The URL can be used to link to this page

2005-05-09_BADGER_FIELD_WELL_HOUSE_IMPROVEMENT1- .. i 9 3 m o- 0 8 0 N _ d 3 d g BADGER FIELD WELL HOUSE IMPROVEMENTS CITY OF SHOREWOOD, MN ^m ^JECT LOCATION CITY: SHOREWOOD COUNTY: HENNEPI STATE: MINNESOTA EXCAVATION NOTICE SYSTEM A CALL TO GOPHER STATE ONE (651)454 -0002 IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. CONTRACTOR TO VERIFY LOCATION OF ALL SITE UTILITIES SHEET INDEX GENERAL (GEN) G -01 TITLE SHEET, LOCATION MAP, TOC SITE WORK (SW) C -01 EXISTING SITE CONDITIONS C -02 DEMOLITION PLAN C -03 SITE, GRADING, AND EROSION CONTROL PLAN C -04 ENLARGED SITE AND GRADING PLAN C -05 LANDSCAPE PLAN C -06 STANDARD SITE WORK DETAILS C -07 STANDARD SITE WORK DETAILS C -08 EROSION CONTROL PLAN WELL HOUSE (WH) P -01 WELL HOUSE PLAN P -02 WELL HOUSE SECTION P -03 PIPING SCHEMATICS P -04 STANDARD PROCESS DETAILS P -05 STANDARD PROCESS DETAILS P -06 STANDARD PROCESS DETAILS A -01 ARCHITECTURAL FLOOR PLAN, SCHEDULE & DETAILS A -02 EXTERIOR BUILDING ELEVATIONS A -03 ARCHITECTURAL WALL SECTIONS AND DETAILS S -01 STRUCTURAL ELEVATIONS S -02 STRUCTURAL PLANS S -03 STRUCTURAL SECTIONS S -04 STRUCTURAL SECTIONS AND NOTES S -05 STRUCTURAL DETAILS M -01 MECHANICAL PLAN M -02 MECHANICAL DETAILS AND EQUIPMENT SCHEDULES E -01 ELECTRICAL SYMBOLS AND ABBREVIATIONS E -02 ELECTRICAL SITE PLAN E -03 ELECTRICAL LIGHTING PLAN E -04 GENERAL POWER PLAN E -05 MOTOR CONTROL CENTER ONE -LINE DIAGRAM & ELEVATION & PANEL SCHEDULE E -O6 MOTOR CONTROL AND MISCELLANEOUS SCHEMATIC E -07 CONTROL PANEL SCHEMATIC E -08 CONTROL PANEL SCHEMATIC E -09 CONTROL PANEL SCHEMATIC rKUJLU I LUUATIOIN TITLE SHEET a I 0 7 � LL g- N Yr Z C Z Lu � C oW > o Lu a O W m o o 2 O J J (n W M 4 mj 11 �y GEN TITLE SHEET I SHEET G -01 OF G -01 SHEETS L8 — tlol wN u3n N!N BI'e -3Nfl /JN3delM Ce — L� 3 -r 11.11331VIdk3 3lw a330N SV NW `(3OOM380HS S1N3W3AONdWl 3Sf10H 113M aims a3JaVa W ti W V Qf Q V l w z a. K IL �s W NDUXWL llOaaaNMKVld. ONREEOMM O.UiN1iYlI.l- ��.3_.... 'au1 )opossy �p OOC wins Tape e "ft laL 0 N Z o 0 V) W 2 (n 00 0 I U L1. 3 0 0 I U W 2 N In z O 0 z x� O 3 w w a z CD V) cn L W {i o O z Ln In 0 i IL p V 1 f ^~ \ J Gl FCC (n 10: W _2 z W E 0 J co x z j z W Z 1J x W x W \ N W N W a _ -» >> J / a \ �I .. x \ z q, z z Y \ \ vv x o W m \ N \ \� d / D o V x \ \ f W w J ' \ J LL c, \ z \ v \ \ o m w J \, v In N ui ca 0 O m Z \ � \ o .M *uw e.1SZ aN . ...>3. NJM NVWM3N 'j z era :1p Nyy V1OS3NNN dO 31VI. 3N1 3O "VI 3M 83.NN .33N9M 1YN01SSUONd 035NM AW V 31V 11M3 ONV 33QS NgSN.3dNS I13M AN .30NI1 .O 33 M 03.lud wa 1.0139 .0 'NOLLwI.O3ds 'NVId SYLL IYNI Al1ll13O M3.3N I NW `(3OOM380HS S1N3W3AONdWl 3Sf10H 113M aims a3JaVa W ti W V Qf Q V l w z a. K IL �s W NDUXWL llOaaaNMKVld. ONREEOMM O.UiN1iYlI.l- ��.3_.... 'au1 )opossy �p OOC wins Tape e "ft laL 0 N Z o 0 V) W 2 (n 00 0 I U L1. 3 0 0 I U W 2 N In z O 0 z x� O 3 w w a z CD V) cn L W {i o O z Ln In 0 i IL p V 1 f ^~ \ J Gl FCC (n 10: W _2 z W E 0 J co x z j z W Z 1J x W x W \ N W N W a _ -» >> J / a \ �I .. x \ z q, z z Y \ \ vv x o W m \ N \ \� d / D o V x \ \ f W w J ' \ J LL c, \ z \ v \ \ o m w J \, v In N ui ca 0 O m Z \ � \ o I 6 MP'ueldfu"x@\-IMI IPM J@ - LB - t LOT \Poomwo4S \1aleMalseMlaleM \ :W x z z 6 W � O Z Q 6 z x N J Z Sao x W ti RE w O V l 3°:3 L 0o W a �66 z 0 o aw - S 6 m s 9/-6 9L6 O0E- s -j M — —. — . — . _�6' gL6 2, wo zzo � st U Q 3 Q a W Q w W g Z o =E _ _� i� zz vl vl z vl c, z 4 oz O ~F " e m U o W O IL W ~o zW G ow 03w w 0— 017, a z _W 5 I 6 MP'ueldfu"x@\-IMI IPM J@ - LB - t LOT \Poomwo4S \1aleMalseMlaleM \ :W F, 3 ^ m, 0 a KEYNOTES: O REMOVE AND SALVAGE EXISTING WELL PUMP. PUMP TO BE REHABILITATED AND REINSTALLED. SEE SPEC SECTION 11170. O DEMOLISH EXISTING CONCRETE WELL PUMP BASE. EXISTING CASING PIPE TO REMAIN AND BE EXTENDED 18 ". ENSURE WELL IS PROTECTED DURING BUILDING DEMOLITION. O INSTALL NEW 12" GATE VALVE AT END OF TEE AND TEMPORARILY PLUG WATER MAIN. NEW VALVE SHALL BE INSTALLED BY VERTICAL INSERTION. O DEMOLISH EXISTING ABOVE GRADE PIPING, VALVES, FITTINGS, AND APPURTENANCES. O5 DEMOLISH EXISTING HYDROPNEUMATIC TANK. O DEMOLISH CONCRETE MOUNTING PADS. OBLITERATE EXISTING BUILDING, INCLUDING O7 WALLS, FOOTING, SLABS, AND ROOF. SUBCUT 9.5' UNDER BUILDING FOR SOIL CORRECTION. O8 REMOVE EXISTING BURIED 12" DIP O9 REMOVE CATCH BASIN. 10 ABANDON CB RUN, BULKHEAD IN MANHOLE. 11 REMOVE AND SALVAGE CATCH BASIN CASTING. COVER AND SEAL TOP OF CB MANHOLE. CS CASTING TO BE INSTALLED AT NEW CB LOCATION. GAS SIGN VALVE E CONC p ED \I/ CHEMICAL ROOM 7 / 9 SIGN 4 6'DOOR 10 �— ELEC METER TANK CONTROL ROOM V 1 4 6 \ / 2 4'D0OR �— 4'DOOR ° ELEC SERVICE v NOTES: 1. REMOVE PUMP AND SECURE WELL BEFORE DEMOLISHING BUILDING. v V 2. SECURE, REMOVE, AND PROPERLY DISPOSE OF CHEMICAL APPARATUS PRIOR TO DEMOLTION. COMPLIANCE INSPECTION BY OWNER/ ENGINEER MUST OCCUR PRIOR TO START OF STRUCTURAL DEMOLITION. U 3. CONTRACTOR MUST VERIFY ALL UTILITY LOCATIONS PRIOR TO START OF AND DURING PROJECT. 4. CONTRACTOR MUST VERIFY BUILDING LAYOUT AND MATERIALS PRIOR TO START V OF PROJECT. V 11 Y�, z� VV ME a xx Y 3 m Z 7 t x t N Z Z W > Ix O IL 0 a � � co = Q u N 3 a M _ JY�I DFMCI 7 CN PI AiN ';HF=' x_,19 l F r. - 'ZHF -gym L dU. NeaYaVWt3 ci O 0 3 U ° C z O U W Z O Q� m a x C) J U Z L -Li 0 C ^ V/) w a Li n f1f O 0 N O ( / ~ to } W } Z F !r W o_ O a � )0 NOIIOIItl OM I ONWWW A OWl93LLOS3 3tl UDAU1AVLA 0011iNN!•!•OIMINW •�u1 ulw' 9SM Y1f99 NW'WOd•• Y ON •11nB'4P" OnLWAV "UGX lOL BB152 as' — 9 Nrw'N3N �! NN3� Ln F- W 0 0 O U LL N �Q I � U U U i NW a00M3NOHS 3 0 1 z LLJ \ O a a w ° z N J F 1- p- U Z � rlosYww w uvu 3.0 !0 SIW7 3LL mono A m1Nam NNasru el T .... Aa a r m 1 loll WA Ng5 'NO LL 1]3130 S_ moan L 3M M Mlmtld SIN 1LOdltl a0 'NOV]If133d5 'NVid SIHI 1MLL Alntl33 Ammo 1 L9 -fLOI �a Nia • O S1N3W3AOMdW13snOH 113M a - m-A 213 W1f :� Irl.s�• Bf9 as tivle 0310N SY 3KJ5 Y W / d J � N I O Z ° I U W LLI Of N D o J Ld a w r G ¢ z O W ¢ q 9 Z ca ° uj z F- �0 p U U m d U z = LJ Z Q¢ V N X d' O 'r Fn W Of Q D of Ld w W v g 3 Q Lj W m O o W V1 U ° W Z Q ° F 1 j } Z Z W x W U W U W U < U ¢ j to U I Nm U O � N .. W m 0 Z O ¢ I • • a W z F- U q Z o W 3 W J O LLI j d' L7 r < C, 0! L, Z w °° T W A W I O o Q. O 0 ¢ fr p W W J W Z a \ � � 1`�"" 3 Ul ZQ Z 3 Z >� zZ ata p o \ z > 0 N Z U1 Q >" a' W O_ z Q w m m W w Y / (9 U m Z p= Ut O> , w J¢ ¢N J � Z x a w Z � ti ¢ z P:l �° O U °w ¢ ¢ ~ ° o a O X z 3 w O ¢ q �a U w H LLJ > ¢ QQ W W° w fn d w =z } U �o ' D ¢ LO Q U F- > -� Q W w Q r ce of 1a- U W m !n Z 0 0 o g z I-- w Q Z Of 0 W W \ N F (-o ¢ to ¢ W > a aN = w J C Lo o o ro J O0 � )0 NOIIOIItl OM I ONWWW A OWl93LLOS3 3tl UDAU1AVLA 0011iNN!•!•OIMINW •�u1 ulw' 9SM Y1f99 NW'WOd•• Y ON •11nB'4P" OnLWAV "UGX lOL J Ln F- W 0 0 O U LL N �Q I � U U U w w J U \ J a W Ir 3 0 1 z LLJ \ O a a w ° z N J F 1- p- U Z N M \\ \ O o � U N > W / d O � N I O Z ° I U W LLI Of N D o J Ld a w r G ¢ z O 0 ¢ q 9 Z ca ° uj z F- �0 p U U m d U z = LJ Z Q¢ 0- O X U z Fn W Of Q a 0 of Ld v g 3 Q Lj W Z U) of o W V1 U 0 Z Q ° F 1 j } 1 Z (o Q C7 j H Z w Z 0 W X W X W Q Y J J W F- \ W C) 3 \ ° W z � L X \ w ) >) — » - ->> 0 V I J J N �Q I � U U U w w J U \ J a W Ir Q Z LLJ 0 x U LLJ F- ¢ O C14 1 z LLJ \ O a a w ° z N J F 1- p- U Z ` of \ 1 C \\ \ � 3 > / d I N W d W W w r G J ¢ q 9 ." z U J I Y Q¢ J . W Ld U X ° X Z ~ U 1 W Z p W U W U W U I • � VP i4 z • • I Nm J. °¢ N .. 0 ¢ I • • a ¢ F- U S a p -J ¢ F- U q Ld 3 W J • • LLI j d' L7 r C, 0! L, W L7 Z ¢ I J Z- 0 Of , C) z J N �Q I � U U U w w J U \ J a W Ir Q Z LLJ 0 x U LLJ F- ¢ O C14 1 z LLJ \ O a a w ° z N J F 1- p- U Z ` of \ 1 C \\ \ � 3 > ¢ N W d W W w d J ¢ q ." z U J Y Q¢ J . W Ld U X ° X Z ~ U W Z p W U W U W U J Y Nm J. °¢ N .. 0 ¢ d= ¢ F- U S a p -J ¢ F- U q w U 3 W J o j d' L7 r C, 0! L, W L7 Z ¢ T W A W I U ¢ Z ° L7 F- 0 2: p W ¢¢ f 1 F p 3 Q' ° U 3 3 ° W zZ ata p n a 0 N Z qU q zO O_ w � W F w Q UX J¢ ¢N J � } w Z � ti ¢ z P:l �° °w ¢ ¢ ~ ° °a < q H ¢ W fn d w =z } U �o ' D ¢ w q W w F- N q ¢ o w Z w F ¢ to ¢ ¢ = W > l7 = w J Lo p Z J w q J n W J z d' N > n ¢ ¢ U W -� °° °¢O pp ¢ U Z ¢ LLJ q ¢ O ¢¢ p U U U p p U U F- J w ¢ W ° w¢ F- Z f a'Z ¢¢ ¢ZK ¢l7 U 3¢ z w q W n Z > F-Zf to wQw pay W W Z Z Z 0! Z .. Z a' F- ° .-� W W ¢ F J 0! 0! ° f x .-� p X Z 2'X °° °¢° °J W w op ° W a-w OSO w ..a_ UU UaU UP m 0 W w W PqF- .: N M V Lo 1 r m 0� ° _4 (Xi Z- 0 Of , C) z CY a w x N �Q I � U U U' Z w az z �O Ls U \ W F- 4j Z U > w w J U \ J a W Ir Q Z LLJ 0 x U LLJ F- ¢ O C14 1 z LLJ \ O a a w ° z N J F 1- p- U Z ` of \ 1 C 6 �L6 tL6 9 Z- 6' _ S i A 6.VlVPmw\asl 014 IIaM 186 - L O- b L01 \PWMa104S \ /alemalseM.aleM \:W 3 6Mp — \a-oH IFaM aa6pe9 - 19- bLOI \po \aa4eMa3se"IeM \: W 33w raad636sm3s 96152 'aN M -- :nw �� -� NYYIM3N '! NIA3M NW `dOOM3NOHS S1N3W3A02ldWl 3Sf10H 113M a�31� 213Ja1l8 KULOMLOOD V OMNWld9 ONN33MG0 3WILWWLBVNM �" ,/PPWO! - 00Y► " ` Sul 'sc�6(w -v -p W6oeFwQBMBMM 9 8�►99 NW NpdBYWgW 006 BB66'4VpB •ITV �X LOL V) Li W N 00 p LB - 9(dl aN u3nuw NO ae a31u3N3 ~� iOS3NM d0 3LYa 3NL M SMVI 3W MUM Y33W6N3 NN614S3a6Yd M3 x, a,66 Y m 1Y 6 10 naSM9 A 3]3616 m umm w 3N as 6 wand svr NJ. :� xmm are Ja NW are -3Nn dOad so -OL -L' R 43LON SV 3KJ5 x6uwruz3 .W /NOd3tl W 'N66r31Y3US • NY3d 9N Lr a 13 M13e3N 1 J U LL z N O n Q LD o O wz I 2 h� o U ~ Q U f J Li ¢ U q W x W 4 Wao �Po z N v z ¢v J _ t� Nw¢ o W . �� 0— V) » » » >1 » 0 0 R EM 7� S 96 w \ L w z P II a au 6 —O— I o f w 6 !� Q , 9 - r�s W �.� U = <G m U 3 ILi0V \ zpa ¢ u W o w ra ¢a � ° ; rn u! Z \ N z a � ��' - w w a ca L W 0 a a Opp O w a z W V) , U O L \ o ¢ q z a a z P q a W 2� O n o = W L.1 z co WU W J , U A W (A - U W z p o F E WSW LID V - (5) W ZN IA O 4. LJ O Z U � W u 3 \ N z I-I zoz • 3a a ki ~moo = n z z¢� t7A \ C 3 \ a x ~ _q � XO �v ✓ O J WF' W3 Ws N� PN 7 - WW K a w v,gLD -JIM L.1 U 6. Z � \Z° - 16 � 06 0� D Z 96 0 0 6 s 9 < v7 96 a ! C3 /11 L,0 w ° z O � W ¢ 3 z q q C7 =� to \n ^ . q Li °zw ZzQx ~ W F u .Z- W Z v! , � Z W q q • W Z O ^ O F J Zq w W Q °JU ° Ld Ld H3 ° xv! •' _ �-�' \ 0 Woo GnN vl OZ W Lj ° UW uZO W °°F U W - ry -A O� R' 2: LLj q nW •>N 9 (�� 3 + 07 n c" Jo =z° O W a z WWO �t w 0 as a° ' 89 6 d v� a'a n I-I 8 F8 W , /� Quo= w i. zoo o dw X96 J ,- d O O� ��/ \ z zV) zo °WO IL > _ u ¢� 9 6 ) 0�+ N O r ` 6) — 0 — o ¢ o J x } z q 0 = Z J rJ �� .`� j �• + r -& I z '7 W -� (U W Z J W ¢ J° d Q l'7� y� ON V7 tn` l9 1" O JN Oo = 7� oa- wDr a cx �c W° 'n• + r Q � \ U u= ozo v qJ w ~vf: �' Ju L O N A ! i0 r - J [3 J > ° W ~ a 0 w Y 4 CO PX � - Q o � S 3 u U V W Z¢ Z u Z W Z Q x re W > F� J Z Q Ql-7 w r o O ^� a W (5) J r tPW Z W W W Fu v! } Q1- u �a q.. ' 0z d . W • aln d' '�' \O O \ 0 Z J Q JU d W F- W qa: Z u W W > W °> ZOZ �3 ° u q d r tl\ n \ Z Jq ao a0_ Qcn OU 0 W u¢ J z n q w o do za �a a Jz N Zv ¢� d 8 9�9 u � fy Q w a0 GO v Z ¢W d3 Na — 0- ° °H W � L, x 0 6 o X9 o Z a lD W f qw w ¢ W 2 ° O \ �� qaw w1.3 W O� J V) LD 9 6 �wq ¢ D} Z� Z w ,n �° 8 9 J w3 J a f �o - a Lj v 6 a W°° T J N >� . d u r •• ••' 96 J S!' 3 896 w ° ° 896 Lj ~ Y ° ¢ ° yr F H j O J Z F F H F LA J J W F- W n. a F- F- �• .. L `: - d J dW .Z . ¢ �� Z Q O V OC Q F- O U x W W a NZ ou J q 3 o z a ca }: d :• o ¢ Ov : > <- w o xw �o U � a > Qa wa n J N w. WM ^� 8 96 wz w . F -. KUW ¢W uF O 3W 3 �w ?¢ q••z N a U W 3v� Jo W W °- U Z J J Cl Q O I.- 0 Q O w Z a w ¢ } w Z x AF ZF-l7 a. F- W wp Z °UE q F- W < Qq w U qw a.7 wo ° Owq zF � Oo C3 a- OzF Ov avl •' >F U1,3 re ulna EOCn au a- wZ �! aw o%O 69 6 J: J� JK4! -i J JF- J • -1 1 0� aF aw ¢ =z az av o ¢O aw viz (Az xx Inu xO V) 0 C4 N'"o � °= Ua� xF- x v, Inq U) �0 W o KU Oq F d' W 171 4! of o w Oq - F- a- W 0!N Ow O° 0 F- lL F— U° Z u¢ , F- F uF 3 UF u¢ U < ' o Z F- U uu Uu 0 ¢ a <z a ¢a a W F - z W' 0! } W d' Q 0! U g q Z 4! 