sew trakdes outer - ales DIVISION 2 - 517E WORK - Not ILCoble os sure meNad. M'aarurn net releMon shall not be less Non 24 5bntlok: Before o'y tmd+xe 5 delivered to the o t Che Pen be exlerdzd b7 (.lanae Cyder Fa sunt reosardale the a t4 pates seeksxy Z • yl golbns ppeerr MSL Curter 4411 be Fdxroted bsofa a possible trrn fcbrkotiors ad akIS; sheet metoF dole? codtions. Contractor Stall skarr'E to the Architect fa cpprovel,a � •te M Ndutat m celerm*re.' ad matters h question between LFe 01 nod Contra or before UeohreM. YH.re anter s Cut oiler treolkISI the Show clearly rebtkrrtr' - to xbstroW5 ad adjoc6r3 eoJtMax orK at OF oe related to Nue Contract ezebd deputies a DIVISION 3 - CONCRETE y par ha-d,ae schecWe h 51x (6) cities, W of Ne dNored »9 N seta Surface with two coots of preservative. Lurber shoo Lti dried to Ca-stn,KUw. Address SHIP yAs, spikes, ud corocNws ad C ` ARTICLE qt PAYMIENT5 AND C0M 1[1014 matters a5bg of of o todN hjrg or personal spry ossutbr6 CONCRETE o moletwe cor" of net were than 19% other Irearrerd. fatty methods. toms of b.Aiders hardware. retro hru's colaog m at 5-W PrOCa N>d lies or wa'ker9' c bn claim, gag sheet ad des<.r' len of sKh items sroil be s lanNted with Vol q3 Appicalas fa Payru%t: Add tie following sentence to by Por arpe"sat I. Coarete CantnK[ore $.nil carpFy with all the r utremerds e Gel. (Dry Foil F Srbpmogaptt 93.h END of Ne 'ACI Mahal of Corrrete Practice' by the Am 'eel OM51ON l - THERMAL AND M015TURE PROTECTION Fbterio'sv 5°'p Externo Fen ----------------------------------------------- Concrete IratNute. he 'ACI Detcxthq Marna ft' the Nrerkw I. Pretnsad 6oM1•altzed Metol: 24 stee4 wth KVar Tie hardware xtc koctor doll .�wtee all moterbi int Gret The form of oppaolbn fa oarrwN shall be ALA Douaerd r,�EGIFIGATI0N5 Concrete hstNute Stoll Sol detdYrg ad Fda-kothn of out 5[ti Ot20 - BALDIN61!&1LATl0lF 500 h' tam7ae ht F'rtsh 1 ad roNof rklatNe mavtatxe, and he/o 9ioll replace out such pod4le (a ca 6702, Applaotlon ad CerttkaCe Fa Pa(rerd, xppated W AIA re»Forcha steel (trtress noted Othello All reinatI steel rh Por, P. 6P Pr Series. Patuxent 6103, Continuation 5heet ed h quachlak0 e, DIVISION I - GEKE•RALREGWREMENTS sat[ baformed Whet sleet, codow to ASTM A515 &040 Marc oder Nes eection Indata$ out W'id »su�in pottest oo3d Irish Nonan side), en used to exposed evided within a period of ere year, Two (21 w 60, See structwoi W additional Ir on ad r xemerls. °g metol FlabrI or fohkoNo s. 6�, pep I, The term Owner refers to: SMSC oq • Fh'sh: Ver'f with Darer to App'aotlan Fa Payrent: Add the Foibwi'9 cbrze Ouald ; The products oared Ore» 0e tied to estarith y w 2330 I AK TRAP now PRECAST-PRESTRESSED CONCRETE FLAN: y g �' o. C�r Saes W.select frAD Exiub- Con 10 S3a-ogoph 93J: PRIOR LAKE MIlC,FVJTA 5531) Stadad; OF clxt , peNFormaae ad design coreept. The Lo acv TO ta selected from ma0ufahrers $fatal LW fl)ra Ca Sti The Becton fall is, lea Ne Rrn xe eF out plat, labor, p, v Loll odxt50F the toiloownavtatuus 0e PrOd,cts: '9313 Pcolkothns Fa y�odrrnf trout law Ne cost of the �wif it totiw moterlo;s, took. vaae5 ad eq to "� rnlas- veer y ..n vxmi Aae !pie's mnrfatwers - ro sutrLSuttaa olb.+6d b 0.aer. textural fin wok aGa hcvred b C ata tMa Ne end of the 2. Ail wok IdentNed a 'by O:rer' soli to perFarted by thep°r WPt SuIPrent �cep tdie abject to the cpprwo Wbl the Architect of m3ar P y A Owrer trder ate contracts with Others. dzstgn, Fvrussl od Scat all precast ad precat-pre bossed Be at iron the fled etadoW Exeudbn: York Stall contam to best id 9 alae$ ad Exterior Can p>_rad cwefedW the AOolkdiw far P ad for NJI the sopa cwaete Plock wth their, carponert pats, a hd+coted w the r 9dAGFtIA NefukechrW het Nelol MYxrel. Usepra lice's O PrOdctz Ifed Core 0 ca Lmtrata ha m5de a lhhrllderds to MCI tool papted price to 3, The Cwtrater tail obtan all rosevo'y ppeerr 'ts, Ikerres drove" ad ce dawked "n Nem specifications. 0,,:ere-Corrit CwFwr aI fosenus ad aches 9 mo Meta alert possbte. Use stah)�ss L [ Neste I A24y, p, the next PGotbn For Po.Trerd. To ensure p'o0u ad certificates ad oil fees corrected Nerewth, the Gento»teed Caperton steel tosterrers w3h re ere woI a rivets a if m BBN99 45x45 t&P Two (2) co F of Ne cen'eM, Ne Ower loll retch ten CmNata s roe e to vuP NT athmle5 Step Oreo s= The dO5T of the pecat members sail be h Kron flellatkn poll 2. Fludh Bolts DOI sp0 si atxdate wlh ACI 318-&F 'bviki' Cade Xeme is for other oNerratke exists. Allow fu Nw.rrroF e'rpwsicn Hash and cert (W%) Of Use oraM of each cutdkae of edictal wtether low xtm3 cls viii t6 reqred rq R6a contraction h fabricated asrrtFNes. Ix.00 Sures n sbstadbl completion OF the York refoWr3e 5Tai1 b9 ra' Retaaced Covrete; use'q gererol'y acep{ed ergreu'rg Sit eltols: Provide mvlhAahru'S protest d�.a far o'i trubtkn 3. Lakz ad Lolchess Yate Extukr Can reduced to INe cert (53/.Ytemahka ratIV be 4, The CdMrata ell vuB locations of all existir Wad' thecto The docsWt IHe to ore fa n w Ne dreowo If a pi oduUs to be used h project. pu So 65Ct` 9 g ter an fi use0. a coat of the an NEr with w SEC O7g0 - CPLLKR[6 AW SEALANTS B `des e"or L\re (U car aPa't of Firoi P Or MI, of Rz to etbT rcW relax olares and services. cear.W proq'oil turns used! $loll be pry terga 4. Nils, Push Bas, flN✓'r ell Poles Ifal"O 4 A24H200.. oaUce Nave dery ret0 ret�vYemeMS. Afterth ir1a1 rplant'dn oT p'bvked w reatceSit The Products: Stipa: Work oder Nos Section includes all interior ad extorter 166A oaesz ret Cutna call sAxmt wit each sdsea�erd 5. the Contractor ad all xbCadrOCta'S shot] otaae design $roil be pr ed b a req'Stered profess neer, s6o utak 5. Lcoromlus Ives lova (2) Co oftenfor- Paai�neeM, [ten woNers from Cortrata fa the Nemsetves Not m Wdien Sanctions exist wd'ih mtdrt effect the with regktrabn Frdm Nr. 5tyotz h wikh the bu^6rg K booted I. Rdsd hsufabn: Nhkkness as Indicated on d-ornI 60252 Fkes6 T Ti s pod h previews App!kalon for PoyneM. Attu »3bi 44roto or drdaldy of Their work ad soli imeohotely odvee the 2- Moto trsuelloo 5emN-r a miera fiber a n7foo wool `�TittAk: b. Closers LCN Inferkr LcnC ers �t ro it. or d esti to made u1N such Ileo Rrch ect h writing of ay South unsatisfactory ConditYat OXIV Azsxace: The maufatuu met be a remtv:r of the ' rrru[aton h 4O 6lcudt�derstl 4041 CLSH (noir PresVessed Cererele hslluie. t43 u{ 1. Ftod%ct Polo: Ma Vothrore prodd literature art' data let Coot% waves 4' rdbe6n received by C6aer. Llere: to ppaatbT b. All swp'es reegqused Safi W submIted fa• epprovot prior to 3. Core Fill 5pr'oy foan hyutotion: Ihskress oe hdGoted w sheets too each septi �rodd to W used w project o9 well 1. Protective Plates DOI t.