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FUEL FACILITY/IOWA CITY PUBLIC WORKS/2012
SCALE: 1"- BO' SITE INFORMATION: • I ' oADM \ TOTAL SITE AREA ,+ YL I 28.3 Acres \ TRUE NORTH ZONING INFORMATION Public Zone P 1O i v_ f u,- \:l \ SET BACKS: �1Oft setback on McColster Blvd. \\ \ 40 ft. setback on S. Gilbrt Street. i \ ' � \ FUTUFtF-- OWNER INFORMATION: i I o WASH Sr City of Iowa City 1 I I a u \ l I �,- EXISTIN u ��� \ 410 E Washington St., i f ." o \ Iowa City, IA 52240 I � BUILDING \ ATTORNEY INFORMATION: Iowa City Attorney 410 E Washington St. Iowa City, IA 52240 'NI 116FUTURE \ ENGINEER OF RECORD: UILOING John Schmidbauer \ Kueny Architects LLC. / \ \1, 10505 Corporate Drive, Suite 100 Pleasant Prairie, WI 53158 'I r I \ EXIaTRJG DIRT ROAD'\ / BUILDING INFORMATION: O New Iowa City's fuel island ��, '\ Total Fuel Island Area: G1 --- -- "" ACCESS ROAD 22,975 SF r •r `•N. \ / \ _ Total e land Canopy: 80 SF `,,, Area Fuel i STT RA �= ! / \ \ Future Accessory Building Area: I O 1LDIN FUTUR \ r \ 256 SF \!�N.\ -- 'IININ.' BUILDI I \ AIN IN 100 YEAR FLOOD PLAZA { \•`', I + C \ \\ \ 0' APPROX. EL = 642.63\\l. / ` o, \ (NOTE: 500 YEAR FLOOD \, A / O r O PLAIN EL = 645.22) G .j LOINGI y. I \ FUTURE— \ 0 REI AC SS LOAD \ i /may FUTURE", 1 G '- BUILDING ILDIN _ 4 %X NEW FUEL � ?� ,\ .. 18 D SITE _ _ `' \ —" �.INN \ \ .a BUILOIP I �It � \ R \ \ -- - - ---- - ��>-_ r 11 -�-- \ I SOUTH GUNLBERT - - OP E , _ — '`.----------- --<ee 1_ , _ 1 PIPE IOWA CITY PUBLIC WORKS FACILITY FUEL ISLAND 620 McCOLLISTER BLVD IOWA CITY, IOWA 62240 KUENY ARCHITECTS, L.L.C. 10505 CORPORATE DRIVE — SUITE 100 PLEASANT PRAIRIE, WI 53156 PHONE (2621857-6101 FAX (262)357-8103 FUEL ISLAND EXPANSION 520 McCOLLISTER BLVD, IOWA CITY, IOWA November 8, 2012 11.01 TITLE 1.0 Title Sheet CML C1 Existing Conditions — 1" = 40' o C2 Site Preparation and Erosion Control — 1" = 40' ev C3 Grading and Paving Plan — 1" = 30' -- -- C4 Utility Plan — 1" = 30' n�i �— C5 Details — Scale as Noted C6 Notes — No Scale a ARCHITECTURAL 1.1 Site Plans — 1" = 50' 1r o 2.1 Plans & Elevations — Scale as Noted _i, ELECTRICAL» _ Ell Electrical Site Plan — 1" = 60' E2 Fuel Island Electrical Plan — 1/8" I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. p\\\\�\4ANIIIIIIIIIINU///u/�// 10/� OG October 29. 2012 (signature) �—' (date) 2 JONN r. U_ SCHMIDBAUER m = John F. Schmidbouer P.E. 1 % 1 1 6 My lieenw renewal date is December 31, 2013 Pages or sheets covered by this swl: 1.0, C1, C2, C3, C4, C5, Ce, 1.1, 2.1, E1. and E2 FUEL ISLAND EXPANSION 520 McCOLLISTER BLVD, IOWA CITY, IOWA November 8, 2012 11.01 - ,.._..•1'�..s+.�T If�UUI O'Sb"`!4 t,�} ` `., \ \ �\ (� I ! if �, ._ ,,.� �..-.. .:., : \fes i 1 \t j \, EXISTING LEGEND GENERAL NOTES "f ,, V --- -- --- PROPERTY LINE 1. EXISTING CONDITIONS MAPPING PROVIDED BY THE IOWA ' '--•"� \ } -'�s'� Va` - t ® �� \ CITY PUBLIC WORKS DEPARTMENT. MAPPING IS ------------------- SITE LINE SEPARATING PUBLIC WORKS COMPLIATION OF SURVEYS. A \ , SITE FROM ANIMAL SHELTER SITE a .\ / \ i \ iv YS f I ty '.,v + \ \ \ \\ { t `\ \ - - ROAD RIGHT OF WAY 2. PROJECT DRAWING VERIFICATION: PRIOR TO PROJECT i \ , > \ \Y k A , \ ♦ \ \ \\ X X X FENCE COMMENCEMENT, CONTRACTOR SHALL REVIEW EXISTING CONDITIONS PLAN AND PROPOSED SITE PLANS PRIOR TO �-•X ,y \ ?� ,z,\ f a 1 � / \ � l •� , , EDGE OF PAVEMENT CONSTRUCTION. ANY DISCREPANCIES NOTED BETWEEN , t \ \ - - EXISTING SITE CONDITIONS AND PROJECT DRAWINGS C`y J'fi ivy! \ S 65 EX ST H i' ~^ \ \ , t�� \\ GRAVEL SHALL BE NOTED TO THE ARCHITECT AND CITY IN GROUND CONTOUR WRITING PRIOR TO CONSTRUCTION C MMEN COMMENCEMENT. IN ST` PINTK IN, = \ t , ADDITION, IF APPLICABLE REGULATORY REQUIREMENTS EXI )) )) SANITARY SEWER TR = 1�Oy�6 ` I `w \ \ \` � \ ARE NOT MET OR ARE IN CONFLICT WITH PROJECT \ ? `j I E3 ti>- IE (SE) 6i)k5,66i (Nui -4 \ ', \ \ \ \ \ DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARCHITECT IN �^'^ (\.-• i E (E&Nl^� = yfi$5.i6 7 \ \ \ 1 \ S S SANITARY SEWER (TO BE CONSTRUCTED AND CITY IN WRITING PRIOR TO PROJECT a{,' c, \ j j t i EXIST ST INTIK \ >< \ E\ PRIOR TO PROJECT COMMENCEMENT) COMMENCEMENT. CHANGES IN WORK SCOPE SHALL BE �N\l . , \ \5 .",?? i \ �•• r + ' i, ,( TR = 650.55 \ / \ �, \ MADE ACCORDINGLY. IF CONTRACTOR (OR ITS' � t-\` 1 IF NW = 647.75 . \\ , '�\ _ �, ( / t , ST ST STORM SEWER SUBCONTRACTORS) COMMENCES WORK (I.E., EQUIPMENT % !• \ !•'f \ �`- \ \ t l i \ \\ MOBILIZATION TO SITE), CONTRACTOR ACCEPTS { ? `\ -W-W- WATER RESPONSIBILITY FOR ANY CHANGES TO BE PERFORMED ` ``-( `? \ ?? v .' : \ ♦ lj(� r `� �'' ' J EXISThJG SAN MH _ f t } 1 \ \ E E ELECTRIC AS A RESULT OF PROJECT DRAWING INCONSISTENCIES. 1 2 Og^ \_ f TR 631.21 \ _ .i \ ? v \ t E� \!' i3 W \ / r \ \ \ - 3. CONTRACTOR SHALL LOCATE AND CONFIRM SITE SURVEY \� ao : , J J C IE IN 638.61 �` . , �., f t \ EXISTING BUILDING CONTROL SUMMARIZED IN TABLE BELOW PRIOR TO PROJECT ?„ + 49, GRAVE /` f , v 6'� OIfF -638.41 \ 1 �, J , I COMMENCEMENT. CONTRACTOR SHALL SUPPLY ANY Y ~ •"SSp.... ,„ \ �J L „„ .,„• / \ ,i�� \\ v SIGN COST. ADDITIONAL CONTROL AS NEEDED AT CONTRACTOR'S i ° •,,.� \\'\ mar' \ 1` l_ / EXIST INTIK \� \ \. ' ' T 1 .fi'S 34 S _ -� ` •••• -•••• "" �. w` �, / \ \ i �4. UNDERGROUND UTILITIES ARE SHOWN FOR 1 t ,\ , , \ y i 1 t� r l -_ EXISTING GRAVEL DRIVE\ ELECTRIC STRUCTURE '',.dl' i; \\' tt.-�•-•+"r �J ` -J- �- -.- -- - I iJ�W& = 646.1 AI-\,\ �` ../ \ 1 v, .v i \ INFORMATIONAL PURPOSES ONLY, AND ARE NOT j \' ` �' LET GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE THE \ • \ ] i v V-• %. %t / �} / '� `. SAN MH #1 ���� CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN \j s t • \ }'c! t / n 1 nl \ \ !, '' / \ DETERMINATION AS TO THE TYPE AND LOCATION OF ( „ ,•A. ,.,( ..n^ �', , t % vi ,j RIM - 651.01 UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID `>✓ 1i \ , ° y / x / �1 �\ 8" S IE= 639.11 \ \ / i� \ \ HYDRANT DAMAGETHERETO. CONTRACTOR/OWNERSHALLCALL f ) / WARM STORAGE: ! �- 12" N IF - 639.01 \ e \ \\ "IOWA'S ONE CALL" PRIOR TO THE START OF ANY ♦ ♦ i,Ie, i '` 4 I BUILDING „- " -,... - t \ I ® MANHOLE (SANITARY, TO BE CONSTRUCTION ACTIVITIES. ` \ \. \ i`\t T t I c°n wl (TO BE / \ / \ r \ CONSTRUCTED PRIOR TO PROJECT '•) `` \• \'N \ D' ; 7 tot , / I t '` COMMENCEMENT) S. ELEVATIONS ARE IN REFERENCE TO USGS DATUM. \ R \ \ ? - \ 1 CONSTRUCTED WNED , \? ` \• t ° I BY OTHERS) i ^ \ / \ 0 MANHOLE 6. SITE IS CURRENTLY OPERATED BY IOWA CITY PUBLIC WORKS ti I, ,PRAPIRTY , ( 60 FFE=6 1.00 \ f �`v / \ DEPARTMENT AND IS ACTIVE. CONTRACTOR CAN NOT N 1' I' , \ ,• 1 1 ^-- ..„ ` INDICATES TYPE: A �" , PjIMAL t { i E r \ / l 1 1 \( INTERFERE WITH DAILY SITE ACTIVITIES DURING ' , ' I, ER�SITE) i\ i ,�, i! } ` S } 1 / I n- / { / f \`i \ E -ELECTRIC CONSTRUCTION OPERATIONS. CONTRACTOR WILL 44 f f r \ S- SANITARY `.. i A,.+ i l 11 •-i,,.,..i ' t� V•\ \. r / i. .......4es}.. -.... t /+ / S \ r , ST -STORM / COORDINATE CONSTRUCTION ACTIVITIES �� , \ DURING WEEKLY BRIEFING MEETINGS. !j- ,{, -\ iJ1I �•' 6 \ / � '•, � T - TELEPHONE x,.,„j l„'1••"`•`<T \,� \ qty i(I �,..- 1 1 •� ; ?_ / .r ` \ t EXISTING TREE, TYP. GAS &ELECTRIC MID AMERfAN ENERGY CO. (` --•- ..81 U' 1 ' E r s� - / / { \ \ W - WATER UTILITY CONTACTS I \ \ 1 IM, '45 10' � � � y » i EX. SAN MH / r I / \ i \ !cf•"•`zJ \ , \'2� , \ �'t1 4 , \. 'v .•-.•.... l ] \ ® FIELD INLET f i }j3'i s \ _ SAN. PLUG IE = SAN MH #2 IF = UNKNQWN / ( / / MM DMN ��1 \ t�ts `639.Fi.4_a RIM = 650.81 TREE (VARIOUS SIZES & SHAPES) ? S/E IF = 639.41 TELEPHONE �:1✓ ' ' .)� ` IN ^� 1 \ � �\ ��� .,,. ,d- `-� � \ l oo N IE = 639.31 / J •ti , ... l � ', it y\ ' <� o` .X�Y ♦ n4A _ 4 / / i f t / \ \\� ��\ { \ /X i \ j EXISTING i \ P'/ �\ ' ' fag ` 1 f \ } / I \\ \ BUILDIN \ 4 \ \ / \ i \tO O 100 Y LAIN " J l } 1\ IN, \ `, / IJ% \ t\© \ c\ \ AP 112.63 ` C3 _.4 l 1 \ \ \ >'r \� \�10 MTOT 50 Y Ir T l 7 It \ ♦ BUILDING f '��, �\ \ 1 N EL 5c2 C ,' r.» j n i \, / J- - / y / \p 4 �( 6`, a . �, • 1y \ \\? GRAVEL ? �� \pG l., ` i ( "-+`'1 r O"y a+�i q'Y t „•. _ v ' I \ tri , IN \ \ A ` / \ It 0 \\ <' IN EXISTING \ \ �\ , ♦ t \ `,,-,yr,�; f , \'N ) \ � \ `� f\ BUILDING \ r\ \ .'� \ \ \ ♦ \ \ \ l piM 1 j \ `mss \ \ \ ' r Bul \ \ ISTI \\ r { L ?`✓ w •\ \ _. 5 '!' : f r n \ a tf~� /LDIN ` ����'¢ � E P � '•• �- -_ / � � \„^^ O -ej YV i z \ - �Tg,��� Sv /Il / /_ \ 19 WVEL j;77 ' ` r:I i PRIVATE PROPERTY \ \ t, \ �• 1 / \ (SOUTH GILBERT DEVELOPMENT) i 4r\'\ { t J SAN MH #3 RIM - 649.76 S/W IE = 641.06 - -•.,• ;;. � i t it / i 1 t } N IE = 640.96 _ _�yq -- ,\ \ \♦ � 4 ,j A �\ ` } r IN IN y „ .� : `w``• y `•,!°�..�1 „` S'. 1 r is y )a ! E j},jff// •� t\',,.� = r \ I } •iS y \ 'yi ; `z' •.•.. R� i ( f i` •� "_: SAN : i } 1qq I W" jNi f / , �" ,`.\- -.`' a •`t+- ._-'\ \ } t I ♦ PLUGtIE \ _ , ✓ ~STOCKPILE SURVEYED BY CITY I �.ti. \\! OF IOWA CITY ON 9/10/20121 J ♦ I \ \ 1 A y i i \ _ „ w w �`,.\ S. i t ,� �, {1t �41.)�pp�fj• ( ( f �K w } \ 1 e F ~~ � "" `" •,�'• "`'w.y^ti'~•.`ti, :4 .' �: �,3 � �` ``, � t 4''p'" t {' � ? t i f' r 1 >F � � '`'` ^+rca� _� ~' _.. •.._.....•--� /' 'w, \\\\ ty 1 } 1 \. IN -•.., ^_ .-'. F .�\ .`,. ♦.? \y\\ I i . ,1 ! a, E } r `J j t� _.... _ .� "" "i \ j1. y 1 t -. i ' O r 1 i I ,L y t r �: -.,-:.,.�`' �: ��' .\�T\\..,, T' , r . , J • ,t,) ' f ; t i i , 1 f ., t -- "`_ _. _. _. _.._ - ;; •. f ,_ 1 ! i0 r-\ ' _ _ �.`:.`'_ •� \\''\t\\ \ / t'} y i r 1` ( �• .. _��3." ...... _.... �, -•" .., t 41 I t� , \ "z 1 Is GRAVq .-.`-•.. ,^�� ,w. •w -•,. , '? \ Cy\\�i \ ♦,� w. w,. ,°, \ ° / f � f 1 3 w,. ••... •..- \ .._"\? \, i \ �� LSO ••.. ••. ",- ( \ \ \' ..•,. •... 1, j i •! \ f F t ...... •SSA_._ __ ....• / \ \ -" "`•-••- `'' .S ` •, \ i I N. \.-,,\\.'•,.'w.,`,,,, `^h„ } r•- • ""�_j t 1 'Y (� �^ \ \ \-, I. 1 E ! t '.` ("r 1 i t r (dill 4S FASTING GRAVEL DRIVE TO BE _ / - - ✓ u,, USED FOR SITE ACCESS UNTIL w•, "^• „.::' f ! f J i li+t+ „ „ \ t F-! lYy PROOOSED DRIVE ON MCCOWSTER IS AVAIJ.ABLLJr j r { -�,, _ , • ""'.''- `'. �;--•^ --..�� �f r'i / / ./ ,."` --m6S •..-..-... ,„.._ � is 1}. „ ( ) SAAIG MH RY'In- MH#5 CABLE TELEVISION FIBER OPTICS UTILITY LOCATES: WATER SEWER TRAFFIC PARKS & FORESTRY PUBLIC RIGHT OF WAY CCINTACT - MICHELLE PAYNE 3F{ 319 34;.4432 QWEST/CENTURY LINK. C'ONTACTGJtOB MCGOVERN PJ04 -'3T 9.39.9.7227` MEDIACOM_ CONTACT.'. TIM EAGAN PH: 319.351.0408 EXT 235 AT&T CONTACT: JIM GOEKE PH: 515.986.9413 IOWA CITY - WATER DIVISION PH: 319.356.5160 UNIVERSITY OF IOWA CONTROL NO. CONTACT: GEORGE STUMPF NORTHING PH: 319.335.2814 _.. "ONE CALL" 650.13 PH: 1.800.292.8989 2178809.27 (NOTE: IOWA CODE 480 REQUIRfs ; I VERBAL NOTICE TO IOWA "ON[;CALL" 600401.93 NOT LESS THAN 48 HOURS BEFDM-- .� EXCAVATING, EXCLUDING WEEKENDS _ AND HOLDIAYS - 2179176.86 IOWA CITY WATER DEPARTMENT" 1 .L - CONTACT: ED MORENO PH: 319.356.5160 IOWA CITY SEWER DEPARTMENT I CONTACT: DAVE ELIAS PH: 319.356.5170 IOWA CITY TRAFFIC ENGINEERING CONTACT: JOHN SOBASKI PH: 319.356.5180 IOWA CITY PARKS & FORESTRY CONTACT: TERRRY ROBINSON PH: 319.356.5107 IOWA CITY PUBLIC RIGHT OF WAY CONTACT: JIM PROTASKEY PH: 319.356.5438 NOTE: NOTIFY CITY 7 DAYS PRIOR TO BEGINNING CONSTRUCTION WITHIN PUBLIC RIGHT OF WAY. SURVEY CONTROL TABLE CONTROL NO. ELEVATION NORTHING EASTING DESCRIPTION 1 650.13 600312.06 2178809.27 CHISELED "X" IN RA INTAKE IN NAPOLEAN LANE 2 650.71 600401.93 2178882.75 IRON PIN 3 654.54 600383.60 2179176.86 IRON PIN 4 650.31 599855.28 21791 58.34 IRON PIN 5 651.75 600060.70 2178744.00 PK NAIL l Ay s B"-. Dk ""WAtER PIPE SCALE IN FEET 40' 0 40' "The Information shown on this drawing concerning type and location of underground utilities is not guaranteed to be accurate or all Inclusive. The contractor is responsible for making his own determinations as to the type and location of underground utilities as may be necessary to avoid damage thereto." EXISTING CONDITIONS FUEL EXPANSION PROJECT IOWA CITYIOWA CITY WAC WORKS 1 l _ IE = 6ak1 = e / / { RIM = 60.3-5-- 1K EN SAN. PLUG r6ss _.`_I#�•5$/�A \ J �r EIE=643.94 IF 643.99 \ \ _._.. -" -- ._... t ,_ w r ,TE. �42.J.8 / \ /,' / N,. \ ,, DESIGNED BY APPROVED BY DATE w \ , - " -- €cs m W IE = 643.88 y, BDVC�:� _+E=644. t _... - _�� « _-__��� LKJ JPF 11/8/2012 _ W IE= 642.6$.. 8"0 PVC « « _ �' jM'� �' REVISION `- - \ as - -{«7--- ((« 8,,, I WATER PIPE _�- v+ „� „" „ `„ „ '•- „' `` - �-'' S`"' p r� � � NO. REVISIONS DATE BY w- 3 --� LINE CkSSUMED OM-COUNTY_101 ,w`Ft""PIPE- 25 A=15.22 ' TERRATEC PROJECT NO. '„ w 1 .Nr ,/ LR -3.178' / = 1205005 ENGINEERING LLC. / •„` i ��-158.49' WB] N2Y2 EVERGREEN BLVD., STE 205 a \ ` McCOLLISTER BOULEVARD = , SHEET No. OF C=314.13'CED- 12 TW.: M.M.M s- F CB=N72.33'04"E /� Td.: 282.3T/.8805 -Fac 2513]5.1858 ■ 1 C6 / ' ' 02008 TERMTEC ENGINEERING, LLG. D ,:,,•,;}E { I r,✓ z, is rt�� \, ;- -•am u \ * t v i , ... .. , A ltl t`.,I1}; I = 63393 1 / ✓ 4-t u EX ST H j f _ / i \ i t : t ��` EXIS��ST\IN'i)( � IE (SE) �45,661 (NW 6.4 \E (E&NY� SiF5.i6 j ff 1S/ I 63 % = . EXIST ST INTK \ TR = 650.55 �EIf{{rij'r{,{ `' ° / / i .. '\1.+.. `,'\•\ \': t ,-•" IE (NW) = 647.75 1 { f ff .-• q + }'�- DRAIN \, ,) \ `..... \ 'f 1 fl\it17lj, ;is y-f�•`�', ty t ;:\ \ IF �'j1` \A(� rEXISTtNGSAN MH eGl / ti c I r� Y „' -- !` 0&1 y\~ } TR'! 6§.1.21 I fffNi{?,(f R $ ifrr s y ~\.;` \ \ y a \ I fi w 1¢y�}� i IEIONl 6 &3841 \RA't<E rr \ ♦J`r> it ` �t� ( I 1{f 1711 ,J e , t)`f l / f.r _ -. ^� .. \ $ y 5 1 `•- \ i <;jEli}'t t ; r 1 r w \ \ ° EXIST INTK .. �. „ ........ r^ ✓•'`, \ �\ , ,+ l l 111 Illi t. 1/ / ' 1 {\ `\\,` \♦ ~1� �Y �1 _ _ I 5 34 r f i Iii?3lljl('I ?, r •<' \ f) jf { ` \ t `\ ,� \`\\ Y It A \ --,L-1- � � '_ � W&S = 646.1 ��\.,� f li+If f r •2...-3�-'`r J w ' \, % \ `\.. , \r, 1 1 • _ m SAN MH #1 RIM = 651.01 8"SIE = 639.11 12 \ � WARM STORAG 1 \ "F rJ't•{tt{ { / +'� ^r"`2 r ' ``• ) r �, " N IE = 639.01,/' BUILDING { ••-.... -_ -," ........-•••-.. \ f...- M7 UMu,¢ (10/18fllllrl/f 21it \, \ i Y, ..�i,� , E ,f \ `'`, \\,\ 1 \' ` {r ` ll (TO BE r• PROTECT EXISTING CONSTRUCTED MANHOLE LIDS & rRTED \ y \\ BY OTHERS) , i r, STRUCTURES P _"- )i}'tti �) t / { I}t % \.M1 a ✓ ; tf ti, , { 3 ° FFE=6 ZOO ,,; ! `•..` S j ` , f / 4}i!{}{{f 'd- J"•,.:'�� �,,., t• €MA€.. 1,~`f ` ff( {{{{ 1 l.r t ` t t!� `ir'r - •- I \ 07 IS/ If �) t \ f yftiG r �L i�� \ \}:}i�SZ'E H { _ t \ 1 ✓ 45�Ob' \ r.% r » \ r` EX. SAN M /• r 1 / \ _ At`I. PLUG IE = SAN MH #2IE = UNKNQWN / \ JItrj.14 1 1 "639 � b4_;' a RIM = 650.81 ?' 'j{r f. ro { \ `i r r ^�> \ t♦`[ S/E IE = 639.41 - / t ,�'1 r f+ f 0 i • Y ..£"" C„ • k -,.,� t 4 i / y,-- , W l i fffirlf{(.{{rf f 0 l t t �,,,...3 �, It �t2.\J tk\� -,.,� f : t�• !� ,,,,.° �� op N IE ® 639.31 "'I"' t ' 1 t Xts �i / t ,\ irts„ -•- ., ""`;1 / ' `f \, r EXISTING �Ii �(j�li!i;L`. � ji £ ��1' . . ";`� � f:•;Q-. , � L,,w,,, Y.r \ , ; �' � �„ r.1' I � i / / � i_.1 \ ✓,: el }til Tl! %t r - i �p1r' fIsll `3l t r i f r-. f A t t °: `\ R' n / t j;' lli'• "I# f { . t-` 100 Y l LAIN j �' r ' ? CONTR,�CTOR STAGING AREA t \ \ `, A 42.63 fllltlj I;lf' . "1 cs ; MOT 50 Y 1 EXISTING ` FXIST{NG T>J t ♦ ' BUILDING s:I{II•.1Y i t r/ .� n EL = 4 �2 r'r p-er J \ r` 1 .\ F/. �-- 11) GRAVEL TREES `J\ TREES WEST OF SITE J.}f'(l;,iT 1(Pt f;Vi.''iJr .ttj {,,.{)tfj•.ft�tit..if tf1lf'`rl({I •' ! i / -//l {r{4e^73• qc ��..tt✓✓sL -. j3{ {, \ ( ✓ LINE (BETWEEN „ i^» \ 1 PUBLIC WORKS &O 1 3g ANIMAL SHELTER) SHALL NOT BE r REMOVED WITHOUT / -6 PRIOR PERMISSION \ � \ `\ 1. ♦ a. ,,..\ \ �, \� ♦ ' ' ' _ r r ,f � {}}, ,31<r ; ., o a• . h .;,Fs° � ,:` Ct `\ r ��, � FROM OWNER. \ \ �a'�111 rllfJ / { 1 � `�" � \ �'•�.... � ..• .-.- `� � : \ ) k!J - �^ / ��' \`�'rfi�'�. \ �� \ ""`- r rr EXI<;t I': I.f�l,:j /r 1 i ..� (;� / .w-t��a^*�,,} ?,. '�'• •\ f { 'y \ '\) /. i \, f BUILDI w f`'v� `Z..r✓ i`s.,J� �\ \` \, j ; -.. i t I ' {f �" �' \ ? \ ^\ \.l I \ f {+ ) 0 _ > j{ t t . �'} \ i } Dl EKY 1✓; t r rr ` \ i \ �\ \ 00 `t `�'} �';:s � � � \' `f'�.r.7 t 7 %i J /`S-„�"y��'" �t "e.,,f y � � �{i}�'-. � •.� r(3�t i. � 4 � . « � ` ♦ ♦ l ` � / • f F -'_'`• 7 €' ;o f p ^ "4- t` f . : i \ \ \•`, ., l£rlf, fjf `�-..,.�-y. = `^ •,., .:'� r' �"` / � \d f,-„_,�,J'1'i' f `•. e.... if !'' {'• •tftr' t f h _ _ ..... _... . _tlrtflf f,'lff ir' 1 •"-,� L'. ( '' \ j'. t f"'?. "'"" (` j � L(y 1 { t, t I .�•. � {,§�, .,,,, ,« to x . -,.,,J j i t s, � � \^•- ,. { t f /-6 „ ,� i\ { , 11 } REMOVE TREESi►#D STUMPS \ \ \ ;l ljrr f 71 ) O f { c� a 'Sfst { s��f 1 j{ ; WITHIN BUBBLED AREA. TREES \ �f� ( / 3 % I ` 7 WEST OF SITE LINE (BETWEEN t \ \\ \ RAVEL PUBLIC WORKS & SHELTER) ° �? I ^ r f t t r' SHALL BE PRE-APPROVEDrFOR /♦ I � t' "s' 1 �. r3 > v f J1 J I l f"" l,r ^• -'' Z.. .� t rR (r J: G3 I € ! rr REMOVAL. . -/ , r I / �• I fr1/r s 13- / / { r ✓ ! I - _ j `ti +t ! rfr l / w t2..s.•' Y-• r \ � � , �� ; i . r,J -•. �, �, .-_ �, f / `� ♦ EXIST 12" F�S" W \ €� t a. RIM 't �, S" 1I :i1 ice♦ \ (t t\ 1 1 SAN MH #3 f{ \•^aa.• RIM a 649.76 t t "' _ �st`✓e ` \X y SILT FENCE, TYP IL 3 1 1 S/W IE = 641.06 DETAI { l l E l N IE = 640.96q k "^ { fjEXIST BEEHIVE IN TK`�1 `•. « _ �^ ` 53f -!, I c r ./ t } jr ` \` / TR = 641.99 .. .. --'"' `.:.� „�'..•,.```°'�^• _ e \ e a y,. ` r r I I f { T. -65z^- -•• ``' �,`• I . `\ r !.�: �IE 639.29 f , ( t• `•t�// / ....- ...,. Y ,�« ,ti ,,,.•- • SANTv,,,�.,,"•.y' "" ...."�"',`� .` "d�4 Y y"�" ; ,•.h ti� ~ { j { f t �l l ; } I I� flrr' `�' �`� \�`'`' "•• ^" I \ 1 ,i'\ / F }/r �// ^-.,• far`\ % \ ' r..V y .,� "` ..•, '-„ .,"M `-... e `•„ ,,.�+.. ,,.,. -�' �.�"", ",: `•`-` '•.. •'' ,�,•. •\ \�', f l 41. i f F `„ ...... --, ,� y` �`' ._` � .\ t I l } 1 I \• J"••.-«`-".. •:� ,,,, --,. ,«�`.".. .,.« { „" .,,• "„",• .,`,- `-„ `.- \ �, `\ ,'', i / % _ I t , r "„^,,"„' -+, ,y`•`•+.'•"`F, ."C"" *wT'--�,^C:^I IV �".,`." L \ \\ « r ,-• E 1 f ,1 flee.'" ti -" '.-- ..-..-\ \� S t I t ' O `� { 1 t It s r • \-,.,,,'^- .,,..� ,� �,. „y •,,.•"., LO I " r, h „i �+..`\•;� �� \\. ' r t i i ,� ' .i ; { + { " "- ""„��c•�'�.Z„�`... •,«, `'••.-... `y '••,\.�,�\ .. •``\ ' ! i% �"'s, i { { if s 1 `, `�. 1 AC'S'%,•. Jll � f i;1` �" `^�.., '.sY.,,, ",.,,`` • ,+, a ^^- ""`."`" '` "" `• ,' ",` -\ � x`\ '� \� �+ , ' I 1 ( i t~. r i ,� . �."„ Sgq« ..._ ........• "'\ \i ° 1 � t.`t•" ♦ \` � ', ,.,.,,,,, \, • ,•. • • "- � „� \ \ F\�,�.� �'- -•• /.�-. f \ -� .,,-, .--•.-•, \. `1-'.._, ter, •\ r '>>•` � ••. '•- "- f *,`, � \��\`,`:. � ;,,: 1 � `i'{ .. •" / TCKING P�1D � { { •... ,� ,,., _..- •s,sa--..... •- •: `; •"""' �,.�\l�\t _ y . lid (T,2WI�EX L011G� \ s t�SDETAIL 2 'mss . !� I �•� i \,\`..`'•.• `-,� «�., �••�'•...`\\ \ r { CS {r r� •--`• "�•..,, • r•✓ !s?�y��}i�,� \ - is is If r t f , €{ { l it I \€ '� \j (•,l.`(`^� ,,. `•- `- '' INLETPROTECTIO r \ ~��V•.,- ••„ • �_. '- ••.. - -,., . -., ..• y / , `r � _fir -{--ut�Eltl'�StA FILTER SOCK ft f 1 i s48 s' 7� .,,..-...-......-. PER SU I �z�.� r { €Fk. \ =✓%f I / i CTION 9040 _s=✓ -r ( r r 4 , `• .•.. \''' '^^ ..v "` •-.,`, •`-. `�``,". � J' 1 r • A .....••„ SATA~J -M H ..,., ..._. `"` .--•''ice . ,,.,. •.. ./i`/.fes" :. �✓/! J / \ �. t `'" ' �` "„"' -,^- ' h`"Y ". "` Y"•,.'^ .••.y"`` ,,,..,� •,.• ' \ r / t �\ y,,,•„ -,.,- -`.,,,, '•" • : � ,, yt7//{1 `,�,„•'.`..� :.."__:.._ .... _r.r•;,,• � •,,,'..ii/�'%'%//` i-' % f , i' � I ../ ^+."„ .,« `.,,1 -.� -'•"' ,«"-. ,� `• "" •-,. `'t s` �, « « > •,\',' " ti•R'+Rl •66ti- �; i'� Of '�f % % -'•' -i f1 ' '-,- 1, ••1 •\ �". „w. •4.-,1 .« "", ^-+.. « .,.4 ,"+. tel, r '`' �_ 'y, 1,\ ti -SAf+ M, 1#S IES t� /� / j op RIM= 65135-_ EX: SAN. PLUG -==_= -Rfly] _ 5$ \. / IE = 643.99 « 1 w « {♦ .. ------- IE y I j s EIIE 643.94 `� •"' 1 ,. ",`,` e -� •�'••. `�•,., y...,,,�' •,,.-,,. ,-�•�. ,., r . - -_ `'' .'"` - s5'! .., �^-.•E�E:� 042ja SAWCUT CONCR � -- \ _ /b IDEWALK, ADJUST TO NEXT / pVC 5iE . /' « W« = 643.88 OINT WEST, AS NIECES - - -�' W IE = 642.6'8\ 8"0 PVC cc 8�p1 WATER PIS _ _ -- _ _ t _$QdLLINE.BSSUMEP.RQM -----� GIS• SAWCUT PAVEMENT W= - R PIP- VVI SAWCUT CONCRETE SIDEWALK, f ADJUST TO NEXT JOINT EAST, •tiJ - AS NECESSARY PROPOSED CONDITIONS LEGEND CONSTRUCTION LIMITS (BASE AND - ALTERNATE BID LIMITS) xxxxxxxxxxxxxxxxx-xxxxx-xxxxxxxxxxxx- DEMOLITION/SAWCUT LINE SF SF SILT FENCE PAVEMENT REMOVAL GRAVEL REMOVAL 0 TRACKING Pr4D' .v Ba INLET PROTECTION co GENERAL LEGEND AND NOTES 1. SEE SHEET Cl FOR EXISTING CONDITIONS LEGEND AND NOTES. - - GENERAL CONSTRUCTION NOTES: 1. PROTECTION OF EXISTING FEATURES: CONTRACTOR SHALL PROVIDE NECESSARY PROTECTION DURING MOBILIZATION/DEMOBILIZATION, REMOVAL, UTILITY CONSTRUCTION, GRADING, PAVING AND CONSTRUCTION OPERATIONS TO PREVENT DAMAGE TO EXISTING FEATURES WHICH ARE TO REMAIN IN PLACE. ANY DAMAGE TO EXISTING ELEMENTS SCHEDULED TO REMAIN MUST BE REPAIRED TO THE SATISFACTION OF THE OWNER. NO EXTRA PAYMENTS SHALL BE MADE FOR SUCH REPAIRS. 2. PERMITS AND INSPECTIONS: CONTRACTOR SHALL OBTAIN ALL PERMITS FOR WORK AND COORDINATEIPAY FOR ANY INSPECTIONS REQUIRED BY THE LOCAL AUTHORITIES. COPIES OF THE PERMITS SHALL BE PROVIDED TO ARCHITECT AND THE ARCHITECT SHALL BE NOTIFIED OF ANY INSPECTION REQUIREMENTS AND DATESMMES OF SUCH INSPECTIONS. 3 SUMMARY OF WORK: CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOC REQUIREMENTS. UIREMENTS. WORK SHALL INCLUDE INSTALLATIONAINTENANCEIREMOVAL OF Q IM EROSION CONTROLS; SITE PREP INCLUDING PAVEMENT REMOVAL, UTILITY RELOCATIONSIMODIFICATIONS, ETC,; INSTALLATION OF NEW SANITARY, WATER AND STORMWATER SYSTEMS; SUBGRADE CONSTRUCTION/STABILIZATION (IN ACCORDANCE WITH SITE GEOTECHNICAL REPORT); INSTALLATION OF SIDEWALKS AND PAVEMENT (WITH ASSOCIATED PAVEMENT STRIPING), AND SEEDIFERTILIZERIMULCH. DISTURBED AREAS NOT PAVED SHALL BE VEGETATED. 4. ALL WORK TO BE COMPLETED IN CONJUNCTION WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 5. SEE ARCHITECTURAL PLANS FOR ALL BUILDING AND FUEL ISLAND DIMENSIONS/DETAILS. 6. SEE SITE GEOTECHNICAL REPORT FOR SITE PREPARATION, DEWATER (IF NECESSARY), SUBGRADE/PAVEMENT CONSTRUCTION, ETC. 7. SIGNAGE AND PAVEMENT MARKINGS: SHALL CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES". 8. CITY OF IOWA CITY DESIGN AND CONSTRUCTION STANDARDS AND PROCEDURES SHALL PREVAIL- 9. REVAIL9. CONTRACTOR SHALL ADEQUATELY PROVIDE TRAFFIC/PEDETRI/W CONTROL TO THE SATISFACTION OF THE CITY AND ARCHITECT DURING WORK WITHIN THE RIGHT-OF-WAY. EROSION CONTROL NOTES: 1. CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION. AREAS ARE TO DRAIN TO THE APPROVED STORM PLAN AT ALL TIMES DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 2. CONTRACTOR SHALL INSTALL SILT FENCE AROUND THE LOW SIDE OF ANY TEMPORARY SOIL STOCKPILES. 3. TEMPORARY VEGETATION SHALL BE OATS IN SPRING AND SUMMER. WINTER WHEAT SHALL BE PLANTED IN FALL AFTER SEPTEMBER 1 ST. 4. PERMANENT VEGETATION SHALL BE AS DESCRIBED ON THE FUTURE LANDSCAPE PLAN BY OTHERS. 5. EROSION CONTROLS A. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE IOWA DNR TECHNICAL GUIDANCE PRIOR TO OTHER CONSTRUCTION ACTIVITIES. B. INSTALL EROSION MAT ON ALL SLOPES EQUAL TO OR GREATER THAN 4:1. C. INSPECT AND MAINTAIN ALL EROSION CONTROLS DAILY. REPAIRS SHALL BE MADE IMMEDIATELY. D. NATURAL PLANT COVERING SHALL BE PRESERVED AND PROTECTED. E. THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED DURING DEVELOPMENT AND KEPT TO AS SHORT A DURATION OF TIME AS IS PRACTICAL. F. ALL DISTURBED GROUND LEFT INACTIVE FOR TWO WEEKS DURING THE EXCAVATION OR CONSTRUCTION PROCESS SHALL BE STABILIZED BY MULCHING OR COVERING. G. ALL SOIL OR DIRT STORAGE PILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL SHALL BE PROTECTED FROM THE FORCES OF EROSION. H. IF NEEDED, TEMPORARY SEDIMENT BASINS SHALL BE CONSTRUCTED AND MAINTAINED ON ALL DRAINAGE WAYS TO TRAP AND REMOVE AND PREVENT SEDIMENT AND DEBRIS FROM OCCURRING. I. ALL WASTE AND UNUSED BUILDING MATERIALS SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. J. PROVIDE ACCESS DRIVES AND PARKING AREAS OF SUFFICIENT WIDTH AND LENGTH TO PREVENT SEDIMENT FROM BEING TRACKED ONTO PUBLIC ROADWAYS. ANY SEDIMENT REACHING A PUBLIC ROADWAY SHALL BE REMOVED (NOT FLUSHING) BEFORE THE END OF EACH WORK DAY. K. ALL STORM DRAIN INLETS SHALL BE PROTECTED WITH A STRAW BALE, FILTER FABRIC OR EQUIVALENT BARRIER. L. EROSION CONTROL MEASURES SHILL BE MAINTAINED ON A CONTINUING BASIS UNTIL SITE IS FULLY STABILIZED. M. STREET SWEEPING SHALL BE PERFORMED AS NECESSARY TO MAINTAIN THE PUBLIC STREETS, SIDEWALKS, AND PARKING LOTS FREE OF DUST AND DIRT. 6. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 30 DAYS OF INITIAL GROUNDBREAKING OR WITHIN 7 DAYS OF ACHIEVING FINAL GRADE, SITE PREPARATION NOTES: 1. CONTRACTOR SHALL STRIP TOPSOIL FROM AREAS TO BE GRADED IN ACCORDANCE WITH SITE GEOTECHNICAL REPORT PRIOR TO GRADING ACTIVITIES. TOPSOIL NOT REUSED SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS. 2. SEE SHEET CS FOR EROSION CONTROL DETAILS. 3. CONTACT RESPECTIVE UTILITIES PRIOR TO EXCAVATION ACTIVITIES AND REMOVAL/RELOCATION OF UTILITIES. REMOVAL/RELOCATION OF UTILITIES SHALL BE PERFORMED IN ACCORDANCE WITH EACH UTILITIES REQUIREMENTS TO THEIRS & OWNERS APPROVAL 4. TREE AND VEGETATION REMOVAL - REMOVE TREES SHRUBS PLANTS CROPS AND OTHER ABOVE -GROUND VEGETATION FROM AREA TO BE PAVED/MODIFIED. EXCAVATE STUMPS, ROOTS, AND OTHER ON -GROUND VEGETATION OR ORGANIC DEBRIS AND REMOVE TO A MINIMUM DEPTH BELOW EXISTING GRADE OF 36 INCHES FOR STUMPS AND 8 INCHES FOR ROOTS, AND OTHER VEGETATIVE OR ORGANIC DEBRIS. 5. PAVEMENT REMOVAL - SAW CUT AREAS OF PAVEMENT REMOVAL TO THE NEAREST JOINT. REMOVE ALL BASE MATERIAL WITHIN 12 INCHES OF FINISH GRADE IN AREAS OUTSIDE OF AREAS TO RECEIVE NEW PAVING. 6. SUBGRADE CONSTRUCTION TO BE PERFORMED AS SPECIFIED BY SITE GEOTECHNICAL REPORT. 7. DEMOLITION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 8. DISPOSE ALL DEMOLITION/REMOVALIVEGETATIVE DEBRIS MATERIAL OFFSITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AT CONTRACTOR'S COST. 9. MAINTAIN ALL UTILITY SERVICES TO BUILDINGS AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE OWNER. 1. SEE SHEET C6 FOR CONSTRUCTION SEQUENCE t �c MFCOLLISTER BOULEVARD _ - F YDRANT TO BE /> 4 9 \ �� -�,`- ♦ \.\ RELOCATED �' \ �Y. ;«.' �` 1•... \,. i SEE $HEETC4 REMOVE CURB/GUTTER INLET PROTECTION (82 LINEAL FEET) FILTER SOCK _ - PER SUDAS SECTION - - - _ _ ROW LINE (ASSUMED FROM COUNTY_GIS� _ _ SCALE IN FEET 9040. 40' 0 40' / _ I51 I EI_ f Eft SfTE3 ` �! I `< �• 't �! } i i w \ \ \ -\ f^ i l �...••. '' .•„ -''l ' t %, \ EX. SAN MH \• �....• f 1., SAN MH #2 / t,,,,,.3 IE UNKNOWN ,J" '.'. „ , r RIM - 650.81 1 / �" ",. „.,,,••- j f `.., ,_......_ F� �� _ ` \, �„ .,,, •,., SM IX' S/E IE - 639.41 . �� I 1 e ^-.3-•- w _ ; __ -PLUGIE,�.: 1 t N IE - 639.30 M„ .....,,•• , \ t 1\il��\\ ii L 7/ ! •= _ 639.64 1' ` ,-, ...,E ,i \,� ~ ` / �''; 4 i ; ; � --, }}` i� �, fffil !} ),� �..�'le t � l� i 1; �,, --'' ✓j _ , \ 100 Y? 4P FL OD IIPLA N --1 ..• � ♦ \ APPROX.. 1" .