0! U F Z a OF- z OF Z Z Z °Qq ° O� Z" Z Q Oa 0 3 U0 Ua UWw U uO ac ° o uZ Uq w o o F cu : M > m 0 4.. u IDW a of r,O 3 6Mp — \a-oH IFaM aa6pe9 - 19- bLOI \po \aa4eMa3se"IeM \: W NOTES 1. PLANTING STOCK SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK," ANSI —Z60, LATEST EDITION, AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANTING MATERIALS. r" i w � I �I w a 0 � I w Iw I Z 1 z I � w SOD I zl I �i I? wl I a � o w a l0 a I I I I 4- ARBORVITAE, PYRAMIDAL SHREDDED HARDWOOD z MULCH - TYPICAL ALL BEDS 0 W/ H.D. POLY EDGER z 2- SPARKLER FLOWERING CRAB Y i I � EUECTS o SOD � K i RoPE � U1NE S1DE�M SOD 1 aC 1 y" SOD 3/4" ROCK ALONG NORTH WALL SEE DETAIL H /SW /C -06 PROPOSED PARKING LOT MAPLE L4 2 RED) TWIGGED DOGWOO 3 JAPANESE RED _j i SPIREA 'DWARF' J SHREDDED HARDWOOD Iw MULCH - TYPICAL ALL BEDS Ia 7 RED EX \ST PARKING DOGWOOD IGSANTI' Ja 4' WIDE STRIP OF 3/4" ROCK, 4" DEEP i AT SIDEWALK TRENCH DRAIN OUTLET i I i ' ' ' EX \ST OR \,EWF'N I � , I � I I ' EXISTING SENIOR CENTER - SHREDDED HARDWOOD MULCH - TYPICAL ALL BEDS - 10 VARIEGATED HOSTA - 4 JAPANESE SPREADING YEW - 6 RED TWIGGED DOGWOOD 'ISANTI' H.D. POLY EDGER TYPICAL EDGING --RELOCATED HYDRANT EXISTING TREE EXISTING LIGHT PLANTING SCHEDULE KEY BOTANICAL NAME COMMON NAME SIZE ROOT OUANITY REMARKS SM ACER SACCHRUM —GREEN MOUNTAIN GREEN MOUNTAIN SUGAR MAPLE 2 -1/2 "B & B 2 — FC MALUS ' SPARKLER' SPARKLER FLOWERING CRAB 2" B & B 2 — ARB THUJA OCCIDENTALIS— AMERICAN DARK GREEN ARBORVITAE, PYRAMIDAL DK. GREEN 5' B & B 4 — RTD CORNUS STOLONIFERA 'ISANTI' RED TWIGGED DOGWOOD 'ISANTI' 3' POT 14 — YEW TAXUS CUSPIDATA JAPANESE SPREADING YEW 24" B & B 4 — SPIR SPIRACA JAPONICA DWARF —RED JAPANESE RED SPIREA 'DWARF 18" POT 1 3 — HOS ALBO— MARGINATA ' HOSTA' VARIEGATED HOSTA 6" POT 1 10 1 — OD ND 0 5 10 20 30 co m, m D w Z_ J J U (_ H w 0 CL S L0 1r) 4 0 0 g R Igo 1i o I I � M z � 4 t ffy gill A Eli z K z � Y o Y� 1 F A > O Q � W a � a x W � I j t SW LANDSCAPE PLAN S C -05 OF C -08 SHEETS 0 3 e 0 0 rn v m 3 v F HEAVY DUTY FILTER FABRIC CURB INLET FRAME AND CURB BOX NEENAH NO.R -3067 WITH 3" RADIUS A CATCH BASIN DETAIL SCALE; NONE AN ADDITIONAL 18" OF GEOTEXTILE IS WRAPPED AROUND THE WOOD 2" X 4" AND STAPL GEOTEXTILE SIZE SHALL BE 8" MIN. GREATER ON ALL SIDES OF THE INLET COVER. PLACE GEOTEXTILE UNDER INLET COVER. 3 i STEEL T POST 1/2" THK EXP JT MATERIAL PLA 4' MAX. SPACING o N 1O � r i' .a SLOPE3�4 �FT. BACK OF CURB 12 OF STRUCTURE U ? SET POSTS AND EXCAVATE "CENTER 6" 12" Mn /DOT B 612 NOTE: 6" x 6 ALONG THE LINE OF THE POSTS n IIIII = 111�I REINFORCING TO CONSIST OF ,BJI111= 111110 IIIII =IIIII I I MINIIIII IIIII = =IIIII 04 BARS AT 8" O.C. MINIMUM OF 2 -�� \° FILTER FABRIC BOTH WAYS ADJUSTMENT RINGS LAY FABRIC 1 IN TRENCH ,\ \ \IW I I IIIII — IIIII = IIIII = 111111 —IIIII IIIII — IIIII = IIIII— I IIIII — IIIII U IIIII IIIII -., 7 METAL PLATE TO BE INSTALLED p W F BOLLARD SW ON ALL INACTIVE SYSTEMS. A m 24' m PLATE TO BE REMOVED. 0 J WHEN OUTLET IS CONNECTED. ., 31" a USE A DOUBLE LINE OF RAM -NECK GASKET BELOW THE PLATE w PLATE SHALL NOT EXTEND BEYOND STRUCTURE. 20" DIAMETER PRE - CAST OPENING N SECTION A -A A CATCH BASIN DETAIL SCALE; NONE AN ADDITIONAL 18" OF GEOTEXTILE IS WRAPPED AROUND THE WOOD 2" X 4" AND STAPL GEOTEXTILE SIZE SHALL BE 8" MIN. GREATER ON ALL SIDES OF THE INLET COVER. PLACE GEOTEXTILE UNDER INLET COVER. 3 i STEEL T POST 1/2" THK EXP JT MATERIAL Z 4' MAX. SPACING o N 1O � r i' .a SLOPE3�4 �FT. TOPPED W /1/2" DEEP CAULKING WHEN FLO�VRENCH U ? SET POSTS AND EXCAVATE FOR AREAS WITH CONC OR BIT 6" 12" Mn /DOT B 612 A 6" x 6" TRENCH UPSLOPE 6" x 6 ALONG THE LINE OF THE POSTS n IIIII = 111�I 1 ,BJI111= 111110 IIIII =IIIII I I MINIIIII IIIII = =IIIII (4) #4 BARS ® 12" O.C. VERT. HEAVY DUTY \° FILTER FABRIC FLOW O LAY FABRIC 1 IN TRENCH ,\ \ \IW I I IIIII — IIIII = IIIII = 111111 —IIIII IIIII — IIIII = IIIII— I IIIII — IIIII U IIIII IIIII BOTTOM OF DRAINAGE WAY I o I I J I I � I I I Maintenance 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USEABLE LIFE AND THE BARRIER STILL BE NECESSARY THE FABRIC SHALL BE REPLACED PROMPTLY. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIRED AROUND WATER BODIES, STEEP SLOPES AND HIGHLY ERODIBLE SOILS. STEEL FENCE POST FLOW FASTEN FABRIC TO POST LAY FABRIC A MINIMUM OF 3 TIMES IN TRENCH 11111 IIIII 1= 11111 = 11111° 11111 =1III� I 1 1111 =11111 =11111 IIIII `� IIIII IIIII FLOW — Is COMPACTED BACKFILL THE TRENCH AND BACKFILL \ I COMPACT THE EXCAVATED SOIL I IIIII =IIIII 1 -11 1 11=11111 = IIIII — IIIII IIIII —IIIII IIIII = =IIIII =11111 IIIII 3. SEDIMENT DEPOSITS MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 113 HEIGHT OF THE BARRIER, OR AS DIRECTED BY THE ENGINEER. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 6. ALL MATERIAL & INSTALLATION MUST CONFORM TO THE REQUIREMENTS OF THE MNDOT 2000 CONSTRUCTION SPECIFICATIONS TABLE 3886 -1. W SILT FENCE DETAIL SCALE; NONE WOOD 2" X 4" EXTENDED B" BEYOND GRATE WIDTH ON BOTH SIDES. GEOTEXTILE FILTER AT STREET INLET WITH CURB BOX TYPE C SPEC. 3891 SW INLET PROTECTION DETAIL —0 6 SCALE; NONE 7 24 2" 2350 TYPE LV 3 WEARING COURSE (LVWE35030C) 2357 BITUMINOUS TACK COAT 2" 2350 TYPE LV 3 NONWEARING COURSE, (LVNW35030C) 8" CLASS 5 AGGREGATE BASE (100% CRUSHED /QUARRY ROCK) " SAND SUB —BASE (SELECT GRANULAR BORROW, MnDOT SPEC. 3149.262) SUBGRADE N_BITUMINOUS DETAIL \C SCALE; NONE 6" Distance to j Voriable 1/2' r 1/2" THK EXP JT MATERIAL 3" r y 3 u o N 1O � r i' .a SLOPE3�4 �FT. TOPPED W /1/2" DEEP CAULKING WHEN _ � • � m � Y U Z FOR AREAS WITH CONC OR BIT 6" 12" Mn /DOT B 612 Z NOTES: 1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER ALL o W CURB AND GUTTER all 3 B 612 CONCRETE CURB DETAIL *z SW (3) #3 TIES AND SCALE; NONE Y gNga (4) #4 BARS ® 12" O.C. VERT. fl a \° O E 1/2" THK EXP JT MATERIAL N TOPPED W /1/2" DEEP CAULKING WHEN H Z FOR AREAS WITH CONC OR BIT Z Z T . I Lu DOME STEEL CAP (3) #3 TIES AND W (4) #4 BARS ® 12" O.C. VERT. O 6 "0 EPDXY COATED STL PIPE ENCASE PIPE IN CONCRETE BARS @ 12" O.C. VERT. 7 FILL W /CONC. p W F BOLLARD SW DETAIL A m O m = 0 J J (n F- FINISHED GRADE w E SW STANDARD SITE DETAILS I S C -06 OF -08 S 1/2" THK EXP JT MATERIAL TOPPED W /1/2" DEEP CAULKING WHEN Z FOR AREAS WITH CONC OR BIT T . I o I I (3) #3 TIES AND (4) #4 BARS ® 12" O.C. VERT. 1' -4" ENCASE PIPE IN CONCRETE BARS @ 12" O.C. VERT. (4) #4 F BOLLARD SW DETAIL A m - SCALE; NONE -0 ♦y p SW STANDARD SITE DETAILS I S C -06 OF -08 S � r S g 3 m P O Vl t d 3 2 � L 3 f CONIC. SIDEWALK WITH TRANSVERSE BROOM FINISH, 4' WIDE UON 4" (LION) MATCH TOP OF INTERSECT. CONCRETE SAND CUSHION EXPANSION JOINT (SEE NOTE 2) SIDEWALK NOTES 1. SIDEWALK SIDESLOPE SHALL BE 1/4" PER FT. FROM CENTERLINE OF SIDEWALK WHEN LONGITUDINAL SLOPE IS > D.5$, 1/4" PER FT. FROM SIDE TO SIDE WHEN ABUTTING STRUCTURE OR ON CROSS SLOPE, AND FLAT WHEN LONGITUDINAL SLOPE IS > 0.5% 2. EXPANSION JOINTS SHALL BE 3/4" ASPHALT FIBER JOINT MATERIAL WITH JOINT SEALANT PLACED AT INTERSECTION OF BUILDINGS, STRUCTURES , OR PERPENDICULAR SIDEWALKS, EXISTING SIDEWALKS OR SLABS, AND AT 50' MAX. LONGITUDINAL SPACING. 3. CONTROL JOINTS SHALL BE 1/8" SAWCUT OR TOOLED JOINTS 1" DEEP EQUIDISTANT AT 6' —D" MAX. SPACING. 4. SAW CUTTING AND CURING COMPOUND APPLICATION SHALL BE COMPLETED BEFORE THE INITIAL SHRINKAGE TAKES PLACE AS DETERMINED BY THE ENGINEER. CONCRETE SIDEWALK DETAIL SCALE; NONE a eo Uome Komp !�urtace = O H 3 0 3 z z J Z O r l_F11y A —..0 4 Max. sloe 10:1 NOTE: Curb Opining To Be 3 U D Top of Curb 7 or Trail Width. 5' 4' 6' 5' Variable 7 6 5' 4' min. 5' 8' 7' Varies 9 8' SECTION B —B 1 10 . 1 9' 5' -4" 1" Per Ft. or Flatter fi" Concrete 4" Class 5 Base C Expansion Joint, Filler Material AASHTO M -213 SECTION A —A NOTES: ADA Required Truncated Dome Area Shall Be 2'0" min. in Direction Of Travel And Shall Extend The Full Width Of The Curb Ramp. This Truncated Dome Area Shall Contrast Visually With The Adjacent Walking Surface. The Entire Truncated Dome Area Shall Be A Light Color (Light Gray, White, or Yellow) When the Adjacent Sidewalk Is A Dark Color. The Entire Truncated Dome Area Shall Be A Dark Color (Red, Block, Dark Gray, or Bright Yellow) When The Adjacent Sidewalk Is A "White or Light Gray Cement Color. SIDEWALK RAMP DETAIL ( —is CALE; NONE SW STANDARD SITE DETAILS I S C -07 O -08 SHEETS Variable 1 _ 5' min. 1 36„ m x FLOOR - i$" ROCK WELL HOUSE SLOPE AWAY FROM WELL HOUSE 4 „ o N 10MIL BLACK POLY LINER 6" PERFORATED DRAIN TILE FOR STAIR REINFORCING Ji I SEE DETAIL 11 /WH /S -05 Is 33 d B 4 gg y xt B NORTH WALL DRAIN TILE DETAIL TOP OF CURB ELEV. 967.14 �� ` SW - SCALE; NONE = ira STAIRS TOP RISER ELEV. = 968.64 48 "� 6 a F.F.E. = 968.83 5' SIDEWALK 27-- _ 11" •. fx. , yt4 v rj;:,,... :{!`r • f, — ,: 1:�+ - "',Jil r 'u.'nFt` -. CO) LU FOOTING (TYP) SEE 1 /WH /S -03 0 ; EXISTING GRADE W 0 0 GROUND ELEV. 968 GROUND ELEV. 970 '. `• ' •'' .: 0. Q' a O FOOTING TYP) W EXISTING GRAD E :,,, 1 WH SEE / / -02 W S ELEV. 967.25 I m cJ FILTER FABRIC OVER— EXCAVATION FOR SOIL CORRECTION EXISTING PARKING LOT J V) LINER W STAIR DETAIL Sw 1' MIN. — SCALE; NONE 4" DRAIN PIPE 3 MIN. FROM WELL HOUSE o FILTER FABRIC LINER � 4' LENGTH PERFORATED 6 74 TO 1Yz" WASHED ROCK 4" PVC PIPE n SEEPAGE PIT DETAIL ,y x cs SW STANDARD SITE DETAILS I S C -07 O -08 SHEETS Variable 1 _ 5' min. 1 9819L W S'Q aava NOLLONNLSNOO�,OMNNYMd ONIN33NION3�, 3MMONNTSYMNI �M�/�� /A/� x u S 000'{1SS9L �ad 'nr'a�s� Sun M9 MDa atlW311 NVYIM3N '! NIA3N 1r1� �L ' QU ULl1♦�4Ula L9 - bLOI N3N •aul 'n /ara sry � _ ax carom ue oa>ravu ` � � � W 1-4 are SJLNa HAOHdWI HSfIOH'I'Iam Nna v'Mmn Jo MIS wwtuagm -- 9[+AA V) ue Naun N IDu w SMYI au man / �� .7 (� 9TbSS NW'slpdesuulW ��77��YY�� 00 a3 d s 133S3foud a3 O xn a0 3n a9 anna3ue N3an Arno v 43 i avlu SYM G I Y II OO'.q S anuany ejUQX TOL O NdlMW4113 ISNtl3I1S 19U10 An ma SYM a1 .'1./u 0310N S W `� ND luoaaa eo 'NOUrauaaes hma swi inu luuan Ae7M311 C? W O ql ° n O. I L� O N 2 � J O o � Z O U Z O z O Z ry (Y o a U) Z Z ° w �z W W a s W C U ° zo uz 2 = = Of X O J V) VI O f w ZK m m F0 3 w x z w zIL I w z � ° O N��by d O N�1SIk3 m _ o — — — — — - -- - -• —• -- —. _ _ 0 3NIl AL2f3d021d 3NIl .UN3dONd — ' — • 8 90- NA' pjS 3NIl ),LN3dONd Y W 0 1 Z N G \ UQ 3 2 0', O O$ V)� N U Q ? W F I w N Z a �i w O m ` ` p 0', 2 Z U - Z O UJ Q w \ ® A Z I- U ULj N I J Z3 m m w ¢o } O Q. Z U x Z ` U w DA H W N w I Z w °� a w m � U Y O ` U Z U w F o z a Z 1 V- O of Q \ U F- Ce L, Z •` d O ` w(n ° a~ w Z O oc (L 3 r 0 w K w p p 2 W a w ¢ Q Z S in \o F- zW z w� Z N w o \ ^^ 90 - 0 /MS /9 30N3j DIS S3381 ONIISIX3 L. . — . — . — . — . — • — • — • — • — — - — - — • — • — - — • — - — — - - 3NIl ALN3dO8d (n W H O Z i r z o J W J)) O W s F <a Qo �z sz m ::i i� zw� 3 z Of z E w L K 0 X Q 0 U W d N I �W'N0150213\�WIIHM �Pae-L9 bLOT \PooMa�o45 \! °` - ` ^i \'�•� . q K EYNOTES 20 SAMPLE TAP. SEE DETAIL D /WH /P -05 21 POLYPHOSPHATE FEED POINT. SEE DETAIL A /WH /P -05 22 8" DIP CHECK VALVE 23 8" FLOW METER 24 AIR RELEASE VALVE 25 PRESSURE GAUGE. SEE DETAIL F /WH /P -06 26 PRESSURE SWITCH. SEE DETAIL A /WH /P -06 27 CHLORINE FEED POINT. SEE DETAIL B /WH /P -06 28 MOUNTED BRACKET AND CHAINS 29 S TEEL lh" GALVANIZED PIPE WITH BALL VALVE A ND FLOW SWITCH. EE MECHANICAL SCHEMATIC FOR CONTINUATION. 