� ao�rell doll becare le until Cwtnatm fail tartar to Luer ademg ad/ar Ystoloton d sad mtffiulai, Maubds: Prcp_gdOns, too ad mdxrq of motuoo shall be dray aYT. a tar oft sealant tacker' material to be ctfued. Ib ep.'c -�4t x 2' less dzr Mdth K1, b FeceIPt ad release of ole It.15 or out of Naz tract far h accordance a Ne alavernM ACI 514 cis. 5bap Stoll be B. hail Stops I Floc 5tbp5 Dw-.N Max the a�'egota of o'I prev ous pafreMS sk.Kwboctor Al 7. The Contractor shat prepare ad ttrn;su sap draw" ad o rmxirum of 34, star In 5411 La 0 miianan of 40.000 psi at 26 SECTION 0151 - L005�E LAID MEh6RANER0017145 2. =test Nil N✓. cob' charts, For Selection Architect, Walt: 01401 wo7vei•;1-' prod'et Colo Sheets. Provide one reprod:cble uuww and Fav days, except a sPectfied hereh. OF 6xh SeafoM oduct d. It req�este I Nduted, Fba: 01442 2d �; Oddtbrai cotal Sam of the sap lnsgslxM.ttolz required SCOPE: York user this sectbT Ma,�s all memlxae raafig, P P asV I. M ala Fbid n6 LLN q9 SAntict of Completion: Revise rzpp'rogCph 99.4 to rood: (p{ rot prded to) ere: The Fol" settlors a Famvuk fa cono a r ted prwice actual coed seam stypes I otkg to rage of o3- T 3rd Coot= epa lad rooted Hodthg, stern e, roof trsu'.ottan, talo 1, povere and available colors Fa selatbn. SEM 7600 e5 Max AO 34T-b!esF Form K Yxlxes ed pal of th» speclFootTa6. m'.scel!weas (ateners. D. 7Tredaid5, Sweeps YcdJers!rbz, 6osket5 Pemko Max '.mel Shelf Fix the tans when which the Contractor 5411 51ruo Steel Section 55 - Fades Fa Prestressed Cwcrete P'1, PON I71A It30biLP, IPAV�K, 5980 tarptete al Nemo w the Net xixrrtted b{ the Architect ad Met. Metol Fdz-lwlors Sartre Sb - Forms far b ecort a uncoated 12 QUALITY A%Pvloolil i. Da+ CornYg 15b a 6E SUkahes SL`AO068: one pat If. Gyrrduz Maraca DIVI510N It acarpaylea Na Cedifkote to sixt1� (ba! calendar do¢. T4 o z hesGessPySt steel 5ta'i be 8 NYe wuoated stress-relieved p }x.ae Pop( ab Mod sell to fsd an4 $Boone `-eatI Fa �Cblued extubr toulk'rat a iteme xKh Fvnrdwd 1 »Stoped by serer Lrnr' bctq.H` I xhr$ a push fst Cwpietbn Schedule with» ten N: tr>o $trod mauiachred In accordaae Lath the orrant ASTM h1 x19 WP y by EIFS peel pkits, state mosavy meta pae�, ad exposed U. CAIb'S Yoe SEC lost - F NO) days OI rece'pt a CertNaote of Sbstad6l COTpte[bn. Any D0a5, tronas l to-drre ties ted AxIll �eGiRSONal la U coated Seven-ir'ae Factory trashed ad approved roaig ccnNataz (amla with Beet metol FI�1vg pYds. D65-25 Pb-k cat hcwred the Nthitect a Nchitut's car uNwts (erten Masar+T Stress--Releved Strad la FYestrersed Cwuete. The mrsrcm Lie product ad in Strict Contaf ree with Nc manufacturers 13. ExTt Devices Van DL xh arl;%ret fire < by [ 2. Dow Cwnrp lab a 5E 51 Kaes 56,51-700: oro pat qq Series 6O cate+do' dpi Of sbstatbl carp'ettaJ IO close cvt Ne Centre a uRirote Sirerc h sell W 250pAO pzt a 770,000 fast. as instructions. Its only approved EF'Dhi mavfachru k Galiste sNcore seo'ad to 4deria Sae cork CarStWn ad 14. Doctor ba'dz Ives 5»r ttdz: 5 project roil be deleted Fran t4laMratw's Cadrat ty FFeligltig Devices rogJrod by dei19n- Stull Systems ad Firestone products, wallifba- the movement JoCtts. 0482 10or�9 al Fe ttvs'go order. ferrates requ%red by the Contract Dacomas ReIrlaG Ws call Far h accordance wit Ue erred ASTM, 15. Tran Selection Van o.prh doll cattre+ce on the cadq d date bf 5bstadol Completive B. 7}e Cwtractor, h the wale of di trate dsc IH.S, MII des Ab15-M Grace 60 a Dade 40, oe required by 13 SEMITTALS 3. Trento 834 a Somebxn SonobS: One pat sliaezed qbm Series Noduatz% Fir of the York regardless provid of ay EgtpmeM maretahru5 uarady tam nod all tuft kF" r e tor' ad the dos A Roof 6.'a-atee anter telex Cooke[ far general Yderhr Co lkhg ccMton. unless ONerwse provided h NC Cenill of 5b5twUof Por ay »9• Da `Sri o(uarhhn +len' Yg 15'1 4:A alien.' Claim to uxrplete Ne wwa-E end to restore Execution: 1. Pro vhd6 20 y°a' wTtten grratee an Carlisle (ron+rov»9 ALL W. Electra Strike 75'-0' from c Cov a o fected Surfaces recall Iran Not work of Lht> Contract to DM5104 11 their orhJ»ol em5tion and to the sotlef¢tion d the Archtect. L AN weld' fa deskpated connections sail be dare by a MO oro• 4. Tre rto DynaAc or Sorrrban lot Core pat, Fat. urhg A Stadxd Door wTh a Yale Mortise Lok, use o FE5 eon nob t.dwsv: uJr o_ in WFxur-rv0-rrl% gAto certified Nolsdato 2, in oddllal provde 10 µea- molten go -atee an CeriFsle Electric Strike. 01006-1224-BLK and tion KN ooexreNKre sapient fa aa%ual Hukr $want cordl7as. - - - - - - -1 -k - ._'-` - ' - . DTVI ION VALVE BOX TOP SECTION C ' CENTERED ON VALVE OPERATOR (3 REQUIRED) CAST IN COVER HINGE 1 44.5" X 50.5" FRAME MOUNT CHEMICAL PUMP OVER CONTAINMENT TANK 3 " SCH, 80 PVC CONDUIT 36 X 36" ACCESS HATCH TO VALVE MANHOLE WITH SAFETY GRATE 4 * ) " VENT VALVE MANHOLE COVER 230 GALLON FERRIC IRON TANK so ��'° � s, CHEMICAL FEED _ 4' - 6" X 61-0" X 24•• HIGH TUBING 1 " PREFORMED CONTAINMENT TANK �6 012" X 8" 120" DIA. MANHOLE REDUCER 8" BUND 12* B" BUND FLANGE B" BUND FLANGE 12" X 8" CROSS B" GATE VALVE CHEMICAL ROOM ELECTRICAL ROOM MCC 12" FLANGED COUPLING ADAPTOR 8" FLANGED COUPLING ADAPTOR 6" MJ SLEEVE � EMERGENCY EYE MANHOLE VALVE INJECTOR = , WASH STATION 12" MJ SLEEVE _ _ } ?,y RE _ _ _ •: - UMF �� 8" MJ SLEEVE 12" PVC = _ ' 12" DIP _ -B--BIP- 44.5" X 50.5" FRAME 8" MJ SLEEVE , 36 X 36" ACCESS HATCH .