- 61, 2.63 i / fill/ i � ; f I ,140TE: 500 YEAR..rLOOD t� �" - `'Jl�l • i y1;, �f � �,, v ; N i /645.22} GRAVEL ♦ i \,\ IfIle \♦, t �\ e f \ f S \ ' f / l 1 ( I � ( ✓ �#{I r r i 1 If,,� �J � •. i �f 1t j '< �, { � •) } i 1 � ^- _t11(f Iji j jj� F/r i if �, ..•. /' 1 l/ ... w \� �„ J i \� �� y � 1 i / l � r i r I f i f � i j \ `� 00 \ ll fit r L \ i (? -'S ♦+ tf / � � f � ` � / 1 � i. 1 t i� rr f f `• it "-• "" 33 � { f "" ' i o' f 1' / { �`` `` I '� "'", / ''' l r `i '\ J ♦ j '1 4> f AREA TO BE GRADED OUT TO u °`3 /✓�',,, ♦6y '� `� I I ? ACCOMODATE GRAVEL DRIVE f •^. / GENERATOR.0 ELECTRICAL RACK LOCATION ; # - i ? E,,.:.,. ."-`,..•• r '"'. ,., / ♦•. .,,- / I ,.fig. SEE ELECTRICAL DRAWING't> , .••`• - ❑ / "' i r' f ....• \ i 1` u`�, r r- P `648.63 L ,I UARD RAIL ) i. --� F FUTURE BUILDIN I t,,, ........... -. .i i1 1 It iS„EE DETAIL C4 kv I } 1 , C 1( a 648. C'f' 648.85 # f `ffi`T , i� / `\. ♦ i -.- .-• \ --EXIST { --FE-S- ^,• ,,.+ ;` \ 3 ` tJ \ ` i 'Ip° 1 f`� Ibr 6c3s qa- ...y '.'..a^r+..-.,.... „�•.`� ••��•••,. b""" ,.,. „-,. M N,........... / E <� I I f i d \ 1 . • ,,` 40 4 -4 I. ,`,."•,_,,,^'^^` .^ : `'" „�" "-.�.,.` .w_ ",•.', ,,_,- e"" . ",. •"•.; 1 y ,,.,.,.,,.-.,.. _ J .�- 47:50 PIPE EN? -WALL AND APRON Q �`7SEE DETAIL 1 -6415 d f f? SAN MH *3 ff dt RIM - 649.76BEEHIVE INTK c 641.99rOAVNrSPOU� CONNECTION f.O S/W IE - 641.06 TAIL N IE - 640.96 339.29 649.0 r FiJ`a• '•- -•,. '♦�.• _``ti s 1 s O \ \/ \ -.,, "' „•- .,, ` •„'•,,.". +a t �.. 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"'� ..� YY �" -., E IE 644.68 Y,�t .... ...-.{3•^• •'' " - G"'i•••� ff } / „� •.,` .� t ,,,... __?^_ _;:"..,_ --... ...•• ...... � 4 w _ ,-,� � ti-^ `� 6 W IE - 644.48 � •.,... � f l �... \ � �•. � .,�' � �``��.```ti•..w,�_ ^�7 � � w ..,,w ��, ."'••,,,,,,"•.,,, ~ ate-. � '••.. -, a Y ••...._ �...... ",...,. ...._ -.. Sf t .,, _ ,,,��. L _,,. ,.., ..�.... • F ,.:"'} ,,,, ..� / �//'!r �•� "" =•rli f � � ,,• £ i ~ \ ' -•..'` •-,.`' w. "`- „w „`•••..,,�•.,, �`^-'";'w,,,•`•^•., / t I MATCH EXISITNAVEMENT ADJ TCH ~~' w `\. ` f/ .43; ...w •.�. �' ....... ".'�..,.. ' •-., r^ i " ` .,..w -w /�,/I%�f Www_ / f e r ...`` ' .-.. ww,.,'` ••,•,,, ""`"••,,,•, "-•,,,. `\,. 1 �n { LINE WEST T DINT AS NEED .....:.f ``5�N MFF#4 `` .s*<� 1 - '^ -a,, i ..!.•- W`. `w //f/ s' �, ."" ♦.., , '�.. ` -`--Y.,•, "` w ,,..`^•- •,,,•.,,,'+'w ``, ? .,..,�.• E'y..,,• Z - l`" 651.91 �.RII`� r-6513$ "--•. { -i �,S fsS9--•.,-`.......... "•"....,....`". ••" .." "'` "''�/ •/ s'�/ f \ ,,,..ate.. 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E•dE 642.78 \ "._ ...-• - rl ••.. ••.,. ` "•.. -.. -.•,.. •.,, w \ CURB/GIFITER a P PAVEMENT "•-••,..""•.•,.... .- K ..................._ "•^"`'•~" "'" "„'`' ••,. ` `" -•""` "` "` `" "^,. •w "`•••,.,,y �f~'- # �'" <t's •,, 42'. 8 -•w. `'--•.` .,,,meq" "" ate.. "". `` "` -•.�' "" ".. �" f �'-v.`•..``• ^- " NEXTJOINT, W IE - 642.68 (` t w w -•,, w ,� , ,� URB/Gl1TTER jJlAgf.H,L(NE E(�STTO ` ","--• .,, \..,A ,,, ; ,,,, •... "•.. .,,, • -•., -,. `. DRIVEWAY E NCE 650. .,,,�..,,,. _..- ._ 3r""••-..,,«�•..... J ...._.••.,. ... •.,,_,_ w �•�'^^.•.,..,.,,..t ` ,._,..._............... .:.............�� iC-^-._.......-�. "•, ti ti "` •-„`' „F."^ " w „' •,,. `." ,,.. -.. \ ..": ^-` (IX GUTTER LI "•"-,• DED..._ �'�'^-�•�..,",•-- ' .^•-- / "IV LINE -••- --...,.'..""••••,.,,,., 1.•.``" F` -w w „� �-«. ,�`.,,•.. •... „� •-•.. w •.,,�, `"�'--�,.- SEE DETAIL '-•,.� 44s 1. V `"".••- I,- - ",• .,--w�,.,," �•... .,,,.- ti `•- ,� .,,,.'--.. "'",,,,,• ~ ^•. \. '^, :, WIDEN CURB AS NECESSARY 650.72 ~~�`�"' Sri'„",•-•-..,.,,.., �. "- •- -'-•-_'". .` ' _ _ ...._.� -, ". "-'" " -•,.,,,,.,• .i.<7'' "w,.,,•,,,,,.-- / / •.,, w -,. „ .,-. ,� ,,,,. ", `....•`'•-•,.,,,., '`",,,,.,,. <s 1 TO KEEP VALVE OUT OF CURB. (IX TOC) ^••,..,,. 1�s--•,,,,,.,•,,,,,,,, F ............. ......-- W` ,_••,.... E �,•- CIT TO PRE -APPROVAL 4 ,`.,•- `, �,. a jt-'„`..•-•",.. ,! "` j `' `ti.•„ •" `•„ " , w.." --...,Y w ..,.,w f !'�"^,..' IELI CHANGES PRIOR TONY A� 49---•,._,,.,•.,,,..._ ��,t,---•..,...,,,,_.•........ T .. .__...__.....__....._.-�•w..-.r..'�'=..._:_.........••i--•..... ^-. ^„,,,,„'"''`~'.•,,, '� .,""`•,-..-.,F "".,••-.., ""' a "-.-. MATCH EXISTING CURB/GU1TEY"R`"^�._. 4°i-�".•-.• (j ,,,,,,,,w ..,,,���,,,, 1 "•",..,,,," ,� I "s .,,• w „q w •' .",.'.�. 5,,,� w ",...IPE NSTRUCTION. MATCH EXISTING PAVEMENT=""�"----....b„,. "E'"•....._......... Er4d ...,............'y> ...:. '"" `TE -R P 011le-_ .Jf},..✓�.n,� `""--,'`�+•,..,,ti-.•„a"',� "•--'�.^+`�`4',?"..,•..'+�:a' '••�.'``.`...j�-M F l! `\ / = J•'.=�...-^-="m`.-..y--,^_•... // J .". \ •w "` ,�., --. `^" a.""``."'`o .•.,.` w e°e.," .. ,•" ZS`.,,,.,,, 4 Ac,Lei...- „!"p, <�, 1'"f I� �+•-.. Y++ ♦. � dCOLL STER BOULEVARD PROPOSED CONDITIONS LEGEND SILT FENCE 780 GROUND CONTOUR ------------- BREAK LINE EDGE OF PAVEMENT O STORM MANHOLE ® SANITARY MANHOLE C HYDRANT W WATER VALVE ® INLET PROTECTION CONCRETE PAVEMENT n PAVEMENTJOINT GENERAL NOTES 1. SEE SHEET Cl FOR EXISTING LEGEND AND NOTES. GRADINGIPAVING NOTES 1. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. PARKING LOT AND SIDEWALK ELEVATIONS ARE TOP OF PAVEMENT GRADES. SEE ARCHITECTURAL PLANS FOR ACTUAL FOUNDATIONS, BUILDINGS, AND FUEL PAD DIMENSIONS. 2. CONTRACTOR SHALL VERIFY ALL GRADES, MAKE SURE ALL AREAS DRAIN PROPERLY AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO CONSTRUCTION. ANY CONNECTIONS MADE AFTER CONSTRUCTION COMMENCEMENT, SHALL BE MADE AT CONTRACTORS COST. 3. CONTRACTOR SHALL PERFORM CONSTRUCTION IN ACCORDANCE WITH IOWA CITY AND IOWA DOT STANDARDS. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 4. CONTRACTOR SHALL PROTECT INLETS AND ADJACENT PROPERTIES WITH SILT FENCING OR APPROVED EROSION CONTROL METHODS UNTIL CONSTRUCTION IS COMPLETED. CONTRACTOR SHALL PLACE SILT FENCING AT DOWNSLOPE SIDE OF GRADING LIMITS. 5. SEE BUILDING PLANS AND/OR GEOTECHNICAL REPORT FOR ANY SPECIAL EXCAVATION AND FILL REQUIREMENTS. 6. LIMIT OPERATIONS TO THE PROJECT 7. REMOVE AND REPLACE OR RESTORE ALL STREET SIGNS, PAVEMENT MARKINGS, SIDEWALKS, CURB/GUTTER, OR OTHER SURFACE STRUCTURES REMOVED OR OTHERWISE DAMAGED DURING CONSTRUCTION. SIDEWALKS SHALL BE REMOVED AND REPLACED TO NEAREST JOINT BEYOND CONSTRUCTION AREA- B. REA8. PROOF -ROLL SUBGRADE WITH A MINIMUM 25 TON C.V.W. TRUCK TO IDENTIFY AREAS OF SOFT OR UNSTAGLE SUBGRADE UNDER THE SUPERVISION OF OWNER/ARCHITECT. SOFT AREAS SHALL BE REMOVED/REPAIRED TO OWNER/ARCHITECT SATISFACTION. 9. GRANULAR SUBBASE FOR PAVEMENTS SHALL MEET THE LIMITS OF GRADUATION NO. 11 OF THE IOWA DOT STANDARDS. 10 LANDSCAPE PLAN PREPARED BY OTHERS. 11. UTILITY TRENCHING - REMOVE PAVEMENT, CURB, GUTTER, SIDEWALK, DRIVEWAY AND OTHER SURFACES WITHIN THE MAXIMUM TRENCH WIDTH. SAWCUT PAVEMENT TO A MINIMUM DEPTH OF 6 INCHES PRIOR TO REMOVAL. REMOVE SURFACES TO THE NEAREST JOINT. AFTER UTILITY CONSTRUCTION COMPLETION, RESTORE PAVEMENT, CURB AND GUTTER, AND SIDEWALK TO ORIGINAL CONDITION OR BETTER 12 ALL FILLING TO BRING GRADE UP TO DESIGN GRADE SHALL BE DONE USING CLEAN WELL GRADED GRANULAR FILL. CONTRACTOR SHALL COMPACT THE MATERIAL IN 8" LOOSE LIFTS TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. CONTRACTOR SHALL CONSTRUCT SLOPES TO ACHIEVE SAFE SLOPE STABILITY FOR THE MANNER INTENDED TO BE UTILIZED. 13. CONTRACTOR SHALL PERFORM SUBGRADE DENSITY TESTS AT THE OWNER/ARCHITECTS REQUEST. PCC PAVEMENT NOTES 1. MINIMUM PAVEMENT STRUCTURE TO BE VERIFIED BY QEPTECHMAL ENGINEER (NOT TERRATEC ENGINEERING): CD ^' PAVEMENT '✓ 8"CONCRETE 8' CRUSHED STONE c-.. O SIDEWALK 5" PORTLAND CEMENT CONCRETE ABOVE 6' OF CRUSHE�AGGREGATE BASE COURSE. - 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH BF 4,000 PSI AT 28 DAYS WITH 6.5%+/- 0.5% AIR ENTRAINMENT. LIMESTONE AGGREGATE SHALL HAVE 1.5 INCH MAXIMUM SIZE. 3. MATERIALS AND CONSTRUCTION OF PCC PAVEMENT SHALL MEET THE REQUIREMENTS OF IOWA IDOT STANDARD SPECIFICATIONS. 4. SIDWALKS - PLACE EXPANSION JOINTS WHERE WALK MEETS OTHER WALK, BACK OF CURBS, FIXTURES OR OTHER STRUCTURES. SIDEWALK CONSTRUCTION JOINTS SHALL BE SPACED A MAXIMUM 5 FEET CENTERS. MINIMUM CROSS SLOPE OF 2%. 5. CURBS SHALL BE CAST INTEGRAL WITH CONCRETE PAVEMENT. EDGES SHALL BE ROUNDED BUT NOT ROLLED. 6. CONTRACTOR SHALL PEFORM CONCRETE TESTING AT THE OWNER/ARCHITECTS REQUEST. SIGNAGE & PAVEMENT MARKING NOTES 1. SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES'. 2. ALL PAVEMENT MARKING SHALL BE PAINTED WHITE USING FAST DRY TRAFFIC LANE MARKING PAINT (AND INSTALLATION) CONFORMING TO IOWA DOT STANDARD SECTION 4183. PAVEMENT JOINT NOTES 1. TYPICAL JOINT SPACING FOR PAVEMENT SHALL BE 12' OR LESS WITH MAXIMUM SPACING OF TWICE THE PAVEMENT THICKNESS WHERE IRREGULARITIES ARE ENCOUNTERED. 2. JOINTS SHALL BE [DOT TYPE C JOINTS UNLESS INDICATED OTHERWISE. INSTALL IDOT TYPE KD OR TYPE LD JOINTS AT ALL COLD JOINTS BETWEEN POURS. 3. 3/4 INCH PREFORMED FOAM EXPANSION JOINT MATERIAL SONOFLEX F BY SONOBORN OR APPROVED EQUAL SHALL BE PLACED BETWEEN NEW PAVEMENT CONSTRUCTION AND THE FACES OF BUILDINGS, STOOPS, EXISTING SLABS, AND OTHER PERMANENT FIXTURES. JOINTS SHALL BE SEALED WITH A SELF -LEVELING PULYURETHANE SUCH AS SONOLASTIC SL -1 OR APPROVED EQUAL. 4. INSTALL 1/2 INCH EXPANSION JOINTS AT ALL POINTS WHERE SIDEWALKS ARE INSTALLED ADJACENT TO OR ABUTTING PAVEMENT. 5. ALL JOINT SHALL BE IN ACCORDANC3E WITH IOWA DOT STADARD ROAD PLANS RH-50, RH-51 AND RH-52. TRAFFIC CONTROL NOTES 1. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFICE/PEDETRIAL CONTROL AND WORK SITE SAFEY. TRAFFIC CONTROL SHALL MEET THE STANDARDS FOR WORK ZONE TRAFFIC CONTROL DEFINED IN THE CURRENT EDITION OF PART VI OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." 2. NOTIFICATION OF ROAD CLOSURES AND UTILITY INTERRUPTIONS IS REQUIRED TO THE CITY 7 DAYS IN ADVANCE. 3. TRAFFIC SHALL BE MAINTAINED AT ALL TIMES WITHIN THE PUBLIC STREETS AND ACCESS TO THE SITE MAINTAINED AT ALL TIMES. 4. TRAFFIC CONTROL DEVISES SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE CONTROL. ---- SCALE IN FEET D' 0 30' 'The Information shown on this drawing concerning type and location of underground utilities Is not guaranteed to be accurate or all Inclusive. The contractor Is responsible for making his own determinations as to the type and location of underground utilities as may be necessary to avoid damage thereto." GENERATOR & ELECTRICAL RACK LOCATION SEE ELECTRICAL DRAWINGS PIPE ENDWALL AND APRON SEE DETAIL HYDRANT & VALVE ASSEMBLY (BASE BID) SEE DETAIL /7\ CONTRACTOR TO MAINTAIN A MIN. 18" CLEARANCE BETWEEN PIPES BOTH HORIZONTALLY AND VERTICALLY. BEND WATER BELOW STORM USING 45' BENDS, IF NECESSARY. TRANSFORMER PAD SEE ELECTRICAL FLAN FOR DETAILS CONTRACTOR TO MAINTAIN A MIN. 18" CLEARANCE BETWEEN PIPES BOTH HORIZONTALLY AND VERTICALLY. BEND WATER BELOW STORM USING 45' BENDS, IF NECESSARY. PIPE STUB 18"0, L-50'00.3% IE - 644.83 SAN IE - 641.92 (DESIGN) ST IE - 644.81 y`. tvATE McCOLLISTER ROW i ... l NIE (ASSUMED PROPOSED CONDITIONS LEGEND SF SF SILT FENCE Vh 1N-- WATER PIPE - SAN SANITARY SEWER PIPE ST ST STORM SEWER PIPE O STORM MANHOLE ® SANITARY MANHOLE N �^( HYDRANT C"i N �] � u 9 D4 WATER VALVEt� =;c ® INLET PROTECTION =fir 1, -9 Y M W GENERAL NOTES SEE SHEET Cl FOR EXISTING LEGEND AND NOTES. GENERAL UTILITY NOTES 1. ALL EXISTING UTILITIES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF EXISTING UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT "DIGGERS HOTLINE" FOR LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION AND SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES FROM ANY DAMAGE DURING CONSTRUCTION. REPAIR OF ANY UTILITY DAMAGE SHALL BE PERFORMED AT CONTRACTOR'S EXPENSE. 2. LENGTHS OF ALL PROPOSED UTILITIES ARE TO CENTER OF STRUCTURES OR FITTINGS AND MAY VARY SLIGHTLY FROM PLAN. LENGTHS SHALL BE VERIFIED IN THE FIELD DURING CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY ALL ELEVATIONS, LOCATIONS AND SIZES OF SANITARY, WATER AND STORM LATERALS AND CHECK ALL UTILITY CROSSINGS FOR CONFLICTS. NOTIFY OWNER PRIOR TO PROJECT COMMENCEMENT, IF A CONFLICT IS FOUND AFTER PROJECT COMMENCEMENT, NOTIFY OWNER IMMEDIATELY AND ANY REWORK SHALL BE PERFORMED AT CONTRACTOR'S COST. 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVALS FOR UTILITY CONNECTIONS, INTO EXISTING SYSTEMS, FROM GOVERNING JURISDICTIONS. SUBMIT APPROVALS TO OWNER PRIOR TO CONSTRUCTION COMMENCEMENT. 5. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF IOWA CITY STANDARD SPECIFICATIONS AS APPROVED BY THE IOWA DNR. 6. SITEWORK UTILITY CONTRACTOR SHALL EXTEND UTILTY LINES TO WITHIN FIVE FEET OF BUILDING AND CAPPED FOR CONNECTION BY BUILDING UTILITY CONTRACTOR. 