30 8" DIP GATE VALVE 31 1)z" GALVANIZED STEEL PIPE WITH BALL VALVE AND 1)s" STUB. 32 8" DIP FLANGED 90'BEND 33 OVERFLOW DRAIN O1 STAIRWAY O PUMP O3 CHLORINE BOOSTER PUMP O SENSOR O DUAL CHLORINE SCALE AND RATE METER O6 SHELF MOUNTED FLUORIDE TRANSFER PUMP O7 EMERGENCY EYEWASH AND SHOWER O8 WALL MOUNTED BREAK TANK O9 SHELF MOUNTED FLUORIDE METERING PUMP 10 GAS CABINET 11 DOUBLE WALL FLUOROSILICIC ACID TANK 12 CORROSION RESISTANT SHELF MOUNTED POLYPHOSPHATE METERING PUMP 13 POLYPHOSPHATE TANK WITH MOUNTABLE MIXER 14 SHATTER RESISTANT INSPECTION WINDOW 15 PUMP BASE. SEE DETAIL C /WH /P -05 16 CHLORINE GAS DETECTOR 17 SIDEWALK 18 B" FLANGED COUPLING ADAPTER (MIN. 4 TIE RODS) 19 AIR /VACUUM RELEASE VALVE a 12 g � 8 o 8 S d n o m � Y Ell P IN m 3 m P O O 8 O d 3 3 f n Z Z Lu 2 N UJ Lu LL a O re m w M O o x o J J (/� W 3 NVI @ Z� WH WELL HOUSE PLAN I SHEET P -01 OFP -06 SHEETS KEYNOTES O PUMP O 8" FLANGED COUPLING ADAPTER (4 TIE RODS MINIMUM) O AIR /VACUUM RELEASE VALVE O AIR RELEASE VALVE O B" FLOW METER O PRESSURE GAUGE. SEE DETAIL F /WH /P -06 O PRESSURE SWITCH. SEE DETAIL A /WH /P -06 O8 8" CHECK VALVE O PIPE SUPPORT (TYP). SEE DETAIL C /WH /P -06 10 B" DIP FLANGED GATE VALVE 11 EXTEND 18" AND 24" STEEL WELL CASINGS BY 18" EACH H Z Z C m G 0 W � 0 Lu Lu a O w 2 W 13 US LL m W O 2 0 J J (n W 3 m m 0 0 3 v TOP 12" DIP EL. 961.21 12 SEALED FLOOR SLEEVE. SEE DETAIL G /WH /P -06 13 (4) TIE RODS 14 8" DIP 15 8" 90' BEND WITH RETAINER GLAND AND THRUST BLOCKING 16 FLUORIDE FEED POINT. SEE DETAIL E /WH /P -06 17 CHLORINE FEED POINT ON BACK SIDE OF B" DIP. SEE DETAIL B /WH /P -06 18 1Ys" GALVANIZED STEEL PIPE WITH BALL VALVE AND FLOW SWITCH ON BACK SIDE OF 8" DIP — SEE MECHANICAL SCHEMATIC. 19 POLYPHOSPHATE FEED POINT. SEE DETAIL A /WH /P -05 20 SEALED WALL PENETRATION. SEE DETAIL D /WH /P -06 21 SAMPLE TAP. SEE DETAIL D /WH /P -05 22 9Y" GALVANIZED STEEL PIPE WITH BALL VALVE AND 1Y1" STUB ON BACK SIDE OF 8" DIP 23 1' SPOOL PIECE B" DIP REDUCER W/ RETAINER GLANDS z "4ma g 7 z t V S� 4 z �y WH WELL HOUSE SECTION I SHEET P -02 OFP -06 SHEE RRIER G � SGN 4OROAD, CEILIN 1 /'TFI LON fUDIN ING ER Pip 9 RUN pGR TO 0 0 0 5. B OU P S POL p IN NE i0P �N�� AN D 00 P 05 006 L O f O SIDE 1 JEN 5! H O G j NDIrrIN5EG412 ",51N LON VPTM G I IPE 0 COO CA RAIUS D I I NA JE GR JPL C NE m NG L JE Fl BALL J�✓i L EGB JP � gA P V PL ,, I PG FDOT 1. CARRIER PIPING TO BE FURNISHED A ND 5 R P AND INSTALLED FROM FEED PUMP TO INE SiR 2 TUBING NG OF SIZE RECOMMENDED BY EDUIPMENT MANUFACTURER. 3. ALL POLYPHOSPHATE TANKS AND CONNECTIONS TO BE GASKETED. 4. INJECTION POINT IS IN PUMP ROOM. 5. FOR WALL PENETRATIONS SEE B /WH/P -05. POLYPHOSPHATE SCHEMATIC Ur F2 V SN AL OF� F LN ¢ P IPE 1� 5 � SG p 1 GALJ UG E so U pB ;PL 1 t JPN P000f off PP RPM GP fR) �pND . GV 1 � 2 M GV 1l" ON JL m 2 q oss9,p� aP G S PI PE GP1E JPLVE 1,,2' VENT 7U9,W6 70 OVTS/DE N97H INSECT SCREEN. TURING /N 11/1' SOY 40 CARRIER P /PE W7H LONG RADIUS BENDS TO BE RUN ACROSS THE CE/LINO - UNION UT I 04 oR SN 0 OF R it GPUG pIA 0 i GOO JE PF SN�DDER PU TOOAnC 5 P R P GNLORI �� M Of OEp5 CYL �E INE 5 (r CNL DOER e Cp LE LORINE 5 GN 3 m m P S 3 >u 0 3 3 3 CHLORINATION SCHEMATIC ffRNIN G LPN R AIN GU �Nf OGR D i2 ACID P o �� 5) SUP LODE LA TE PIPING P (3 D GU 0 R GE jBY,� PULP FR 5T (P'P OP 5� T E EF JPLVE 1 R vCNT 50UT0 TPN _.,.0' NOTE: 1. CARRIER PIPING TO BE FURNISHED FROM FEED PUMP TP POINT OF INJECTION. 2. TUBING OF SIZE RECOMMENDED BY EQUIPMENT MANUFACTURER. 3. INJECTION POINT IS IN CHLORINE ROOM. PDAP gy GEO GOU PRL005 (TMPE P) pnN1 ¢ LV£ 5C V NOTES: 1. TAPS FOR 1 GALV. STEEL PIPE MATH BALL VALVE SHOWN INCORRECTLY ON WRONG SIDES OF MAIN PIPING FOR CLARITY, PLEASE SEE P -01 FOR ACTUAL TAP LOCATIONS. 2. ALL SMALL DIAMETER WATER PIPING SHALL BE SUPPORTED FROM BUILDING AND /OR MAIN PUMP DISCHARGE PIPING. PIPING SHALL FOLLOW BUILDING LINES (NO DIAGONAL RUNS) OR MAIN PUMP DISCHARGE PIPING. 3. SMALL DIAMETER WATER PIPING SHALL NOT BE RUN ACROSS FLOORS. B) C 5 FLO VALVE (,,?f PEI TO PB 00 PIP 12 OF INP TRAIN �TMP NUTTO SESLUT, D DPLL J R G O 0 P tU N URE AND 01#I R STEE 5 DI1 3REJ58ER PNApLJPNIZE TA IF VPLv P5 B 1 / 2 cAN BALL 1 RTM 5��" S.ND 5EG LV OSGNEMEEl PG 1 11L2 JPLJE P GNHLOOOPINA I � P )N EN SST VJALJE G B 1 112 NE A LIA TI �1 � pP npN c rnN " ( FOP O DE N � or . F L U WATER P IPING DIAGRAM PI KE 5GN D� PRIgE RUN 0 TO ING�p6IAIG1fC ELISE N G TN P G 0 F pN INGnO ALL E JAL, ox vi P`I BALL GN OV TM IN �G1Np5 ID�R� 001tO NT TOG N 1 � tN RPpLI 9E R I SN JpRof 6 Ci, S RRE PPE W�TM �OUNIEG BREpI� T� I SNFLU N 0 0 010 fLopU� To SNELF 1 p ? O DO UBLE NK VATM FADR �C ON TpINN� ND FOO S� VAL JPL G A TC NOTE: 1 . 1 1/2 SCH 40 CARRIER PIPING TO BE FURNISHED FROM METERING PUMP TO INJECTION POINT. 2. TUBING OF SIZE RECOMMENDED BY EQU MANUFACTURER. 3. ALL FLUORIDE TANKS AND CONNECTIONS TO BE GASKETED. 4. INJECTION POINT IS IN CHLORINE ROOM. 5. FOR WALL PENETRATIONS SEE B /WH /P -05 FLUORIDE SCHEMATIC D, GU 00 RpIP5 A 0p 0z INP SNUTSCA N. OoIN OTHAO PRESS ER ANDOpIPPND P 5 NU 7 E I Ell m z INE' g 1 g a P Z Z W ,Lu-� a O w W m W 0° = O co W WH WELL HOUSE SCHEMATICS I S P -03 OFP -06 SHEETS r .R 3 0 m 8 3 3 3 a f TEE AND BEND v /��_ . I• NOTE, 1. THRUST BLOCKING TO BE USED FOR BENDS 22 -1/2' AND OVER 2. THRUST BLOCKING SHALL ONLY BE USED WHERE WORKING PRESSURES ARE LESS THAN 150 PSI 3. TIE ALL JOINTS PIPE SIZE BEARING AREA 6' 4.0 SOUARE FEET B' 6.0 SQUARE FEET 10' -12• 12.0 SQUARE FEET 16' 20.0 SQUARE FEET �� -PLUt 2 BLOCKI NG TO ARGER THAN DIAMETER TO BE POURED AGAINST' UNDISTURBED SOIL (BEARING AREA) A PIPE THRUST RESTRAINT DETAIL WH SCALE: NONE - 04 CONCRETE SLAB (THICKNESS VARIES) #3 0 18" (TYP) #5 BAR 0 10" ON CENTER TYPICAL CONCRETE ENCASEMENT IF E OF SLAB IS MORE THAN 2' -0" ABOV #3 0 18" (TYP) CONCRETE ENCASED PIPE DETAIL 12" LEG (TYP) 1 -1/2" X 6" KEYWAY (SIZE VARIES) „ - Al CONCRETE ENCASEMENT IF BOTTOM OF SLAB IS LESS THAN 2' -0" ABOVE PIPE -0' MIN LAP (TYP) ' MIN (TYP) BAR CONTINUOUS (4 REQUIRED) MIN (TYP) SCALE: NONE HYDRANT: PACER, WB -67 -250 WITH STAINLESS STEEL LOWER BODY BOLTS. BURY LENGTH TO MATCH GRADES AND INVERTS SHOWN ON DRAWINGS. INDICATED BY MEA OF A METAL TAG ATTACHED TO ONE OF THE FLANGE BOLTS. OUTLET NOZZLES & THREADS: TWO 2 1/2" HOSE CONNECTIONS AND ONE 4 1/2' PUMPER CONNECTION (NATIONAL STANDARD THREADS). 5' - CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) VALVE BOX SETTINGS TO BE 1/2" BELOW PAVEMENT AND AT GRADE IN TURF. VALVE BOX SHALL BE SET TO HAVE 6" ADJUSTMENT UP AND DOWN FROM FINISH GRADE CL STREET VALVE BOX SETTING TO BI 1/2" BELOW PAVEMENT A AT GRADE IN TURF WATER MAIN 1 1II UNDISTURBED SOIL 2' DIAMETER BY 3' DEEP PIT UNDISTURBED SOIL 1B "X18 %5" UNDER HYDRANT FILLED WITH CONCRETE A MINIMUM OF 1 C.Y. OF 1 1/2" NOTES: BLOCK CLEAR STONE. 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIE RODS 3. HYDRANTS SHALL HAVE A 16" BREAK OFF TRAFFIC FLANGE 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC 5. YELLOW "OUT OF ORDER" TAG TO BE INSTALLED ON THE PUMPER CONNECTION AFTER BACKFILL 6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT TYPICAL HYDRAN DETAIL SCALE: NONE VALVE BOX TO BE SET TO HAVE 6" ADJUSTMENT UP AND DOWN FROM FINISHED GRADE 'HYDRAFINDER' (CANDYCANE) FIRE HYDRANT LOCATOR NUT SHALL BE 1 1/2 AND BE TURNED COUNTER TO OPEN. MIN. MAX. 1 1/2 " CLEAR STONE TO 6' ABOVE WEAP HOLES COVERED WITH 2 LAYERS POFFL4 MIL BRACING YLENE. AS REOUIRED PRECAST CONCRETE BLOCK DIP WATER M r_ATr XIAi ° - 04 BURIED GATE VALVE DETAIL WH SCALE: NONE B � m pill j Y H Z Z Lu 2 2 0 Ul > Lu IL O 2 Lu Q � m = O J J (n W Z� WH STANDARD PROCESS DETAILS I SHEET P - 04 OFP - 06 SHEETS F— 3' MIN (TYP) " VACUUM TUBING W DIFFUSER 0' 27 SECTION THE ASSEMBLY SHOULD BE INSTALLED AT THE 90 OR 180• LOCATION OF THE HORIZONTAL PIPE. CONSULT ENGINEER FOR ANY OTHER MOUNTING - -•-• • -- • • -• • CONFIGURATIONS A POLYPHOSPHATE INJECTION CONNECTION ASSEMBLY WH SCALE: NONE P -0 MASONRY WALL (VERIFY THICKNESS) j _j l ` VERIFY PIPE SIZE 3 m cp P 8 O O 0 t v 3 3 CUT OPENING IN EXISTING MASONRY WALL AND FILL VOIDS WITH NON - SHRINK GROUT & B , WALL PENETRATION DETAIL SCALE: NONE 0 SAMPLE TAP DETAIL WH SCALE: NONE P -0 PIPE FOR 3/4' NPT S.S. NIPPLE STAINLESS STEEL BALL VALVE STAINLESS STEEL ELBOW 3/4" STAINLESS STEEL NIPPLE 4' -6" & WH PUMP BASE DETAIL SCALE; NONE Z Z Lu m 2 p W > 0 L- a O w LLI 0 ° = O J N W � S WK STANDARD PROCESS DETAILS I SHEE P - 05 OFP -06 SHEETS ?ul I ` S -6" 1' MINIMUM NON- SHRINK GROUT LEVELING PLATE 1" DIAMETER (MIN) ANCHOR BOLT (TYPICAL) 7 � t m �' 2" VENT & VENT CAP THRU o� 16" CASING AND CONCRETE I- 8" DIP DISCHARGE LINE N ffi m � - - -- - - - -- #5 BARS —12" �� < ....._..___....._..._._— .__.__. I O.C. EACH WAY 2" WATER LEVEL MONITOR§ THRU 16" CASING AND �`B z 9 CONCRETE BASE E 24" STEEL CASING �- n SOLE PLATEg »l \ \\ s L----- - - - - -J NOTES: 1/2' MASTIC EXPANSION MATERIAL (TYPICAL) 1. ALL EXPOSED EDGES OF PUMP BASE SHALL HAVE 3/4" CHAMFER. 2. ALL EXPOSED SURFACES OF PUMP BASE SHALL BE FILLED AND RUBBED SMOOTH WELDS (TYPICAL) Q. 3. 2" CASING CONNECTIONS SCH 40 GALVANIZED STEEL. 4. WELD 2" CASING CONNECTIONS TO THE CASING AND GRIND INTERIOR SURFACE SMOOTH. l Q_ #5 BARS — 12" D.C. EACH WAY 5. CUT OFF CASING AS REQUIRED TO PROVIDE A 1" �° .`. ' .... PROJECTION INTO PUMP DISCHARGE HEAD. 6. PROVIDE SOLE PLATE, AND GROUT TO SET PUMP 4... '. " DISCHARGE HEAD TO THE ELEVATION SHOWN. SQUARE REINFORCED CONCRETE BASE EXISTING 24" OUTER CASING NOT TO SCALE EXISTING 16" INNER CASING 6" PUMP COLUMN NOTES: 1. THE WELL PUMP BASE, CASING AND WELL SEAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MINNESOTA WATER WELL CODE. 2. THE WELL CASING SHALL BE EXTENDED AS REQUIRED FOR PROPER INSTALLATION. WELL PUMP MOTOR 2" SOUNDING HOLE WITH THREADED CAP WELDED TANGENTIALLY TO WELL CASING WELL PUMP DISCHARGE HEAD 1 -1/4' DIAMETER OPENING IN STEEL BASE PLATE AND PUMP FOR FUTURE TRANSDUCER TUBE- SEAL WITH THREADED PLUG 2" GALVANIZED STEEL PIPE WITH 2' WYE PLUG AND BRONZE SCREENED VENT CAP - I } 3/4" CHAMFER ON ALL EDGES OF PUMP BASE a ~ 1' MINIMUM NON- SHRINK GROUT LEVELING PLATE 1" DIAMETER (MIN) ANCHOR BOLT (TYPICAL) 7 � t m �' 2" VENT & VENT CAP THRU o� 16" CASING AND CONCRETE I- 8" DIP DISCHARGE LINE N ffi m � - - -- - - - -- #5 BARS —12" �� < ....._..___....._..._._— .__.__. I O.C. EACH WAY 2" WATER LEVEL MONITOR§ THRU 16" CASING AND �`B z 9 CONCRETE BASE E 24" STEEL CASING �- n SOLE PLATEg »l \ \\ s L----- - - - - -J NOTES: 1/2' MASTIC EXPANSION MATERIAL (TYPICAL) 1. ALL EXPOSED EDGES OF PUMP BASE SHALL HAVE 3/4" CHAMFER. 2. ALL EXPOSED SURFACES OF PUMP BASE SHALL BE FILLED AND RUBBED SMOOTH WELDS (TYPICAL) Q. 3. 2" CASING CONNECTIONS SCH 40 GALVANIZED STEEL. 4. WELD 2" CASING CONNECTIONS TO THE CASING AND GRIND INTERIOR SURFACE SMOOTH. l Q_ #5 BARS — 12" D.C. EACH WAY 5. CUT OFF CASING AS REQUIRED TO PROVIDE A 1" �° .`. ' .... PROJECTION INTO PUMP DISCHARGE HEAD. 6. PROVIDE SOLE PLATE, AND GROUT TO SET PUMP 4... '. " DISCHARGE HEAD TO THE ELEVATION SHOWN. SQUARE REINFORCED CONCRETE BASE EXISTING 24" OUTER CASING NOT TO SCALE EXISTING 16" INNER CASING 6" PUMP COLUMN 1 Z 3 !a m CID 0 S a g 3 d 3 3 f A PRESSURE TAP DETAIL WH P -0 SCALE NONE 270' PRESS SWITCH SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS 3/4" NPT S.S NIPPLE 3/4 S.S. BALL VALVE 3/4" S.S. NIPPLE TAPPED PIPE INTO TOP OF PIPE PIPE OR TEE WET TAP PIPE FOR 1 -1/2" CORPORATION STOP 1 -1/2" BALL CORPORATION VALVE. PROVIDE VALVE OPERATING HANDLE PACKED JOINT CONNECT PVC PIPE TO CHLORINE BOOSTER PUMP SUCTION PIPE STAINLESS STEEL ANCHOR BOLTS TRANSITION TO 1 -1/2" SCHEDULE BD PVC PIPE NOTES: 1. TAPPED LINES WILL BE PRESSURIZED 6 CHLORINE BOOSTER PUMP WH SUCTION TAP DETAIL P- p SCALE NONE 0' 90• 1/2" NPT MAIN CONNECTION & DIFFUSER 1/2" NPT BALL VALVE 160' SECTION INJECTION CHECK VALVE ASSEMBLY THE ASSEMBLY SHOULD BE INSTALLED IN THE CONNECT CHEMICAL FEED LINE LOWER HALF OF THE HORIZONTAL PIPE. EXACT LOCATION WILL DEPEND UPON THE APPLICATION. CONSULT ENGINEER FOR LOCATION. E FLUORIDE INJECTION CONNECTION ASSEMBLY WH P-0 SCALE NONE PRESSURE GAUGE CONTINUOUS WELDED WATERSTOP AND ANCHOR COLLAR WALL SLEEVE DETAIL WH P -0 SCALE NONE TIE BOLT TIE TO FIRST FLANGE ABOVE FLOOR FLOOR SLEEVE �— PROVIDE FITTINGS AS REQUIRED PER GAUGE LOCATION 1/2" STAINLESS STEEL BALL VALVE t �,_ 2AIR PRESSURE GUAGE DETAIL SCALE NONE e r. TIE RODS PAINTED WITH BITUMINOUS MATERIAL IN ORDER TO PREVENT ADHESION TO CONCRETE FILL FLOOR SLEEVE WITH O O FLEXIBLE MATERIAL MASTIC RETAINER CLAMP WITH BURIED MJ TEE OR ELBOW RETAINER WASHERS ( &Z LOR SLEEVE DETAIL SCA L NONE E N z N F z Z uj a m W W a O O W m O o 2 0 J J (/� W 1S' a m WH STANDARD PROCESS DETAILS I S P -06 OFP -06 SHEETS 