- 8" CHECK VALVE WITH SAFETY GRATE 8"-90' BEND 8"-90' BEND 8" FLANGED COUPLING ADAPTOR 3" SCH. 80 PVC CONDUIT 8" CHECK VALVEI B" GATE VALVE TO CHEMICAL ROOM g MINIMUM 7' COVER zto © 0o , MORO VALVE MANHOLE/LIFT STATION PLANo 18 HINGE PRECAST CONCRETE COVER 4" SCHEDULE 46"xB8" AC EL=888.90 40 WELDED STEEL YENT WITH COLLAR CONTROL BUILDING FLOOR PLAN 36" X 36" ACCESS HATCH VENT 0 1 2 STEEL REINFORCED POLYPROPYUNE STEPS SCALE FEET TO CHEMICAL FEED TUBING `O 2ND WRAP WITH INSULATIO MOTOR SS PUMP GUIDES EL 880.50 TOP OF PIPE ¢, \:\ EL 879.96 12" DIP rt EL 879.98 8" 90' _ BEND - 4- I=B78.5D - 12" PVC 11 n „ 4" DIA. C.1. I=876.50 DRAIN STRAINER w wLIFT no - a 0 4" GATE VALVE STATION co n a W W TpI C4 0 IrW CONDENSATE DRAIN TO EXTERIOR REFRIGERANT PIPING, WALL LOWER SIZE PER MANUFACTURER'S CCNDENSNG UNIT GENERAL NOTES MOTORIZED IL-2 MWNT RECOMMENDATIONS �+ AP DAMPER TOP ® 8'-8' 9/6 DOMN &CRONE pAp 1 - COORDINATE INSTALLATION OF MECHANICAL ITEMS WITH OTHER MD_z A.F.F. � To 6' A.F.F. TRADES, DED -- z I PENETRATIONS ----- J! 2 — MAINTAIN REQUIRED CLEARANCES FRONT AND DIRECTLY Ewlnusr FAR EL-:11 �i SEAL WALL1 OVER ALL ELECTRICAL PANELS ANDD MCC EQUIPMENT, SECURELY SUSPEN FROM STRUCTURE PATH i ACCEMSS P' g 3 - SECURELY ATTACH AIR CONDITIONING UNIT FROM ATN BOTTOM A 8'-0' VIBRATION ISOLATORS I 6 1 STRUCTURE AS PER MANUFACTURERS RECOMMENDATIONS. s 4 - SECURELY ATTACH EMERGENCY EYEWASH STATION UNIT FROM STRUCTURE AS PER MANUFACTURERS RECOMMENDATIONS. ELECTRIC ------ AIR CONDITIONING HEATER § ELECTRIC UNIT A I(,�-1 �z ^ � -- CONNECTION HEATER (TYPICAL) EH-1 — EMERGENCY �\ EYEWASH STATION MOTORIZED DAMPER FF.E, 889,10 THIS DRAWING HAS BEEN MODIFIED WALL LOUVER MD_I i TO REFLECT POST BID VALUE WL MOUNT I ENGINEERING CHANGES, A.F.F. — 1 16/8 OPEN TOP 2 4.15 ii it Nath 1 MECHANICAL MODIFICATIONS PLAN 1 2 3 4 _6 8 4.14 Crophic Scale 00 M II N O. 1 N f- w w rn I N M EXHAUST FANS MOTQRINTER- 1 FAN MODEL FAN CAPACITY S.P. TIP EST. LOCK N0. LOCATION SERVICE NO. • TYPE CFM '1y,G, SPEED FAN SONES DRIVE TYPE H.P. R.P.M. ELECTRICAL ACCESSORIES REMARKS LOCK FPM RPM CHARACTERISTICS WITH EF-1 CHEMICAL ROOM CHEMICAL ROOM SQ-75-D IN-UNE 100 0.25 2688 1264 3.2 DIRECT ODP 1 /30 1264 115/60/1 VIBRATION ISOLATORS, UNIT MOUNTED SPEED CONTROLLER MD-1 , IAD-2, LIGHTS z w BASED ON: GREENHECK WALL LOUVERS LOUVER VADTH HEIGHT DEPTH FRAME BLADE SQ, FT, NO, LOCATION TYPE SERVING INCHES INCHES INCHES TYPE TYPE FREE REMARKS AREA WL-1 CHEMICAL ROOM INTAKE CHEMICAL ROOM 16 16 6 CHANNEL DRAINABLE 0.90 MOTORIZED DAMPER MD-1 WL-2 CHEMICAL ROOM EXHAUST CHEMICAL ROOM 16 16 6 CHANNEL DRAINABLE 0.90 MOTORIZED DAMPER MD-2 * BASED ON: RUSKIN ELF6375D MOTORIZED DAMPERS 52E CONTROL DAMPER DESIGN BLADE ACTUATOR NO, LOCATION SERVING CFM WIDTH HEIGHT TYPE TYPE ACTION POS, REMARKS INCHES INCHES MASONRY MD-1 CHEMICAL ROOM CHEM RM INTAKE 100 i6 16 OPPOSED 120V 2-POS N.C. n ANCHOR MD-2 CHEMICAL ROOM CHEM RM EXHAUST 100 i6 16 OPPOSED 120V 2-POS N.C. --1 / 1� SHEET METAL SLEEVE HEAD / IN MATERIAL INDICATED ON DRAWINGS. * BASED ON: RUSKIN CD50 /f DAMPER CAtMU NG < ANGLE �(y 12' RD AIR - COOLED CONDENSING UNITS CLIP ((/� CAPACITY pMg, SUCT. COND. MINIMUM MOTOPoZED UNIT MODEL AIR ELECTRICAL BOLT - 6'x'. LOCATION TOTAL TEMP, TEMP. FAN CIRCUIT Fl.OW CHARACTERISTICS REh1ARKS DAMPER OPE NO. NO. • MBH TONS F. F. H.P. AMPACiTY CU-1 GRADE 3BHOR024 123.0 1 .9 195 45 1 /8 16.8 HORIZ. 208-230/60/1 MATCH TO ACU-1 , 4' CONC. PAD i6'xi6' EXTERIQR INTERIOR O.A. INTAKE — • BASED ON: CARRIER LOUVER DUCTLESS SPLIT AIR CONDITIONER SHEET METAL /�-ACCESS PANE SLEEVE SHALL BE OF SUCH LENGTH AIR TOTAL NR MIN. �SCRVET! THAT DAMPER CAN CHEMIC UNIT LOCATION MODEL CAPACITY VOLUME JFAPN�� ELECTRICAL CIR. CONTRA S REMARKS LOUVER OPERATE FREELY NO. NO. ' MBH CFM SEDS AMP, FILTER ACU-1 ELECTRICAL ROOM 40QACO24 23.0 600 3 208-230/60/1 0.63 CLEANABLE REMOTE T-STAT IMATCH TO CU-1 • BASED ON: CARRIER SIL ELECTRIC HEATERS KT p UNIT LOCATION SERVING TYPE KW REMARKS n LOUVER INSTALLATION 415 NO AIR 4. 15 NO SCALE EH-1 ELECTRICAL ROOM ELECTRICAL ROOM UNIT HEATER 3.0 BY DIVISION 16 EH-2 CHEMICAL ROOM CHEMICAL ROOM UNIT HEATER 7.5 BY DIVISION 16 THIS DRAWING HAS BEEN MODIFIED TO REFLECT POST BID VALUE U 3 aI ABBREVIATIONS LUMINAIRE & DEVICE LEGEND SCHEMATIC SYMBOLS ONE- LINE DIAGR A AMPERES M MOTOR STARTER OPERATING COIL BD 00 WALL MOUNTED H.LD. LUMINIARE. MOUNTING HEIGHT PER o PRESS TO TEST LAMP-LETTER ACK ACKNOWLEDGE MAX MAXIMUM SCHEDULE, UNLESS NOTED OTHERWISE. 'DD' INDICATES RUN DENOTES COLOR 52 AIR CIRCUIT BI 3Ns o a WITH OPERATI 6 AFF ABOVE FINISHED FLOOR MCM THOUSAND CIRCULAR MILS DUSK—TO—DAVM, 'NS' INDICATES NIGHT—SETBACK, o o �oOFF o o�o� SELECTOR SWITCH "`off AFG ABOVE FINISH GRADE MCP MOTOR CIRCUIT PROTECTOR B1 aor-�Q 33 POLE MOUNTEDH.I.D. LUMINAIRE, WTH WP GFI OUTLET. AUTO LL on AM AMMETER MECH MECHANICAL 3 r+s wp SEE FIXTURE SCHEDULE AND NOTES. °�°� ANN ANNUNCIATOR MFR MANUFACTURER t o TORQUE SWITCH - NC, NO Q o�fl DISCONNECT `. AS AMMETER SWITCH MH METAL HALIDE C1 FLUORESCENT LUMINAIRE, MOUNT ON STRUT SPACER OR z AWG AMERICAN VIRE GAGE MIN MINUTE OR MINIMUM 3 CHAIN HANG WHERE NOTED AT HEIGHT INDICATED. °-O\o-®-� FUSED SWITCF o a SHEAR PIN SWITCH - NC, NO o BKR BREAKER MTD MOUNTED 3 FLUORESCENT LUMINAIRE. WALL MOUNT WITH STAINLESS -0 �� Sou°- LIGHTNING AR' BLDG BUILDING STEEL HARDWARE. SEE TYPICAL MOUNTING DETAIL. �� - NF NON-FUSED o o CIRCUIT BREAKER 30A C CONDUIT NC NORMALLY CLOSED E 1=:y EMERGENCY FIXTURE, MOUNT PER FIXTURE SCHEDULE. FUSE - NUME CKT CIRCUIT NO NORMALLY OPEN 3 AIM FOR MAXIMUM COVERAGE OF EGRESS PATHS. MAGNETIC TRIP CL CENTER LINE NTC NOT CONNECTED F 4 HAZARDOUS LOCATION FIXTURE, WITH RATING PER LIGHT J� L. GROUND CONI CO CONVENIENCE OUTLET 3 S FIXTURE SCHEDULE (Cl , Dl OR Ct , D2). THERMAL TRIP y CONN CONNECTIONS OL(S) OVERLOAD RELAY CONTACT(S) CONTROL OR Rn+ RUNNING TIME METER D LETTERS DEN( CONTR CONTRACTOR 3 ()mo STANCHION MOUNTED LUMINAIRE, SEE MOUNTING DETAIL. CP CONTROL PANEL PF POWER FACTOR ff -JF- CONTACT — NC, NO RELAY OR CO CPT CONTROL POWER TRANSFORMER PVC POLYVINYLCHLORIDE CONDUIT XY COMBINATION LED EXIT WITH HEADS. ARROWS, IF ANY, u 52 DENOTES FUN CS w CT CURRENT TRANSFORMER REQ'D REQUIRED STATION3 HEADSINDICAFOR MAIIMUMON RCO RROWS AGE OF EERE GRESS PATHS. sz O RED, AIM OPERATING COIL, LETTER OR O O STANDARD (A o CU COPPER RS RIGID STEEL CONDUIT NUMBER DENOTES DEVICE POTENTIAL TR RTM RUNNING TIME METER 3way $ a SWITCH WITH NO MARKING IS SINGLE POLE, 2P=DOUBLEI '� TYPE WITH PF DE DUAL ELEMENT POLE, 3 IS 3way, 4-4way, M=MOTOR RATED DISC SW. —N- PLUG AND RECEPTACLE w DISC DISCONNECT SDS SPECIFIED IN OTHER DIVISION SMALL LETTER INDICATES SWITCH LEG. OT CURRENT TRA DP DISTRIBUTION PANEL OF SPECIFICATIONS V=VOICE LINE OR PROVISION V v TELEPHONEDATA OUTLET . , o j, PUSHBUTTON CONTACT - SE SERVICE ENTRANCE o— o p ( ) , i D=DATA. 4 x 4" DEEP BOX W/ SINGLE GANG MUD RING NO & NCa CONTROL STA ELEC ELECTRICAL SEC SECOND OR SECONDARY 1 " CONDUIT TO TELEPHONE PANEL (OR BUSHED END IN m EMT ELECTRICAL METALLIC TUBING SIG SIGNAL N o 9Z� o o PUSHBUTTON SWITCH, EP EXPLOSION PROOF SOL Vv SOLENOID VALVE CEILING CAVITY). SEE SPEC SECTIO 16700. w INSTRUMENT MUSHROOM HEAD - NC, NO EQUIP EQUIPMENT SP SINGLE POLE DUPLEX CONVENIENCE RECEPTACLE. NUMERAL INDICATES INDICATING U( EWC ELECTRIC WATER COOLER SPECS SPECIFICATIONS is qp 1S0 BRANCH CIRCUIT, INCHES ABOVE FLOOR IF OTHER THAN °�O ' DOUBLE CIRCUIT PUSHBUTTON R COLOR SSNR SOFT START' NON-REVERSING ce EP PER SPECIFICATION, TEXT INDICATES SPECIAL CONDITIONS: o o = SWITCH wp F & I FURNISH AND INSTALL SSR "SOFT START" REVERSING N+P= WEATHERPROOF, GFI=GROUND FAULT INTERRUPTER, 20 MOTOR - NUI i FU FUSE OR FUSIBLE SW SWITCH EP=EXPLOSIONPROOF, ISO=ISOLATED GROUND. TYPICAL fl o-o�-o-a MAINTAINED CONTACT S.S. STAINLESS STEEL (TYPE 316) 2 ISO PUSHBUTTON SWITCH d GFl GROUND FAULT INTERRUPTER n; t EP DOUBLE DUPLEX CONVENIENCE RECEPTACLE. "- E- o� V MOTOR CIRCUI GND GROUND TD TIME DELAY o ENERGIZED TIMER CONTROL - s GRS GALVANIZED RIGID STEEL CONDUIT TEMP TEMPERATURE O 0SURFACE OR WALL JUNCTION BOX. NC. NO E o o y MOLDED CASE TSTAT THERMOSTAT p ,p SURFACE OR WALL THERMOSTAT. HD HEAVY DUTY UH UNIT HEATER NEMA GONFlG SPECIAL PURPOSE RECEPTACLE. NEMA CONFIGURATION ° CCONTRODE—ENEL - NC,¶NOR X11&— CONTROL TRA HP HORSEPOWER U.N.O. UNLESS NOTED OTHERWISE 48 e DEVICE AND HOMERUN SIZE WERE INDICATED. HPS HIGH PRESSURE SODIUM �3 j10AwG-3/4' FLOW SWITCH - NC, NO R RUNNING TIME HTR HEATER V VOLTS 2np u0 MOTOR MAKE CONNECTIONS, PROVIDE DISCONNECT AS 6 HZ HERR (CYCLES/SECOND) VM VOLTMETER 4 4 INDICATED. MD=MOTORIZED DAMPER. VS VOLTMETER SWITCH LIQUID LEVEL SWITCH - _jc' THERMAL OVE IMC INTERMEDIATE METAL CONDUIT Vv VALVE + 'COWN'is EQUIPMENT CONNECTION, AS NOTED ON DRAWINGS O NC, NO INCAND INCANDESCENT VFD VARIABLE FREQUENCY DRIVE o a TEMPERATURE SWITCH - STABS IND INDICATING OR INDICATOR NEMA 3RLp DISCONNECT SWITCH IN NEMA ENCLOSURE W WATTS OR WIRE 6 -o-�� NC, NO W WITH NEUA I � COMBINATION STARTER IN NEMA ENCLOSURE I POWER TRAN`. JB JUNCTION BOX o 0 M WATT-HOUR METER °-O� PRESSURE SWITCH - NC, NO J-BOX JUNCTION BOX VIA WATT METERELECTRICAL STRUT MOUNTING STAND, SHOWN W/ DISC kVA KILOVOLT-AMPERES WW WIREWAY AND CONTROL STATION, SEE TYPICAL MOUNTING DETAIL. o-o�o o LIMIT SNITCH - NC, NO kVAR KILOVOLT- AMPERES REACTIVE WP WEATHERPROOF tp+ �� SURGE CAPA( kW KILOWATTS 111196011 � ELECTRICAL PANEL, SEE PANEL SCHEDULE. XDCR TRANSDUCER ® E-� FUSE LT LIGHT XFMR TRANSFORMER CIRCUITRY - EXPOSED, SURFACE MOUNTED POWER FACTC LMF LIQUID-TIGHT METALLIC XFR TRANSFER �� <-�� FUSING AND 1 CORE FLEXIBLE CONDUIT - - - - - �o--0 CIRCUITRY - BELOW GRADE OR UNDERFLOOR � I DISCONNECT SWITCH RELAY WITH CIRCUITRY - CONCEALED IN WALLS OR CEILING E COLORS NMT SOLID SLASHES INDICATE NUMBER OF #12 AV1G WIRES IN A AMBER 0 ORANGE CONDUIT. i INDICATES AN INSULATED GROUND CONDUCTOR, a � im fl FUSED SWITCH CIRCUIT LEGE 'N' INDICATES OVERSIZED NEUTRAL CONDUCTOR (#IOAWG), o- o ® -0 BK BLACK R RED -I- ROUND CONNECTION NUMBER OF CABLES BR BROWN V VIOLET QUANTITY OF CONDU CHASSIS GROUND PER CABLE BU BLUE W WHITE CONDUCTOR SIZ e INDICATING LIGHT - LETTER GRN GREEN Y YELLOW DENOTES COLOR fff F- CONDUIT SI GY GRAY AE CONTROL TRANSFORMER 2- 1 /C- #12-3/4" GRS THERMAL OVERLOAD TRIP UNITS CIRCUIT DESK REFER TO CABLE & CONDU 3 1 Non-combustible wall - no openings / MVEC MUST BE NOTIFIED 48 HOURS MINIMUTA PRIOR TO PGURING TO ALLOW GROUND- GRID i PLACEMENT AND CHECKING OF FORMS. ^\ Customer must pour pad and provide PVC installed as directed by 61VEC. 1 / i \ PVC for secondary sized and placed as directed by owners electrician. \ ( II PVC ndary 48'L Min . Ground rods and ground wire installed 6y LtVEC. f Extend PVC for primary beyond any area to be surfaced at owners expense. Z U Customer provides and installs ALL secondary conductor. ., C1030 C1040 # �k Conduits of adequate size and number to receive all necessary primary or secondary \ � C7050 wires shall be provided by the customer. C1010 i `\ t/ C1012 z 1 /2' Reinforcing I C1015 !/ \ '"�� \ ` v rods 6" O.C. It- IT —,t--tl Notes: i -� A 1, I\ Z each way I I — 1. Sail: bearing value is to be 2000 PSF rZ � \ 710001010 Secondary 2. Concrete testing 3750 poundes per square inch after 28 days. Alaximum aggregate 3/4 inch. 1012 �2 /FH i;c \ �� i/ \\ �® ` SEE SHEET �� i Side 3. Minimum concrete cover over reinforcing sleet 2 inches unless noted. 