7. ALL EXCAVATIONS SHALL BE PROTECTED WITH SAFETY FENCE, BARRIERS OR BARRICADES IN ACCORDANCE WITH OSHA. 6. STORM SEWER SPECIFICATIONS A. PIPE - PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP). RCP PIPE SHALL MEET THE REQUIREMENTS OF ASTM, CLASS III (MINIMUM) C-76 WITH RUBBER GASKETJOINTS CONFORMING TO ASTM C-443. B. MANHOLES - SHALL BE CONSTRUCTED IN ACCORDANCE SHEET CS MANHOLE DETAIL. ALL PRECAST INLET UNITS SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF AASHTO DESIGNATION M 199. ALL MANHOLES SHALL BE INLETS WITH GRATES. PIPE OPENINGS SHALL BE PROVIDED WITH FLEXIBLE CONNECTIONS DESIGNED TO PRODUCE A POSITIVE WATERTIGHT CONNECTION AND SHALL MEET ASTM C923. THESE CONNECTIONS SHALL BE A-LOK PRODUCED BY A-LOK PRODUCTS INC. OR EQUAL GRADE RINGS SHALL CONFORM TO ASTM C478. PRIOR TO BACKFILLING, LIFT HOLES SHALL BE FULLY GROUTED OR PLUGGED. C. PRECAST REINFORCED BASES - SHALL BE PLACED ON A BED OF MATERIAL AT LEAST 6 INCHES IN DEPTH, WHICH MEETS THE REQUIREMENTS OF GRANULAR BACKFILL. THIS BEDDING SHALL BE COMPACTED AND PROVIDE UNIFORM SUPPORT FOR THE ENTIRE AREA OF THE BASE. D. STRUCTURE STEPS - SHALL BE NEENAH R -1980-J, DEETER 1606 OR EQUAL; 16 INCH C -C MAXIMUM SPACING; PROJECT A MINIMUM CLEAR DISTANCE OF 4 INCHES FROM THE WALL AT THE POINT OF EMBEDMENT; MINIMUM LENGTH OF 10 INCHES; MINIMUM WALL EMBEDMENT OF 3 INCHES; AND BE CAPABLE OF SUPPORTING A CONCENTRATED LOAD OF 300 LBS. FERROUS METAL STEPS NOT PAINTED OR TREATED TO RESIST CORROSION SHALL HAVE A MINIMUM CROSS SECTIONAL DIMENSION OF 1 INCH. ALUMINUM SURFACES TO BE IMBEDDED IN CONCRETE SHALL BE GIVEN ONE COAT OF SUITABLE QUALITY PAINT, SUCH AS ZINC CHROMATE PRIMER CONFORMING TO FEDERAL SPECIFICATION YY -P-645 OR EQUIVALENT. STEPS OF APPROVED POLYPROPYLENE PLASTIC COATED REINFORCEMENT BAR ARE ACCEPTABLE. E. ALL BAR STEEL REINFORCEMENT SHALL BE IMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE SHOWN OR NOTED. F. BACKFILL AND BEDDING - STORM SEWER SHALL BE CONSTRUCTED WITH GRAVEL BACKFILL AND CLASS B BEDDING IN ALL PAVED AREAS AND TO A POINT 5 FEET BEYOND THE EDGE OF PAVEMENT. TRENCHES RUNNING PARALLEL TO AND LESS THAN 5 FEET FROM THE EDGE OF PAVEMENT SHALL ALSO REQUIRE GRAVEL BACKFILL AND CLASS B BEDDING. LANDSCAPED AREAS MAY BE CLASS C BEDDING WITH COMPACTED SPOIL BACKFILL CONFORMING TO SUDAS. ALL BACKFILL/BEDDING SHALL BE COMPACTED BY MECHANICAL MEANS. G. FIELD TILE CONNECTION - ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE INCLUDED IN THE UNIT PRICE(S) FOR STORM SEWER. TILE LINES CROSSED BY THE TRENCH SHALL BE REPLACED WITH THE SAME MATERIAL AS THE STORM SEWER. H. STORM SEWER SERVICES SHALL TERMINATE WITH REMOVABLE, RUBBER COMPRESSION GASKETED PLUGS. I. LATERAL TERMINUS - SHALL BE MARKED WITH A 2"X4" HARDWOOD TIMBER EXTENDING FROM THE TERMINUS TO 2 FEET ABOVE GROUND, PERPENDICULAR TO GROUND SURFACE. THE TIMBER SHALL BE PAINTED RED. J. SEPARATION - STORM LINES SHALL BE A MINIMUM OF 10 FEET FROM WATER LINES RUNNING PARALLEL. AT CROSSINGS, A MINIMUM 18 INCH SEPARATION (FROM THE OUTSIDE DIAMETER OF PIPES) MUST BE MADE WITH A FULL 20 FOOT SECTION OF GASKETED PIPE CENTERED OVER OR UNDER WATER LINE. 7. SANITARY SEWER SPECIFICATIONS A. PIPE - SANITARY SEWER PIPE MATERIAL SHALL BE POLYVINYL CHLORIDE (PVC) MEETING REQUIREMENTS OF ASTM D 3034, SDR -35, WITH INTEGRAL BELL TYPE FLEXIBLE ELASTOMERIC JOINTS, MEETING THE REQUIREMENTS OF ASTM D-3212. B. MAHNOLE - SHALL BE PRECAST AND CONFORM TO ASTM C478. JOINTS SHALL MEET C990. PIPE OPENINGS SHALL BE PROVIDED WITH FLEXIBLE CONNECTIONS DESIGNED TO PRODUCE A POSITIVE WATERTIGHT CONNECTION AND SHALL MEET ASTM C923. THESE CONNECTIONS SHALL BE A-LOK PRODUCED BY A-LOK PRODUCTS INC. OR EQUAL PRIOR TO BACKFILLING, LIFT HOLES SHALL BE FULLY GOUTED OR PLUGGED. WATERPROOFING SHALL BE FIELD APPLIED. C. CHIMNEY SEAL - MANHOLES SHALL HAVE AN INTERIOR CRETEX MANHOLE CHIMNEY SEAL (OR APPROVED EQUAL) THAT SPANS FROM THE CASTING RING TO THE CONE SECTION. D. SPACERS - GRADE RINGS MEETING ASTM C478 SHALL BE USED TO ADJUST MANHOLE FRAME ELEVATIONS. E. CONNECTIONS - ALL LATERAL CONNECTIONS SHALL BE FABRICATED WYE CONNECTIONS AND ALL RISER CONNECTIONS SHALL BE FABRICATED TEE CONNECTIONS. F. SANITARY SERVICES SHALL TERMINATE WITH REMOVABLE, RUBBER COMPRESSION GASKETED PLUGS. G. LATERAL TERMINUS - SHALL BE MARKED WITH A 2 BY 4 HARDWOOD TIMBER EXTENDING FROM THE TERMINUS TO 2 FEET ABOVE GROUND, PERPENDICULAR TO GROUND SURFACE. THE TIMBER SHALL BE PAINTED GREEN. EACH LATERAL SHALL BE PROVIDED WITH A WATERPROOF AND LEAK PROOF STOPPER OR CAP SUBJECT TO APPROVAL OF THE CITY.. H. BEDDING AND COVER MATERIAL - BEDDING AND COVER MATERIAL SHALL BE SAND, CRUSHED STONE CHIPS OR CRUSHED STONE SCREENINGS CONFORMING TO SUDAS. MINIMUM BEDDING OF 6 INCHES OF CRUSHED STONE 1. BACKFILL - BACKFILL MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE SUDAS. GRAVEL BACKFILL IS REQUIRED IN ALL PAVED AREAS AND TO A POINT 5 FEET BEYOND THE EDGE OF PAVEMENT. TRENCHES RUNNING PARALLEL TO AND LESS THAN 5 FEET FROM THE EDGE OF PAVEMENT SHALL ALSO REQUIRE GRAVEL BACKFILL. J. COMPACTION OF BACKFILL - ALL BACKFILL SHALL BE COMPACTED BY MECHANICAL COMPACTION AS SPECIFIED IN SUDAS. AT THE END OF THE WORKING DAY, OPEN EXCAVATIONS SHALL NOT EXCEED 25 FEET IN LENGTH AND SHALL BE BARRICADED OFF OR STEEL PLATED. K SEPARATION - SANITARY LINES SHALL BE A MINIMUM OF 10 FEET FROM WTER LINES RUNNING PARALLEL. AT CROSSINGS, A MINIMUM 18 INCH SEPARATION (FROM THE OUTSIDE DIAMETER OF PIPES) SHALL BE MADE WITH A FULL 20 FOOT SECTION OF GASKETED PIPE CENTERED OVER OR UNDER WATER LINE. L. INSPECTION & TESTING - ALL SEWERS AND MANHOLES WILL BE LAMPED AND VISUALLY CHECKED FOR LEACKAGE PRIOR TO ACCEPTANCE. ALL SEWERS WILL BE AIR -TESTED USING CURRENT ASTM STANDARDS PRIOR TO ACCEPTANCE. ALL TESTS SHALL BE COMPLETED AFTER BACKFILL IS COMPLETE. A DEFLECTION TEST WILL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS RUN WITH A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE AND THE TESTS WILL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 8. WATER MAIN SPECIFICATIONS A. MATERIALS, CONSTRUCTION, AND TESTING SHALL BE IN ACCORDANCE WITH IOWA CITY WATER SPECIFICATIONS. B. PIPE - WATER LINE SHALL BE DUCTILE IRON PIPE MEETING THE REQUIREMENTS OF AW WA Cl 51. PIPE SHALL HAVE AN EXTERIOR BITUMINOUS ENAMEL COATING AND A STANDARD CEMENT MORTAR LINING IN ACCORDANCE WITH AWWA C104. C. JOINTS - NITRILE GASKET MECHANICAL JOINTS. LEAD JOINTS ARE NOT PERMITTED. D. FITTINGS -SHALL CONFORM TO ANSI A21.10 OR ANSI A21.53 MECHANICAL JOINT, ANSI 12 1.11, CLASS 350 FOR UNDERGROUND PIPING. SHALL BE POLY WRAPPED. E. DEPTH - WATER LINE SHALL BE BURIED A DEPTH BETWEEN 5.5 AND 7.0 FEET BELOW DESIGN GRADE. F. MINIMUM HYDRANTS DEPTH OF BURY FOR WATER MAIN SHALL BE 5.5 FEET BELOW FINISHED GRADE. GATE VALVES AND CURB STOPS SHALL BE CONSTRUCTED TO MAINTAIN 5.5 TO 6 FEET MAXIMUM DEPTH. G. INSTALL #12 SOLID COPPER THIN INSULATED WIRE THE ENTIRE LENGTH OF PIPE. INSULATION TO BE PROTECTED TO PREVENT ACCIDENTAL GROUNDING. MINIMIZE SPLICES AND WRAP ALL BARE WIRES WITH ELECTRICAL TAPE. INSTALL WIRE CONTINOUSLY WITH BACKFIL. WIRE SHALL BE TAPED TO TOP SIDE OF PIPE AT 5 -FEET INVERVALS. BRING WIRE TO SURFACE WITH 2 -FOOT LOOP AT EACH HYDRANT WITHIN 500 FEET, OTHERWISE BRING WIRE TO SURFACE AT VALVE BOX. H. ALL WATER MAIN, FITTINGS, VALVES, AND HYDRANTS SHALL BE INSTALLED WITH 8 MIL POLYETHYLENE ENCASEMENT PER AWWA C105. I. VALVES AND VALVE BOXES - GATE VALVES SHALL BE AWWA GATE VALVES MEETING THE REQUIREMENTS OF AWWA C-500 AND CITY REQUIREMENTS. J. TAPPING SLEEVES - SHALL BE OF STAINLESS STEEL COMPOSITION. K. DEFLECTIONS - GREATER THAN 1 % MUST BE MADE WITH A MECHANICAL FITTING, L. TERMINUS - SHALL TERMINATE WITH A "CURB -STOP" VALVE AND BOX. M. LATERAL TERMINUS - SHALL BE MARKED WITH A 2"x4" HARDWOOD TIMBER EXTENDING FROM THE TERMINUS TO 2 FEET ABOVE GROUND, PERPENDICULAR TO GROUND SURFACE THE TIMBER SHALL BE PAINTED BLUE. EACH LATERAL SHALL BE PROVIDED WITH A WATERPROOF AND LEAK PROOF STOPPER OR CAP SUBJECT TO APPROVAL OF THE CITY. N. ALL FIRE HYDRANT ASSEMBLIES MUST RECEIVE WATER COMPANY OR WATER DEPARTMENT APPROVAL PRIOR TO INSTALLATION. O. ALL FIRE HYDRANT ASSEMBLIES WIL INCORPORATE AT LEAST 4 CUBIC FEET OF 3/4" OR 1"CLEAN ROCK AS A WEEPHOLE DRAINAGE FIELD. P. ALL VALVES SHALL BE PLACED ON A SOLID 8"X16"X2" MASONRY UNIT RESTING ON A SUITABLY COMPACTED SUBGRADE. VALVES SHALL BE SET PLUM AND LEVEL WITH VALVE BOXE COVERS ADJUSTED TO FINISHED GRADE Q. THRUST RESTRAINTS SHALL BE REQUIRED A T ALL CHANGES IN ALIGHMENT EXCEEDING 10 DEGREES, AT ALL DEAD ENDS AND ON FIRE HYDRANTS. WRAP PIPE AND FITTINGS IN PLASCTIC BEFORE POURING THRUST BLOCKS. R. MAXIMUM DEFLECTION ATJOINTS SHALL NOT EXCEED THE PIPE MANUFACTURER'S RECOMMENDATIONS. S. TESTING - ALL PIPE, FITTINGS, VALVES AND HYDRANTS SHALL BE HYDROSTATIC TESTED AND DISINFECTION/BACTERIOLOGICALLY TESTED ON COMPLETED WATER MAIN CCORDING TO CITY OF IOWA CITY WATER DEPARTMENT STANDARD SPECIFICATIONS AND SUDAS PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. T. INSTALL IN ACCORDANCE WITH SUDAS CHAPTER 4, SECTION G FOR HORIZONTAL AND VERTICAL CLEARANCE REQUIREMENTS. SCALE IN FEET 30' 0 30' The Information shown on this drawing concerning type and location of underground utilities Is not guaranteed to be accurate or all Inclusive. The contractor is responsible for making his own determinations as to the type and location of underground utilities as may be necessary to avoid damage thereto." TYPICAL SILT FENCE DITCH CHECK ATTACHMENT TO POST SOURCE: 1. SUDAS STANDARD SPECIFICATIONS AND DETAILS Woe or Cable Tles DRIVEWAY CONSTRUCTION M ENOM■NEE= , REMOVAL AREA IRr` 1. SAWCUT AS CLOSE TO CURB AS POSSIBLE, MINIMUM DEPTH=2/3 OF EXISTING PAVING 2. SAWCUT CURB AT FULL WIDTH AND 6' IN FROM BOTH ENDS 3. REMOVE SMALL SECTIONS OF CURB FIRST Curb Removal 0 MIN. r... . NEW DRIVEWAY APPROACH NO. 4 BARS, EVERY 24" ON CENTER. GROUT IN PUCE �1.1/2'UP CURB ' !•. •.L :.12". EVERY 24' ON CENTER AND 1' MAX. FROM EACH END Rebar 1/2- PREFORMED EXPANSION JOINT MATERIAL USE I -JOINT MATERIAL IF ACROSS FROM T INTERSECTION ` MAINTAIN STREET P.C.C.STREET STREET DEPTH FOR A MINIMUM OF 12" INTO APPROACH Cross -Section View SOURCE: IOWA CITY STANDARD DETAILS �31 DRIVEWAY DETAIL CS NOT TO SCALE � II=IIIc {%AIPfM SI SI AT BSE STANOMWD PROCTOR 6' NATNE IIATi'1Y1. AT 909 STAtM,Wa PRD_m UKtISTURSED 501: CRU%CD STONE ENCASEMENT B: SEE NOTE 2XFJtI SEE 2B +t BR.) SR7E2 -• Imlc+�IN MR Nrti SOY i. EWPE 3wL PLA6.D w rnl�ls sraR wmBN CLASS *8' BEDDING 2. RA6RA'a NP TffWYT3IXe A) PA1f4 ABflti Lr0.+ER AO VIVO 5 RET CF PAVED 9AffA5; ND.WNC SIREEIS, Mt AND DAV:ANYS, R40OU 91wL K CLJ:IS A 4ROME4 SSONE P,AM N OBE FAT LATS CO WWAM M 451E STANDAM PADCIDII 00I311Y. TBE IEP 12 NWS DIRECTLY Be" PAWD SMACES BiAO SE CLASS A 6tt39E8 SFONE CQWACRfi IS el61TNOFAO FROM CTM IT- IF UbW PAWMW. IMCIftl TD 80DOM W W MHt3iK£ Tf NOT MefA PAKWOR. BACK FRL 10 NOMI 12 100 CF FNM$D SWACE. R.) Al O*f8A MEt4 BAtl6l[ STALL MI tF SRTAaE Z tlGYAtrD MAIMML PLACED N OW �, I tfR COIPACM M WX APII FROCrOR CEtiM1Y. F EAWWF® WAINAL 6 WKLlUBIE, BACYIkI FORM MAFACr. 'VM CLASS A CRUSiCS SIM M IWIHN 12 61CM CF a SOL HOES SEAL BE VINES VH m TMT DIAY PPE IMAML R16my 5 a:ARSID PMSWC A FLACF NDOFIC TO RlfMN& MAT 1T3RE ARE NO YCOS MOFR CQ AIDC M iaal7n, OF PPF. S BACXD MAU. BE RlAO IAIFW VP 10 12 NWS ABOVE W a PPE. A W IAB:E I'M AIiDRA&A TiENOE WN B, SOURCE: IOWA CITY STANDARD DETAILS 8 TRENCH DETAIL CS NOT TO SCALE Install parallel to ground contour. TSI Fenc 4'-0' i SILT FENCE CS NOT TO SCALE Install 'J -hook' at each end of an eldiMERM section of sift fence. 2W4r max length per sectim (600'-0" if slope is flatter than 5%) TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Plan View) TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Profile View) Oi insert 12 inches of fabric a minimum of 6 inIcties deep (tabrtc may be folded below the growl erre} Reduce post spacing to 5'-0' at water concentration areas, or as required to adequately support fence. !I 1 r MONS W MONKS IN Ile :.-IN RI a DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES II SO 1. SUDAS STANDARD SPECIFICATIONS AND DETAILS (MODIFIED) 2 TRACKING PAD CS NOT TO SCALE / GENERAL NOTES 1 1 sn' 16d Nal (typ.) 6" x S. Pat (typ.) SOURCE: Ip�cIJ 1. SUDAS STANDARD SPECIFICATIONS AND DETAILS fl 30' 1% 1% 8.O p p � a b ' Y` 1> Y• 8" CRUSHED PORTLAND CEMENT LOGITUDINAL JOINT - JOINT TYPE LT (#5 BARS, 36' LONG ((D 30' CENTERS) IN STONE CONCRETE ACCORDANCE WITH SUDAS FIGURE 7010.101. TRANSVERSE JOINTS - DOWELED CONTRACTION JOINT (#10 BARS - 18" LONG DOWEL AT 12" CENTERS) IN ACCORDANCE WITH SUDAS FIGURE 7010.101, SPACED EVERY 15'. SITE ACCESS ROAD VARIES x 12" BlookaR (typ.) NOTE: Rol PLAN 1. CONTRACTOR TO INSTALL STEEL GUARD RAIL USING MATERIALS AND SPECIFICATIONS IN ACCORDANCE WITH IOWA DOT STANDARDS. SOURCE: ELEVATION 1. IOWA DOT STANDARD SPECIFICATIONS AND DETAILS. 11 GUARD RAIL DETAIL CS NO T TOO SCALE *NOTE* TRACER TERMINAL BUX NOT -HYDRANT TRACER VIRE TERMINAL BOX (DAYLIGHT BOX) ' z -i` I.D. - U30CABLE C3. LID 20' OF PI E AFTER -� SHOWN FI3R CLARITY. TERMINAL BOX IS PLACED V FROM HYDRANT, REFER TO a s t A O > VALVE FD FUTURE FIGURE 7,2 �HNE-1 MUST HE MYc P(HJT (L') AWAY FROM HYDRAN (12' AND LA GER MAY SPACEREQUIRE ADDITIO AL FEET VALVE BOX AND F PIPE) 6` GATE VALVE - 11 MAIN FINAL EXTE D TRACER---- II---- t FGRAAE WIRE - ❑END OF VARIES VARIES I s PIPE; , - GATE VALVES I TRENCH i> BLOCK-; r T HOLDING SPOOL OR TRACER WIRE I BAC (FILA I. J RODDED OR MEGA LUG a ¢ p s :HOLDING SPOOL 8" j HOLDING I V OR MELBA LUG -f---' T-' OR -CONCRETE ' ALGA L116 T 142UST THRUST BLOCK y M HLoac BLOCK--� ' SWIVEL ANCHOR J j j AS i i j HLOCK TEE (L 8" CRUSHED PORTLAND CEMENT LOGITUDINAL JOINT -JOINT TYPE LT (#5 BARS, 36" LONG ® 30" CENTERS) IN 4 DIS JiED'D „ _Tratus.T BLOCK STONE CONCRETE ACCORDANCE WITH SUDAS FIGURE 7010.101. �- )#.00S ANCHORING T -EE OR STANDARD EXTEND TRACER HYDRANTS+ TRANSVERSE JOINTS - DOWELED CONTRACTION JOINT (#10 BARS - 18" LONG r TEE AND 'ROTO RANG' (W -VEL WIRE TO END 13F 41' FOR 12' DIA. MAINS OR SMALLER DOWEL AT 12" CENTERS) IN ACCORDANCE WITH SUDAS FIGURE 7010.101,TMROST )R.!