6" MINIMUM CONCRETE BASE - v' CONCRETE OR MASONRY WALL PIPE (SIZE VARIES) I.D. SLEEVE AS RECOMENDE FIRE STOP WALL SEAL BY SEAL MANUFACTURER A WHICH COMPLIES DJUSTABLE SADDLE PIPE SUPPORT PIPE WITH MANUFACTURERS STANDARDIZATION SOCIETY SP -69 O.D. SLEEVE I. I (TYPE 38) D — — SUPPORT PIPE 3"m FOR 4" — 12" PIPE 4 "0 FOR 14" — 16" PIPE 6 "0 FOR 18" — 36" PIPE D.D. WATERSTOP 4" LARGER USE FABRICATED STEEL WALL THAN O.D. OF SLEEVE LOWER SUPPORT PLATE SLEEVE C PIPE SUPPORT FROM FLOOR DETAIL WH P -0 SCALE NONE DIAPHRAGM SEAL - TAP PIPE FOR 1/2" NPT STAINLESS STEEL NIPPLE ci II 0 a w w N LL :g x 3 W Z W 2 a 3 uo 8 N IQ u OPENING SCHEDULE 1' -4" FLAB AREA DOORS FRAMES NOTE 3 DETAILS F 1 REMARKS DOOR CHEMICAL ROOM F 1 CHLORINE ROOM F 1 AR CHITECTURAL FLOOR PLA - SCALE: 1/4 " =1' -0" F 1 1 -HOUR RATED 0 1 2 3 4 8 8 12 PROJIXT NWTH — 5 B NO DOOR LOCATION LEAFS WIDTH HEIGHT THICKNESS MAT'L TYPE FINISH MAT'L TYPE FINISH HEAD JAMB SILL GROUP INSULATED DOOR - 01 PUMP ROOM 2 3' -0" 7' -0" 1 3/4" HM FLUSH PAINT HM 5 3/4" PAINT 1 SET THRESHOLD IN FULL BED OF SEALANT INSULATED DOOR — OIA PUMP ROOM 1 3' -0" 7' -0" 1 3/4" HM FLUSH PAINT HM 5 3/4" PAINT 4 SET THRESHOLD IN FULL BED OF SEALANT FIRE SHUTTER - 60 MIN. 01B PUMP ROOM -INT. LITE - - - - - - - FRP 5 3/4" - - UL RATED ASSEMBLEY PERIMETER SEALANT 02 CHLORINE ROOM 1 3' - 0" 7' - 0' 1 3/4" FRP FLUSH PAINT 5 3/4" PAINT 2 INSULATED DOOR - SET THRESHOLD IN NOTE 2 FULL BED OF SEALANT 02A CONTROL CLOSET 1 3' -0" 7' -0" 1 3/4" FRP FLUSH W/ LITE FRP NOTE 2 5 3/4" - 3 UL 60 MIN. ASSEMBLY 03 CHEMICAL ROOM 1 3' - 8" 7' - 0" 1 3/4" FRP FLUSH PAINT E 5 3/4" PAINT 2A INSULATED DOOR - SET THRESHOLD IN NO 2 FULL BED OF SEALANT INSULATED DOOR - 04 ELECTRICAL ROOM 1 3' - 0" 7' - 0" 1 3/4" HM FLUSH PAINT HM 5 3/4 PAINT 4 SET THRESHOLD IN FULL BED OF SEALANT 04A ELECTRICAL ROOM 1 3' -0' 7' -0" 1 3/4" HM FLUSH PAINT HM 5 3/4" PAINT 5 NOTES I. PAINT FINISHES SPECIFIED IN SECTION 09800 2. APPLY SEALANT INSIDE OF FRP FRAME AT MITER JOINTS. ALL FRAMES FILLED WITH GROUT. -4 G ELECTRICAL O 0403 � 5 5 0 O /k\ CHEMICAO O 12 °w SIDEWALK o$ GRATE u$ I SEE CIVIL DRAWINGS ( °a 1 I I I FOR SIDEWALKS a SUPPORTED CONC. 1' -4" FLAB AREA BUILDING OCCUPANCY DOOR LANDING- 1' -4" F 1 ELECTRICAL ROOM SEE STRUCTURAL CHEMICAL ROOM F 1 CHLORINE ROOM F 1 AR CHITECTURAL FLOOR PLA - SCALE: 1/4 " =1' -0" F 1 1 -HOUR RATED 0 1 2 3 4 8 8 12 PROJIXT NWTH — 5 B liaphk � T T it sII I Ll I I ae 12'w SIDEWALK GRATE SUPPORTED CONC. DOOR LANDING - SEE STRUCTURAL SEE SCHEDULE F SEE SCH. -- I v SEE LE a _ I PROJECT DATA BUILDING CODE: 2003 MINNESOTA STATE BUILDING CODE 2000 IBC EDITION FLAB AREA BUILDING OCCUPANCY PUMP ROOM F 1 ELECTRICAL ROOM Fl CHEMICAL ROOM F 1 CHLORINE ROOM F 1 CONTROL RM 1 -HOUR RATED DOOR LANDING - SEE STRUCTURAL CJ ROOM SPRINKLED CONTROL (CLOSET) RM F 1 1 -HOUR RATED ROOM SPRINKLED CONSTRUCTION TYPE 5 B BUILDING GROSS AREA 1040 SF NUMBERED NOTES 01 FIRE STOP WALL PENETRATIONS 02 FLOOR DRAIN LOCATIONS -SEE MECHANICAL SLOPE FLOOR TO DRAIN WITH A 24" x 24" AREA, AND A 1 /2 "/FT SLOPE ® FLOOR DRAIN LOCATIONS -SEE MECHANICAL SLOPE FLOOR TO DRAIN WITH A 24" x 24" AREA, AND A 1 /2"/FT SLOPE - COORDINATE DRAIN LOCATION TO AVOID COUNTERTOP SUPPORT LEG. ® PAINT FINISHES SPECIFIED IN SECTION 09800 Q LOUVER -SEE MECHANICAL. 7/A -03 AND 8/A -03 PROVIDE It CAP BLOCK AT LOUVER SILLS AND 12" BOND BEAM BLOCK AT LOUVER HEADS. SD MECH. EXHAUST AT CEILING - COORDINATE LOCATION KITH PRECAST CEILING do ROOF TRUSS FRAMING © COORDINATE CEILING OPENING WITH OPENING IN PRECAST CEILING AND ROOF TRUSS FRAMING 07 ATTIC -SEE 13/A -03 10" x 10" LITE WITH 1/4' HARE GLASS 0 FIRE SHUTTER - PUMP ROOM SIDE TEMPERED LITE 1" INSUL GLASS IN FRP FRAME — FIRE SHUTTER SILL --,- FIN. FLOOR DOOR TWE FRAME TYPE F —FLUSH DOOR TYPE F —LITE SCALE: 1 /2" =1' -0" DOOR 02A 0 1 2 3 4 8 GAOIC wax ELEVATION INTERIOR LITE OPENING 01A i"' m Y! N C n " t 15 I 16 I a a O O W D a � ARCHITECTURAL FLOOR PLAN, SCHEDULE & DETAILS WELLHOUSE S H EE T A -01 O F 3 SHEETS U 1-I#t MIALL O CHLORINE 02 o 02 1 FLAB AREA Tp SINK (V O - SUPPORTED CONC. 04 04 M .AI' DOOR LANDING - SEE STRUCTURAL CJ — 8 AD MIATOi PUMP ROOM 0103 o1A zuPE /4' I 1-I#t MIALL O CHLORINE 02 o 02 1 �I �I 0 v �d w Z w x a 3 7. g N r� SKYLIGHT PREFINISHED METAL SIDING & RAKE TRIM PREFIISHED METAL FASCIA & SOFFIT PREFINISHED METAL GUTTER & CLOSED DOWNLEADER OPEN DOMMLEADER BURNISHED CMU W/ CLEAR ACRYLIC COATING - 1/2 ROUND CMU W/ W/ WATER - REPELLANT COATING AND COLOR COATING ROCK FACED CMU W/ WATER - REPELLANT COATING EAST ELEVATION TOP DOUBLE PLATE ELEV. 110' -3' r iiiii� i ■ul� i■ PREFINISHED METAL i i ■ ■i��ii■ O OPEN . • r 0 1 2 3 4 8 8 1 2 " F Graphic Scale 1 AT710 � RIDGE VENT -- � POWER EXHAUST € EXHAUST DUCT /CURB I UCT /CURB -SEE MECH // AINT BASE - A G WMEMBRRANE RB M 18" ALL SIDES PREFlNI FASCIA dq SOFFIT BURNISHED CMU W/ CLEAR ACRYLIC COATING 1/2 ROUND CMU W/� W/ WATER- REPELLANT COATING AND COLOR COATING ROCK FACED CMU W/ WATER - REPELLANT COATING AC UNITS -SEE MECHANICAL SEE CIVIL DRCS FOR CONC. PAD C1 "W13l o Graphic Scale FRP OR R FRM. - PREnNISHED METAL GUTTER & ,-OPEN DOWNLEADER FRP OR & FRM. HM DR & FRM. GRATE SOUTH ELEVATION 0 1 2 3 4 6 8 12 NOTES: Graphic Scale 1. SEE CIVIL DRAWINGS FOR SURFACES AND ELEVATIONS AT PERIMETER OF BUILDING ADDRESS NUMBERS FINISH SCHEDULE ROOM FLOOR WALLS CEILINGS NOTES BASE I NORTH EAST SOUTH WEST ROOM NUMBER NAME CONST. FINISH FINISH C FINISH Mt FINISH CONST FINISH CONST FINISH T R ARKS NUMBER 01 PUMP ROOM CONCRETE AI T U PAINT U PAI T T NN C CONCRETE 02 CHLORINE ROOM CONCRETE PAINT - CMU PAINT CM PAINT T CMU PAINT P C CONCRETE PAINT 9 -4 - 02 02A CHLORINE CLOSET CONCRETE PAINT - CMU PAINT - U PAIN T CMU PAINT P C CONCRE7E PAINT 9 -4 03 CHEMICAL ROOM CONCRETE PAINT - CMU PAINT CM PAINT T 04 ELECTRICAL ROOM CONCRETE AINT - pAU PAINT CMU PAINT T CMU PAINT P C CONCRETE PAINT 9' -4 04 EXTERIOR BUILDING ELEVATIONS n 1 oo O n N O � [ 1 [ � � 8 E t a C � a x �i lj' I IN VELLHOUSE SH EET A -02 OF 3 SHEETS TYPICAL i ROOF FRAMING - 2x EXTENSIONS AT 24' O.C. AT GABLE ENDS HM DR B FRM. 7. L • a. Z i�>• . • 7 .. • 7- i'1`;i■ fi Iii ■ �i1A�il 7 � ., �• e��a�ts 0 1 2 3 4 6 a 12 Graphic Scale 1 $ RIDGE VENT S cvGHT ASPHALT SHINGLES FLASH IN SELF - ADHERIy W G EEMBR PREFINISHED METAL H IN VENT MIN. 18 ALL SIDES FASCIA & SOFFIT eLev. = IUD -w BURNISHED CMU W/ CLEAR ACRYLIC COATING 1/2 ROUND CMU W/ W/ WATER - REPELLANT COATING AND COLOR COATING ROCK FACED CMU W/ WATER - REPELLANT COATING, BURNISHED CMU W/ CLEAR ACRYLIC COATING 1/2 ROUND CMU W/� W/ WATER- REPELLANT COATING AND COLOR COATING ROCK FACED CMU W/ WATER - REPELLANT COATING AC UNITS -SEE MECHANICAL SEE CIVIL DRCS FOR CONC. PAD C1 "W13l o Graphic Scale FRP OR R FRM. - PREnNISHED METAL GUTTER & ,-OPEN DOWNLEADER FRP OR & FRM. HM DR & FRM. GRATE SOUTH ELEVATION 0 1 2 3 4 6 8 12 NOTES: Graphic Scale 1. SEE CIVIL DRAWINGS FOR SURFACES AND ELEVATIONS AT PERIMETER OF BUILDING ADDRESS NUMBERS FINISH SCHEDULE ROOM FLOOR WALLS CEILINGS NOTES BASE I NORTH EAST SOUTH WEST ROOM NUMBER NAME CONST. FINISH FINISH C FINISH Mt FINISH CONST FINISH CONST FINISH T R ARKS NUMBER 01 PUMP ROOM CONCRETE AI T U PAINT U PAI T T NN C CONCRETE 02 CHLORINE ROOM CONCRETE PAINT - CMU PAINT CM PAINT T CMU PAINT P C CONCRETE PAINT 9 -4 - 02 02A CHLORINE CLOSET CONCRETE PAINT - CMU PAINT - U PAIN T CMU PAINT P C CONCRE7E PAINT 9 -4 03 CHEMICAL ROOM CONCRETE PAINT - CMU PAINT CM PAINT T 04 ELECTRICAL ROOM CONCRETE AINT - pAU PAINT CMU PAINT T CMU PAINT P C CONCRETE PAINT 9' -4 04 EXTERIOR BUILDING ELEVATIONS n 1 oo O n N O � [ 1 [ � � 8 E t a C � a x �i lj' I IN VELLHOUSE SH EET A -02 OF 3 SHEETS TYPICAL i ROOF FRAMING - 2x EXTENSIONS AT 24' O.C. AT GABLE ENDS HM DR B FRM. 7. L • a. Z i�>• . • 7 .. • 7- i'1`;i■ fi Iii ■ �i1A�il 7 � ., �• e��a�ts 0 1 2 3 4 6 a 12 Graphic Scale 1 $ RIDGE VENT S cvGHT ASPHALT SHINGLES FLASH IN SELF - ADHERIy W G EEMBR PREFINISHED METAL H IN VENT MIN. 18 ALL SIDES FASCIA & SOFFIT eLev. = IUD -w BURNISHED CMU W/ CLEAR ACRYLIC COATING 1/2 ROUND CMU W/ W/ WATER - REPELLANT COATING AND COLOR COATING ROCK FACED CMU W/ WATER - REPELLANT COATING, EXTERIOR BUILDING ELEVATIONS n 1 oo O n N O � [ 1 [ � � 8 E t a C � a x �i lj' I IN VELLHOUSE SH EET A -02 OF 3 SHEETS TYPICAL i ROOF FRAMING - 2x EXTENSIONS AT 24' O.C. AT GABLE ENDS HM DR B FRM. 7. L • a. Z i�>• . • 7 .. • 7- i'1`;i■ fi Iii ■ �i1A�il 7 � ., �• e��a�ts 0 1 2 3 4 6 a 12 Graphic Scale 1 $ RIDGE VENT S cvGHT ASPHALT SHINGLES FLASH IN SELF - ADHERIy W G EEMBR PREFINISHED METAL H IN VENT MIN. 18 ALL SIDES FASCIA & SOFFIT eLev. = IUD -w BURNISHED CMU W/ CLEAR ACRYLIC COATING 1/2 ROUND CMU W/ W/ WATER - REPELLANT COATING AND COLOR COATING ROCK FACED CMU W/ WATER - REPELLANT COATING, eLev. = IUD -w BURNISHED CMU W/ CLEAR ACRYLIC COATING 1/2 ROUND CMU W/ W/ WATER - REPELLANT COATING AND COLOR COATING ROCK FACED CMU W/ WATER - REPELLANT COATING, © 2005 WILLIAM HENNEMUTH ARCHITECTS, LTD.' ONE n m 0 C D r b r r m 0 0 z V) D Z m D r U) s m rn r r D O o � (4 m 0 n w m ?-P 1 � O V/ M 0 z q -- RZ v (} ° Z 2727 4 4 0 M m m z a• f-' 1 o, 0 s ONE n m 0 C D r b r r m 0 0 z V) D Z m D r U) s m rn r r D O o � (4 m 0 n w m ?-P 1 � O V/ M 0 z 3 q -- RZ v (} ° C.?4 2727 4 0 m z N 0 s YP r a_ _ J x\ _r x x y�� FFiS � � L\ z i ' FFii z ro z z / n 11'1 :r x Mi g 11al 0 AA aE y i D I*1 � A Ni x >F as< 3 Fo" D 0 O a a 2 N P C) = Z ,! S § !6 I. I. Z � s6Q A O e p 1 =2 > �j '� $ � � 8 _ N Z L20 ' 8 d -,_ 2 p 2 zp �j C A �L x 3 q -- RZ m (} ° �g Z z N 0 s YP o N y fA 00 � Z oc: � =1 z D z z / n 11'1 :r x Mi g 11al 0 AA aE y i I*1 � A Ni x >F as< 3 Fo" D m A s a a 2 N 3 (m Z F 1 F e , m E N m (} ° Z F 0 s N y fA 00 � Z oc: � �C D z (m Z F 1 F e , m 'i 1 ) . 1 111 11 R £L� R ° 1�' ° w F � � ii�i�GG � F L � f w zoT ,r 5 , °��x - 701 XeNa AVBM18 SdM, 8W0e 300 s NnvzmcTm BEMUNEEFM .PLAMIa.COtA,RaC M jpq M 8 ° WHA 24016 WS SHEET A -03 PS: 1 =1 (.25) f0 �� 2 " 0 2 c° I o v q n m D a � p r _ Z N rr w $ S $ X fo -1 A u u � m :: _ o BADGER FIELD WELL HOUSE IMPROVEMENTS SHOREWOOD, MN Ma o m I m A R% ai uwoae"w w`fc: swoiMSion ""' Aa No�EO ND " 1 MI � OILY ICDJ>m USER M VNS Of ,IIE sm a nr ,mI p10C1�D M NMlCf !q ss« 1074-87 ,we 2 gar zon oato 5-2 -2005 E N + d z 0 s � •rsl Y; z / n 0 <t A 0 z 2 N P Z ,! § !6 I. I. � s6Q A 114 1 =2 > �j '� $ � � _ N 'i 1 ) . 1 111 11 R £L� R ° 1�' ° w F � � ii�i�GG � F L � f w zoT ,r 5 , °��x - 701 XeNa AVBM18 SdM, 8W0e 300 s NnvzmcTm BEMUNEEFM .PLAMIa.COtA,RaC M jpq M 8 ° WHA 24016 WS SHEET A -03 PS: 1 =1 (.25) f0 �� 2 " 0 2 c° I o v q n m D a � p r _ Z N rr w $ S $ X fo -1 A u u � m :: _ o BADGER FIELD WELL HOUSE IMPROVEMENTS SHOREWOOD, MN Ma o m I m A R% ai uwoae"w w`fc: swoiMSion ""' Aa No�EO ND " 1 MI � OILY ICDJ>m USER M VNS Of ,IIE sm a nr ,mI p10C1�D M NMlCf !q ss« 1074-87 ,we 2 gar zon oato 5-2 -2005 MAINale, Wastewa ter \Shorewood \1074 -87 - Badger Well tloMeNstnlEMaedwg Cn O C --I S m r m D O Z �n -- A N c C) C N D r rrl r m D --I O Z En to x m m to C?