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CAS-06_CHANHASSEN HIGH SCHOOL - FILE 2 OF 2-019 d10 so PROVIDE 20 LA cp PROVIDE 20 N "NO GRADING" BUFFER N \X EXISTING WETLAND 1k. DELINEATED WETLAN ago IN UD k\ Af ANSCU PUT - Al JENN gi SOPURAL CU Ay Z9 LEGEND 11 Z_,Iselol V AN DETAIL I.D. NUMBER (TOP) J, SHEET NUMBER (BOTTOM) EXISTING SPOT ELEVATION KI EXISTING CONTOUR JLSTAL�P) 29.0� PROPOSED SPOT ELEVATION a PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) 1. REFER TO SHEET C3.1, GRADING PLAN, FOR GENERAL NOTES. Ul Ln OD All f k /, t_ _ - Ln LO v IS 00. 71 21 zt- i - - Alki. ,,, x iMAT FOR REVIEW ONLY District112 Future High �� U�N�� w�.°��mm� ~ �m��°" School � ��o��0 �� PROJECT TEAM: ARCHITECT RozeboumMiller Architects Inc. 244First Avenue North Minneapolis, Minnesota 55401 ph: 012~O32`211Vfax: 012~004'8152 x^N- A CONSTRUCTION MANAGEMENT DoenmrUtCorponatinn D5O5West 70thStreet, Suite 1O0 yWinnoapu|ia,Minnesota 55430 ph: y52'831'5408fax: 852'831'12M8 CIVIL ENGINEER,LP NDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575Golden Valley Road, Suite 2V0 Minneapolis, Minnesota 55427 ph: 703'544^7129fax: 703^544~0581 STRUCTURAL ENGINEER UuyerEngineering, PC P.O.Box 7397 Fargo, North Dakota 58109 ph: TU1'28O'V948fax: 7U1'280^9080 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 175OCommerce Court White Bear Lake, Minnesota 55110 ph: 051'T4O'110Ufax: 851'740^9370 FOOD SERVICE CONSULTANT Dennis Hahn &Associates 311 Fourth Avenue South Sade||'Minnesota 50377 ph: 32O`259^0557fax: O2O'52g'0905 THEATER CONSULTANT Shook 123Third Street North, Suite 21O 0%Schuler �� Minneapolis, MN 55401 0N��U ph: O12~839`5S50fax: 812`337^5097 SOUND &ACOUSTICS CONSULTANT Kvernatnwn'Runnhu|m&Associates 2444Bryant Avenue South, Suite 30O Minneapolis, yNN554V5 ph: 012~374^380Ofax: U12'J74'31O8 | hereby certify that this plan, specification, or report was prepared Uynoeorunder mydirect supervision and that |omaduly licensed Professional Engineer under the laws ofthe State ofMinnesota. DAN|ELLJOHNS(}N Reg. No. l7219----' Date 02-02-07 KEY PLAN REVISIONS GRADING & DRAINAGE PLAN GENERAL NOTES 1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL 19. NO FINISHED SLOPES SHALL EXCEED 3- HORIZONTAL TO V VERTICAL (3:1), UNLESS OTHERWISE LEGEN D ORDINANCES. NOTED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CONSTRUCTION 20. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED REFERENCE KEY TO SITE DETAILS STAKING / LAYOUT. OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR G) DETAIL I.D. NUMBER (TOP) SODDED. REFER TO LANDSCAPING PLANS, FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS C9.1 SHEET NUMBER (BOTTOM) 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX PERMITS, INCLUDING THE NPDES PERMIT FROM THE li SUBMIT A COPY OF ALL SHALL BE SEEDED WITH SEED MIX #2. ""° EXISTING SPOT ELEVATION PERMITS TO THE CITY. 21. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN - EXISTING CONTOUR 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SEED OR RE -SOD ALL APPLICABLE AREAS, AT (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 21.2� PROPOSED SPOT ELEVATION ALL SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. 22. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52 OR PVC, A900 AS SPECIFIED.. ALL WATERMAIN - 946 -PROPOSED CONTOUR SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE) UNLESS OTHERWISE NOTED. 5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE O PROPOSED MANHOLE (MH) PUBLIC. 23. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 35), UNLESS OTHERWISE NOTED, ® PROPOSED CATCH BASIN (CB) 6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED. 24. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN NOTES. ACCORDANCE WITH ASTM C-361, UNLESS OTHERWISE NOTED. 7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. 25. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL 1. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND 8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, CONSTRUCTION. WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, 9. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND SIGNAGE, FENCING, ROADWAYS, DRAINAGE PIPING, AND DITCHES, LAYOUT. 26. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL VERIFY IF FILL IS TO BE PLACED ETC.) WHICH ARE TO REMAIN. WITHIN EXISTING SANITARY SEWER EASEMENT. CONTRACTOR SHALL HAVE SANITARY SEWER 2, REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, 10. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, LINE TELEVISEDPRIOR TO PLACING ANY FILL. COORDINATE THIS WORK WITH THE CITY OF PART OF SECTION 02270, FOR EROSION CONTROL REQUIREMENTS. SECTION 02270 CHANHASSEN. INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP. DAMAGED BY THE WORK, TO OWNER'S SATISFACTION AND AT NO 28. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, ADDITIONAL COST TO THE OWNER. 11. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH 3. VISIT THE SITE PRIOR TO BIDDING, BE FAMILIAR WITH ACTUAL SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. MECHANICAL CONTRACTOR. CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED 12. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. 29. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS SHALL BE DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO 13. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. REGULATIONS. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LIMITS OF 14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE VEGETATRESPONSIBLE ION REMOVAL. CONTRACTOR IS FOR THE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. 23. FUTURE DRIVES AND PARKING LOTS SHALL BE PREPARED (SUBGRADE) AS REQUIRED. DEPTH OF REMOVAL OF ANY FALLEN TREES DOWNED LIMBS, BRANCHES IN FUTURE AGGREGATE BASE AND ASPHALT SHALL BE REPLACED WITH COMPACTED SUITABLE FILL UNDISTURBED AREAS ADJACENT TO APPROXIMATED REMOVAL 15. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE AND COVERED WITH 4" DEPTH GOOD QUALITY TOPSOIL. LIMITS. UNLESS OTHERWISE NOTED. 