1015 \ i \ 418 4_ Wood flat finish, leaving no depression. 1020 Oj / / C1060 \ �' Primary II II L4 5. Reinforcing steel, ASTTA-A615 Grade 40 placed approximately 6" O.C. each way and securely `-j� J- � /� \ j r Side OPENING tied together. �' .\ 2 GENERATOR ^ V C1110 / 0 1 C 6. The minimum distance from concrete pod to windows, doors and combustible material shall \ Concrete pad be 10 feet. \ / / 1003 j provided by - � " / customer I 7. The minimum distance from concrete pad to building or attachment shat be 48'. More =\ /O is required for combustible walls or to doors or openings. See respective state code if a greater distance is requiredIf — B. Conduits of adequate size and number to receive all necessary primary or secondary wires UTILI a TRANSFOftkIER shall be provided by the customer. i J 9. Conduits for secondary cable mus be laced as close) as possible to the right side 1000 C1000 0 2-4" PVC Y P Y P 9 O / o re Wred for 1 " PVC required of opening in pod. The 17 inches shown is finished dimension. 6 . 7 (- Primar Direction for grounding provided Y B E B 10. When electrician hen pad is located in a traffic area 4" steel Posts filled with concrete must be placed at specified by A corners of pad far protection, by customer ® direction of MVEC Engineer. o design engineer) FRONT i A 10' CLEAR AREA IS REWIRED IN FRONT OF PAD 1 l h Toot or FIish d 4° i F Chomfer REINFORCING STEEL Grade i. a I f ; rt � l ' , , -3 30" Min . 1PVC with I _ I -6" send cushion Sweep = IIIIi Iy { I� ' 1 I ' ; ti i Ground sleeve provided by (AVEC, installed by customer To Service 2-4' PVC0 10 20 Equipment and Sweeps (by Customer) N® NORTH CENTRAL LIFT STATION ELECTRICAL SITE PLAN SCALE IN FEET Transformer Pad Dimensions Design THREE PHASE TRANSFORMER KVA A B C D E F Weight GROUND SLEEVE 75- 1500 8.5' 27" 18" 15" 48" 8" 15,000 lbs GENERAL NOTES: NUMBERED NOTES: 1 . FIELD ROUTE CONDUIT. Ot 5/8'x IV COPPER CLAD STEEL GROUND ROD PATH EXOTHERMIC HELD TO CONDUCTOR SHOWN. 2. COORDINATE POWER SERVICE WITH UTILITY COMPANY (SECTION TRANSFORMER PAD DETAIL 16400). 02 ¢1/0 AWG BARE-STRANDED COPPER GROUND CONDUCTOR AT 12' BELOW GRADE, TYPICAL NO SCALE 3. CONTRACTOR SHALL FIELD CONFIRM ALL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES, CABLES, CONDUITS, PIPING, O 11/0 ANG BARE-STRANDED COPPER GROUND CONDUCTOR, BOND ETC, PRIOR TO EXCAVATION. CONTRACTOR SHALL REPAIR ALL TO GENERATORA14CLOSURE GROUND. THE ABOVE THAT ARE DAMAGED OR REMOVED AS A RESULT OF CONTRACTOR'S OPERATIONS. REPAIRS SHALL BE AT NO O g1/0 ANG BARE-STRANDED GROUND. BOND TO SERVICE ENTRANCE ADDITIONAL COST TO THE OWNER. 4. UNDERGROUND CONDUIT SHALL BE SCHEDULE 80 PVC. O UTILITY TRANSFORMER, COORDINATE INSTALLATION WITH UTILITY (SECTION 16400). SEE DETAIL. fFURNISH & INSTALL PRIMARY CONDUITS FOR UTIUTY USE. SEE _ DETAIL. O CONDUCT FOR FUTURE GRINDER CAP END. T C O fl. E O U rn c d C G W I HEREBY CERRFY TFLTT MS PLAn. SPECNICATION, M REPORT WAS PREPARED SHAKOPEE MDEWAKANTON SIOUX COMMUNITY SHEET Do BY LIE OR AL. ER iNE DIRECT S me I. .'ON AND r[E S I AU A DULY LICENSED •PJL BOLTON 8c MENK, INC . PROEEsslotw. ENOS:EER wLOEn THE uws OF THE STATE oP wwmesoTA Consulting Engineers & Surveyors D PJL 05-20--11 NORTH RESIDENTIAL SANITARY SEWER CONSTRUCTION p ��f CML 1 PJL 08-26-11 4 . 17 MANKATO, IAN FAIRMONT, IAN SLEEPY EYE, MN NORTH CENTRAL LIFT STATION Patrick J. Lehnherr <xcaco BURNSVILLE, MN WILLMAR, MN CHASKA, MN 0 uc NO. 25033 05-20-11 PJL FWASEY, MN NOPLEWOOD, MN BRAINERD, IAN A1AE5, 1A ELECTRICAL SITE PLAN & DETAIL 3 v1 1040 GENERAL NOTES: z 1041 1 , FIELD ROUTE CONDUIT. ___ o � - 10311 2, COORDINATE LIGHT FIXTURE LOCATIONS WITH PIPING, HVAC, __ . h CAP END ETC. / i � \ C1050 i 1110 3. COORDINATE LIGHT SWITCH LOCATIONS WITH DOOR 51'IIJG. CONFIRM BEFORE INSTALLATION. f 7 z 4, HVAC INTERLOCK, DAMPER ACTUATOR & CONTROL CIRCUITRY BY TEMPERATURE CONTROL CONTRACTOR, POWER WIRING BY I IF IF" I I - / / c1040 _ — ! 10 I I DN. 16. -- {7 Fee o :,. / / .-. /�j/ / - �� /�=- - - - - - - - - - - - - - NUMBERED NOTES: It /i/i/jam / C1110 01 3" CONCRETE PAD WITH 3/4' CHAMFERED EDGE. s / SERVICE ENTRANCE SWITCHBOARD (SECTION 16400). ". y�P _ — . m % `�WP ' i 7 CU tf � Q3 MOTOR CONTROL CENTER (SECTION 16900). ` m FFII o , o I 13 G1116G 1320 ACCESS 1002 ACU- 1 4Q LIFT STATION RTU. FURNISHED BY SYSTEMS INTEGRATOR, WALL CONTROL 1 \ - MOUNT WITH STAINLESS STEEL HARDWARE,rf s EF-1 LP-1 .3,5 i \ I-000K �! 1O O5 C.T. CABINET (SECTION 16400). Tu 1025 \ W/ ITS v 14 aR® MC C1060 \ 1070 I 16 © UTILITY METER (SECTION 16400). n 1120 03 \ EH-2Lp 24 7Q UFER GROUNDING ELECTRODE IN FOOTING. SEE DETAIL. ROUTE IP-26,28130 GROUNDING CONDUCTOR TO SERVICE ENTRANCE GROUND BUS. a 1000 1010 12 1 TO MANHOLE 17 1 On COORDINATE WITH BUILDING CONSTRUCTION, FOR FUTURE 10033 1022 SERVICE 05 GRINDER 5� c O2 rnBp CE 1005 9 48, © SCADA ANTENNA, FURNISHED BY SYSTEMS INTEGRATOR. 1005 1025 © 1 GFl COORDINATE MOUNTING. 19 19 4 CABLE JUNCTION BOX, SEE DETAIL. 1 C1000 $ jI 10 FLOAT SWITCHES. FURNISHED BY SYSTEMS INTEGRATOR. CIO TO UTILITY SUBMERSIBLE LEVEL TRANSDUCER. FURNISHED BY SYSTEMS 010 INTEGRATOR. 12 LOW TEMPERATURE ALARM THERMOSTAT. FURNISHED BY SYTEMS GENEROATOR C1015 L INTEGRATOR. 13 DEDICATED CHEMICAL FEED OUTLET WITH 'IN-USECOVER. SEE _ PANEL WIRING DIAGRAM, FURNISH LABELS INDICATING "CONTROLLED" AND "HOT'. COORDINATE EXACT LOCATION. 14 FURNISH AND INSTALL 30A, 240V. 2P, HEAVY-DUTY FUSED DISCONNECT SWITCH. ELECTRICAL PROCESS PLAN °, , , a O LIGHTING & GENERAL POWER PLAN °. 1 ,. I I I s 1s I10T USED, SCALE SCALE 16 30, 208V, 3PH UNIT HEATER WITH T'STAT, DISCONNECT SWITCH AND MOUNTING HARDWARE. BERKO HUHAA, WITH OPTIONS NOTED, OR EQUAL 17 7.5KW, 48OV, 3PH UNIT HEATER WITH T'STAT, DISCONNECT SWITCH AND MOUNTING HARDWARE. BERKO HUHAA, WITH OPTIONS NOTED, OR EQUAL, 18 ACCESS CONTROL PANEL BY OTHERS. COORDINATE MOUNTING AND CONNECTIONS, ROUTE In CONDUIT BETWEEN ACCESS CONTROL PANEL AND RTU, SEE DETAIL. 