_ O i m to I O UI V) m In m r7 m N m D m r m D O Z 701 X.IR A. 9DIM, 900a 300 R W W Y NW'"'° °°°IIa.IINN e941e N'WM.IED0Rr10.D0111 de Assaeiel<s. Inc. ene+rINeaaeRAReRRrr rRRaIIJaED- Fa7RbllaREw MrRAR71RICnW ,, ENGME:RINO R PIANRM RCON97RUCTIOR m D m r m D O Z BADGER FIELD WELL HOUSE IMPROVEMENTS SHOREWOOD, MN 1 MEMORY eERrer TINT r PLAK SPtCWNA . oR REIORr WAS PREPARED RY ME OR UNDER MY DR MT SIIPE"m smL. AND "%T 1 AM A DULY UCEMED PROIESA01YlE ENMNEFR TINDER THE ums or 'HE SIAr r MINNESOTA PVIN e S - � R LOVEIACE eAre Ole. No- 40458 AS NOTED ere BRL ENECRm sr PRD.RCT ro: BRE 1071 —e7 AEwRO ceP. se aArE Va z � m r m tn to BADGER FIELD WELL HOUSE IMPROVEMENTS SHOREWOOD, MN 1 MEMORY eERrer TINT r PLAK SPtCWNA . oR REIORr WAS PREPARED RY ME OR UNDER MY DR MT SIIPE"m smL. AND "%T 1 AM A DULY UCEMED PROIESA01YlE ENMNEFR TINDER THE ums or 'HE SIAr r MINNESOTA PVIN e S - � R LOVEIACE eAre Ole. No- 40458 AS NOTED ere BRL ENECRm sr PRD.RCT ro: BRE 1071 —e7 AEwRO ceP. se aArE � 1 � P'IPJN�1'+\a+NM11RM JAM JAM - L a- bLOi \poow \: W I I N I I aU0 1 NpN � I � q:�� u °o� I U h m u2 1 I N �I wJN I I I m od v3 I I 1 � a c u `° c ` I I 1 4 fZ 0 m 1 I � °� I I No� I 4010 ��m J I I N i J U I I uw .IY ldm M-30 9go(w - '� uw 33V13AOl 'a 111aarB s NW `dOOM32IOHS S1N3W3AOMdW13snoH 113M maw a3E)aea Ng100a1$f w0 9MNM"9 0Itla33NI01d a 3LYIL'10al9yaJ111 al/.IOL9LiLIy 071FILKYI .,,,I � lalbssr � BL499 NW'MI 9W a77 ,r' � am �'p WNMV°�►oc �r w N o r � c9 - bcoL NMI MNW w 1 'ra Qn V1os3NN. !0 XVLS 1% eo SM 3w V MM ImNL1N3 MIgS531DNd 03SN3gl AVID V Ng4MO 43 11VIN WA AN a30NN a0 3W AN mNld sae ;u Ng00 are .. NV NmM1r1A� LW 0310N SW 311J5 '011 NgLNV d3tl INO NO 'Ng1YJO1�3d5 'N1I1C 4N1 YNI Allla3] NOa3N I 3UZO l H i N LL O 3 N O Ln r L1J UI — — — — — — — — — — — — — — — — — — — — — z — — — — — d 11 1 w I a U 0 Y LL a Z I II I ma U) I i. I II I TF o v N i Y.I Q o a v I 11 3 I to N I1 1 Ej I F I II o �; o 0 J mm � c u it II ° Li it I I I III �- -- - - - - -- - - - -- .0 -,9Z „0 -,ZL N I I -- - - - - -- + ----- - - - - -- I 'I I Z I a �3 2 1 a I U I I I I I OW 1 1 m / I I I ( I I I I 1 z I Q I s L o -.Z z z f I m I 0 � I I I L L I I u I 1 ( „9 I � I I I I I I I I ( I i I i I ( I I -- ----- - - --- I o� I 1 I I I I w I a Li w j U W 6 W W OU 1 O Y a 0 Qm Z O Z. i „9 -,8 Ow Z �Q O l U � 1 � P'IPJN�1'+\a+NM11RM JAM JAM - L a- bLOi \poow \: W I I N I I aU0 1 NpN � I � q:�� u °o� I U h m u2 1 I N �I wJN I I I m od v3 I I 1 � a c u `° c ` I I 1 4 fZ 0 m 1 I � °� I I No� I 4010 ��m J I I N i J U I I II 0 0 r � W I I N I I aU0 1 NpN � I � q:�� u °o� I U h m u2 1 I N �I wJN I I I m od v3 I I 1 � a c u `° c ` I I 1 4 fZ 0 m 1 I � °� I I No� I 4010 ��m J I I N i J U I I 0 m 1 I � °� I I No� I 4010 ��m J I I N i J U I I I I BEARING PC PLANK ELEV. = 978' -2" FACE OF WALK ELEV. = 968' -8 3/4" ( ~ � 2" LIP . o TYP. N TRUSS 8" PRECAST CONIC. PLANK CONECTION BY PRECAST SUPPLIER; MINIMUM # DOWELS AT 48" 8" BOND BEAM W/ 2 #5 BARS BEARING PC PLANK ELEV. = 978' -2" NOTE: NORTH AND SOUTH OVERHANG SHOWN FOR SIMPLICITY; SEE ARCHITECTURAL SHEETS FOR GABLE ENDS 8" CMU WITH #5 BARS 0 32" 3/8" JOINT MATERIAL 5' - AND SEALANT 6" CONCRETE SLAB 6" CONIC. SLAB WITH WITH #4 BARS ® 12" #5 BARS ® 12" EW IV FINISH FLOOR ELEV - 968' -10" 8" CMU 16" CMU WITH #5 BARS ® 32 #4 BARS ® 12" EQ EQ a 3" CLEAR COMPACTED SELECT GRANULAR BORROW 10 MIL POLY VAPOR BARRIER TYP, DWLS TO MATCH SIZE & #4 BARS LONG. TOP OF FOOTING ELEV. = 963' -B" r� O I >G m �3 #5 BARS 8 BARS 0 12 "—/ #5 0 3 a f TRUSS 8" PRECAST CONIC. PLANK CONECTION BY PRECAST SUPPLIER; MINIMUM # DOWELS AT 48" 8" BOND BEAM W/ 2 #5 BARS BEARING PC PLANK ELEV. = 978' -2" NOTE: NORTH AND SOUTH OVERHANG SHOWN FOR SIMPLICITY; SEE ARCHITECTURAL SHEETS FOR GABLE ENDS 8" CMU WITH #5 BARS 0 32" 3/8" JOINT MATERIAL 5' - AND SEALANT 6" CONCRETE SLAB 6" CONIC. SLAB WITH WITH #4 BARS ® 12" #5 BARS ® 12" EW IV FINISH FLOOR ELEV - 968' -10" 8" CMU 16" CMU WITH #5 BARS ® 32 #4 BARS ® 12" EQ EQ a 3" CLEAR COMPACTED SELECT GRANULAR BORROW 10 MIL POLY VAPOR BARRIER TYP, �Ula 2 #5 BARS 0 12" ' EXTERIOR WALL SECTION WH S -03 FINISH GRADE TRUSS FINISH FLOOR � EL EV. = 968' -10" 16" CMU WITH #5 BARS ® 32'= �► EQ TOP OF FOOTING ELE V. 965'-6* 3" CLR. TYP. M� r 3' -D" #5 BARS ® 12" 8" PRECAST CONC. PLANK CONECTION BY PRECAST SUPPLIER; MINIMUM #4 DOWELS AT 4B" B" BOND BEAM W/ 2 #5 BARS B" CMU WITH #5 BARS ® 32" 3/8" JOINT MATERIAL AND SEALANT 6" CONCRETE SLAB WITH #4 BARS ® 12" 3" CLEAR COMPACTED SELECT GRANULAR BORROW 10 MIL POLY VAPOR BARRIER TYP. DWLS TO MATCH SIZE & SPACING OF WALL REINF. EQ LAP 48 BAR DIA. W /CMU REINF. 0 -3 #5 BARS EXTERIOR WALL SECTION WH S— 03 WH STRUCTURAL SECTION I SHEET S -03 OFS -05 SH DWLS TO MATCH SIZE & SPACING OF WALL REINF. LAP 48 BAR DIA. W /CMU REINF. TOP OF FOOTING r e . ELEV. = 965' -6" o I / _ 3LCLR. TYP. �3 #5 BARS 3'- 5" �Ula 2 #5 BARS 0 12" ' EXTERIOR WALL SECTION WH S -03 FINISH GRADE TRUSS FINISH FLOOR � EL EV. = 968' -10" 16" CMU WITH #5 BARS ® 32'= �► EQ TOP OF FOOTING ELE V. 965'-6* 3" CLR. TYP. M� r 3' -D" #5 BARS ® 12" 8" PRECAST CONC. PLANK CONECTION BY PRECAST SUPPLIER; MINIMUM #4 DOWELS AT 4B" B" BOND BEAM W/ 2 #5 BARS B" CMU WITH #5 BARS ® 32" 3/8" JOINT MATERIAL AND SEALANT 6" CONCRETE SLAB WITH #4 BARS ® 12" 3" CLEAR COMPACTED SELECT GRANULAR BORROW 10 MIL POLY VAPOR BARRIER TYP. DWLS TO MATCH SIZE & SPACING OF WALL REINF. EQ LAP 48 BAR DIA. W /CMU REINF. 0 -3 #5 BARS EXTERIOR WALL SECTION WH S— 03 WH STRUCTURAL SECTION I SHEET S -03 OFS -05 SH STRUCTURAL NOTES DESIGN PARAMETERS DESIGN CODES INTERNATIONAL BUILDING CODE 2000 EDITION MINNESOTA STATE BUILDING CODE 2003 GRAVITY DESIGN LOADING DESIGN LOADS SUPERIMPOSED ROOF DEAD LOAD 2D PSF ROOF SNOW LOAD 40 PSF + DRIFTING FLOOR AND STAIR LIVE LOADS 100 PSF EQUIPTMENT ACTUAL LATERAL DESIGN LOADING WIND (PER IBC -2DDD) BASIC WIND SPEED - 90 MPH, EXPOSURE C. IMP. FACTOR - 1.15 GEOTECHNICAL CONDITIONS ASSUMED NET ALLOWABLE SOIL BEARING CAPACITY 4000 PSF GENERAL 01DOO GENERAL REQUIREMENTS 1. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. LOCATE, VERIFY AND MARK THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATIUN. NOTIFY AFFECTED UTILITY COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS. 3. THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON THE COMPLETION ACCORDING TO THE CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH ALL TEMPORARY BRACING AND /OR SUPPORT THAT MAY BE REQUIRED AS A RESULT OF CONSTRUCTION METHODS AND SEQUENCES. THE OWNER AND THE ENGINEER ASSUME NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MATERIALS, AND CONDITIONS ARE AS SHOWN ON THE DRAWINGS PRIOR TO ANY CONSTRUCTION OR FABRICATION SO AS TO ASSURE PROPER COORDINATION OF NEW WORK. 5. THE CONTRACTOR SHALL VERIFY ALL ANCHOR BOLTS AND RELATED FORMING INFORMATION WITH THE APPLICABLE EQUIPMENT SUPPLIERS AND SUB - CONTRACTORS PRIOR TO CONCRETE PLACEMENT. S. ALL LOCATIONS AND SIZES OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOFS SHALL BE VERIFIED WITH THE EQUIPMENT SUPPLIERS AND SUB - CONTRACTORS PRIOR TO CONCRETE PLACEMENT. 7. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPRDVAL OF THE ENGINEER. B. UNLESS OTHERWISE NOTED, ELEVATIONS SHOWN ON PLANS ARE TO THE TOP OF THE BEAMS, FOOTINGS, WALLS, SLABS ETC. 02300 EARTHWORK AND BACKFI L 1. EXCAVATIONS ARE TO FREE OF OF FROST, WATER AND LOOSE SOIL PRIOR TO PLACING CONCRETE. 2. FOOTINGS ARE TO BEAR ON FIRM UNDISTURBED SOIL DR COMPACTED FILL MATERIAL. 3. ANY UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH PROPERLY COMPACTED MATERIAL APPROVED BY THE ENGINEER. 4. ANY BACKFILL MATERIAL THAT MAY BE REQUIRED TO BRING THE SUBGRADE TO BEARING ELEVATION IS TO BE AN APPROVED FILL MATERIAL PLACED IN LIFTS NOT TO EXCEED 9 INCHES. 5. ALL PIPES DIRECTLY BELOW FOOTINGS, AND HAVING LESS THAN 4' -0 OF COVER BETWEEN THE PIPE AND THE FOOTING, SHALL BE ENCASED IN 12 INCHES OF 2500 PSI CONCRETE ALL AROUND. PROVIDE N4 AT 12 EACH WAY AT TOP. THIS CONCRETE ENCASEMENT SHALL EXTEND FOR A DISTANCE OF 2 TIMES THE WIDTH OF THE FOOTING. 6. OTHER STRUCTURAL FILL MATERIALS SHALL BE AS APPROVED BY THE ENGINEER. 7. QUALITY CONTROL- THE GENERAL CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE STATED SOIL BEARING CAPACITY AND PERFORM SOIL DENSITY TESTS ON FILL PLACEMENT. THE SOIL BEARING CAPACITY SHALL BE VERIFIED PRIOR TO PLACING CONCRETE FOR FOOTINGS. 033DO CAST-IN-PLACE CONCRETE 1. ALL REINFORCING BAR HOOKS NOT DIMENSIONED SHALL BE STANDARD HOOKS IN ACCORDANCE WITH ACI 318 - LATEST. 2. REINFORCING STEEL: DEFORMED REINFORCING BARS ASTM A615, GRADE 60 3. MINIMUM CONCRETE 28 DAY COMPRESSIVE STRENGTH 4000 PSI 4. NO ALUMINUM STEEL IS TO BE EMBEDDED IN THE CONCRETE. 5. UNLESS SHOWN OTHERWISE: REINFORCING IS TO BE CONTINUOUS AROUND ALL CORNERS. BEND ALL HORIZONTAL BARS 36 BAR DIAMETERS PAST EACH CORNER OR PROVIDE EQUIVALENT "L" BARS AT ALL INTERSECTIONS OF FOOTINGS, BOND BEAMS AND WALLS, WITH THE SAME SIZE AND SPACING AS THE HORIZONTAL REINFORCING. BEARING PC PLANK SHIFT REINFORCING TO CLEAR ANCHOR BOLTS AND EMBEDDED ITEMS. CUTTING OR WELDING OF �ELEV. = 978' -2" REINFORCING BARS IS NOT PERMITTED. LIMIT SLAB AREAS, BY CONTROL OR CONSTRUCTION JOINTS, TO APPROXIMATELY 150 SQUARE FEET. THE CONTRACTOR IS RESPONSIBLE FOR LAYING OUT CONCRETE POURS. THE MAXIMUM DIMENSION OF ANY CONCRETE POUR SHALL BE 40 FEET. PROVIDE 1/2" EXPANSION JOINT MATERIAL WHERE SLABS ON GRADE ABUT A VERTICAL SURFACE. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4 ". 5. CONCRETE REINFORCEMENT COVER LINO CONCRETE CAST AGAINST EARTH: 3 INCHES CONCRETE EXPOSED TO EARTH, WEATHER, WATER OR ABOVE OPEN WATER: 2 INCHES CONCRETE NOT EXPOSED TO EARTH, WEATHER, WATER OR ABOVE OPEN WATER: - SLABS, WALLS: 2 INCHES - BEAMS, COLUMNS: 1 1/2 INCHES 03400 PRECAST CONCRETE 1. PRECAST MEMBERS SHALL BE DESIGNED FOR THE SPANS AND LOADS INDICATED ON THE DRAWINGS, THE SUPERIMPOSED LOADS STATED IN THE STRUCTURAL NOTES, AND ALL EQUIPMENT,HANDLING, SHIPPING, CRANE, AND ERECTION LOADS. 2. PRECAST MEMBERS SHALL BE HANDLED, STOCKPILED, AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. 3. THE ACTUAL IN -PLACE WEIGHT OF THE MANUFACTURED PRECAST UNITS SHALL BE EQUAL TO OR LESS THAN THE WEIGHT SPECIFIED UNDER DESIGN LOADS. 4. PRECAST ROOF MEMBERS SHALL HAVE THE LIVE LOAD DEFLECTION LIMITED TO SPAN /360 AND A TOTAL LOAD DEFLEC71DN LIMIT OF SPAN /240. 5. 'THE STRUCTURAL DRAWINGS SHOW GENERAL REQUIREMENTS FOR BEARING AND ANCHORAGE. THE PRECAST MANUFACTURER SHALL PROVIDE ADDITIONAL MATERIAL AND ACCESSORIES REQUIRED TO ACCOMMODATE THE SPECIFIC SPAN AND LOADING CONDITIONS INDICATED. 6. ALL EMBEDDED PLATES SHALL BE HOT -DIP GALVANIZED OR STAINLESS IN ACCORDANCE WITH ASTM A153 ALL GALVANIZED CONNECTIONS ARE TO BE SPECIFICATIONS REPAIRED WITH A ZINC -RICH COLD GALVANIZING COMPOUND. 7. REFER TO THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ALL HOLES SMALLER THAN 150 SQUARE INCHES. 8. ALL HEADERS REQUIRED AT MEMBER OPENINGS ARE TO BE DESIGNED AND FURNISHED BY THE PRECAST MANUFACTURER. VERIFY THE SIZE AND LOCATION OF ALL INDICATED OPENINGS WITH THE TRADE REQUIRING THEM. 9. ALL HOLES IN PRECAST MEMBERS LESS THAN 150 SQUARE INCHES SHALL BE FIELD CUT BY THE TRADE REQUIRING THEM. ALL HOLES ARE TO MADE WITH POWER SAWS OR BY CORE DRILLING. ALL FIELD CUTS SHALL BE APPROVED BY THE PRECAST MANUFACTURER PRIOR TO CUTTING. 10. ALL CONNECTIONS SHOWN ARE MINIMUM REQUIREMENTS. THE PRECAST MANUFACTURER SHALL VERIFY THAT THE PLATE SIZE AND SPACING SHOWN ARE ADEQUATE TO TRANSFER THE DESIGN LOADS INDICATED ON THE SHOP DRAWINGS. 11. THE PRESCAST ELEMENTS SHALL BE DESIGNED TO TRANSFER THE LATERAL BUILDING LOADS THROUGH DIAPHRAGM ACTION TO THE LATERAL LOAD RESISTING ELEMENTS OF THE BUILDING. 12. UNLESS SPECIFICALLY NOTED OTHERWISE THE MINIMUM SERVICE LOAD USED FOR CONNECTION DESIGN SHALL NOT BE LESS THAN 200 PLF, AND THE MINIMUM WELD SIZE SHALL NOT BE LESS THAN 3/16 ". 13. PROVIDE ARCHITECTURAL GRADE B FINISH. 04000 MASONRY 1. THE MASONRY DESIGN IS BASED ON A COMPRESSIVE STRESS (FW) OF 1,500 PSI AT 28 -DAYS ASSUMING NO SPECIAL INSPECTION. 2. REINFORCING STEEL: DEFORMED REINFORCING BARS ASTM A615, GRADE 60 JOINT REINFORCING 9 GA. WIRE, ASTM A82 3. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT UNITS AND CONFORM TO ASTM C90 TYPE 1, GRADE N SPECIFICATIONS. MASONY UNITS IN THE PROCESS BUILDING SHALL BE LIGHTWEIGHT. 4. MORTAR IS TO BE TYPE S AND COMPLY WITH ASTM C270 SPECIFICATIONS. 5. GROUT USED IN REINFORCED BLOCK CORES, UNTELS AND BOND BEAMS SHALL COMPLY WITH ASTM C476 SPECIFICATIONS AND HAVE A MINIMUM COMPRESSIVE STRENGTH (FC) EQUAL TO 2,500 PSI AT 28 -DAYS. 6. UNLESS SPECIFICALLY INDICATED OTHERWISE: PROVIDE HORIZONTAL JOINT REINFORCING AT 16" ON- CENTER VERTICALLY. REINFORCEMENT FOR SINGLE -WYTHE CONSTRUCTION SHALL BE TRUSS TYPE CONSTRUCTED OF 9 -GAUGE WIRE COMPLYING WITH ASTM A82 SPECIFICATIONS. GALVANIZED IN ACCORDANCE WITH ASTM A153. 