5. PRIOR TO REMOVAL OF ANY TREES OR VEGETATION, ORANGE 16. PROPOSED ELEVATIONS SHOW TYPICALLY 50.1 OR 50 SHALL BE UNDERSTOOD TO SNOW FENCE SHALL BE PLACED AT THE DRIPLINE OF ALL TREES TO MEAN 950.1 OR 950. REMAIN. PROVIDE ADDITIONAL PROTECTIVE PROVISIONS AS REQUIRED BY THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 17. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER MAINTAIN SNOW FENCE FOR THE DURATION OF THE PROJECT. GRADES, UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE SUBSEQUENT TO SUBSTANTIAL COMPLETION, REMOVE SNOW FENCE BUILDING PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT AND RESTORE AREAS AS REQUIRED. ELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS. 6. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ANY BENCHMARKS WHICH ARE SCHEDULED TO BE REMOVED OR 18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES RELOCATED, PRIOR TO BEGINNING CONSTRUCTION. OF FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE 7. ROCK DISSIPATION SHALL BE INSTALLED AT ALL PIPE OUTLETS DRAWINGS. COST OF IMPORTING FILL OR EXPORTING EXCESS OR WASTE MATERIALS WITHIN 24 HOURS OF PLACEMENT OF THE OUTLET PIPES. r SHALL BE INCIDENTAL TO THE CONTRACT. '<'- : -"" '-----.._��--'G•a~---""------__.�._----" 8. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL HAVE ALL SILT FENCE ADJACENT TO WETLAND AREAS SURVEYED IN PER CITY ORDINANCE. W W. Z f d 9. CONTRACTOR SHALL CONSTRUCT TEMPORARY SWALES AND J J • ) DRAINAGE DITCHES DURING CONSTRUCTION AS REQUIRED TO ti __,_ ,-------._.„._„_- "`�'f•._- ,-� i,,r �� MINIMIZE RUNOFF AND EROSION AND ENSURE POSITIVE FLOW OF _ -- STORMWATER TO TEMPORARY SEDIMENT BASINS. �. -sue --� - _., �. __. . __ "�. __ `=: _� --•-• "�'""`...,_._, PROVIDE 20'-0,•�'' �>• �f 4 " j ,-- =-� NO GRADING BUFFER Yam. ""'•-•r.,,•,-._ . "-"__ _-. yt� � `^C 4al'. ...,.-,,...„` _-"'e.,," � �-...`. �. TZ ``••.��" .::. 'aa� __..._: :,___._'�"�"y,.., «.`.a=.„ �"_�•.. �k �"lr,. 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N f I f / S I s- a i I 1 w ell •/ -Lr'AL'08 .f�1P^,�35i3 f~ ,��1 ♦ h � t :�� t r! J 1- J/,' ,.r, 5. Z9Y•m v� / I \ a \ dE ". -ram._.•.., , `•.. `w`. "� . .. f / _ ... 'Y mK- �- \� \ \\ �Q't'YaR� RIr,CI� „ ""`�-,.�`ti ` �`. M1}� .,` �,'�\,-�"-,-`�`\,~'•~„� \\\ \\`''1,+� PROVIDE 20 -0 �a:"`^~ ` V t°�w NO GRADING BUFFER_OW ��, � _.,., --. '�. ti `` •.,,. '\ •\ \ , � \ ww"^.,.-,,......„,,..., ' ,.-.. /�+„ � � Y" w / �,.��.-.._ \. a 3 _ 'n \. `�rA I x � {, 7 ^ J 1 6E � _ a � �` 4 � - „•„ "`' \ \ / � ' "�'"` \ '/ i .•"rl' i ss a ... �. / / %,. " i r' _,- o• -s ' p„n ]< 'Y. \�``" \'`�' 1 ! !; l � I! I l -1,------. - .- _- - - - _ \ q g \ $ t'_'-' J\. �. r�% /' /"/ e'"";' i d" i f � ..+' �t"m", "' "''`k. ♦.}�S �,� \ "\. a\\ ! �. l I } I J { ! � A` _ �.... � /� � .JgN 9 �.i / r + F`' «d"' ..� f�,,r/i J:ufi � , f i/, J, r„ r r •y„,+^•� „�•e, .,` ..'�' \ \ \ \ aqr,//j r t i' i ! �1 { q� a f p J . - _ \ ♦ / i•�"-'�a.�„� `• "\\ " '\ •..,. 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I Ii II i t v. ! ;,'rwJ JI ' t /i `� �'Y J/J ✓' % �!