19 ROUGH IN DOOR FOR ACCESS CONTROL COMPONENTS. SEE DETAIL. 20 SEE SCHEMATIC FOR WIRING REQUIREMENTS, T C O Cl E 0 U rn c c U.) O 1 HEREIN CERTIFY THAT THS PLAN, SPECff nWl, OR RE 171` WAS PREPARED C¢e+.+-n 03 6f ME OR IRaDER MT DRECT SUPEFMSION AHD TLMT I AN A DULY DCENSEO PJL B O LTO " 49, M 1= M K, I " C . `" 6, °"` SHAKOPEE MDEWAKANTON SIOUX COMMUNITY SHEET PROFf5510i:P1 ENGINEER "DER THE IAWS OF DHE STATE OF IANNESOTA /J /f�NIIII Consulting Engineers & Surveyors o P � os 20-11 NORTH RESIDENTIAL SANITARY SEWER CONSTRUCTION U f�•fiu/ CML� A MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN 1 P.L OB-26- 17 4 , 18 N Patrick J. Lehnherr BURNSVILLE, MN WILLMAR, MN CHASKA, NN ELECTRICAL PLANS La t� 25033 ogre 05-20- i1 PJL RAMSEY, PAN MAPLEWOOD, MN BRAINERD, AIN AMES, IA 3 i� X1 /0 BARE STRANDED COPPER -CONDUCTOR TO A1C( LIGHTING PANEL - - LP EXOTHERMIC WELD, TYPICAL. j MOUNTING LOCATION SERVICE REMARKS d #2/0 BARE COPPER CONDUCTOR - EMBED IN MCC ELECTRICAL ROOM AMPS VOLTS PHASE WIRE M.L.O. I CONCRETE FOOTING FOR GROUNDING ELECTRODE. 100 120/208 3 4 j BOND TO REINFORCING STEEL IN FWING. AC'PATEDTED PHASE ANTICIPATED CIRCUIT DESCRIPTION JBKRCKTCKT BKR CIRCUIT DESCRIPTION VA A © CLOAD IN VA LIGHTS 2 450 2 20AlP STATION RTU OUTLETS 2 300 4 20AtP ACCESS CONTROL PANEL 20'-0' MINIMUM OUTLETS 2 400 6 20AIP FERRIC FEED PUMPS 1 & 2 SPARE 2 - - - - - 8 20AIP SPARE SPARE 2 - - - - - 10 20A1P SPARE 2 1 /2" t 1 /2 CONCRETE FOOTINGSPARE 2OA1P I1 - --- - 12 20AIP SPARE SPACE - - -- 13 - - - - - 14 20AlP SPARE SPACE - -- - 15 - - - - 16 20AlP SPARE SPACE - - -- 17 - - - - 18 20A1P SPARE LIFER GROUNDING ELECTRODE DETAIL SPACE - - - - 19 1000 20 30A GENERATOR AUXILIARY LOADS 2 NO SCALE SPACE - - -- 21 - 100022CONDENSING UNIT 20 23 1000 24 3P2P 25 1000 26 20A ELECTRICAL ROOM HEATER 3 AIR CONDITIONER 15A 27 100 1000 28 2P 29 100 m 1000 30 3P 0 - _ LIGHT FIXTURE SCHEDULE s — I TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER LAMPS VOLTS REMARKS o A CHAIN HUNG VAPOR- TIGHT FLUOR LITHONIA FElA4-232- IMACL-MVOLT-GEBIORS 2-32N-T8-3500'K120 1 ,2 _ Al WALL MTD VAPOR-TIGHT FLUOR LITHONIA FEM4-232-IIAACL-MVOLT-GEBIORS 2-32Yd-T8-3500PK 120 1 ,3 _ I B WALL MTD NPS LITHONIA TWAC- 50S-120- PE-LPI 1 -50Yd-E17- CLEAR 120 4 I C CHAIN HUNG FLUOR INDUST LITHONIA AF10-3-32- MVOLT- 1 3GEBIORS-HC 3-32W-T8-3500`K 120 IL2 3 j STAINLESS STEEL 24"H x 24"1'd x 10"D NEMA 4X a i ENCLOSURE VI/ SCREW-CLAMP COVER & PAD-LOCK 1 . SOLID STATE, RAPID START, ELECTRONIC BALLAST(S) RATED FOR MAXIMUM 10% TND. HASP. HOFFMAN #A-24H241OSS6LP, OR EQUAL 2, CHAIN HANG FIXTURE AT 8 -0" A.F.F. 3. WALL MOUNT AT 8'-0" A.F.F. 4. WALL FIXTURE AT 8'-0" ABOVE FINISHED GRADE - I i FURNISH & INSTALL 24 POINT, 600VAC BARRIER TYPE -- TERMINAL BLOCK TO CONNECT CABLES, LABEL ALL -"" -- TERMINALS & TAG ALL CONDUCTORS PER MFRS. DRAAINGS. SIZE TERMINALS FOR CONDUCTORS. INCLUD- TERMINALS i d FOR FUTURE PUMP & GRINDER. CABLE AND CONDUIT TO j E CROUSE-HINDS TYPE CGB CONNECTORS, ONE PER CABLE. EQUIPMENT PER SCHEDULES. ; I SIZE PER CABLE O.D. SEAL CONDUITS WITH SILICONE LJ CAULK, I C 2- 1 /C-#12 ( STAINLESS STEEL VENTILATED BOTTOM ENCLOSURE CONSIST NG OF1 & i - I /G- gt2-cuD- 1 /2" HOFFMAN A-FK241OSS FLOOR STANDS & PERFORATED 12 GA. 4"x4" DEEP JUNCTION BOX W/ STEEL BARRIER TO 120V POWER CIRCUIT ( BETWEEN HIGH POTENTIAL & LOW POTENTIAL PUMP & FLOAT SWITCHSTAINLESS STEEL FRONT COVER FASTENED W/ STAINLESS STEEL VARING. COORDINATE W/ ACCESS CONTROL PLENUM RATED UNIVERSAL CABLE TO SYSTEM & DOOR HARDWARE SUPPLIERS. CONTROL SYSTEM SUPPLY R CONTROLLER, BY ACCESS CABLES CAPTIVE HARDWARE. \ N TRANSFORMER OR POWER SUPPLY, BY SEAL CONDUITS W/ SILICONE CAULK DOOR HARDWARE SUPPLIER, MAKE HIGH & LOW POTENTIAL CONNECTIONS II 1 -4/C—/18—SHIELDED-1/2"EJ.1'T MOTION RTE BY ACCESS I GROUT OPENING CONTROL SYSTEM SUPPLIER N (N.I.C.)YdTH NON-SHRINK Li t -2/C-y18-SHIELDED—I /2"E.M,T, , I GROUT � ..-. . �L _-. - - . . - . .. ' - -.. - o � MAGNETIC DOOR POSITION, BY ACCESS --- a e t r I w o _ -_- CONTROL SYSTEM SUPPLIER (N.I.C) SCHEDULE 80 PVC I i MAGNETIC DOOR CABLE HOLDER I m POSITION, BY UNPOWERED CONDUITS SEE PLAN. [ ACCESS CONTROL HINGE a 1 I ra' SYSTEM SUPPLIER � l i — CONDUIT FOR FUTURE 4"x4" DEEP ,UNCTION BOX W/ i —GANG RING & CARD READER GRINDER BY ACCESS CONTROL SYSTEM SUPPLIER (N.I.C.) LL ( UNPOWERED BELL ENDS ELECTRIC STRIKE, BY HINGE HARDWARE SUPPLIER I i ) COIL 5' EXCESS PUMP, FLOAT SWITCH & 1 CABLE TYPICAL. TRANSDUCER CABLES W/ j MFR'S ANCHOR KIT. SECURE UNPOWERED T I FLOAT SWITCH & TRANSDUCER ( HINGE s it CABLES TO ANCHOR CABLE CL E % WITH LARGE NYLON CABLE i -- -- TIES EVERY 24 ELECTRIC STRIKE/CARD ACCESS ONE-LINE DIAGRAM � NO SCALE OUTDOOR CABLE JUNCTION BOX MOUNTING DETAIL o NO SCALE TYPICAL c w p i HEREDY CER1P( 7}417 THC PINI, SPECTWAW4.T kT REPORT WAS P �ARE14SED PJL E3, (Z) LTO N 4& M E N K, I N C . '" a" D'g SHAKOPEE MDEWAKANTON SIOUX COMMUNITY SHEET m 6Y WE CR UNDER M! R MO SUPERI'd10N AND E 10.0 A DULY SOT( D PRaFE190Wt ENCP:EER UNDER THE CANS OF THE SPATE Of L� NNESaTA /) � Consulting Engineers & Surveyors D P9 os-2D-tt NORTH RESIDENTIAL SANITARY SEWER CONSTRUCTION CtAL MANKATO, MN FAIRMONT, AIN SLEEPY EYE, MN P`L DB f 4 . 