7. THE MASONRY UNITS SHALL BE LAID IN RUNNING BOND PATTERN, UNLESS NOTED OTHERWISE. THE MASONRY UNITS SHALL BE LAID WITH FULL HEAD JOINTS, AND FULL BED JOINTS, UNDER THE FULL BEARING AREA OF THE BED JOINTS. PROVIDE MORTAR BED ON WEBS BETWEEN GROUTED CELLS AND HOLLOW CELLS. B. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS, MASONRY WALLS SHALL HAVE LAP - SPLICES A MINIMUM 46 BAR DIAMETERS. 9. REINFORCEMENT FOR BOND BEAMS SHALL CONTINUE UNINTERRUPTED AROUND ALL CORNERS, INTERSECTION WALLS, AND THROUGH CONTROL JOINTS, UNLESS SPECIFICALLY INDICATED OTHERWISE. 10. CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY SHORING AND BRACING TO MAINTAIN WALL SHAPE, LINE, AND DIMENSION AGAINST WIND AND CONSTRUCTION LOADS. AIL 2 /WH /S - 05 ---------------- r -- --- -- --------- - - - - -- \ '8" PRECAST ROOF PLANK J o 7 � f E m ffi�� N 8" CMU WITH� �Q # BARS ® 32 "P N H Z Z C Lu 2 G W 3/8" JOINT MATERIAL > AND SEALANT 5" CONCRETE SLAB y" 1 O WITH #4 BARS 0 12" It Q W W W 3" CLEAR Q m � e � m 2 Lu COMPACTED SELECT 10 MIL POLY GRANULAR BORROW VAPOR BARRIER TYP. DWLS TO MATCH SIZE & SPACING OF WALL REINF. ED ED LAP 48 BAR DIA. W /CMU REINF. TOP OF FOOTING �ELEV. = 965' -6 "o 2 #5 BARS M r,2 3" CLR. TYP. #5 BARS ® 2' -0" R wH INTERIOR WALL SECTION 5 -04 WH STRUC TURAL SECTIONS AND NOTES SHEET S -04 OF S-05 SHEETS ■ • - 9 3 m m 0 a' 0 0 H d 3 3 SAWCUT OR PLASTIC INSERT FILL JOINT W /SEALANT — COMPACTED AGGREGATE FILL 1 10 MIL POLY VAPOR BARRIER 1. SAWCUT CONTROL JOINTS, TO BE CUT 4 TO 6 HRS AFTER CONC. HARDENS 2. SPACE CONTROL JOINTS (AS SHOWN) 5 CONCRETE CONTROL JO � ND SCALE —D TOOLED JOINT OR PLASTIC INSERT FILL JOINT W /SEALANT SEE DRWGS n MASONRY VENEER WYTHE BACKER ROD PRECAST ROOF 7 AND SEALANT PLANK 3/4` CLR. GALVANIZED GAP �� I III L3 x 3 x 3/16 CONTINUOUS CDNT. BOND W/ 3/8" X 3" BOLTS 0 4' MIN BEAM W /2 -45 NON BEARING --� i PROVIDE VERT. SLOTTED MASONRY WALL HOLES IN VERT. LEG OF ANGLE (TYP) ? PRECAST PLANK AND WALL INTERSECTION NO SCALE ALTERNATE IN LIEU OF KEYED JOINT, #4 X V - 6" LG. BAR AT 2' -8" O.C. W/PAPER WRAPPED ON ONE END CONTINUOUS BEVELED 2 X 4 KEYWAY I d REINF. GROUTED SHEAR KEY DESIGNED, PRDVIDED k INSTALLED BY PRECASTER f0l]i1�N[!00�1 HOLLOW CORE PRECAST CONC. PLANK CONTINOUS FOAM BACKER ROD AND SEALANT 7 TYP 8" HOLLOW CORE ROOF JOINT DETAIL WH _D NO SCALE 1 a . COMPACTED AGGREGATE FILL 1_q" 10 MIL POLY VAPOR BARRIER 6 FLOOR SLAB CONSTRUCTION JOINT WHI NO SCALE REINFORCING BAR LAP TABLE BAR SIZE 5' -0" LAP LENGTH TOP BARS OTHER BARS #3 1 #5 O 12" 5-1 / "/ � 12" i #5 2'-7" 2' -0` #6 3' -1" 2' -4` MASONRY 3•_ #8 5'-2" i 3' -11" FOUNDATION WALL B" CDNC. SLAB W/ #5 0 12" EW 6" AIR SPACE # 15 FELT BOND BREAKER P.T. BLOCKING Al CONIC. FORM FREE DRAINING NON FILL TDP COURSE W /SLAB COMPACTING FILL HOOKED #5 0 48" POUR (3) SIDES HOOKED #5 032" O.C. 8" CMU 1' -B" X 12" CONC. ED EQ. 2 , —� 7 j // 10 " FTG. W/ (2) #5 CONT. I 1 h 3" CLR. 3 -D" J 1 -8" PROVIDE 4" x 4" KEY AND Ys" JOINT MATERIAL AT SIDEWALK LOCATIONS: REINFORCE SIDEWALK PANELS 1 TYPICAL STOOP DETAIL ADJACENT TO STOOP WITH #4 BARS 0 12" EACH DIRECTION _ NO SCALE SAWCUT OR PLASTIC INSERT FILL JOINT W /SEALANT — COMPACTED AGGREGATE FILL 1 10 MIL POLY VAPOR BARRIER 1. SAWCUT CONTROL JOINTS, TO BE CUT 4 TO 6 HRS AFTER CONC. HARDENS 2. SPACE CONTROL JOINTS (AS SHOWN) 5 CONCRETE CONTROL JO � ND SCALE —D TOOLED JOINT OR PLASTIC INSERT FILL JOINT W /SEALANT SEE DRWGS n MASONRY VENEER WYTHE BACKER ROD PRECAST ROOF 7 AND SEALANT PLANK 3/4` CLR. GALVANIZED GAP �� I III L3 x 3 x 3/16 CONTINUOUS CDNT. BOND W/ 3/8" X 3" BOLTS 0 4' MIN BEAM W /2 -45 NON BEARING --� i PROVIDE VERT. SLOTTED MASONRY WALL HOLES IN VERT. LEG OF ANGLE (TYP) ? PRECAST PLANK AND WALL INTERSECTION NO SCALE ALTERNATE IN LIEU OF KEYED JOINT, #4 X V - 6" LG. BAR AT 2' -8" O.C. W/PAPER WRAPPED ON ONE END CONTINUOUS BEVELED 2 X 4 KEYWAY I d REINF. GROUTED SHEAR KEY DESIGNED, PRDVIDED k INSTALLED BY PRECASTER f0l]i1�N[!00�1 HOLLOW CORE PRECAST CONC. PLANK CONTINOUS FOAM BACKER ROD AND SEALANT 7 TYP 8" HOLLOW CORE ROOF JOINT DETAIL WH _D NO SCALE 1 a . COMPACTED AGGREGATE FILL 1_q" 10 MIL POLY VAPOR BARRIER 6 FLOOR SLAB CONSTRUCTION JOINT WHI NO SCALE REINFORCING BAR LAP TABLE BAR SIZE MINIMUM BAR LAP LENGTH TOP BARS OTHER BARS #3 7' -6" V -2" a 2' -1" 1' -7" #5 2'-7" 2' -0` #6 3' -1" 2' -4` #7 3•_ #8 5'-2" i 3' -11" NOTES: 1. LAPS SHOWN ARE BASED ON fc64000P.S.1, NORMAL WEIGHT CONCRETE, LAP CLASS B AND NON -EPDXY COATED REINFORCEMENT WITH COVER > 2d AND BAR SPACING > 3d O.C. FOR ALL OTHER CONDITIONS, PROVIDE BAR LAP LENGTH AS REOUIRED BY ACI 318 -89. 2. TOP BARS REFERED TO IN THE TABLE ABOVE ARE HORIZONTAL BARS WITH > 12" OF CONCRETE CAST BELOW THE BAR. HORIZONTAL BARS IN WALLS SHALL REQUIRE LAPS AS INDICATED FOR TOP BARS. 3. ALL BAR LAPS SHALL BE CONTACT SPLICES UNLESS OTHERWISE NOTED. 4. USE LAP LENGTH FOR THE SMALLER BAR WHEN LAPPING DIFFERENT SIZE BARS. 5. ALL REINFORCING BAR LAP LENGTHS SHALL BE AS SHOWN IN THE TABLE ABOVE UNLESS OTHERWISE NOTED. e BAR LAP TABLE S -D5 B" CONC. LINTEL BEAM, W/2 -#4 REBAR. FILL BM. W /GROUT 2 - #5 EA. SIDE OF OPENING UNIT MASONRY— GALVANIZED L6 x 3.1/2 x 3/8 (LLV) (3 -THUS) —� NO STUDS REQUIRED THIS ANGLE GROUT, 16" MIN c«v.1 LINTEL BRG 1 3/4` 1 1 _ ' (2) 1/2" 0 X 6` LG HEADED (TYP)� STUD, EACH ANGLE, EACH END STEEL LINTEL SECTION (EXTERIOR DOORS) a STEEL LIN TEL BRG DETAIL _ NO SCALE SWH4 NO SCALE FILL CORES W/ CONCRETE io r 8" MIN. BRG. 8" CMU B" CONIC. LINTEL BEAM, W/2 - #4 REBAR. FILL BM. W /GROUT SECTION A —A ELEVATION 9 INTERIOR DOOR LINTELS WH NO SCALE -0 6 X 6 - W1.4 X W1.4 WWF AT TREADS AND FACES 1 -1/2" COVER #4 DOWELS 0 12 2 FT LONG NOTES: CROWN STEPS 1 /4 "/FT FROM CENTER TO EDGE io #4 0 12" SEE E /Sw /C -07 FOR DIMENSIONS F 12" e� f 2 #4 BARS I3 STAIR REINFORCEMENT DETAIL -D NO SCALE FILL CORES W/ CONCRETE r 8" MIN. BRG. 8" CONIC. LINTEL 8" CMU BEAM, W/2 - #5 REBAR. FILL BM. W /GROUT B" CONC. LINTEL 2 - #5 EA. SIDE BEAM, W/2 - #5 OF OPENING REBAR. FILL BM. W /GROUT ELEVATION SECTION B —B 1 ALTERNATE EXTERIOR WALL LINTEL WH S -OS NO SCALE VENEER LOOSE ANGLE WH STRUCTURAL DETAILS I S HEET S —OS OF S -05 SHEETS SEE DRWGS 0 . n 0i to a I w to I C6 LID 0 I c 0 N Z 3 UNIT SING 9I UNIT S,jL -1 ON CONCRETE PAD L REFRIG PIPING TO/FROM EACH ACU & CU Iwo U TO EXH. FAN EL 10/4 INSULATED DUCT IN ATTIC SPACE. WALL FIXTURE PIPING FIXTURE HYDRANT 3 KW ELEC 9 TYPE I , HEATER BY f H.W. j DIV. 15 LAB SINK - TW E_2 SEAL WAI 1/2 .i ^ A . �:"� ._ PENETRA' PIPE WASTE TO DRAINAGE TOTE 4 . FD ?O:;i? k ` - VTR C.D. - - 8/16 OPEN - TOP MOTORIZED WALL INTAKE DAMPERS (TYP.) LOUVER K-_2 TOP AT B' -0" A.F.F. CONDENSING UNIT Q_--Z ON CONCRETE PAD NEW 4" WASTE TO GRAVEL POCKET. SEE SITE PLAN FOR CONTINUATION. —INV. ELEV 0 C.O. 962.50 AIR CONDITIONING I T - I -IL UJI E=l UNIT ACU -1 I " 3 KW ELEC J ROUTE CONDENSATE 4' >I HEATER BY TO FLOOR DRAIN. FD DIV. 16 (� EMERGENCY SHOWER WATER 1. i'P TEMPERING VALVE I 12»12 UP 14/14 INSULATED i TO EXH. DUCT IN ATTIC I FAN KW ELEC 1 F.F.E. = 968.83 HEATER BY 11C. SPACE EEC. A.Ci! -� I I N i6 (" i i 4 AIR CONDITIONING ` �3 KW ELEC UNIT AOU_2 HEATER BY 4 ROUTE CONDENSATE ,•' Ofd. 16 TO FLOOR DRAIN : NKLER 4' FD S :.... _........... HEAD .:: .,hi.i...::.:. �rv' ::.� ......... ' R0,0! \...... � BIBS :.._..... .. ... ._ ........ ; 1 12/16 OPEN .... C.O. -- _3 KW ELEC OP - HEATER BY DIV. ,6 REFRIG PIPING 4" FD 3 TO/FROM ACU - M2 AND &lL L)Q WALL INTAKE DEHUMIDIFIER LOUVER Iy,L -1 ROUTE CONDENSATE TOP AT 8' -0" A.F.F. TO FLOOR DRAIN. North MECHANICAL PLAN 0 7 2 3 4 6 8 12 SCALE: 1/4 " =1' -0" -- Graphic Scale GENERAL NOTES 1 - SEAL ALL PIPE PENETRATIONS INTO CHEMICAL ROOMS. 2 - HOLD ALL PIPING AS HIGH AS POSSIBLE. 3 - HOSE BIBBS TO BE INSTALLED AT 36" A.F.F. AND WALL HYDRANTS AT 24" ABOVE FINISHED GRADE. 4 - COORDINATE INSTALLATION MECHANICAL ITEMS WITH OTHER TRADES. 5 - MAINTAIN REQUIRED CLEARANCES IN FRONT OF AND DIRECTLY OVER ALL ELECTRICAL PANELS AND MCC EQUIPMENT. 6 - ALL DOMESTIC WATER SUPPLY PIPING AND FITTINGS IN CHEMICAL ROOMS SHALL BE SCHEDULE BO CPVC. ALL PIPE SUPPORTS SHALL BE STAINLESS STEEL. 7 - CONFIRM EXACT SIZES AND LOCATIONS OF ALL WALL AND ROOF OPENINGS. B - ALL FIRE SPRINKLER PIPING AND PIPE SUPPORTS IN CHLORINE ROOM SHALL GALVANIZED STEEL. 9 - INSTALL FIRE DAMPER WHERE INDICATED BY "♦ ". WALL HYDRA 10 - ROUTE PIPING IN ORDER TO MAINTAIN CLEARANCE FROM ATTIC ACCESS. it - SECURELY ATTACH AIR CONDITIONING UNITS ACU -1 & ACU -2 FROM STRUCTURE AS PER MANUFACTURERS RECOMMENDATIONS. 12 - SLOPE DUCTWORK IN ATTIC SPACE TOWARDS DRAIN PAN. PLUMBING FIXTURE PIPING FIXTURE PIPE SIZE (INCHES) REMARKS N0. TYPE W. V. C.W. H.W. T. W. F -1 LAB SINK - - 1/2 1/2 1 . PIPE WASTE TO DRAINAGE TOTE F -2 EYEWASH /SHOWER - - - - 1 -1/2 LOCAL FLOOR DRAIN C.O. 4' 4' WASTE TO _x 4" GRAVEL POCKET. t- J ID INV. ELEV 4" SEE SITE PLAN O C.O. TO � 3" VTR FOR CONTINUATION. BE 962.50 i 4' FD ' C.O. � 4' FD and n 4 "� 0 N y a 3 2 o N WASTE & VENT PIPING DIAGRAM NO SCALE [O MECHANICAL PLAN E 0 p Y O^ N g a °o s o Baa W >� o � S r Cn F A W w O O O Q a I+M Q 1. W O N c Q WELLHOUSE SHEET M -01 OF 2 SHEETS NUMBERED NOTES: 01 WATER HEATER WH -1. PIPE T &P VALVE FULL SIZE TO FLOOR DRAIN. MOUNT ON 3" HIGH CONCRETE PAD. Q2 FLOW ALARM ® SUPERVISED O.S. &Y. SHUT -OFF VALVE. ® 1 -1/4" BACKFLOW PREVENTER. QS (2) 6x6 WALL GRILLES WITH TRANSFER DUCT BETWEEN. MOUNT ABOVE DOOR AND 3" BELOW CEILING. © 1 -1/2" CW VALVED CONNECTION TO SIDE OF WATER MAIN. VERIFY EXACT LOCATION. Q 8x4 DUCT DOWN TO 6" A.F.F. W/ BALANCING DAMPER. BALANCE TO 100 CFM 08 1414 DUCT DOWN TO 6" A.F.F. W/ BALANCING DAMPER. BALANCE TO 825 CFM. PROVIDE ESCUTCHEON PLATE AROUND DUCT AT CEILING PENETRATION. ANCHOR TO CEILING. ESCUTCHEON TO BE GALVANIZED STAINLESS STEEL. Q9 10x4 DUCT DOWN TO 6" A.F.F. W/ BALANCING DAMPER. BALANCE TO 100 CFM. PROVIDE ESCUTCHEON PLATE AROUND DUCT AT CEILING PENETRATION. ANCHOR TO CEILING. ESCUTCHEON TO BE GALVANIZED STAINLESS STEEL. 10 PROVIDE 22 GALLON PORTABLE DRAINAGE TOTE FOR LAB SINK FF =1. PROVIDE DRAIN PIPING FROM SINK TO DRAINAGE TOTE INLET. FF = 1 UNION & SHUT -OFF WATER ON SUPPLIES HEATE WH_1 R \ n i' BACKFLOW T &P VALVE 1 -1/2' PREVENTER SUPERVISED O.S &Y STDP & WASTE n SHUT -OFF VALVE VALVE FULL SIZE 1 -1/2' (TYP) TO FD FLOW ALARM 3/4" EMERGENCY i SHOWER WATER I WALL TEMPERING VALVE 1 , V� HYDRANT •d 3/4" 3/4" 3/ B OSS 3/4' " SEAL WALL 1-1 / PENETRATIONS HOSE BIBS (TYPICAL) WALL HYDRANT ,.c' " 'a ✓' 1 -1/2' CW CONNECTION CONNECT TO TO SIDE OF E=2 WATER MAIN. WATER SUPPLY PIPING DIAGRAM NO SCALE i MASONRY 5 ANCHOR ROOF BASE FOR PITCHED ROOF SHEET METAL SLEEVE yEAQ OR DUCT a , CONNECT DUCT AT --,- DAMPER 12" EXHAUST FAN CEILING / i� DAMPER SECTION CAULKING) ANGLE I r N MOTORIZED CUP MOTORIZED- 12" MI DAMPER BOLT DAMPER /OPEN TOP a ° w I— — — i INSULATED CURB i 0. A. INTAKE — a FLASHING EXTERIOR INTERIOR LOUVER � / i S G 8 1" MINIMU " -ACCESS PANEL INSULATE DUCT I ROOF SHEET METAL RISER THRU SLEEVE SHALL BE ATTIC SPACE OF SUCH LENGTH CHLORINE ROOM SCREEN THAT DAMPER CAN CHEMICAL ROOM SIMILIAR ATE FR EXHAUST PLENUM FREELY LOUVER OPERATE a 8 � $ SLOPE DUCT TOWARDS o — � FINISHED FLOOR DRAIN PAN .