%3C- 12'x12'x4' IXANCRETI: PAD ADAPTOR)CSVIVEL TEE PR£PERIMID i PIPE 53' FOR 16' DIA" MAINS OR LARGER SPACED EVERY 15'. t +••-HACtffLl.l Y/ iH Ci2 LARGER CLEAN GRANULAR FILL DRIVEWAY ENTRANCE TO te' ABOVE MTT13M 13F HYDRANT STAND PIPS HYDRANT DETAIL FOR TYPICAL HYDRANT & VALVE ASSEMBLY FUTURE WATER MAIN EXTENSION SOURCE: CITY OF IOWA CITY STANDARD SPECIFICATIONS AND DETAILS SOURCE: CITY OF IOWA CITY STANDARD SPECIFICATIONS AND DETAILS %41 TYPICAL CROSS SECTIONS%51 NOT HYDRANT AND VALVE ASSEMBLY CS NOT TO SCALE CS NOT TO SCALE TRENCH NOTES: 1. ACCURATELY GRADE TRENCH BOTTOM TO PROVIDE UNIFORM BEARING AND SUPPORT FOR PIPE ON BEDDING MATERIAL. 2. ALL TRENCH EXCAVATION SIDE WALLS GREATER THAN FIVE FEET DEEP SHALL BE SLOPED, SHORED, SHEETED, BRACED OR OTHERWISE SUPPORTED TO PROTECT THE WORKMEN IN ACORDANCE WITH OSHA AND LOCAL ORDINANCES. LATERAL TRAVEL DISTANCE TO AN EXIT LADDER OR STEPS SHALL NOT BE GREATER THAN 25 FEET IN TRENCHES FOUR FEET OR DEEPER. 3. PLACE TRENCH BACKFILL 12 INCHES OR MORE ABOVE TOP OF PIPE IN 7 INCH MAXIMUM LIFTS AND COMPACT TO 90% STANDARD PROCTOR DRY DESNITY IN UNSURFACED AREAS AND TO 95% STANDARD PROCTOR DRY DENSITY IN PAVED AREAS. 4. PIPES SHALL HAVE CLASS B BEDDING. S. COMPACTION TESTING SHALL BE DONE AS DIRECTED BY THE OWNER/ARCHITECT. 6. CONTRACTOR SHALL MAKE PROVISIONS TO DEWATER IF WATER IS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM THE OWNER/ARCHITECT OF THE PROPOSED METHOD OF DEWATERING. KYE FlLVA Ann LD 10 BE UN64ME FRAME AND ED rO BE KIND CREIEX 0130 Cf m&Y SLAL KKt NW011 1642 OR us J000 104D IFEEAUH 1642 OR f1ST JIXBJAN 1040 CASW- AND FRAME OR APPROVED L4 it�t� DR AFFIRM : EOLIAL. elerarelra�l EQUAL F IN PAVED AREA. CAS v IRiEfKC92 T2MINLY SEAL )t i� II.T�. affm 13 mi® 4.8 Hi � EZ'F� lE!tErl!I7111110 miffAK-Nm "HOLES IN PAVING t�'alretB��1i 73 eii:>eIRF�d� 'S:R OR CONCRETE AS REQUIRI D TO F a TO MEET ( )YAH IAN. or s• TO MEET JNIAOE WAIN 20 MAX. HEIaiT OF SPACER RPM ta' I" NATNE IIATi'1Y1. AT 909 STAtM,Wa PRD_m UKtISTURSED 501: CRU%CD STONE ENCASEMENT B: SEE NOTE 2XFJtI SEE 2B +t BR.) SR7E2 -• Imlc+�IN MR Nrti SOY i. EWPE 3wL PLA6.D w rnl�ls sraR wmBN CLASS *8' BEDDING 2. RA6RA'a NP TffWYT3IXe A) PA1f4 ABflti Lr0.+ER AO VIVO 5 RET CF PAVED 9AffA5; ND.WNC SIREEIS, Mt AND DAV:ANYS, R40OU 91wL K CLJ:IS A 4ROME4 SSONE P,AM N OBE FAT LATS CO WWAM M 451E STANDAM PADCIDII 00I311Y. TBE IEP 12 NWS DIRECTLY Be" PAWD SMACES BiAO SE CLASS A 6tt39E8 SFONE CQWACRfi IS el61TNOFAO FROM CTM IT- IF UbW PAWMW. IMCIftl TD 80DOM W W MHt3iK£ Tf NOT MefA PAKWOR. BACK FRL 10 NOMI 12 100 CF FNM$D SWACE. R.) Al O*f8A MEt4 BAtl6l[ STALL MI tF SRTAaE Z tlGYAtrD MAIMML PLACED N OW �, I tfR COIPACM M WX APII FROCrOR CEtiM1Y. F EAWWF® WAINAL 6 WKLlUBIE, BACYIkI FORM MAFACr. 'VM CLASS A CRUSiCS SIM M IWIHN 12 61CM CF a SOL HOES SEAL BE VINES VH m TMT DIAY PPE IMAML R16my 5 a:ARSID PMSWC A FLACF NDOFIC TO RlfMN& MAT 1T3RE ARE NO YCOS MOFR CQ AIDC M iaal7n, OF PPF. S BACXD MAU. BE RlAO IAIFW VP 10 12 NWS ABOVE W a PPE. A W IAB:E I'M AIiDRA&A TiENOE WN B, SOURCE: IOWA CITY STANDARD DETAILS 8 TRENCH DETAIL CS NOT TO SCALE Install parallel to ground contour. TSI Fenc 4'-0' i SILT FENCE CS NOT TO SCALE Install 'J -hook' at each end of an eldiMERM section of sift fence. 2W4r max length per sectim (600'-0" if slope is flatter than 5%) TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Plan View) TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Profile View) Oi insert 12 inches of fabric a minimum of 6 inIcties deep (tabrtc may be folded below the growl erre} Reduce post spacing to 5'-0' at water concentration areas, or as required to adequately support fence. !I 1 r MONS W MONKS IN Ile :.-IN RI a DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES II SO 1. SUDAS STANDARD SPECIFICATIONS AND DETAILS (MODIFIED) 2 TRACKING PAD CS NOT TO SCALE / GENERAL NOTES 1 1 sn' 16d Nal (typ.) 6" x S. Pat (typ.) SOURCE: Ip�cIJ 1. SUDAS STANDARD SPECIFICATIONS AND DETAILS fl 30' 1% 1% 8.O p p � a b ' Y` 1> Y• 8" CRUSHED PORTLAND CEMENT LOGITUDINAL JOINT - JOINT TYPE LT (#5 BARS, 36' LONG ((D 30' CENTERS) IN STONE CONCRETE ACCORDANCE WITH SUDAS FIGURE 7010.101. TRANSVERSE JOINTS - DOWELED CONTRACTION JOINT (#10 BARS - 18" LONG DOWEL AT 12" CENTERS) IN ACCORDANCE WITH SUDAS FIGURE 7010.101, SPACED EVERY 15'. SITE ACCESS ROAD VARIES x 12" BlookaR (typ.) NOTE: Rol PLAN 1. CONTRACTOR TO INSTALL STEEL GUARD RAIL USING MATERIALS AND SPECIFICATIONS IN ACCORDANCE WITH IOWA DOT STANDARDS. SOURCE: ELEVATION 1. IOWA DOT STANDARD SPECIFICATIONS AND DETAILS. 11 GUARD RAIL DETAIL CS NO T TOO SCALE *NOTE* TRACER TERMINAL BUX NOT -HYDRANT TRACER VIRE TERMINAL BOX (DAYLIGHT BOX) ' z -i` I.D. - U30CABLE C3. LID 20' OF PI E AFTER -� SHOWN FI3R CLARITY. TERMINAL BOX IS PLACED V FROM HYDRANT, REFER TO a s t A O > VALVE FD FUTURE FIGURE 7,2 �HNE-1 MUST HE MYc P(HJT (L') AWAY FROM HYDRAN (12' AND LA GER MAY SPACEREQUIRE ADDITIO AL FEET VALVE BOX AND F PIPE) 6` GATE VALVE - 11 MAIN FINAL EXTE D TRACER---- II---- t FGRAAE WIRE - ❑END OF VARIES VARIES I s PIPE; , - GATE VALVES I TRENCH i> BLOCK-; r T HOLDING SPOOL OR TRACER WIRE I BAC (FILA I. J RODDED OR MEGA LUG a ¢ p s :HOLDING SPOOL 8" j HOLDING I V OR MELBA LUG -f---' T-' OR -CONCRETE ' ALGA L116 T 142UST THRUST BLOCK y M HLoac BLOCK--� ' SWIVEL ANCHOR J j j AS i i j HLOCK TEE (L 8" CRUSHED PORTLAND CEMENT LOGITUDINAL JOINT -JOINT TYPE LT (#5 BARS, 36" LONG ® 30" CENTERS) IN 4 DIS JiED'D „ _Tratus.T BLOCK STONE CONCRETE ACCORDANCE WITH SUDAS FIGURE 7010.101. �- )#.00S ANCHORING T -EE OR STANDARD EXTEND TRACER HYDRANTS+ TRANSVERSE JOINTS - DOWELED CONTRACTION JOINT (#10 BARS - 18" LONG r TEE AND 'ROTO RANG' (W -VEL WIRE TO END 13F 41' FOR 12' DIA. MAINS OR SMALLER DOWEL AT 12" CENTERS) IN ACCORDANCE WITH SUDAS FIGURE 7010.101,TMROST )R.!%3C- 12'x12'x4' IXANCRETI: PAD ADAPTOR)CSVIVEL TEE PR£PERIMID i PIPE 53' FOR 16' DIA" MAINS OR LARGER SPACED EVERY 15'. t +••-HACtffLl.l Y/ iH Ci2 LARGER CLEAN GRANULAR FILL DRIVEWAY ENTRANCE TO te' ABOVE MTT13M 13F HYDRANT STAND PIPS HYDRANT DETAIL FOR TYPICAL HYDRANT & VALVE ASSEMBLY FUTURE WATER MAIN EXTENSION SOURCE: CITY OF IOWA CITY STANDARD SPECIFICATIONS AND DETAILS SOURCE: CITY OF IOWA CITY STANDARD SPECIFICATIONS AND DETAILS %41 TYPICAL CROSS SECTIONS%51 NOT HYDRANT AND VALVE ASSEMBLY CS NOT TO SCALE CS NOT TO SCALE TRENCH NOTES: 1. ACCURATELY GRADE TRENCH BOTTOM TO PROVIDE UNIFORM BEARING AND SUPPORT FOR PIPE ON BEDDING MATERIAL. 2. ALL TRENCH EXCAVATION SIDE WALLS GREATER THAN FIVE FEET DEEP SHALL BE SLOPED, SHORED, SHEETED, BRACED OR OTHERWISE SUPPORTED TO PROTECT THE WORKMEN IN ACORDANCE WITH OSHA AND LOCAL ORDINANCES. LATERAL TRAVEL DISTANCE TO AN EXIT LADDER OR STEPS SHALL NOT BE GREATER THAN 25 FEET IN TRENCHES FOUR FEET OR DEEPER. 3. PLACE TRENCH BACKFILL 12 INCHES OR MORE ABOVE TOP OF PIPE IN 7 INCH MAXIMUM LIFTS AND COMPACT TO 90% STANDARD PROCTOR DRY DESNITY IN UNSURFACED AREAS AND TO 95% STANDARD PROCTOR DRY DENSITY IN PAVED AREAS. 4. PIPES SHALL HAVE CLASS B BEDDING. S. COMPACTION TESTING SHALL BE DONE AS DIRECTED BY THE OWNER/ARCHITECT. 6. CONTRACTOR SHALL MAKE PROVISIONS TO DEWATER IF WATER IS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM THE OWNER/ARCHITECT OF THE PROPOSED METHOD OF DEWATERING. TYPICAL TYPICAL SANITARY SEWER AND STORM SEWER MANHOLE SANITARY SEWER AND STORM SEWER MANHOLE GREATER THAN 6' IN DEPTH 6' OR LESS IN DEPTH SOURCE: IOWA CITY STANDARD DETAILS SOURCE: IOWA CITY STANDARD DETAILS NOTE: ALL STORM MANHOLES ARE INLETS WITH GRATES 9 MANHOLE DETAIL CS NOT TO SCALE THRUST BLACK QUANTITIES (SQUARE FEETI Pm OZE KYE FlLVA Ann LD 10 BE UN64ME FRAME AND ED rO BE KIND CREIEX 0130 Cf m&Y SLAL KKt NW011 1642 OR us J000 104D IFEEAUH 1642 OR f1ST JIXBJAN 1040 CASW- AND FRAME OR APPROVED L4 E4 DR AFFIRM : EOLIAL. CAS" AND FRAME OR APPROYFB EWIAL. IF N PRJEO AREA COW EQUAL F IN PAVED AREA. CAS v IRiEfKC92 T2MINLY SEAL FOR MANHOLES N FMNG SHAD, &W BE NON-A7CfANC:. � ALSO BE NON-U -PPROWD 13 EQUAL 4.8 6.4 3.7 Le "HOLES IN PAVING BRICK Oft L TE AS REQUIRED TO 73 163 'S:R OR CONCRETE AS REQUIRI D TO F a TO MEET ( )YAH IAN. or s• TO MEET JNIAOE WAIN 20 MAX. HEIaiT OF SPACER RPM ta' I" I" MAX HL7 , OF SPACER ICXK WARHOE.RAWL P.B W 172 WCLUONG MANHOLE FRAME. SEAL W" KNSEAL MASTIC 71 as or ITH 9NSEAL MASi1C OR ENS AFPRfYED EQUAL as lay s, CD EQUAL. 392 LF3.7 FLAT TOP FSAI vi% m BE SRP Ml NDUSFRNS P51 -PF M 4" 1 Zia awle 0."iftm GASM 11PPRDhD EAIi�. 86.4 1294 A63 MEETING1-111 C-443OR bS9 48' 1*6167.0 B9] 47S STEP xv t78A 2150 3163 MA INDUSTRIES PSI-PFMNTS me TO BE lean I MA APPROVED EQUALCONFINED 1 744 0-ftNN' WKEI MEEFN^ ASTM C-443 SIM ARE !KIT REQUIRED IN RECAST 7 st'OBI SEM'ER To MANHOLE, LESS Agit C-476 THAN 3 FEET DEEP. NC PRECAST CORt-TE. SECTIONS 4'9 FOR 121"WE CONFOW-W, TO ASTM C-478 Y9 FOR >21' PPE D - SEE SHEETS C7 & C8 I �- 4'R HIR 12Y f11i. ' sr EOR MI PPE e" W.5'+T USE A-LOK SEAL OR APPROWD EQUAL WHERE r PIPE PASSES T.•4RWCH THE MA01ME WALL. Ls'+T USE A -IN( SEAL OR APPROVED EQUAL WHERE FW E PASSES THROUGH THE MAMIDE£ WALL TYPICAL TYPICAL SANITARY SEWER AND STORM SEWER MANHOLE SANITARY SEWER AND STORM SEWER MANHOLE GREATER THAN 6' IN DEPTH 6' OR LESS IN DEPTH SOURCE: IOWA CITY STANDARD DETAILS SOURCE: IOWA CITY STANDARD DETAILS NOTE: ALL STORM MANHOLES ARE INLETS WITH GRATES 9 MANHOLE DETAIL CS NOT TO SCALE THRUST BLACK QUANTITIES (SQUARE FEETI Pm OZE CEAB EAtS aR TEE 9D• BENS KIND a -t/4 KNII &-V2 aClm 4+ L4 E4 IL SII )A v BA 4A at L1 13 e' 4.8 6.4 3.7 Le L8 IM 73 163 'S:R BA IA ta' I" I" 78 4A P.B W 172 an 116 71 as or Va Sae as lay s, a4' 392 LF3.7 3" FSAI 717 3v "a M 4" 1 Zia ria 36• 86.4 1294 A63 197 bS9 48' 1*6167.0 B9] 47S PR9 xv t78A 2150 3163 sl2 me 54• lean I MA 147E 1 744 1 'WIG THE WIVE &WAS ARE BASES UPON A IDA NrARM CAPACITY OF BWl PSK OF UNITSTIMED SW- V AMUAL ME SEARM STRENGTH IS LESS THAN UM PW, THE INWSST IKARINR AREA SMALL >6 94C EASED BASES IN ACTUAL SDH. KARIM Smam THRUST BLOCK BEARING AREA din square feet) SOURCE: IOWA CITY STANDARD DETAILS to THRUST BLOCK CS NOT TO SCALE I PER MANUFACTURER .-. c/LJ %1 PIPE APRON & RIPRAP CS NOT TO SCALE TYPICAL LAYOUT FOR MANHOLE e l� 0 C, Q N Cl r w AI J L PAVEMENT DOWELS KT -2 OR BT -3 JOINT (TYPE• SECURELY TIE REINFORCING #5 x V -O" (TVP) BARS TO PAVEMENT DOWELS PLAN MATCH PAVEMENT DEPTH IF 6.00'x 6.00' i5 x CHIMNEY SEAL INSTALLED XI P.C.C. PAVEMENT, KT -2 OR ST -3 JOINT(TYP)• AS PER PIAN V/ MANHOLE CHIMNEY SEAL MANHOLE CONE CONC. ADJUSTING RINGS AS REQ'D (12• MAID SECTION A -A • NOTE: KT -2 JOINTS TO BE USED FOR BO%OUTS IN NEW PAVEMENT, BT -3 JOINTS TO BE USED FOR BOXOUTS IN EXISTING PAVEMENT, KT -2 AND BT -3 JOINTS ARE FOR PAVEMENT THICKNESS T OR GREATER. CATCH BASIN & MANHOLE BOXOUT DETAIL CS NOT TO SCALE SCHEDULE 40 PVC NOTES: 1. ALL PIPE SHALL BE SCHEDULE 40 PVC 2. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN. ARCH.PLANS 'JANSITION BOOT ft -WIRE SCREEN FOR RODENTS 2" MAX. r 8"0 - 45' BEND (SCH 40 PVC) �I % MINIMUM SLOPE SEE NOTE #2 J 8"0 WYE CONNECTION %61 DOWNSPOUT CONNECTION CS NOT TO SCALE SEE SHEET C4 FOR SIZE OF PIPE THE PRIME CONTRACTOR AND ALL CONTRACTOR'S SUBCONTRACTORS SHALL CONDUCT THEIR OPERATIONS IN A MANNER THAT MINIMIZES EROSION AND PREVENTS SEDIMENTS FROM LEAVING THE PROJECT SITE. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE AND IMPLEMENTATION OF THE POLLUTION PREVENTION PLAN (PPP) AND LOCAL ORDINANCES FOR THEIR ENTIRE CONTRACT. THIS RESPONSIBILITY SHALL BE FURTHER SHARED WITH SUBCONTRACTORS WHOSE WORK IS A SOURCE OF POTENTIAL POLLUTION AS DEFINED IN THE STORMWATER POLLUTION PREVENTION PLAN (PPP). 1.0 INTRODUCTION This Stormwater Pollution Prevention Plan (SWPPP) has been prepared on behalf of Iowa City for the expansion of their existing Department of Public Works facility located at 530 McCollister Blvd., Iowa City, Iowa. This SWPPP has been prepared In general accordance with the Iowa Department of Natural Resources (IDNR) National Pollutant Discharge Elimination System General MS4 Permit #52-25-0.05; Title 14, Chapter 5, Article 1 - Grading Ordinance; Iowa's Statewide Urban Design and Specifications (SUDAS); and City of Iowa City's Construction Site Runoff Permit (see Appendix 1 for Design Standards/Special Conditions for Stormwater Pollution Prevention). This SWPPP Is to be implemented with the start of construction. It is designed to reduce the potential for stormwater pollution associated with the planned construction site. This plan identifies potential sources of pollution that may reasonably be expected to affect the quality of the stormwater discharge for the construction activities. Also, this plan describes the implementation of practices that are required to be used to reduce the pollutants in stormwater discharge from the construction site. 2.0 SITE STAKEHOLDERS The following is a list of stakeholders understood to be involved with the site: Owner: City of Iowa City Contact: Melissa Clow Phone: (319)356-5413 Email: Melissa-clow@iowa-city.org Architect/Engineer: Kueny Architects, LLC. Contact: Jon Wallenkamp Phone: (262) 857-8101 Fax: (262) 857-8103 Email: jonw@kuenyarch.com 3.0 SITE LOCATION The subject site is the location of one of Iowa City's Department of Public Works facilities located at the southwest corner of the intersection of South Gilbert Street and Napoleon Lane at 520 McCollister Blvd. in Iowa City, Iowa. The site consists of approximately 15 acres that includes approximately 27,700 square feet of buildings (seven existing storage and office buildings), approximately one acre of pavement, and approximately 3.5 acres of gravel roadway/parking. 