19 Patrick J. LehnherrBURNSVILLE, MN WILLMAR, MN CHASKA, MN DETAILS AND SCHEDULES Q iw ra 25033 DAY _ 05-20- 11. __ cPJL RAMSEY, MN MAPLEW'OOD, MN BRAINERD, KIN AMES, IA <" 400A, 480V, 30, 3W BUSSING W/ NEUTRAL PAD, BRACED FOR 42000A, RMS, SYM1025 r 400A, 480V 30 3W BUSSING W/ NEUTRAL PAD , BRACED FOR 42000A, RMS SYM , 40OA/3P AUTOMATIC TRANSFER SIMTCH I I b VATH SOLID NEUTRAL _ w 400A 3P FRAME ) 20OA/3P ) 20OA/3P ? > 60A/3P > 15A/3P MOLDED-CASE, N o W/ U.L. SERNCE / L w ENTRANCE LABEL / uEut O0 00 S o I ( ( a � � F_ � LPI TRANSFORMER U J— o 4 - _ — _ - _ _ — _ _ � i � m N '= } 4830 kVA 30, AV w z _ _ LIGHTING PANEL J DSURAPS - - — — LIGHTING 120/208V N g I 400A/3P I VARIABLE FREQUENCY DRIVE VARIABLE FREQUENCY DRIVE p�'L 125A, 3PH CND NEUTRAL lNON- AUTOMATIC , - - - - - - - - - - - - - - - MOLDED-CASE J - - - - - 1 - m � SWITCH - - - - - - - - - - - - - - - - - - - - - - - o N M O O GROU D FAULT a PROVIDED W/ 0 0 0 0 0 0 0 GENERATOR C rT(3) - 1UTILITY - - - - - - - - - - - - - - - - - - - - 1 APPROVED GFP INDICAT ON START , zCT CABINET L _ _ ONLY. NO TRIP g ZERO 25DAt3P SEQUENCE NOTE: DO NOT BOND I p 7 UTItJTY CT GENERATOR NEUTRAL S o I 0 ; AdETER TO GROUND AT GENSET. " o 1250 STANDBY, 277/480V, 30, 4W, 85 85 7.50 o 60HZ DIESEL ENGINE GENERATOR SET CHEM o o IN SKINTIGHT V0THER PROOF, SOUND- v v v ROOM z �7 ATTENUTING SKINTIGHT ENCLOSURE. N N HEATER z z z z EH-2 MOTOR CONTROL CENTER ONE-LINE DIAGRAM NO SCALE LEGEND o SYMBOL DESCRIPTION Q E 0 MOTOR CONTROL CENTER MOUNTED * FIELD MOUNTED rn c c c w p i HERE9Y CERR Y THAT TMS P Nt SP£COCATiON, OR REPORT WAS PREPARED " P m PW VE OlRtu�RGgW EEEER 'CTTSSUPEERE'M1SON LAAS OFT HTE T I A A D Y LICENSED PJL BOLTON SESOTA, c M E N K, INC . �v. BY �A,< SHAKOPEE MDEWAKANTON SIOUX COMMUNITY SHEET /92 �»'+ Consulting Engineers & Surveyors 0 PJL 05- 20-11 NORTH RESIDENTIAL SANITARY SEWER CONSTRUCTION N C1AL f.1ANKATO, MN FAIRMONT, MN SLEEPY EYE, MN 1 PJL 08- 26-11 4 , 20 Patrick J. Lehnherr rn BURNSVILLE, MN WILLMAR, MN CHASKA, MN MOTOR CONTROL CENTER ONE— LINE DIAGRAM LC M 25033 DAIT 05-20-11 PJL RAMS EY, MN M,APLEWOOD, MN BRAINERD, MN AMES, IA U A al 4.21 001 — I FIELD MOUNTED MOUNTED IN CONTROL PANEL SCP _ I 071 — f S 002 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - 072 — r073 VARIABLE FREQUENCY 5 004 — 074 — 61040 DRIVE 005 — I I 075 — IN MCC CABLE 006 — 076 — I I JUNCTION i 007 — I I 077 — BOX PUTT UMP 2 008 — 1000 078 — NO70R 009 — - - - - - - - _ 079 — I — 010 — 120VAC � _ - - - - - I 080 — OUTPUT 011 — LPI -2 - - - - - - Ito i 081 — x-1 - 012 — I I 082 — I 1041 013 — �! _ _ j L�083 � - - , � UFT PUMP 2 014 — 084 — - N L - - - - - - - - - - � 016 086 I I LSENSOR h 017 — I a , I 087 — 1042 018 — 088 — RECUIRED ( 019 — 089 — - - - — REQUIRED 020 I w 020 — I ( 090 — I �W - - - - -- - - - - - - - n v , I 0 021 RUN 091 — F - - - - - - - - - - - � RUNNING 022 — ANTENNA I I 092 — i WD T vII_ � 023 — - I , 093 '— A � r - - - - - - - - - - - ;fl ; VFD ALARM 024 — 094 — 1105 I I 095 — AUTO— I i IN AUTO a N I I aD - - - - - - - - - - - - - � SPEED SELECT 19P— FEED UNE 096 — SELECT — 097 — tt 2 028 — 098 — SPEED ( u - - - - - - - - 1043 029 — 099 — TRa SPEED CONTROL ry 030 ( I 100 I IN_PUT H a 031 — i i 101 — 032 — I ( 102 — M iw __ _ I SPEED RUNNING 033 — 103 — - -output later - - - - - 034 — 104 — - J 035 — I I 105 — 036 — i 106 — 037 — VARIABLE I I 107 — , RI tE 038 — FREQUENCY Ct030 108 — CY 039 — i DRIVE ; 109 — f IN MCC I CABLE 040 110 — —_ JUNCTION— i BOX UMP 1 112 — P { 042 P ) )' MOTORI I ulip 043 — i �o - - I1— 113 — - � 044 — + OUTPUT ' i i_ 114 — 1p 1 045 115 046 — 1031 I ; 116 047 — I - -a- - - M I I I 117 — 048 D of- - - - - � UFT PUMP 1 118 D I U UPE U.-f UYTJ 3 l 049 I L - - - - - - - - - - 119 050 — I I L - - - - - - - - - - - rn I SENSOR 120 — i � r %P 051 — i 121 — 052 — 1032 1 I 122 — 053 — REWIRED — - - - - - - - - - - - — — I - - 054 _ �� - - - - - - - - - - - - - ro ; REQUIRED 124 ee { o r - I.1 055 — ( RUN T - - - - - - - - - - - � I RUNNING 125 — oss I r - - - - - - - - - - - 126 — J II — F 057 I A�tARA1D - - - - - - - - - - - Fa I VFD ALARM 127 I + It — - - - - - - - - - -- - - a E 058 — 128 — 059 — AUTO IN AUTO 129 - - 060 I 10 I 130 SPEED 061 — ' ; SPEED SELECT 131 062 SELECT N - - - - - - - - - - - - - � 132 063 — I SPEED 133 — I E - - - = 4 064 _ p {a li ii i(� SPEED CONTROL 134 �` . ` � ' �" Imo' ` R-L INPUT I r - - - ----- ---lrl I 135 065 — — - -- - 066 — ' SPEED ate' - - - - - - - - - - - uta ' 136 — i - - -- - -- - '-*� ' 4-20mA it SPEED RUNNING 4 �u L ;E,tif11NG c 067 — OUTPUT �a I 137 — u t - - - E 068 — _ 138 — it 069 — - — - ( I 139 — 0 070 — 140 — A B 4 2t PANEL SCP WIRING DIAGRAM 4.22 c NO SCALE 6 i NEREEO GENDER THAT TMS PUN, Gil d T T T REPORT WAS PREPARED g0 LTO N 8c M E N K, 1 N C . SHAKOPEE MDEWAKANTON SIOUX COMMUNITY m I ME OR UNDER ur DITWS sUN* SP roN AMl nut I AH A DUES PREPARE PF' �" w� SHEET PROFESSIWM ENGREER ORDER THE TANS OF THE STATE OF MIMIESOT& DILINN Consulting Engineers & Surveyors o P.L as-2o-tt NORTH RESIDENTIAL SANITARY SEWER CONSTRUCTION c) CML MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN 4 . 21 Patrick J. Lehnherr � BURNSVILLE, MN WILLMAR, MN CHASKA, MN PANEL SCP WIRING DIAGRAM O I.W. NO 25033 DAM 05-20-11 PJL RAMSEY, MN MAPLEWOOD, MN BRAINERD, MN AMES, IA 4.21 a 4.22 1-� 141 — 211 — 142 — I 212 — CABLE i 143 — Jli+ + 213 — 144 _ BOX 1120 1110 145 F/ETFIELL SSB ERSIBLE--- �.� - - - "oo Irn 215 — CHEMICAL ROOM r - - - - - - - - - - - - - - - - - - ° — LEVEL LEVEL III I il I _ _ _ w WETW"ELL LEVEL _ LOW TEMP ALARM + Y 146 — TRANSDUCER 2 - - -1 ;70 216 - - - - - - - - - - - - - - - "'a 147 — L— - I I I WETWELL FLOATS 217 — T'STAT - 148 — 1711 218 — 149 — L 150 — I HIGH LEVEL ALARM220 — J � LS-5 � 151 — r - - - - - - - - - = i - - - - - 221 — 152 — L - - - - - - START LAG PUMP 222 — 153 — LS-4 1 - - - - - r - - - - - - - - - � -a- = - - - - - 223 — 154 — FIEIWELL L �ti - _ _ _ _ _ _ _ START LEAD PUMP 224 — 155 — FLOAT Si'dTCHES LS 3 225 — 0 156 — r - - - - - - - - - = � - - - - - 226 — i 157 — L - - - - - - - - - - - rte I STOP PUMPS 227 — 158 � � _ - _ _ _ _ 159 — L 226 — a 160 — �o-S_1- - - - _ t—J - - - - - I LOW LEVEL ALARM 230 — E 161 — 231 — 162 — I I 232 — 163 — i 233 — 164 — ( - 1115 I I 234 — m 166 — I1p20V6C —{ - - - - - - - - - - - - - - - - - - - - - - � i 236 — 167 — l 1116 237 — i T FERRIC