�vxrzvcaz 1 -1/2" DEEP MINIMUM SILL ot A p DRIP PAN — SOLDER - - ALL SEAMS WATERTIGHT — V 3 A IR I N TA K E �g - PROVIDE MASTIC COATING 'i .EIUNG 4° TO INTERIOR M ENCLOSE DRIP PAN W/ M2 NO SCALE € o -- EXTERNAL INSULATION 2 LOUVER INSTALLATION M2 NO SCALE �g< 6 �� m =�4 a ROOF MOUNTED EXHAUST FAN M2 NO SCALE U C N y 0 �U N Q c m 3 N 0 0 WALL LOUVERS LOUVER 1 LOCATION TYPE SERVING WIDTH HEIGHT 1 DEPTH FRAME 1 BLADE SQ. FT. FREE REMARKS N0. REMARKS UPPER LOWER INCHES INCHES INCHES TYPE TYPE AREA ELEM. WL -1 S. WALL JINTAKE CHLORINE ROOM 16 24 6 CHANNEL DRAINABLE 11.26 MOTORIZED DAMPERS WL -2 S. WALL I INTAKE CHEMICAL ROOM 116 16 6 CHANNEL DRAINABLE 0.90 MOTORIZED DAMPERS • BASED ON: RUSKIN ELF63 /SU ELECTRIC WATER HEATER WATER HEATER LOCATION SERVICE MODEL ` STORAGE CAPACITY L C IC SUCT. COND. CAPACITY TEMP. RISE WORKING PRESSURE ELECTRICAL CHARACTERISTICS REMARKS UPPER LOWER ELEMENT NO. TEMP. TEMP. NO. GALLONS ELEM. ELEM. OPERATION GpH F. P.S.I. MBH TONS F. F. H.P. AAPACITY CFM KW KW CU -1 N. GRADE 36H00018 16.5 1.5 95 WH -1 PUMP ROOM DOMESTIC HW DEN -80 80 4.5 14.5 1 NON -SIMI BO BO 150 208/60/1 T &P VALVE • BASED ON: A.O. SMITH AIR — COOLED CONDENSING UNITS UNIT MODEL NO. " MODEL CAPACI FAN SPEEDS AMB. SUCT. COND. MINIMUM AIR ELECTRICAL 13.0 NO. LOCATION NO TOTAL WALL MTD T -STAT TEMP. TEMP. FAN CIRCUIT FLOW CHARACTERISTICS REMARKS ICLEANABLE WALL MTD T -STAT MATCH TO CU -2 MBH TONS F. F. H.P. AAPACITY CFM 1 DIRECT I OOP CU -1 N. GRADE 36H00018 16.5 1.5 95 45 1/8 10.7 1720 208 - 230/60/1 MATCH TO ACU -1, CONCRETE PAD CU -2 N. GRADE 38HDCO24 22.9 2.0 95 45 1/B 16.8 1720 208 - 230/60/1 MATCH TO ACU -2, CONCRETE PAD • BASLU ON: CARKILK DUCTLESS SPLIT AIR CONDITIONER UNIT N0. MODEL NO. " SENSIBLE CAPACITY MBH AIR VOLUME CFM FAN SPEEDS ELECTRICAL CHARACTERISTICS AIR FILTER CONTROLS REMARKS ACU -1 400ABO18 13.0 500 3 208- 230/60/1 CLEANABLE WALL MTD T -STAT MATCH TO CU -1 ACU -2 400ABO24 15.6 600 33 EF -1 ICLEANABLE WALL MTD T -STAT MATCH TO CU -2 • BASED ON: CARRIER EXHAUST FANS FAN ND. LOCATION SERVICE MODEL N0. • FAN TYPE CAPACITY CFM S.P. °W,G. ROOF OPENING SQ. TIP SPEED FPM EST. FAN RPM SONES DRIVE MOTOR AIR REL D -1 ACCESSORIES I REMARKS INTER - LOCK WITH TYPE H.P. M. R.P.M ELECTRICAL CHARACTERISTICS EF -1 ROOF CHLORINE RM G -101 -A PRV 1925 1 0.25 14 -1/2 3984 11302 17.9 1 DIRECT I OOP 1/4 11302 115/60/1 PITCHED ROOF CURB, HINGED BASE, MOTORIZED DAMPERS, UNIT MOUNTED SPEED CONTROLLER JUGHTS, WL -1 EF -2 ROOF CHEMICAL RM G -060 -0 JPRV 1100 1 0.25 10 -1/2 13133 11473 13.2 1 DIRECT I ODP 1 1/60 11302 115/60/1 IPITCHED ROOF CURB, HINGED BASE, MOTORIZED DAMPERS, UNIT MOUNTED SPEED CONTROLLER LIGHTS, WL -2 • BASED ON: GREENHECK DEHUMIDIFIERS UNIT N0. SERVICE MODE L NO. • P OCESS AIR ELECTRICAL CHARACTERISTICS MIN. CIR AMP. REMARKS CFM MOISTURE REMOVAL LB. AY INLET AIR REL D -1 PUMP ROOM HI -E DRY 100 255 70 70 150 115/60/1 7 • BASED ON: THERMA -STOR MECHANICAL DETAILS AND EQUIPMENT SCHEDULES v] H A � A W � O O a W x O w 3 M 1! M �9 Co �Zm � m X d r ti y � 41 NELLHOUSE SHEET M -02 OF 2 SHEETS r 0 CL s i W uj wc W i c� n Y U w a v c v m d Y ACS O O N ABBRUTATIOAS SYl[Bm DESCRIPTION dWALL MB NUMBER SIMILAR TO TO RD OR INCANDESC FIXTURES) SLA SH DEN OTE FACE(S) AND A AMPERES M MOTOR STARTER OPERATING COIL ACK ACKNOWLEDGE MAX MAXIMUM AM AMMETER MOM THOUSAND CIRCULAR MILS ANN ANNUNCIATOR MCP MOTOR CIRCUIT PROTECTOR AS AMMETER SWITCH MECH MECHANICAL AWG AMERICAN MIRE GAGE MFR MANUFACTURER DOUBLE DUPLEX CONVENIENCE OUTLET MH METAL HALIDE BKR BREAKER MIN MINUTE OR MINIMUM BLDG BUILDING MTD MOUNTED CKT CIRCUIT NF NON -FUSED CL CENTER LINE NC NORMALLY CLOSED CO CONVENIENCE OUTLET NO NORMALLY OPEN CONN CONNECTIONS NTC NOT CONNECTED CONTR CONTRACTOR RUNNING TIME METE CONTROL E1 INSTRUMENT SWITCH - � CP CONTROL PANEL OL(S) OVERLOAD RELAY CONTACT(S) CPT CONTROL POWER TRANSFORMER CS CONTROL STATION PF POWER FACTOR CT CURRENT TRANSFORMER PVC POLYVINYLCHLORIDE CONDUIT CU COPPER NUMBER DENOTES DEVICE DE DUAL ELEMENT REQ'D RS REQUIRED RIGID STEEL CONDUIT D DP DISCONNECT DISTRIBUTION PANEL RTM RUNIVING TIME METER ELEC ELECTRICAL SDS SPECIFIED IN OTHER DIVISION EMT ELECTRICAL METALLIC TUBING OF EN TRANCE ANGE R SERVIVICE CE ENTRANCE EP EXPLOSION PROOF SEC SECOND OR SECONDARY EQUIP EQUIPMENT SIG SIGNAL F do I FURNISH AND INSTALL SOL Vv SP SOLENOID VALVE S POLE FU FUSE OR FUSIBLE SPECS P IF SPECIFICATIONS G Fl GROUND FAULT INTERRUPTER SSNR SSR SOFT START' NON - REVERSING 'SOFT START" REVERSING G GROUP SW SWATCH GRS GALVANIZED RIGID STEEL CONDUIT 8 TD TIME DELAY O 8 HEA FIN ORSEPOWER TS THERMOSTAT HPS HIGH PRESSURE SODIUM ENERGIZED NC, RR P HTR HEATER UH UNIT HEATER HZ HERTZ (CYCLES/SECOND) V VOLTS IMC INTERMEDIATE METAL CONDUIT VM VS VO VOLTMETER SWITCH INCAND INCANDESCENT W VALVE IND INDICATING OR INDICATOR CONTROL TRANSFORMER JB JUNCTION BOX W WATTS OR WIRE ® RUNNING TIME METER W/ WITH kVA KILOVOLT - AMPERES % M WATT -HOUR METER kVAR KILOVOLT- AMPERES REACTIVE AM WATT METER kW KILOWATT'S WW UMREWAY N WA' WEATHERPROOF LT LIGHT NC T LMF UQUID -TIGHT METALLIC CORE FLEXIBLE XFMR TRANSFORMER CONDUIT POWER TRAIN ORMR a a O COLORS AMBER 0 ORANGE CIH'aC m is r" A NUMBER OF CABLES QUA NTITY CONDUCTORS BK BLACK R RED TID E CABLE BR BROWN V VIOLET C7 W w CONDUCTOR SIZE OR TYPE o- 1 [F � ' r CONDUIT SIZE & TYPE BU BLUE W WHITE T '7c GRN GREEN Y YELLOW 4 GY GRAY RELAY WITH SHORTING CONTACTS x MICE e SYl[Bm DESCRIPTION dWALL MB NUMBER SIMILAR TO TO RD OR INCANDESC FIXTURES) SLA SH DEN OTE FACE(S) AND A �ll(RED i $ WALL MOUNTED /CEIUNG INCANDESCENT OR ce HID FIXTURE - CAPITAL LETTER DENOTES lQ TYPE. NUMBER DENOTES CIRCUIT. SMALL 4 9 LETTER DENOTES SWITCH LEG �i WALL MOUNTE FIXTURES A� 3 LETTERS SIL4RRTTONINCANDESCENT FIXTURES DUPLEX CONVENIENCE OUTLET - NUMBER DENOTES CIRCUIT, INCHES DENOTE MOUNTING HEIGHT IF OTHER °--o TORQUE SWITCH - NC, NO o THAN NORMAL. LETTERS SPECIFY OTHER CONDITIONS Im. WP OR GFl DOUBLE DUPLEX CONVENIENCE OUTLET � � FUSED SWITCH L JUNCTION BOX - CEUNG/WALL MOUNTED 0 THERMOSTAT 0- SPECIAL PURPOSE OUTLET b -&% SWITCH -NO MARKING IS SINGLE POLE, 2 IS DOUBLE POLE, 3 IS 3 -WAY, 4 IS 4 -WAY 4 MOTOR C� TELEPHONE ^ CIRCUITRY - EXPOSED. SURFACE MOUNTED - - - -- CIRCUITRY - BELOW GRADE OR FLOOR r� CIRCUITRY - CONCEALED IN STRUCTURE SLASHES INDICATE NUMBER OF /12 AWG THERMAL TRIP , WIRES IN CONDUIT, i SUBSCRIPT DENOTES AN INSULATED GROUND CONDUCTOR CONSTRUCTION LEGEND SYMBOL DESCRIPTION -- EwsnNG CONSTRUCTION M BE REMOVED -- ---- EXISTING CONSTRUCTION TO REMAIN ° D NEW CONSTRUCIM BY OTHERS SCHEMATIC S SYNDW — PRESS TO TEST LAMP-LETTER —O ELLM DIAGRAM SYMBOLS ° D DENOTES COLOR Q Q AIR CIRCUIT BREAKER - DRAW OUT TYPE o --�►°a o o- Off°- -o SELECTOR SWITCH WITH OPERATING I IC CHAtJISM °--o TORQUE SWITCH - NC, NO o o--°�� DISCONNECT SWITCH �°--o SHEAR PIN SWITCH - NC, NO � � � FUSED SWITCH L LA c o C CIRCUIT BREAKER + -�- M MAGNETIC TRIP E E-a3l-+ FUSE - NUMBER DENOTES RATING THERMAL TRIP , ,L GROUND CONNECTION o o ® R RUNNING TIME METE CONTROL E1 INSTRUMENT SWITCH - � � � to - -{f- C CONTACT - NC, NO R RELAY OR CONTROL DEVICE - NUMBER ' ' ® S O O r O OPERATING COIL, LETTER OR ® STANDARD NUMBER DENOTES DEVICE POTENTIAL TRANSFORMER - DRAW OUT --C4 P PLUG AND RECEPTACLE T TYPE WITH PRIMARY FUSES cr CURRENT TRANSFORMER B B PUSHBUTTON CONTACT - �- N NC, NO ® ® CONTROL STATION C--o o--o P PUSHBUTTON ETCH' MUSHROOM HEAD - NC, NO w w INSTRUMENT - LETTER DENOTES TYPE 1 1T DOUBLE CIRCUIT PUSHBUTTON I ICCAATING LIGHT - LETTER DENOTES € € S SWATCH O 8 MAINTAINED CONTACT Z O 8 PUSHBUTTON SWITCH - <- °� V MOTOR CIRCUIT PROTECTOR (MCP) - 8 ENERGIZED NC, RR P <4"�� f r P` g N r M g D ;1Zm TIMER C C CONTROL TRANSFORMER FLOW SWITCH - NC, NO ® ® RUNNING TIME METER N OOU ID SNITCH - - --OL%- THERMAL OVERLOAD TRIP UNITS W W N '- < STABS A W t NC T A W PRESSURE SWATCH - NC, NO P POWER TRAIN ORMR a a O O LIMIT SWITCH - NC, NO SURGE CAPACITORS W W w TID E E -11714 F FUSE I I POWER FACTOR CAPACITORS WITH w C7 W w o- 1 [F � ' ��--o D DISCONNECT SWITCH x x 4 4 RELAY WITH SHORTING CONTACTS x x o— oho - -�-n � FUSED SWITCH " "?✓ GROUND CONNECTION B �r/� �11��t �7y �► C CHASSIS GROUND BLIM111CAL SIM I JOrd INDICATING LIGHT - LETTER E E -01 ELECTRICAL SYMBOLS do ABBREVIATIONS DENOTES COLOR E E -02 ELECTRICAL SITE PLAN AND ONE -UNE DIAGRAM E -03 ELECTRICAL LIGHTING PLAN JE C CONTROL TRANSFORMER E E -04 ELECTRICAL POWER PLAN .��3tttt1111��__ E E -05 ELECTRICAL ONE -LINE AND PANEL SCHEDULE 5 5 J) E E -06 ELECTRICAL SCHEMATICS AND DETAILS P P X }j T TFERIIAL OVERLOAD TRIP UNITS E E -07 CONTROL PANEL SCHEMATIC L LL E -08 CONTROL PANEL SCHEMATIC - - E- 09 CONTROL PANEL SCHEMATIC m m e `-C S STABS g g e p D DEVICE MOUNTED IN MOTOR w w CONTROL CENTER (MCC) * D DEVICE MOUNTED IN FIELD MOUNTED IN CONTROL ' 'w PA DEVICE M YT CLLrl V V JC ELECTRICAL SYMBOLS AND ABBREVIATIONS SHEET E -01 OF 9 SHEETS . _ 90 A" ZO va.VOn ONO= 5506 4"m 7rl �1•�L'�O OLY,aQOil� OOtt�I �ODRHVSS -OL tkNi33N10N3'oW 'a iW�WB w � L9 —YLOL X" ! lrmd m iaraua ae amala SINHWHAORdWI HSfIOH'I'I2[M 9�+� va Np070 w NVY N A IWMM 3 Nl M W W 8u8gem U .i77 axa QOONX01 m v r0/ 3 11 NU. O an �i i.i `* ty 91455 NW' IW ja3Ma xouvxilm vl 4310N sw 'NOLLgWkAde U3a n a 3 AIYICOJ aKN Q i�lu Q�✓ OOE e]Ing 'ylnog 9--V eivaX LOL O 0 i LI N w O O w La LJJ = F 95 13 All 8 3 @I U? �O V•W �NaO MV Z N Sz� � FtS� Ni 310d ;, • a II II. � IL pp p, 0 g i g m 4 l 0 � ffi E 0 IS z U 00 O J aoa aHnoaa 133<s av13- 83ddoo ,ol x . /9! � M z i �p V G C 4 FFF 7 d'd• 7 d' yyW,� W W C I I I i � I : I ' j I i .9 N x8 N r O W O C t =l:Sd --10 -3 133HS - -y£9V O/ IyH •oul - sajoloossy puo 6ulpaox woo co r © 2005 Kaeding and Associates, Inc. I 1 KAI #04363C- -SHEET E- 03-- PS:1 -1 P AX F � N•'• mN W g � I � o - � W z �r �z> j N O �6$ x N $ — 4; 0 a N Q rn 0® 0 000 00 00 O 00 000 00 OOOZ alp c�im� A�zl <c� ';! -i Q 5 $� r 1 5 " . ,1 z� I —�i�C I —p i m � � � I Z rn r r xS > � ' �_ z s �m v z Q 17 j Q 'z c � � o V . rn ��z pr � � c» 0 9� "a z N ° "A sip F.1s $ Z �^$ t00� IC O-ip N�1- � - j 1D �c`j \ csd I z Nom z A, $ig g�mQ 1 $�> ci, y _' N> drz r m >ri Z N 1 3y �lp7j{G� S-1 N2 N ig' R P ITI �1 p 17 S I" O A i1+1 A S 0 0 �y � � y s�� QQ ^ �p m rn '�C ° Ao `� gg -i ��mo 9�i;i czi czi� �� F m1*i r m $z `� Z N \ p _��_ Ng $ ?�� $ 8 ' mns V .� c � p $ � S g i- Z > cop 1��2 m n N I d ^ fY 2 m riC ."� ' C O : �7�1� r. $ n � �� > -, . p rC mm y` I n Y \ '�� I 1+1 2p .'.I Zp � 9 FC��jQj7 y cZj K t'.' C 5 �' 2• 2 ONpg $ (7j V ,Upj •'9 OVOA (yip �C7Z m � � T G �ry1 ym V} .>/ yZ g r p C I Cs O W ire. y 77CC > .�1 Z•jC4 N 1�1Z$ gym v \ ;�� >N 'Tl 1y g.�° rQ f+.Q'O 3,I O O Q'Ti -1�f� C .�t� I I+7 O� fyj �+1CRpSI C p �� Y z mZ rn0 (7� Y P� Y�� n iro ' cr U1T 2 —1 ° #` t`�1 r� t yy 1+ Ds 9 o ZO O -a � - i -.w 46 p cf m � � g 222 m m LS a ,l m , a cf m 6 Jig 2 09M r r m p I C " m 0 n .. BADGER FIELD 701 Xenia Avenue south, suite 900 M inne apoli s CR W V Y "W wabeng.00m WELL HOUSE IMPROVEMENTS R In 6 Ag A*.A In. TB3 F-0-5n iR09BW FeK7GF5n 1701 MFRASTRIICTURE -: ENMNEERMG :_BNING 9CONSTRUCTION BADGER FIELD Me PFM tam YK WELL HOUSE IMPROVEMENTS SHOREWOOD, MN ROC IT me K^ SPECIRMON. OR RWW No. - elowrnwl AS N E OR UNOEN 11Y SVPERNeION W". OTED M1E Y LICOISm OI1LL CN411QR THE sfATE aF Puw en oeenR s� . as I "K rte-- I PPK 1 1074 - OAR uc Rm iYSS 02 ANY 05 N = A7 Ld CL CL U H 3 � I UCHvG33 yyl a < l z G W� T mw w 2�5gzma�.1 " � o n 0 w _ OR 3 9 zg 000000000 ® O40 r- r F= cr W o =o Z W � V La �a Z cc s a .= tV wi 4 W 91 0. Zp F r2 §§ �{ N (Z6ZZZ} W W6 r S � a ap 1 8 0 N0I4Dtl MD? DNINNV1d" ONM33NIDN3 %• 3tlI11DIMllMM 00lt WB/1KS9! SO lvn ZO , � °� g NNI ppp I� w `QOOM'AROH5 SJN�WaAO?IdIAtI �SllOH'I'I�M /�Tr,�7.� v /� (� Q l�'.1 21!)GVQ woo8ua4em•M.xm �$' bll 18'uYd u9 ®mla v NNM !D 31VL5 3HL n 3N1 mUUI N7311 eed 038NZ A 0 I aw QN NO • NOIel .- N W mom SM.- N Ae Maw » w NNt00 .� ua NIM NMD&Y mli M X06V31 03M •31ri sv N = A7 Ld CL CL U H 3 � I UCHvG33 yyl a < l z G W� T mw w 2�5gzma�.1 " � o n 0 w _ OR 3 9 zg 000000000 ® O40 r- r F= cr W o =o Z W � V La �a Z cc s a .= tV wi 4 W 91 0. Zp F r2 §§ �{ N (Z6ZZZ} W W6 r S � a ap 1 8 0 N0I4Dtl MD? DNINNV1d" ONM33NIDN3 %• 3tlI11DIMllMM 00lt WB/1KS9! 