4.0 EXISTING SITE CONDITIONS The following paragraphs provide a description of the existing site conditions: Existing Solis Information - Per United States Department of Agriculture's Natural Resources Conversation Service INKS) Information [http://websoilsurvey.nres.usda.gov/appA, the site has two types of soils: North and East Portion of Site - This area consists of Sparta loamy fine sand which consists of up to 15 inches of loamy fine sand underlain by fine sand. The Drainage Class for this soil Is Excessively Drained, indicating that the stormwater would Infiltrate relatively quickly. Southwest Portion of Site - This area consists of Waukee loam which consists of up to 38 inches of loam underlain by gravely sand. The Drainage Class for this soil is Well Drained, Indicating that the stormwater would infiltrate relatively quickly. Existing Drainage Patterns - The site and the general area drains towards the Iowa River, which is located just west of the subject site. The existing site conditions are depicted in Sheet C1. Existing Runoff Water Quality - The existing stormwater runoff has not been collected and tested for this project. No known information is available. Location of Surface Waters - There is no surface water on this subject site. The closest water body (Iowa River) Is located approximately 400 feet west of the site. Receiving Waters - The site's existing and proposed stormwater is conveyed to the Iowa River. 5.0 PROPOSED FACILITY MODIFICATIONS Building/Paving Modifications - The proposed Improvements include the addition of approximately 260 square feet of buildings (a restroom building) and approximately 29,000 square feet of associated pavement for the entrance/site roadway and fuel island. Stormwater Runoff - The site Grading/Paving Plan is included as Sheet c3. This drawing shows that the post -development run-off shall consist of roof drainage, drainage from paved areas and surface run-off over landscaped areas. The roof and pavement drainage shall be collected in a series of inlets which shall be conveyed through underground piping to outlet at one of the two outlets at the FEMA 100 -year flood plain line to the Iowa River, located immediately west of the subject site. The open area located in the southeast portion of the site shall be directed via overland flow to the Iowa River. Soil Disturbing Activities - The total disturbed area (including demolition of buildings/pavement) shall be approximately 2 acres. Soil disturbing activities shall Include clearing, excavation and stockpiling (for underground utilities and foundations), rough grading, final grading, paving, building construction and preparation for seeding. 6.0 PROPOSED STORMWATER CALCULATIONS Stormwater calculations were performed and summarized in the Post Construction Stormwater Management Plan which is being submitted under separate cover. The post -construction runoff coefficient was calculated to be 79.3. 7.0 POTENTIAL SOURCES OF POLLUTION Construction activities have the potential to produce many different kinds of pollutants which may Impact stormwater. Stormwater runoff can become polluted by soil particles and other pollutants from construction materials as it flows over surfaces where construction activities are occurring. The majority of site sources of potential stormwater pollution construction are related to silts and sediment that may be transported during a wind or storm event, or from vehicles collecting silt/sediment on their tires/underbodies and tracking the material off the site. Controls to be used to reduce erosion and sediment loss are included on Sheet C2 (Erosion Control Plan) and are summarized as follows: Tracking Pad - Prior to mobilizing equipment to the site, a tracking pad shall be constructed at the construction site entrance/exit to reduce dirt/debris from leaving the site. Street Sweeping - The streets immediately next to the site shall be swept as necessary as determined by the Contractor, Owner, Architect, and/or City. Silt Fence - Prior to construction activities, a silt fence shall be constructed along the down slope or side slope perimeters of the planned disturbed area. The silt fence allows stormwater runoff to pass through the openings in the fabric while sediment is trapped on the upgradient site. Storm Drain Inlet Protection - Inlet protection shall be placed on all street inlets located immediately adjacent to the subject site as well as all inlets (either existing or new) on the subject site. Dust Controls - The site shall be watered as necessary to minimize dusting as determined by the Contractor, Owner, Architect, and/or City. Stabilization - Disturbed areas shall be stabilized, after the area is no longer being actively worked, no later than seven days after the last activity. Stabilization shall include either temporary or final seeding/fertilizing/mulching activities. Stabilization shall be completed by the establishment of permanent perennial vegetation at a uniform density of 70% in all disturbed areas. Once stabilization has occurred (as determined by the City), all temporary erosion and sediment controls shall be removed. Note: Additional erosion control information, installation and maintenance practices can be found in the "Iowa Construction Site Erosion Control Manual". 8.0 OTHER POTENTIAL SOURCES OF POLLUTION Other potential sources of stormwater pollution for this site and the associated counterpoint controls Include the following: Construction Waste Disposal - Construction waste (non -earthen materials in their natural state) are required by the State to be taken to a permitted sanitary landfill. Earthen materials in their natural state (i.e., clean rock, sand, silt, and clay) may be managed without a permit in an environmentally safe and legal manner (i.e., clean fill site). An environmentally safe manner Includes not disposing of the material in waterways, floodplains or wetlands without the proper agency approvals (i.e., Iowa Department of Natural Resources, Army Corps of Engineers, etc.). Open burning of natural materials (i.e., trees, brush, etc.) are prohibited within the City limits. Construction Personnel's Sanitary Facilities - Sanitary facilities for construction personnel are required to be onsite and secured to the ground (to prevent spillage) during construction. These facilities shall be routinely cleaned, pumped out and disposed at a licensed facility. These facilities shall help control the spread of bacteria, parasites and viruses. Equipment Maintenance - Only minor equipment maintenance shall be allowed on site. All equipment fluids generated from maintenance activities shall be disposed of Into designated drums stored on spill pallets. Absorbent, spill -cleanup materials and spill kits shall be available at the materials storage area. Drip pans shall be placed under all equipment during maintenance activities. Equipment/Vehicle Leakage - All equipment and vehicle leaks shall be promptly cleaned up per IDNR's requirements. The fluid and resultant contaminated site soils shall be prevented from entering the site's or neighboring sites stormwater drainage swales and systems. Garbage Dumpsters - Contractor shall have closed dumpsters onsite for temporary storage of waste materials. The material in these dumpsters shall be regularly emptied and disposed In accordance with applicable laws and regulations. Building Material Dumpster - All construction waste materials shall be disposed of at the end of every day into the dumpsters. Dumpsters shall be emptied regularly to prevent overflow. Dumpsters shall be Inspected periodically and maintained to prevent leaks. Dumpsters shall remain closed when not In use. Use of these dumpsters shall keep the project site cleaner, safer, and prevent materials from spreading to adjacent off-site areas. Building Materials - Materials brought onsite for construction shall be properly labeled, stored and disposed In accordance with applicable laws. Hazardous Waste Materials - MSDS sheets shall be provided to the Owner/Architect for all hazardous materials brought onsite. All hazardous waste materials such as oil filters, petroleum products, paint and equipment fluids shall be stored In structurally sound and sealed shipping containers within a designated hazardous materials storage area. Secondary containment shall be provided by the use of commercially available spill pallets. Parking Areas - Parking areas shall be as designated by the Owner and/or Architect for all construction personnel. The parking area shall be maintained in a clean and orderly condition. This designated parking area shall assist control of off-site tracking. Dewatering Activities - If necessary, dewatering shall be performed which may be a source of pollution. Pollutes may be groundwater contaminants, If any, and sediments. Fertilizers and Lawn Care Chemicals - Fertilizers and lawn care chemicals shall likely be utilized for maintenance of the site's vegetation and may be a potential source of pollution. 9.0 HAZARDOUS CONDITIONS Because construction activities may include handling of certain hazardous substances over the course of the project, spills of these substances may create a hazardous condition and are required to be reported. Iowa law requires that the IDNR (ph: 51 5.281.8694) be notified as soon as possible, but not more than six hours after the onset of a hazardous condition. Additional contacts shall be made to the following offices: All listed as a site stakeholder in Section 2.0 above. Fire Department: 911 or 319.356.5260 Hazardous Waste Collection Facility: 319.356.5185 Engineering Department: 319.356.5140 If the spilled material is on the EPA's material list, the spill shall be reported within 15 minutes to their national hotline (ph: 800.424.8802). For any reported spills, the IDNR requires that a written report be submitted within 30 days. Information and forms are available at: www.iowadnr.gov/spills/report.htmi. Modifications of this SWPPP are required within five calendar days of a hazardous condition. STORMWATER POLLUTION PREVENTION PLAN 10.0 CONSTRUCTION SEQUENCING Prior to construction activities commencing, the following activities shall be performed: Parking area designation Staging area for material storage designation Dumpster area designation Sanitary facility designation job trailer designation Distribution of MSDS sheets to Owner, Subcontractors, Architect, and City Submit Notice of Intent to IDNR The sequencing of construction of the pollution controls shall be as follows: Slit fence - the silt fence shall be installed prior to clearing/grubbing or any other soil disturbance. Storm drain Inlet protection - the storm drain inlet protections to be constructed outside of the subject site. Tracking pad - tracking pad(s) shall be Installed at the site entrances)/exit(s) prior to any site disturbance other than the silt fence construction. Sanitary facilities - Install portable facilities. Dumpsters - Install building debris and garbage dumpsters. City notification - contact the City Engineering department (319.291.4312) for a pre -construction Inspection. Clearing/grubbing, building and utility demolition Topsoil stripping and stockpile stabilization Grading/excavation/trenching and soil stabilizing activities Utility construction Storm drain inlet protection - the storm drain inlet protections shall be installed Immediately upon site inlet construction. Building construction Completion of grading, subbase and pavement Landscaping and seeding/fertilizing/mulching - All areas shall be stabilized after 7 days if an area is not to be actively worked. City contact - contact the City for a post -construction Inspection. Note: this Inspection is required before the removal of temporary erosion/sediment controls. Temporary erosion/sediment control removal Submit Notice of Discontinuation of Construction Throughout construction activities, the following pollution controls, among other activities, shall be Implemented: Dust controls Street sweeping Sanitary facility cleaning/disposal Dumpster contents disposal 11.0 SITE SAFETY The Contractor and its subcontractors are responsible for their own site safety and the development of their own site safety plan. The owner/architect/engineer take no responsibility for site safety. 