FEED 2238 — � 168 — (- - - - - - - - - - - - - - - - - - - - - - -jjro,,, PUMP 1 i 169 — I r - - - - - - - - - - - - - - - - - - - - I _ I REQUIRED 239 - - I - - - - - - - - - - 170 I r - - - - - 240 — 171 — FERRIC I Lit "CONTROLLED" 241 — a FEED It 172 — PUMP 1 - - ( I I 242 — 173 — OUTLET I r i "HOT° 243 — 175 — 3- 1 /C-#12+G-3/4" I ( 245 — 176 — FERRIC FEED 246 — r I PUMP 2 F - - - - - - - 177 — I - - - - - - - - - - - - REQUIRED 247 — 178 — I - - r - - - - - - - - - - - - a 24B — 179 — FERRIC I L � 1 -1 I 249 — �� ' , 'CONTROLLED" 180 — FEED I 250 — PUP 2181 — OUITLET L "HOT" I i 251 — 182 — 252 — 183 — ; 253 — 184 — I I 254 — 185 — 255 — 186 — 256 — 187 — I I 257 — 188 — i 258 — 189 259 — 190 — AUTOh1ATIC ATs R+ - - - - - - - - - a ATS IN EMERGENCY 260 — 191 — TRANSFER ro�Tav - _ POSITION 261 SFBTCH ,. r _ _ _ _ _ _ - — 1� 192 - LOSS OF= uj 1 I LOSS OF UTILITY 262 — 193 — UTILITY — + POWER ALARM 263 — r - - - - - - - - - , 194 — PRETRANSFER _� r j I I PRETRANSFER 264 — 195 — 265 196 — - — - — 266 — 197 — _ , 020 _ ( I 267 — 198 — FcENERATOR _ - _ _ GENERATOR 268 — 199 CONTROLS RUr+rnl+cam} i I RUNNING — T - - - - - - - - - I 269 — 200 — GENERATOR 27 � 0 — 201 — WARNING -T- - - - - - - - - - WARNING 271 — 202 GENERATOR 272 — 203 — I shumov� T — — — — — — — — — ; SHUTDOWN 273 — 204 — LOW FUEL 274 — Low FUEL ALARM 205 — - - - - - - - - *° 275 _ 206 — - - - - - - - - - - - � - - 276 — I c 207 277 — CL 208 — 278 — ' 0 209 — I 279 — — - - � rn 210 — 280 — - - - - - - - - 4.22 PANEL SCP WIRING DIAGRAM w NO SCALE O I HME6f CERM THAT TH:S PLAN, SPECRICAT101+, M REPORT WAS PREPAREDtY. BY CAL ED W IIF CR UNDER W YRELT SUPERd90R ANO MAT I AU A VIMMSM PJL BOLTON 8c M E N K, I tV C . SHAKOPEE MDEWAKANTON SIOUX COMMUNITY SHEET PROFESSIONAL ENGNEER UMDER ME IAWS OF ME STATE 017 VIMESOTA. � ,.el 4' Consulting Engineers & Surveyors O P.L 05-20- 11 NORTH RESIDENTIAL SANITARY SEWER CONSTRUCTION { NCML MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN 1 P`L 08-26-11 '7 . 22 Patrick J. Lehnherr BURNSVILLE, MN WILLMAR, FAN CHASKA, IAN PANEL SCP WIRING DIAGRAM uc rn 25033 DATE 05-20-11 PJL RAMSEY, MN MAPLEWOOD, MN BRAINERD, MN AMES, LA 50 _ S89'43'22"E 1319.40 DES RIPTION : _ 56943k2E1319.40 The W st 1 /2 of the Southeast Quarter (W 1 /2 SE 1 /4) except the South 83 feet of the West 83 feet thereof; the Southeast 1 � I. _ . NORTHERN 51AiES�POWER COMPANY--�/ � / \\ 50 — IN! COR S 2391 OOFFWER MISC.. PG. 150—EMF/PER 8K. 24 I I E 1/4 COR. OF i Quarter, of the Southeast Quarter (SE 1 /4 SE 1 /4) . all of Section 21 , Township 115 , Range 22 and that part of the West W 1/2 OF SE 1/4 l SEC. 21, PUP. 115, RGE. 22— SEC, RGE, 210 rvr. 115, I DOC. NO. 86397 (ITEM 10) 1 3/4 of the South 1 /2 of the Southwest Quarter (W 3/4 S 1 /2 SW 1 /4) lying Southerly and Southerly of the Chicago , RGE. 22 - - — Milwoul�ee , St . Paul and Pacific Railroad , all in Section 22 , Township 115, Range 22 , according to the United States — - 429.3 — — _ / Govermnent Survey thereof and situate in Scott County, Minnesota . ( I �_PROPOSEO BUILONG (LIFT STATION CONTROL BUILDING) >� AND ^ I All that. part of the abandoned right —of — way of the Chicago , Milwaukee , St . Paul and Pacific Railroad lying in the West 3/4 of =Z: Z N the Suth 1 /2 of the Southwest Quarter of Section 22 , Township 115 , Range 22 , the centerline of the tracks of said right of INN way b ing shown in Scott County Recorders Document No . 178641 . SEE SHEET 2 OF 2 0 Abstra t Property LN Ix I75 0 APPROWD m } APPROVED PLANING DEP � ( Building~ Date Signed t � � C; Z oI %-_< Zoning Date - Date 9-� V I /1 r Y cfirl onto 17433 11 00 W S89'34'280E 1318.05 — NB211 .,75•E i Nz Z $No r %No NORTHERLY RIGHT-OF-WAY LINE OF THE \ , — CHICAGO, MILWAUKEE, ST. PAUL & , I • - PACIFIC RAILROAD PER DOC, NO. 178641 to ON (40 INN Vo so Il r it AN 1 � 13Q ��-- — - - \ , -- �� °sem R,70SS a I \ 5893409'W 551 .29 1 - /1,�■�,1// Lt/ ____' ., .. .. .. .. JA . , , .. . . . .. , . , . . . . - - - - --- - \ \ RAILROAD Ire r4l i _ PACIFIC heti 1 I — , ._�r . - -- _ ��` � — — — — — — —' — W75 100 a$9$-yo° I `��` l q ii I I 1 i 1 I oA f I I 1 to N88 79$470E 642.62 iiiiiiii ME= Malawi � iNINE N89425' 32'W 2550.40 — 1 8882947 1927.85 _ I I S 1/4 COR 0 N W TW,,• 1 �— SEC. 22, T . 115, RGE. 22 iN4T - � � SE COR. OF og ad a C4 tona , . .. , , . , , : . � 4�J ` I 5E 1/4 OF 5: 1,4 C . S .A. H . N0 . 42 ( 140TH ST. W i,. ,` SEC 21 , TNP 115, flGE. 22 N " _ ) _f ','. -' i ( PUBLIC ROADWAY) - ,1 % No No LI fIN I NN 75 I B5 —" - - I I 0 400 800 SURVEYOR ' S CERTIFICATION I SCALE IN FEET I hereby certify that this survey was prepared by me or under my direct supervision and that I am a duly licensed CERTIFICATE F SURVEY land surveyor under the laws of the State of Minnesota . 13505 CANTERBURY RD NW NORTH RESIDENTIAL SANITARY SEWER CONSTRUCTION BOLTON 8C MENI < 0 INC . 08/ 24/ 2011 Consulting Engineers & Surveyors 2638 SHADOW LANE , SUITE 200 , CHASKA, MN 55318 ( 952) - 448 - 8838 FOR• SHAKOPEE MDEWAKANTON 4athanieller Date MANKATO , MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE , MN SIOUX COMMUNITY © Bolton & Menk, Inc . 2011 , All Rights Reserved License Number 43934 WILLMAR, MN CHASKA, MN RAMSEY, MN AMES, IA MoodAnobd JOB NUMBER : C12 . 101338 FIELD BOOK : DRAWN BY: NTS SHEET 1 OF 2 I 0 �= m z N O N00020 ' 1 7 "E 2534. 54 o o zc 7K _ o o � o > 0 / lo � Zo0r cm) � ADZ �, mn z � rn 3 y D — � \ (Np INNNO � � m � � N -1 a 0 Zi w D - Nm DD I "' DZ _ ACD � \ O rrri CD S rn ;r\ m W cn N c � � � c I , I � � Q co v' � zW Z m '� cn o v r 0 ZZ nfl O co O o o v z 'P N co z � y 0 I o -� oo w Dc ^ m � � m = N W (n Z F 00 r j 00 O C7 I— W mD m 0oo 0 z z Z I V to m rn ZCA W=4 co O � I � oZ0 O o o O w � I o � X En rn r � cnQ X > Y Z O z I � � O Z 0 m "' coo m 0 z � > o - ' o - _ ' z rn N � o S00' 23 '50"W 1312 . 19 N