'ary y`7el�W 8 woo8ua4em•M.xm 81459 NW'Sljode."IV4 SOM DOE elleS '41noS enueny elueX LOL W ztz;p PS� tai' F p K ~ N W\ IZigV Od' Z�i W Z O y p j� I :4 79 si < CL y W 96 � c ° a a ��```/�/�/Qjjj I W N CL � ° CYO • W �i7 N � W � � �yUJ N a } H ZN - Rig NU7�i�7�i �p W$ 1—ZpZ N N p y <ZpW WJ 8N KW p �• Ri ` 4 Zp OJ p+ C7 a4 Sa �F \\ am CL p �S a N r 6' B NN az rzd = ` k' k� �� ? zi, � ' co aY i5 i s 21414 R8 C 92 M.. U0 © ® © ® ®® ®® ® ® ® ® @ N m b n • i r e , J�- E � W S 0 U- 0 0 W W N z J � 3 0 a U_ U W J W l =l :Sd --40 -3 133HS-- 8£9£401 IYH 'aui 'SOjDIaoSSV PW 6 WP -N 9002 Q © 2005 Kaeding and Associates, Inc. KAI #04363D- -SHEET E- 05-- PS:1 =1 q T A r Z W X ? - -- 8 N F mr. �o O 1A O z o DZ Z 58 C7 O �r Z n m Z r� to � n =O Q v CI Fi r z m v n _ q m I 0 O n t0 N _ m E F 1 y 6 y ' 0 2 R g ' N �y o m O � s O � ' A W N � a � N �c 3 WSB 701 Xenia Avenue South, Suite 300 Minneapolis, MN 55410 $ E MOUNTED IN FIELD 3 y 1"I RnS1i.ino INFRASTRUCTURE "ENGINEERRNG ;+ PLANNING 4CONSMCNaN i ' Mw m SEAL W ATER Q E F 1 y 6 y ' 0 2 R g ' N �y o m O � s O � ' A W N � a � N �c 3 II ML 1 �L m x 7 111 Ex OR I I S� i 1� 0Z� WSB 701 Xenia Avenue South, Suite 300 Minneapolis, MN 55410 www.e"gbeng.com AReocId.K hre. MOUNTED IN FIELD 1"I RnS1i.ino INFRASTRUCTURE "ENGINEERRNG ;+ PLANNING 4CONSMCNaN II ML 1 �L m x 7 111 Ex OR I I S� i 1� 0Z� PUMP /4 ; I THMA1. I M IR 7 MOUNTED IN FIELD MOUNTED IN MOTOR CONTROL CENTER i ' Mw m SEAL W ATER Q 2- 1/C- N14 -1/2' PUMP /4 ; I THMA1. I M IR -' MOUNTED IN FIELD MOUNTED IN MOTOR CONTROL CENTER ►I ; i ' SEAL W ATER Q 2- 1/C- N14 -1/2' SOLENOID I MAIN LUGS ONLY - - --- ' CONTROL PANEL 6 -1 C- IP4 IN 1' � II COMMON CONTROL CONDUIT I y c . I FUTURE SIGNAL �I M �— ��- --- - - - --� I F �1 y �{ II m CHLORINE ' NC�� x ' BOOSTER N -- 1- i /r._ .I L4 PUMP I I RM. HEATER 3 GRS NO. I v _ oj o O 'I PUMP 'O RM. HEATER 3-I/C-#12-3/4" GRS I ' NO. 2 i it r ? _' R�HICAL 4 C- 1 -COND IS GND ' N0. 3 -3/4' GRS/PVC v I CHLORINE 4-1 C- 121 -COND IS GND RM. HEAT N0.4 � -3/4' GRS/PVC 'I I a R HEATER 3-1/C-#12-3/4' GRS I I N0.5 WELL � 3-1 C- , 2 -i C- 4-1 1 4' 1 I PUMP /4 ; I THMA1. I M IR z rm i ' SEAL W ATER Q 2- 1/C- N14 -1/2' SOLENOID I - - - --- ' CONTROL PANEL 6 -1 C- IP4 IN 1' COMMON CONTROL CONDUIT I 8C c I FUTURE SIGNAL �I M 1 9 9 0 a �1 y �{ CHLORINE NC�� x ' BOOSTER I -- 1- i /r._ �. PIMP CONTROL PANEL 2- 1/C- 114 -3/4' _ _ J CONTROL PANEL 4- 1/C -014 IN 4- 1/C -/8-1' GRS oil GA .3-1/C-010-3/4' GRS �p BADGER FIELD WELL HOUSE IMPROVEMENTS 5HOREWOOD, MN aim 'I ' � t I 1 'I I �I I , FI D I I I I I .I . 1 — — 2MI05 „ „ em CIA. I NX PPIt 1 1074 -87 aon sr. tvaR 02 MAY 05 © 2005 Kaeding and Associates, Inc. r 1 KAI #04363E- -SHEET E- 06-- PS:1 -1 Sao I a ' � W I � ' I I , i O Iffi j I I :0� 1 1 1 II -0 j I 1 I 1 I'° 1 f i 1— 1 1 I I �I Z 1 1 1 1 I 9 g I o I Iwo I 1 mp L � I I � 4 701 Xenia Avenue South, Sulte 300 II � O� I � I o I 1 I 1 , , , a ' 1 Z -a- - - -� 1 N n I tS O I m p 1 � rn ml > r v n BADGER FIELD WELL HOUSE IMPROVEMENTS SHOREWOOD, MN r - - - I 1 A n Z 2 N N N N V CT A W N N O CO aD V ON 0 A W IO 00 Os g jg Ic ->F D R II m 6 �9 � z 0 v P WAS PWMREA ITT Ill IIIM l D •• 8l4ENY1670N -•• 9UIli AS NOTED Is T I AMA UCQ11e5 ARIL OipN[PR UNDER THE IMlS OF PWI W. Dk810N M Oil Prk amlm ae PR W M it 1 1074 -87 am "m Hass RD0a1m all an ow 02 MAY 05 -)E Z � �g� 701 Xenia Avenue South, Sulte 300 a �m Mintreap"."ben55416 o & APROe7Dhm Ale � 71}541-1800. F.781541.,700 INFRASTRUCTURE -.. ENGINEERING ;:; PLANNING , CONSTRUCTION 1 I r n it 2 I , S C7 I C O Lk � L W rn n I I I I fl rl �------ ------ 1 Og --- -_� rn � O I m p 1 � rn ml > r v n BADGER FIELD WELL HOUSE IMPROVEMENTS SHOREWOOD, MN r - - - I 1 A n Z 2 N N N N V CT A W N N O CO aD V ON 0 A W IO 00 Os g jg Ic ->F D R II m 6 �9 � z 0 v P WAS PWMREA ITT Ill IIIM l D •• 8l4ENY1670N -•• 9UIli AS NOTED Is T I AMA UCQ11e5 ARIL OipN[PR UNDER THE IMlS OF PWI W. Dk810N M Oil Prk amlm ae PR W M it 1 1074 -87 am "m Hass RD0a1m all an ow 02 MAY 05 -)E Z � �g� 701 Xenia Avenue South, Sulte 300 R W S Y Mintreap"."ben55416 & APROe7Dhm Ale 71}541-1800. F.781541.,700 INFRASTRUCTURE -.. ENGINEERING ;:; PLANNING , CONSTRUCTION O I m p 1 � rn ml > r v n BADGER FIELD WELL HOUSE IMPROVEMENTS SHOREWOOD, MN r - - - I 1 A n Z 2 N N N N V CT A W N N O CO aD V ON 0 A W IO 00 Os g jg Ic ->F D R II m 6 �9 � z 0 v P WAS PWMREA ITT Ill IIIM l D •• 8l4ENY1670N -•• 9UIli AS NOTED Is T I AMA UCQ11e5 ARIL OipN[PR UNDER THE IMlS OF PWI W. Dk810N M Oil Prk amlm ae PR W M it 1 1074 -87 am "m Hass RD0a1m all an ow 02 MAY 05 -)E Z � �g� Nlk'(IOOMHxoxs S.LN2[W2[A 2 M 'I'I2[ Q r l21Id H2'l ✓Q V 11 NOI MIMNOO DNINNVId ' OW33NION3'c 3N(IlOnkfISVH*A SO OR zo f Geb ®W all WOD' QL- NV4 H'MMM OLY54 NW 'sllodeauulyy Y T V 1 - ■ OM e11nS IO-S —V elueX LO! L9 —tcot X!d ; I � I -- - - WII A'MVUW " aw> - - - - -- » To • +19 NOK70 w fmw 30 xw W om � SW N�]NGeU 63SN3 An LL O!Y 03M b z. mm !p 'Nd1K111p3d6 TN1d g!LL AB3N:H I Nlk'(IOOMHxoxs S.LN2[W2[A 2 M 'I'I2[ Q r l21Id H2'l ✓Q V 11 NOI MIMNOO DNINNVId ' OW33NION3'c 3N(IlOnkfISVH*A OOLLIKibl and � WOD' QL- NV4 H'MMM OLY54 NW 'sllodeauulyy Y T V 1 - ■ OM e11nS IO-S —V elueX LO! S g a a a a < J w� 9 $ m < ----------------------------------------- 1-4 I 1 1 I I I a I I I I 0- I I 1 1 � I I $ I I $ I I $ N 1 1 \ , L, i I I I ,, -_� N L___ N L____j N �_ ---1 W-C _j 03 � J I�_ �� 59M � a d CL CL 1 1 1 I I t 1 'I I 1 1 II I1 C 1 1 1 I I �1 I I�I II II � Ikl I�I 1 I � 1 1 1 1 1 11 R, I I I I pn I (p p� II I 1 �p c II pp p 9 I Q 1 p I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I s II t I p II 1 1 O O O O O 9 O O 9 0 0 0 0 0 O N ' ' 00 O 6 N ^ Q^ 9 6 8 a 2 r , v v V b^ 00 W O N M A 1h 1� OD OA 9 N p A 1 M A M M� V S'8 u� 8' 81 C -- .- -- -- - ---- -- -- call mi - -- --- - - - - -- ------------------------------- _ _ ----------------------------- �I O a �a L ------------------ ---- - � Cy � I - - 1--� - � I I I ; I � I -- - - ---- - - - - -- � b b z. - -- --- - - - - -- ------------------------------- _ _ ----------------------------- �I O a �a L ------------------ ---- - a --- I - - 1--� - � - --- - -- -- - - ---- - - - - -- z. a I I 1 1 1 1 !7 I I M I I —r 4 G1 ?� IIII gg I yy I �� I pp I gg IIIIIIIIII IIIIIIIIIIIIIIIIIIIII g IIIIIIIIIII I IIII v I � III c I � I IIIIIIIIIIIIII gZ525Z5g25�oo000000 �0000�00000 o ao�oo �g�$ �$ �oo `�0��730�oZ5c�i�`8'�`g`�`g`$ `000000 l =L :Sd 1.0- 3133HS-- H£9£b0/t IV)i 'Oul 'COID100Ssy pUD bulpgom 9002 0 E W x L� O n 0 w w x N U W x N J W Z Q a J O 0 Z O U n fN Q i I 0 I r I M a Y e. u 0 a r 0 rn c d a Y 0 0 N L u 141 — I 142 — H N + - 143 — DIGITAL OUTPUT (CONTACT) — I C 144 — I 145 — ----- - - - - -- y' DIGITAL Mg. REMOTELY POW D - t2OVAC UIIESS NOTED WHIRfl7SE FIELD WIRING ' I 4- zan�ac ANALOG OUTPUT, 4- 2OmADC -- SELF-POWERED -- CWXTOR SIM POLYPHOSPHATE i ( r ------ 146 — PACING SIGNAL ll r-,1:1:1:1 =------- - -_ -�' 1 ' ' PACING SIGNAL FEED EgSTIIG tYR1 UITR 47 — 148 — I jj 3- 1/C- #12 -3/4' SCH 80 PVC /GRS 1, r , - - - - -- 150 — P . f i;� - - 1 I - - - - -- 20A Acts 151 — FEED PUMP ; I r 152 — L(O"'ROLLERJ 153 — POLYPHOSPHA FEED SYSTEM L_�,�,� r 154 — 155 — 156 — POLYPHOSPHATE 157 _ METERING PUMP I _ _ _ CHLORINE GAS ----- �2 -1 /C- X12 -3/4" GRS 1g — c'. (LEAK) DETECTOR WX 160 — , - __ -_ -- fl @ 161 — I ' 1 62 — ; 24%W a I CHLORINE LEAK _ L �� ; DETECTED _ _ —_ - - — � 164 — 2- 1/C- #14 -3/4- I- 165 — i CHLORINE CYLINDER - -- W--- - - - - -- , VALVE '--- tss — - - - - 167 168 — 169 — PP -13 - iCiroH;R8' -a---- - - - - -- - 4-1/C- ; 24%C d CHLORINE CYLINDER I I 170 —-- - -- - -- /14 -3/4' CLOSE 171 — 172 — 3- 1/C- #12 -3/4. _ 173 — -- -- - - -- ---- - - - - -; Rt 174 — PP -6 ----- - - - - -- ---- - - - --- 175 — G---- - - - - -- ----- - - - - -, c� Acis 176 — x - - - - -- 177 — I r - -- t - - - - - -- 178 — , I r -- - - - - - -- 180 — �- -� TI 3- 1/C- 12 -3/4'I 181 — ` I I ' NEMA 4X 182 — I I II120VAC 183 — ; I IiMANUAL MOTOR i 'STARTER 184 — 185 — , 186 — i/2 HP, 120VAC 187 — POLYPHOSPHATE 188 — MIXER 189 — 2- 1/C -/12 COMMON CONDUIT 190 — ----------------- - 191 — 120VAC N --------------- l PP -4 - -- 192 — 3- 1/C-#12 -3/4' SCH 80 PVC /GRS 193 — 194 - r- _ ----- - - - - -- 195 — I CHEMK;AL - I -' - - -- x'--- 196 — TRANSFER I I ; ; ; ; : r- - -- 197 — PUMP I �4 I Ilk I ar+ ecrs --- -r^ --J I I I RECEPTACLE CONTROL 198 — T RANSFER L I ; i ; , 199 -_ PUMP r - 'Iw1• 201 — I ITRANSFER PUMP 1 I I 202 — I 3- 1/G- /12 -1/2' SCH 203 — 80 PVC 204 — CHEM ICAL 205 — FEED 206 — CONTROLLER ' I L � 1 �_ J ; FLUORIDE FEED l� -9. J �' coNm«lFO" ; ; ; RECEPTACLE CONTROL 207 — L_ ; 208 — i l -L1 1 J -xar 209 — -dL-=r METERI P 210 — I 1 i I I i 4-20mAx , 211 — FLUORIDE PUMP ; ,------------- - - - - 212 — PACING I L ------------ - - -- -- " lo FLUORIDE PUMP I (PACING 213 — `------------------------- - - - -�, 214 215 — I x N+ - I f 216 — 217 — 218 — 219 — 220 — 221 — 222 — 223 — 224 — 225 — 226 — 227 — 228 — 229 — 230 — 231 — 232 — 233 — 234 — 235 — 236 — 237 — 238 — 239 — 240 — 241 — 242 — 243 — 244 — 245 — 246 — 247 — 248 — 249 — 250 — 251 — 252 — 253 — 254 — 255 — 256 — 257 — 258— 259 — 260 — 261 — 262 — 263- 264 — 265 — 266 — 267 — 268 — 269 — 270- 271 — 272 — 273— 274- 275 — 276 — 277 — 278 — 279 — 280 — i R7 2- 1/C- /14 -1/2' GRS ------- p� FIRE SPRINKLER r -- - - - - -- TAMPER FLOW f , ----- - - - - -- , & -- -' SWITCHES. R11 L� o-J PtW ROOM 2- 1/C- /14 -3/4' GRS r---------------- - - - - -- i 24101 OCy I ` d (rt TI INTRUSION SNI� PUMP ROOM 2- 1/C- /14 -3/4 GRS I r•-------------- - - - - -- — 24wc T2J - I I MAGNETIC DOOR I i INTRUSION SI11CH CHLORINE Roam 2- 1/C- /14 -3/4" SCH 80 PVC /GRS (SEE PLANS) r -------------- - - - - -- - I 24wc uNCaaN I ------- - - - - - -- ' d B" I-- r - -T-1 l MAGNETIC DOOR �° INTRUSION SWITCH ; `ry - -- DIALER i RIB I 02 I ' f ° 3 I ° °5 ° _ I H N + - I CHLORINE LEAK DETECTED CLOSE CHLORINE VALVE SPARE ' FLUORIDE SYSTEM REQUIRED FIRE SPRINKLER TAMPER/ FLOW ALARM ' PUMP ROOM INTRUSION ALARM PUMP ROOM INTRUSION ALARM CHLORINE ROOM INTRUSION ALARM I I I %Fm M l H z W z W Q � W � a x W � 3 gm1 R5 CONTROL PANEL SCHEMATIC SHEET E -08 OF 9 SHEETS PLC SYMBOLS LEGEND SYMBOL DESCRIPIKMN S811B01. DESCRIPTION DIGITAL OUTPUT (CONTACT) — PANEL WRING "V " DIGITAL Mg. REMOTELY POW D - t2OVAC UIIESS NOTED WHIRfl7SE FIELD WIRING a �� ANALOG OUTPUT, 4- 2OmADC -- SELF-POWERED -- CWXTOR SIM 1 - <� - UUNILESS NALOG INPUT, 4 20mADC - _ -- NOTED OTHERNASE EgSTIIG tYR1 UITR CONTROL PANEL SCHEMATIC SHEET E -08 OF 9 SHEETS Nw `QOOAAaHOHS S,LNHN21AOHdWl HSfIOH'I'IgM OW mma Q'I2iLd 22190 v Z � � oc JV 0. v Q�E O 4� a Wa q y � m $ l R IN 8f U N a 8 yy11�� 3 �r � 6 ggg � 1 I � � I i I I 1 1 I — 1 _ � I I I l j l M I I I; I I II 6 I I i l l 1 1 1 it I I I I I I I � 1 I I I I I 11 i5 I r `I--O—� I I 1� I 132 I p 88 l l C LI 1 pp l L 1 p � t p p 1 p p p p 1 p l � l y 1 1 1 v. N N N N !V N N LV N N nl N N N N N N N M M M 1� M M M M M M M M 17 M M K1 M M M M M 11) M M M W (n 40 On LD 2M UN Aaw MM 3 rN. w -in w yew W L9 — V4M Mid i ONI03YN ' u1oD0u248m 9L155 NW'N!I�uIPo GSM 00£ NIINS'WN S 61L mV sluOX LOL CL = Z ~ 5 fl eN J=NM uN abosu ao an a IffiI 1131Y0 M N301 'Ng1MNt79a6 tllid z tn wd us mm w aN 13o 6 1 !n 43LON SV � Now"Wa 'd NG6Ni1 O w J W + + i(n a d 0 4 a °° 1, p 1 N l \ b \\ . \ Z Nw `QOOAAaHOHS S,LNHN21AOHdWl HSfIOH'I'IgM OW mma Q'I2iLd 22190 v Z � � oc JV 0. v Q�E O 4� a Wa q y � m $ l R IN 8f U N a 8 yy11�� 3 �r � 6 ggg � 1 I � � I i I I 1 1 I — 1 _ � I I I l j l M I I I; I I II 6 I I i l l 1 1 1 it I I I I I I I � 1 I I I I I 11 i5 I r `I--O—� I I 1� I 132 I p 88 l l C LI 1 pp l L 1 p � t p p 1 p p p p 1 p l � l y 1 1 1 v. N N N N !V N N LV N N nl N N N N N N N M M M 1� M M M M M M M M 17 M M K1 M M M M M 11) M M M W (n a 3 rN. IIa-J w yew W W I i i u1oD0u248m 9L155 NW'N!I�uIPo GSM 00£ NIINS'WN S 61L mV sluOX LOL CL = Z ~ 5 fl J Z U U. z tn W rn 13o 6 1 O CL O w J W + + NOIIDIMUSNO , ONINWld ;" OW33NIDN3* 3HIllDI1N1mim (n WLL'lKiHllo3'BOAMISS9[ 3 rN. IIa-J w yew W W V u1oD0u248m 9L155 NW'N!I�uIPo GSM 00£ NIINS'WN S 61L mV sluOX LOL CL = Z ~ 5 z J Z U U. O W rn O O w J W i(n X ° m a F [. 3 rN. � Z p N U V W S N W a CL = Z ~ 5 z J Z U z 'OUI `SOIDIDOSSV PUO bLgPanN 4002 1=l'Sd-- 60- 3133HS - -PMO# IVH W Wy 'U6 C! �FFF7d.