12.0 INSPECTION AND MAINTENANCE The contractor Is required to maintain all temporary erosion control measures In proper working order, including cleaning, repairing, or replacing them throughout the contract period. the following Inspection and maintenance practices shall be used to maintain erosion and sediment controls and stabilization measures. Inspection and Maintenance Procedures A. All control measures shall be Inspected at least once every seven calendar days and following any storm event of 0.5 Inches or greater. B. All measures shall be maintained in good working order. if a repair Is necessary, it shall be initiated within 24 hours of the report. C. Any built up sediment shall be removed from silt fence when it has reached one-half of the fence. D. Silt fence and silt socks shall be Inspected for depth of sediment, tear, etc. to see if the fabric is securely attached to the fence posts, and to see that the fence is securely fastened In the ground. E. Site shall be Inspected dally (prefereably at days end) and swept if necessary. F. Temporary seeding and planting shall be inspected for bare spots, washouts, and healthy growth. G. A maintenance inspection report shall be made after each inspection and recorded on the einspection form provided by the Owner/Architect. H. The contractor shall be responsible for selecting a "qualified" inspector to conduct the inspections. "Qualified" is defined as a person knowledgeable in the principles and practices of erosin and sediment controls who possesses the skills to assess conditions at the construction site that could impact storm water quality and to assess the effectiveness of any sediment and erosion control measures selected to control the quality of storm water discharges from the construction activity. 2. Materials Management Practices The following Is a list of practices that wil be used onsite to minimize the risk of spills or other accidental exposure of materials and substances to stormwater runoff. The contractor shall perform additional practices as necessary. A. Good Housekeeping - An effort shall be made to store onsite only enough products required to complete the job. - All materials stored onsite shall be kept In a neat, orderly manner and in their approriate containers. If possible products shall be kept under a roof or other enclosure. - Material shall be kept In their original containers with the original manufacture's label. - Substances shall not be mixed with one another unless recommended by the manufacture. - Whenever possible, all of a product shall be used up before disposing of the container. - Manufacturer's recommendations for proper use and disposal shall be followed. The job site superintendent shall be responsible for daily inspection to ensure proper use and disposal of materials. B. Hazardous products - Products shall be kept In their original containers with the original manufacturer's label. - The original labels and materail safety data sheets shall be kept for each of the materials as they contain Important product Information. - Disposal of any excess product shall be done in a manner that follows all manufacturer's methods for proper disposal. 3. Spill Prevention and Response Procedures The contractor is responsible for training all personnel in the proper handling and cleanup of spilled materials. No spilled hazardous materials or wastes shall be allowed to come into contact with storm water discharges. If contact does occur, the storm water discharge shall be contained onsite until appropriate measures In compliance with all federal, state, and local regulations are followed to dispose of the hazardous substance. The following practices shall be followed for spill preventions and cleanup: 1. In addition to the good housekeeping and material management practices discussed In the previous sections of this plan, the following practices shall be done to minimize the potential for hazardous material spills and to reduce the risk of the spill coming in contact with storm water. Manufacturer's recommended methods for spill cleanup shall be clearly posted and site personnel shall be trained regarding these procedures and the location of the Information and cleanup supplies. Materials and equipment necessary for spill control, containment and cleanup shall be provided on site In a material storage area. Equipment and materials shall Include but not be limited to brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers.. 2. In the event of a spill the following procedures shall be followed: All spills shall be cleanued up immediately after discovery. The spill area shall be kept well ventilated and personnel shall wear apprpriate protective clothing to prevent injury with the hazardous substance. Spill of toxic or hazardous materials shall be reported as stated in Section 9.0 above. The site superintendent shall be respnsible for the day-to-day site operations and shall be the spill prevention cleanup coordinator. He/she shall designate at least three other site personnel who shall receive spill previntion and cleanup training. These Individuals shall each become responsible for aparticular phase of prevention and cleanup, the names of these individuals shall be posted In the material storage ara and in the office trailer. 13.0 NON -STORM DISCHARGE the following is a list of non -storm water discharges allowed by the Iowa Department of Natural Resources and may occur at the job site under the condition that no pollutants shall be allowed to come into contract with the water prior to or after its discharged from the site: 1. Water from fire fighting activities and fire hydrant flushing. 2. Water used to clean vehicles. 3. Portable water sources including water main Flushings, irrigation drainage and routine building wash downs excluding detergents. 4. Air conditioning condensation. 5. Pavement wash waters where spill or leaks of hazardous mateial has not occurred. E5 =C"7 4% c.� / h existing salt \ existing pavement future pavourit EXISTING. DIRT ROAD �0 structure bj/ OWller (relocate in future ) FUTURE OULTBUILDING PACKAGE#1 ALTERNATE #1 - west fuel I ALTERNATE # 2 - Imiall fuel Can NOTE: Footings to be rt of Base• Bid existing \ / Warm storage o I i \I I o 1 I a 1 Wafllr'-_ I futNre 'j 1 \ \ _` Out I I If ---! \ I \j 1 I I / I Ali v , / \ / I future wane I II storage ' I 1 I I 1 I I , I I 1 I 1 1 L I I, I I I , _ � tore road � � J I I 1 , I , I 1 I , I 1 I I 1 I1 lilt fill future cold I II stOra$e 1 1 I I I I , I � 1 , 1 f I future transit I I -- ----- a ---- --- I 1 P e 1 1 1 1 FT=ETg=CK LINE — — _ — — — — O Qlsii BLVD . GENERATOR. SEE E SHEETS DIMENSIONS AND REQUIREM (ALTERNATE "3) INSTALL NEW FUEL ISLAND CANOPY FOOTINGS OF FUEL ISLAND CANOPY TO BE INCLUDED IN PROJECT'S BASE BID (ALTERNATE 02) WEST FUEL ISLAND'S FUEL DISPENSER d FUEL MASTER EQUIPMENT (ALTERNATE "U CONCRETE OF WEST FUEL ISLAND FUTURE OUTBUILDING (FUEL ISLAND TOILET ROOM AND STORAGE ELECTRIC SERVICE RACK PER ELECTRIC PLANS N YsUD RAIL E PL, NS FOR GL RDETAILS E'0•� s � — I 04'0^ � � o 02 � UL) �3m,.m � � • 20 � ,000 AL. JI ALL UNDERGROUND PIPING NERGROUND ID'000/10,0 0•�qI \ TANKS BY (11 Il 26) 31 22 B \ � 10 TBQ\ RO�r C /NE \ \ TYPICAL CONTROL JOINTS. \ SEE CIVIL PLANS F� SPECS -QF CONTROL JOINTS \ \ \ 2 Enlarged Site Plan 1'=20 General Site Plan 1'=50' 0 r '.M 0 ELECTRIC TRANSFORMER PER ELECTRIC PLANS \ _J \ > FUTIGN BY OWNER SITE INFORMATION: TOTAL SITE AREA 28.3 Acres ZONING INFORMATION Public Zone "P” SET BACKS: 10 ft setback on McCollister Blvd. 40 ft. setback on S. Gilbert Street. OWNER INFORMATION: City of Iowa City 410 E Washington St., Iowa City, IA 52240 ATTORNEY INFORMATION: Iowa City Attorney 410 E Washington St. Iowa City, IA 52240 ENGINEER OF RECORD: John Schmidbauer Kueny Architects LLC. 10505 Corporate Drive, Suite 100 Pleasant Prairie, WI 53158 BUILDING INFORMATION: New Iowa City fuel island Total Fuel Island Area: 22,795 SF Total Area Fuel Island Canopy: 2,880 SF Future Accessory Building Area: 256 SF o— BOLLARDS ITYPJ 0 0 CONTAINMENT AREA PER -'OCAL CODE REQUIREMENTS. 0 24' DEEP MIN 4 ., 4' CONCRETE SLAB 6x& LI '�" 1.4xW1.4 W.W.F. OVER 4' f :1.:, COMPACTED 5 . LI i o 10'41 DIAM PIER 0 - - \l4) TOTAL \ 111OLLARD (TYP.) 3 Electric Transf. Containment Plan 1V G O N CO 7 r 2' ROCK SCREENED TRANSFORMER w OVER SILT FENCE OR OTHER FABRIC WIT (0S 91 00) PAINT EQUAL OR LOWER TRANSFORMER PAD PER ONCRETE BOLLARD POROSITY. LOCAL UTILITY SECURITY YELLOW CONCRETE r �EQUIREMEINTS BOLLARD I 1 2' ROCK SCREENED (21) LAYERS OVER SILT FENCE OR 6i 6 W1.4xW1.4 W.WF.„---OTHER FABRIC H EQUAL OR OWER PAINT SECURITY IJ_'� L'LJ �(4) "6 TIE RE -RODS 2' RIVER ROCK OVER SILT FENCE FABRIC. G.G. TO VERIFY WITH LOCAL UTILITY EXACT LAYOUT a LOCATIONS XTERIOR FLOOR FINISH PER SITE PLAN LAYOUT 4 Electric Transf. Containment Section SMOOTH FINISH TOPTti ALL BOLLARDS TO PAINTED SAFETY YELL (09916 4'm STEEL TUBE CONCRETE FILLE PROVIDE BOLLARD AROUND ELECTRII TRANSFORMER PLAt SEE DETAIL LI 3/4' CUBIC YA OF CONCRETE J Concrete Bollard 1/2'=1'-0' POWER GENERATOR ro' MIN. AROUND GENERATOR REINFORCING 5- 15 BARS LONG. d 12 BARS HORIZONTAL --e3 TIES -a 12' GFOUND LEVEL III=1 I I=1 I=1=1 III=I 1=1 I=1 1=1 I GENERAL CO. TO COORDINATE ' =III=11 I—I I I WITH GENERATOR CO. EXACT 00^o0�^OQ—III—III—III—III— DIMENSIONS AND WEIGHT OF 00 o e o goes I (— I= =III=III—I THE GENERATOR PRIOR oo o a —III—III— =IIMWBUILDING GENERATOR PAD �so� Sgt IIIIIIIIIIIIIIIIIIIIIIIIIII III 4'-r x10'-roo'x12' CONCRETE PAD OVER 12' COMPACTED CRUSHED STONE (03 30 00). EXACT DIMENSIONS TO BE SUPPLIED BY GENERATOR CONTRACTOR = 6 Generator Pad Detail 1" = V-17 Z Q m2 01 Phase One Site Layout A. Noted 0- 0 2012 K u a n y A r c h i t a c t a, L.L.C. -AII Rights Reserved Iowa City Public Works Facility- Fuel Island Expansion November B, 2012 I I I I I a L J I FUTURE DEF STA 4' 0' i CANOPY CANOPY COLUMNS By— Y-(IIII28) I (111128)u WDIDI m LLZ I w LJ WI) GA I �I ER a I � REA 4'0 STEEL BUMPER GUARD (11 II 28) /—TYP. o ALL ENDS OF FUEL ISLANDS CONCRETE ISLAND �l03 30 00) (11 II 28) ;f 0 CD DIES DIES L J r� 4' 0' ON I 0 m I w LJ GA GA /AL FEL ER ROOF DOU.N SPOUTS BY CANOPY CONTRACTOR ASPHALT (11 1128) FUTURE DEF LOCATIONS OF FUTURE CANOPY COLUMNS- (111128) OLUMNS- (IIII28) 321-01 281-01 I I I z -------7 T II II II III III III J ALTERNATE 02 I I 0 NSTALL FUEL ISL I UEL ISLAND EQUIPMENT CANOPY (II II 28) II II II II FUEL MASTER READERS (II II 287 I 4'0 STEEL BUMPER F I GUARDS (11 II 28) I _ I � 0111 DIES L T CANOPY FOOTINGS TO BE INCLUDED DIES L IN THE BASE BID (11 II 28) READER �4'* STEEL BUMPER GUARD (II II 28) TYP. ® ALL ENDS OF FUEL ISLANDE Fuel - Floor Plan = BID PACKAGE #1 I ,c ALTERNA GA�I II ROOF DOI SPOUTS BY � FUEL ISLAND'S DISPENSE*Ir 1 I ANOPY CONTRACTOR EQUIPMENT LU i (111128) GA ALTERNATE 02 8 _0r 4' 0' 1 24'-0' FUEL ISLAND'S CANOPY FUTURE DEF STA I I � ' ALTERNATE 9 ' I I 1 CANOPY COLUMNS By— CONCRETE FOR THIS FUEL ISLAND I I I ALTERNATE "2I I W 1 FUEL ISLAND'S CANOPY I L ICi Z B F i GA I Wit) � M ALTERNATE 01 LJ I F FUEL ISLAND'S DISPENSE GAd/ALT FUEL READER u EQUIPMENT � I REA �c--J 5 21 4'a STEEL BUMPER GUARD (11 II 28) TYP. ® ALL ENDS OF FUEL ISLANDS CONCRETE ISLAND �(03 30 00) (II II 28) M 2 Fuel - Floor Plan = With Alternates 1/8' = 1 '-0' ROOF DOU1N SPOUTS BY CANOPY CONTRACTOR (11 II 28) ASPHALT FUTURE DEF CANOPY COLUMNS BY (11 II 28) READER 4'0 STEEL BUMPER GUARD (11 II 25) TY -P ALL ENDS OF FUEL ISLANDS BY (11 II 28) 3 Fuel = Roof Plan = ALTERNATE #S 1/B'=1'-0' 11 11 11 L II T CANOPY FOOTINGS TOT BE INCLUDED IN TH --��� BASE BID (II II 28) 4 Fuel Island = South Elevation = BID PACKAGE #1 WEST FUEL (II II 28) ISLAND =Abt nlu (II II 14W 5 Fuel Island = South Elevation - With Alternates 1/B- - 1 '-0' I F. —1 F.71 I 1 I I BASE BID: BASE BID: 1 CANOPY SUPPORT FOUNDATIONS. CANOPY SUPPORT FOUNDATIONS. Y (11 II 28X03 30 00) BY (II II 28X03 30 00 WiCONCRETE TYPE'B' CONCRETE TYPE `5 LL' CZ 4 �I I 3 IJ I I � 6 Fuel Island Footing Layout - BID PACKAGE #1 1/B'=1'-0' 0 CD who 9 �-r M 2 Fuel - Floor Plan = With Alternates 1/8' = 1 '-0' ROOF DOU1N SPOUTS BY CANOPY CONTRACTOR (11 II 28) ASPHALT FUTURE DEF CANOPY COLUMNS BY (11 II 28) READER 4'0 STEEL BUMPER GUARD (11 II 25) TY -P ALL ENDS OF FUEL ISLANDS BY (11 II 28) 3 Fuel = Roof Plan = ALTERNATE #S 1/B'=1'-0' 11 11 11 L II T CANOPY FOOTINGS TOT BE INCLUDED IN TH --��� BASE BID (II II 28) 4 Fuel Island = South Elevation = BID PACKAGE #1 WEST FUEL (II II 28) ISLAND =Abt nlu (II II 14W 5 Fuel Island = South Elevation - With Alternates 1/B- - 1 '-0' I F. —1 F.71 I 1 I I BASE BID: BASE BID: 1 CANOPY SUPPORT FOUNDATIONS. CANOPY SUPPORT FOUNDATIONS. Y (11 II 28X03 30 00) BY (II II 28X03 30 00 WiCONCRETE TYPE'B' CONCRETE TYPE `5 LL' CZ 4 �I I 3 IJ I I � 6 Fuel Island Footing Layout - BID PACKAGE #1 1/B'=1'-0' NORTH Floor Plans, Elevations, Foundation Plan As Noted 0 2012 K u a n y A r c h i t e c t B. L.L.C. -AII Rights Reserved Iowa City Public Works Facility- Fuel Island Expansion - 625 McCollister Blvd, Iowa City, IA 52240 November B. 20122ol 0 CD N 9 �-r w NORTH Floor Plans, Elevations, Foundation Plan As Noted 0 2012 K u a n y A r c h i t e c t B. L.L.C. -AII Rights Reserved Iowa City Public Works Facility- Fuel Island Expansion - 625 McCollister Blvd, Iowa City, IA 52240 November B. 20122ol 1.1'.1121221011 2c] O7 COORDINATE ELECTRIC SERVICE WITH MIDAMERICAN ENERGY AS REQUIRED. INSTALL NEW SERVICE PER MIDAMERICAN SPECIFICATIONS AND ALL APPLICABLE CODES. O2 PROVIDE TWO 4' PRIMARY CONDUITS (SCHEDULE 40 HDPE COILABLE WITH MINIMUM COVER OF 427 TO TRANSFORMER FROM PROPERTY LINE. INCLUDE PULL LINE. VERIFY LOCATIONS. INSTALL PER MID AMERICAN ENERGY SPECIFICATIONS. MID AMERICAN TO PROVIDE AND INSTALL PRIMARY CABLE. O PROVIDE SECONDARY CONDUIT AND CONDUCTORS FROM PAD MOUNT TRANSFORMER TO SERVICE DISCONNECT PER MID AMERICAN SPECIFICATIONS AND ALL APPLICABLE CODES. O4 PROVIDE 2' HDPE/SDR11 (ORANGE IN COLOR) FROM CITY SUPPLIED HAND HOLE BOX TO ELECTRICAL CONTRACTOR SUPPLIED HAND HOLE BOX AND OVER TO SYSTEMS ENCLOSURE. VERIFY CONDUIT STUB UP LOCATION IN SYSTEMS ENCLOSURE WITH SYSTEMS CONTRACTOR. KEEP CONDUIT AT LEAST 5' FROM WATER LINE. PROVIDE NEPTCO WP1250P PULL TAPE IN CONDUIT. PROVIDE LOCATE/TRACER WIRE (PRO—PAK INDUSTRIES OR PRO—TRACE; 45 MIL THICK HDPE JACKET, 12 AWG (OR 10 AWG) SOLID COPPER CONDUCTOR, DESIGNED FOR DIRECT BURY, ORANGE IN COLOR. O5 HAND HOLE BOX SUPPLIED BY ELECTRICAL CONTRACTOR. SEE SHEET E2. O8 PROVIDE THREE EMPTY RIGID PVC 1' CONDUITS UNDER DRIVE FOR FUTURE USE. O7 GENERATOR CONCRETE PAD BY GENERATOR CONTRACTOR. SEE ARCHITECTURAL DRAWINGS. OB STUB 1' RIGID GALVANIZED STEEL OR SCHEDULE 80 PVC CONDUIT UNDERGROUND FROM PAD MOUNT TRANSFORMER FOR FUTURE METERING. O9 PAD MOUNT TRANSFORMER CONCRETE PAD, BOLLARDS AND CONTAINMENT PER MID AMERICAN ENERGY REQUIREMENTS (750-1000 KVA TRANSFORMER PAD) BY GENERAL CONTRACTOR. SEE ARCHITECTURAL DRAWINGS.GROUNO ROD SLEEVES BY ELECTRICAL CONTRACTOR. 10 NO NOTE. 11 STUB 5 5' SECONDARY CONDUIT 10' FROM PAD MOUNT TRANSFORMER TO THE NORTHEAST FOR FUTURE TRANSIT BUILDING. 12 PROVIDE RISER AT POLE PER MIDAMERICAN ENERGY REQUIREMENTS. 13 PROVIDE 36' SWEEP ELBOWS NEAR STREET AND AT TRANSFORMER. 0 15 3�0' 60' Electrical Site Plan 1"=60' 0 201 2 K u e n y Architects, L.L.C.-All Rights Reserved Iowa City Public Works Facility - Fuel Expansion November 8, 201 2 FAI E1 Z Q J Typical concrete polymer handhole Extend HDPE ducts into handhole 8-12' (minimum). — Extend ducts through existing openings where available. Enlarge openings as necessary. Sawe t new openings where necessary. Do not oversize openings. Route ducts into handhole through open bottom if necessary. Typical for all ducts entering handhole. SYMBOLS S SINGLE POLE SWITCH -TOP 48' AFF 225 AMP COPPER BUSS S2 TWO POLE SWITCH -TOP 48' AFF NO. S3 THREE WAY SWITCH -TOP 48' AFF KW PHASE KW BKF SO DIMMER SWITCH -TOP 48' AFF 1 3 5 SL LIGHTED SWITCH - LIGHT ON W/LOAD-TOP 48' AFF A - - 20.0 B - - C - - SL3 LIGHTED THREE WAY SWITCH - LIGHT ON W/LOAD 7 SPARE TOP 48' AFF - A - - SPACE DUPLEX RECEPTACLE NEMA 5-20R-48- AFF 9 C COUNTER MOUNT 6" ABOVE COUNTER BACKSPLASH - B - - B BELOW COUNTER 11 G GFCI - C - - WP G WEATHER PROOF IN -USE GFCI 13 SM 30 AMP MANUAL MOTOR SWITCH - A - - SPACE PADLOCKABLE IN THE OFF POSITION 15 EC ELECTRICAL CONTRACTOR - B - - MC MECHANICAL CONTRACTOR 17 GC GENERAL CONTRACTOR - C - - WP WEATHER PROOF 19 SPACE U 30 AMP UNFUSED DISCONNECT -60' AFF OR SPACE 3 p AS REQUIRED. SPACE - 50 60 AMP FUSED DISCONNECT WITH 50 AMP 22 6 P FUSES -60' AFF OR AS REQUIRED. - ,& 1/2 HP MOTOR 24 VIF VERIFY IN FIELD - IG ISOLATED GROUND 4 #3 27 SPACE /6 GND - B - - SPACE 1-1/4' I HAND HOLE DETAIL NOT TO SCALE — DETAIL PROVIDED BY OWNER 3/4' x 10' COPPER CLAD GROUND RODS #4 GND Install Owner4umished aluminum labeling Coordinate spacing of label with engineer. ATS CONTROL, COMMUNICATION CONDUIT ATS1 ANTI -CONDENSATION HEATER FIRP-3 \N\ TWO EMPTY 1' O STUBBED OUT FROM PAD ATS1 FOR FUTURE USE t� GENERATOR GENERATOR CIRCUITS: BLOCK HEATER FIRP-10 BATTERY CHARGER FIRP- BATTERY, ALTERNATOR S GALVANIZED UNISTRUT AS REQUIRED PANEL FIP - FUEL ISLAND - BASE BID 200 MCB 30 POLE 277/480Y 3 PH 4 W 225 AMP COPPER BUSS W/GRD BAR SQUARE D NF SURFACE 3R NO. DESCRIPTION BKR KW PHASE KW BKF BKR DESCRIPTION NO. 1 3 5 PANEL FIRP TRANSFORMER 45/3 A - - 20.0 B - - C - - SPACE SPACE SPACE 2 4 6 7 SPARE 20 1 - A - - SPACE 8 9 SPARE 20 1 - B - - SPACE 10 11 SPARE 20 1 - C - - SPACE 12 13 SPACE - - A - - SPACE 14 15 SPACE - - B - - SPACE 16 17 SPACE - - C - - SPACE 18 19 SPACE - - A - - SPACE 20 21 SPACE - - B - - SPACE 22 23 SPACE - - C - - SPACE 24 25 SPACE - - A - - SPACE 26 27 SPACE - - B - - SPACE 28 29 SPACE - - C - - SPACE 30 13 ❑ HAND HOLE / I / I / I / I SYSTEMS 2' / ENCLOSURE 15 // 3' RIGID OO GALVANIZED / 2 POSTS WITH / P / CAPS /I C1 1 55 30 KV ❑ j i 00 i /2 GND 2WpA // 1 \ �II�\ / PANEL YYP (,� j — ---- FlP R 3/4' x 10' O3 COPPER CLAD 1 FlRIP GROUND RO 1 METER SOCKET — — — — — — — — — -- — — — — — — — — — — — — — — — - 15 I FTTTURE BUILDING 2' I �© I II\\ I Ik I \\ \ 9 S I I \ \ EQUIP ENT I G G GD FIRPRECTOLES 4, -RRP- O WP GFCI INSIDE GEN OR RP -8 1v 11 \ 1 Attach plate to handhole cover with conbactpr provided stainless steel, j , No. 14, oval -head, phillip drive sheet metal screws through predrilled holes. Install new grounding busbar. Support from handhole wall with both, nut, flat washers and look washer. All fastening hardware shall be stainless steel. Center between walls. Install geotextile woven fabric. Extend gentextile 12' (minimum) outside perimeter of handhole. L Granular gravel base. Extend fill 6' outside rimeter of handhole (minimum). Smooth washed grav I fill to depth of 6' (minimum). Extend fill minimum of 6' out ide perimeter of handhole all sides. I I I I I I I I CONDUIT IN CAW YI I I ❑ ❑ I ® ❑ ❑ ❑ i ----------------------J----------_--L- - LJ PANEL FIRP - FUEL ISLAND BUILDING - BASE BID 100 MCB 30 POLE 120/208Y 3 PH 4 W It W/GRD BAR SQUARE D NO SURFACE 3R NO. DESCRIPTION BKR KW PHASE KW BKR DESCRIPTION NO. 1 PANEL RECEPTACLE 20/1 .18 A .18 20/1 IG RECEPTACLE 2 I II \ \ \ 15/1 .25 B I 20/1 SHEET NOTES 4 5 SPARE \\ - C .18 20 1 IG RECEPTACLE 6- 7 SPARE 11 \ \ \ .18 20 1 lop ROVIDE RACK CONSISTING I OF 3' RIGID POSTS IN 4' DEEP CONCRETE BASES AS SPARE 20/1 II \\ \\ \\ \\ 20/1 BLOCK HEATER 10 REED PROVIDEICAP ON POSTS. GALVANIZED UNISTRUT ACROSS 20/1 - C I 20/1 BATTERY CHARGER 12 I POSTS AS REQU TO MOUNT EQUIPMENT - A .72 I I1 \ \ \ 14 15 I O2 PROVIDE A SEALED NON -VENTILATED IP55 RATED TRNSFORMER. MOUNT ON - 20/1 II \\ \ 17 SPARE 20/1 CONCRETE HOUSEKEEPING PAD. CONCRETE HOUSKEDPING PAD BY GENERAL 20 1 SPARE \ \ 19 SPARE 20/1 I CONTRACTOR. 20 1 SPARE 20 11 \ \ \ \\ 20/1 - B I O GENERAL NOTE: GiGS NO ELECTRICAL SERVICE ToDE. PROVIDE 3/4' RIGID 22 23 -{ --� I I I \ \ \ \\ - C - I O4 MOUNT REMOTE GTOR EMERGENCY STOP PB ON RACK. EMERGENCY STOP PB 25 SPARE \ \\ - 20 1 SPARE LOCATED BEHINDIN ENCLOSURE. MUST BREAK GLASS TO ACTIVATE SPARE 20/1 \ \ 20 1 I EMERGENCY STOP P'3. 29 SPARE 20/1 I I \ \ I \ \ \ SPARE I 0 AUTOMATIC TRANSFQ2 SWITCH SHALL HAVE A NEMA 3R ENCLOSURE AND \ \ \ I ANTI -CONDENSATION HEATER. PROVIDE A SWITCH OR RECEPTACLE AS NEEDED \\ \\ \ \\ FOR ANTI -CONDENSATION HEATER. 1/214 /1GID \ I © 30' WIDE X 25' DEEP SYSTEMS ENCLOSURE PROVIDE BY OWNER. ELECTRICAL CONDUIT I I1 DEF \ \ \ \ I CONTRACTOR TO ANIfHOR TO CONCRETE SLAB. CONIC tETE SLAB BY GENERAL FUTURE \ \ I CONTRACTOR. I STATION \ \ \ \ I O7 PROVIDE THREE DEDICATED GFCI RECEPTACLES INSID SYSTEMS EQUIPMENT \ ENCLOSURE. GENERAL NOTE: FUE . CANOPY LIGHTS, PUMPS AND A L OTHER FUEL RELATED 14 \ \ \ I ELECTRICAL LOADS BY FUEL ISLAND CONTRACTOR. ECTRICAL CONTRACTOR TO I I 1 1 /2' RIGID \ \ 1/2' RIGID\ CONDUIT \ \ I PROVIDE,INSTALL Af+D/OR WIRE ALL ITEMS AS REQUI ED PER ELECTRICAL CONDUIT I 111'JR11ID DEF1 11 \ \ FUTURE DEF \ \FUTURE \ I Q STUB EMPTY 2' CONDUIT FROM BELOW GRADE UPI 0 SYSTEMS EQUIPMENT COUIT STATION TUBE DEF \ \ 10 STATION \ \ VOICE/DATA LINES. SEE SHEET E1 OR 2' LOCATION TO HAND \ STAT�ON\ i \ 1' RIGIDCONDUIT \ \ I HOLE BOX NEAR 1 1 \ \ \\\\ 110 PROVIDEIGID C DUIT FROM _ PUMP SYSTEMSENCLOSUREOR •VERIFY 1 I I FUTURE DEF LOCATIONS. PROVIDE STATION \ \ L' RIGID - - - - - -CONDUIT - 11 PROVIDE 3/4' CON IT STUBBED OUT FROM GEN OR SLAB FOR GROUND r - - - \ CONDUCTOR. 1 PROVIDE 1' RIGID C NDUIT FROM SERVICE RACK S ENCLOSURE TO FUEL \ \ \ \ 10 FUTURE DEF I I 1 1' RIGID \ \ \ \ STATION I ISLAND CANOPY BY UNNING CONDUIT UP ONE OF E FUEL CANOPY COLUMNS. ' CONDUIT O DRIITY \ \ \ \ I PROVIDE A BOX ON E BOTTOM WEST END AND A BOX ON THE BOTTOM EAST END I I I \ \ OF THE CANOPY. RUN CONDUIT IN CANOPY WHERE POSSIBLE. VERIFY LOCATIONS I \ I AND BOX REQUIREM NTS WITH SECURITY CONTRACTOR. PROVIDE SEAL OFFS AS I III \�` ❑ \ \ \ ❑ 113 REQUIRED. ELECTRICAL CONTRACTOR TO PROVIDE A 30' X 48' X 36' DEEP HAND HOLE BOX WITH COVER (POLYM R CONCRETE, GRAY COLOR, OPEN BOTTOM, ANSI TIER 22 I I RATED, WITH 4' MOU E HOLES ON TWO SIDES IF AVAILABLE). HAND HOLE BOX I \It ❑ \ ❑ I SHALL BE HUBBE 5QUAZITE, NEW13ASIS OR AN APPROVED EQUAL I I \� 114 PROVIDE 1/2' RIGID CONDUIT FROM GAS PUMP AREA TO PANEL FIRP FOR FUTURE 1 STATION. VER -OFFS-A4-REQULREB. I \\ I Q PROVIDE 2' HDPE/S R1 / CONDUIT FROM SYSTEMS ENCLOSURE TO HAND HOLE Q I 1 1 MON1 BOX. PROVIDE 2' H E/SDR11 CONDUIT FROM HAND HOLE BOX TO HAND HOLE I BOX PROVIDED BY E CRY AT THE STREET. SEE SHEET E1. SECURITY SEC RITY I BOX SECUR BOX I I I I I I I I CONDUIT IN CAW YI I I ❑ ❑ I ® ❑ ❑ ❑ i ----------------------J----------_--L- - LJ PANEL FIRP - FUEL ISLAND BUILDING - BASE BID 100 MCB 30 POLE 120/208Y 3 PH 4 W 100 AMP COPPER BUSS W/GRD BAR SQUARE D NO SURFACE 3R NO. DESCRIPTION BKR KW PHASE KW BKR DESCRIPTION NO. 1 PANEL RECEPTACLE 20/1 .18 A .18 20/1 IG RECEPTACLE 2 3 ATS ANTI -CONDENSATION HEATER 15/1 .25 B .18 20/1 IG RECEPTACLE 4 5 SPARE 20/1 - C .18 20 1 IG RECEPTACLE 6- 7 SPARE 20/1 - A .18 20 1 WP GFCI INSIDE GENERATOR 8 9 SPARE 20/1 - B 1.50 20/1 BLOCK HEATER 10 11 SPARE 20/1 - C .72 20/1 BATTERY CHARGER 12 13 SPARE 20/1 - A .72 20/1 BATTERY, ALTERNATOR STRIP HEATER 14 15 SPARE 20 1 - B - 20/1 SPARE 16 17 SPARE 20/1 - C - 20 1 SPARE 18 19 SPARE 20/1 - A - 20 1 SPARE 20 21 SPARE 20/1 - B - 20 1 SPARE 22 23 SPARE 20/1 - C - 20 1 SPARE 24 25 SPARE 20/1 - A - 20 1 SPARE 26 27 SPARE 20/1 - B - 20 1 SPARE 28 29 SPARE 20/1 - C - 20 1 SPARE 30 REMAINING CIRCUIT BREAKER SPACES FOR USE BY FUEL SYSTEMS CONTRACTOR FOR FUEL ISLAND LOADS 44/0 4' 200A WP #2 GJATSI 200 AMP METER SOCKET 3/0 GND 443 43/0 N6 GND 2 NEMA 3R PANEL FlP 3 #8 #8 GND 3/4' IP55 v3030 KVA '1$8 MIN 4 #3 #8 GND 1-1/4' FIRP N 0 CD w _ C-) o C� TWO 1' CONDUITS STUBBED OUT FROM PAD TOWARDS FUTURE BUILDING FOR FUTURE REMOTE ANUNCIATOR AND CONTROL CONTROL AND COMMUNICATION CONDUCTORS AND/OR CABLE AND CONDUIT(S) PER MANUFACTURER'S GENERATOR CIRCUITS FIRP-6, FIRP-8, FIRP-10, FlRP-12 GENERATOR GENERATOR SYSTEM: KOHLER 60REOZJD OR EQUAL \90/3 —� c u STANDBY RATING MINIMUM — 4P8X ALTERNATOR (.3 'Z 261 KVA PEAK MOTOR STARTING !'m i r w TWO 1' CONDUITS STUBBED OUT FROM PAD TOWARDS FUTURE BUILDING FOR FUTURE REMOTE ANUNCIATOR AND CONTROL CONTROL AND COMMUNICATION CONDUCTORS AND/OR CABLE AND CONDUIT(S) PER MANUFACTURER'S GENERATOR CIRCUITS FIRP-6, FIRP-8, FIRP-10, FlRP-12 GENERATOR GENERATOR SYSTEM: FUEL ISLAND ONE -LINE GENERAL NOTES 1. VERIFY ALL EQUIPMENT, RECEPTACLE AND SWITCH LOCATIONS WITH OWNER. 2. ALL DEVICES SHALL BE COMMERCIAL SPECIFICATION GRADE. ALL LIGHT SWITCHES AND RECEPTACLES SHALL BE 20 AMP. 3. EMT CONDUIT SHALL BE SURFACE MOUNTED IN DRY AREAS. PVC CONDUIT MAY BE USED BELOW GRADE AND IN WET OR DAMP INTERIOR AREAS. PROVIDE GUARDS FOR PVC CONDUIT WHERE REQUIRED. RIGID CONDUIT SHALL BE USED ABOVE GRADE OUTSIDE AND MAY BE USED IN WET OR DAMP INTERIOR AREAS. 4. ALL BOXES TO BE 4' SQUARE MINIMUM. 5. ALL CIRCUITS TO HAVE A MAXIMUM VOLTAGE DROP OF 3%. 120V CIRCUITS: 0-50FT, #12; 51-100FT, #10; 101-150, 111 151 FT AND UP, SIZE LESS THAN 3%. LIGHTING CIRCUITS ABOVE 20OV: 0-100FT, #12; 101-200FT, #10; 201-30OFT, j8; 300FT AND UP, SIZE LESS THAN 3%. POWER: SIZE LESS THAN 3%. 6. EC TO LABEL ALL RECEPTACLES AND DISCONNECTS WITH CIRCUIT NUMBERS. LABEL FRONT OF RECEPTACLE COVER PLATE WITH CIRCUIT NUMBER. USE BROTHER OR KROY OR EQUAL SELF LAMINATING ADHESIVE LABELS. IN SHOP AREAS, USE BLACK LETTERS ON WHITE BACKGROUND. IN FINISHED AREAS, USE BLACK LETTERS ON CLEAR BACKGROUND. DO NOT LABEL BY HAND. 7. ALL CONDUCTORS SHALL BE COPPER (#12 MINIMUM). Fuel Island 1/6"=1. © 2012 K u e n y A r c h i t a c t s, L.L.C. -ATI Rights Reserved E 2 Iowa City Public Works Facility- Fuel Expansion November 8, 201 2 KOHLER 60REOZJD OR EQUAL \90/3 60 KW/75 KVA 277/480Y, 90 AMP STANDBY RATING MINIMUM — 4P8X ALTERNATOR GROUND 261 KVA PEAK MOTOR STARTING TO CODE TIER 3 OR LATEST EPA CERTIFICATION VERSION SUBBASE FUEL TANK TO BE REMOTE SIZED FOR 24 HOUR OPERATION E—STOP AT FULL LOAD MINIMUM. PS 147 GALLON TANK REQUIRED FOR KOHLER 60REOZJD. OWNER TO FILL FUEL TANK. STANDBY GENERATOR SYSTEM MUST MEET MIDAMERICAN ENERGY REQUIREMENTS. FUEL ISLAND ONE -LINE GENERAL NOTES 1. VERIFY ALL EQUIPMENT, RECEPTACLE AND SWITCH LOCATIONS WITH OWNER. 2. ALL DEVICES SHALL BE COMMERCIAL SPECIFICATION GRADE. ALL LIGHT SWITCHES AND RECEPTACLES SHALL BE 20 AMP. 3. EMT CONDUIT SHALL BE SURFACE MOUNTED IN DRY AREAS. PVC CONDUIT MAY BE USED BELOW GRADE AND IN WET OR DAMP INTERIOR AREAS. PROVIDE GUARDS FOR PVC CONDUIT WHERE REQUIRED. RIGID CONDUIT SHALL BE USED ABOVE GRADE OUTSIDE AND MAY BE USED IN WET OR DAMP INTERIOR AREAS. 4. ALL BOXES TO BE 4' SQUARE MINIMUM. 5. ALL CIRCUITS TO HAVE A MAXIMUM VOLTAGE DROP OF 3%. 120V CIRCUITS: 0-50FT, #12; 51-100FT, #10; 101-150, 111 151 FT AND UP, SIZE LESS THAN 3%. LIGHTING CIRCUITS ABOVE 20OV: 0-100FT, #12; 101-200FT, #10; 201-30OFT, j8; 300FT AND UP, SIZE LESS THAN 3%. POWER: SIZE LESS THAN 3%. 6. EC TO LABEL ALL RECEPTACLES AND DISCONNECTS WITH CIRCUIT NUMBERS. LABEL FRONT OF RECEPTACLE COVER PLATE WITH CIRCUIT NUMBER. USE BROTHER OR KROY OR EQUAL SELF LAMINATING ADHESIVE LABELS. IN SHOP AREAS, USE BLACK LETTERS ON WHITE BACKGROUND. IN FINISHED AREAS, USE BLACK LETTERS ON CLEAR BACKGROUND. DO NOT LABEL BY HAND. 7. ALL CONDUCTORS SHALL BE COPPER (#12 MINIMUM). Fuel Island 1/6"=1. © 2012 K u e n y A r c h i t a c t s, L.L.C. -ATI Rights Reserved E 2 Iowa City Public Works Facility- Fuel Expansion November 8, 201 2