/ 1 District 112 Future High School PROJECT TEAM: ARCHITECT Rozeboom Miller Architects Inc. 244 First Avenue North Minneapolis, Minnesota 55401 ph: 612 332-2110 fax:612-664-8152 A•N•A CONSTRUCTION MANAGEMENT ��-� Bossardt Corporation t � 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 i1► ph: fax: 952-831 1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 ' Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax: 651- 748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Stree t North Suite 210 Minneapolis, MIN 55401 f h 6 12-339 5958x:612-337-5097 a P N SOUN D &ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates , 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 h:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS 06085 ill =50' 02-02-07 JRP D LJ GRADING & DRAINAGE PLAN 1 I +' M1 J tr' ! ! \ / i t ( / / / % I t t -4 \ 1 \ t . i \ 1 \ t i i \ \ \ � -� .R e \ \ \ \ � U .,. �� " /' ' ' f f J tag { j� , a �. , f .- / ♦ ,. ✓ g• a y .-,. min Est-� z: .g,-y, -- 'ma."; w i`- " , 9 I g a l I l a l P° l { I l��` r rv� 'i "-� -� � /�`�c\ i\,,^,*�-_ ... (I J\\ \ ( 1 II'I / ACHLIFE #1r tI // t { 4 t i \\ \ \ i i i \\ \ \ \ \\\ °' / r ( 11p i� i Id r // (,\ \ ^ ! I I I r I If� °r�l� j ^ l , I v - t MATCHL 1 K r t i7Tt�-4 !t/ I ! i1 1 i iii \\\ \\Ry(( (�/I/ i 1 i i! l' /' i/ t '� {I i \\\ \ � \ \ \ „\ ' f ! � l � ,�`., w� r.� a. �/��,r�„�..;,ss�as�� I(iI,, _ •rg �i�,,I g J I i I \ % i 7 i 1 ( 1 ' i Y / w �'p, v ,�i'' } r� 1 t j , J� ( � 1 � A \ t t / / t / J , l ( i � i \ \ \ \ \ \ \^� \„ \ \ � \ \ \ t� \ 1i e 6 7 i 1 ! f i i , \ \ \� __ �w ,�- •`� � I �' '� I ! 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N. r, r�r %/ l,.� I� / /J r .J ! ✓ y / Jl� It t Ji �.e 'y' / /, ...a._ _ _ _ vim' .y... -� R�;.!. J,� .,t,a(` r,•,'� r, ��jgr .R � y�/ ^f rr /.r.r'-^"%' \'?• A ,;..-, .-.- .,.. .• ' �1 j� F j / � + �� f 1 � re o /Ney / 4 n m,:,.-i,�- r ,,,.' ,�._,^-;�,t",', „er �,�f• a`.r' /'. / �L' a _`tie._. t� s -53 `� ,.,--_• �,: f� ",.•"'r y - r,. -''"� f'.%'`fr� �,. 1 '3 ' , / ` • 1 i & ,` ! F'r / ! '.. " -- .!�:4'T' ,<+'"'. __- .ze✓w,.. \, ie^"°' ; , ,r ,la's_ r jO f y fi ; \ "t4\ t ff / , f,- .:,�xg'"�"°»• ,� .,s'- ..-' � -'"•te--- ,-»"� 1 m 'fib .. � � % f.`� y / �''R''''F �:? r 7 , .�.`_ ..•.>" :y ..'-'' 1'' f :: Ip � (: "; , it r 1 � \ \\ � //� i,r' � / x--- ��,,�s�`�� "'"-,;,-� v'�v. .-r""`'�' `')'/ r„�'�"``y-�.a'`� '"'�"�r '%' s- i i� .�.. ..- - � .. .'' � t � i i ( ,l i ?, ,. •gym � \ , i _ �..�%' "~�`� _ .�,"'' . '' ..-.�.r.PS..f^'. �.r, � rf ,,..- - DELINEATED WETLAND - --_- -- - --` J / }� ! I �,. �.�\ `' � r /mil / �. ''„�_ �`�� +m^`� ,•' ,,r�, ��"... i'�•.�'"''` r 928 � v--" r, \. �� m ` '�'` �. `''.- ` ��' � :- ✓ : � s. �j` PROVIDE 20. 0.. �.� "NO GRADING" BUFFER � ID Y DELINEATED WETLAND ,k •. __. � .t 9� , ,.- ..sW,-_ _ ••._ lfr' .`. �� :,.-`.T`� r -y,, w.:,�-.ram' _-' ...-�- �_,�;°''� _.. ^+.. " / _---. --" -y O ,,,,,� � ,+.T°Jy`.p, � �`� �" � ! _ ---JJJ Ar"�•y°f.+"''T.Y�~P � ._--i�"� PROVIDE 16'-6'v _. :'g-7`"vutl�_— - — �,�•-.^'"' „fr" \{ ' 'J ..' -�'' " "NO GRADING" STORM BASIN 11, -Jzt ✓i! _ BUFFER LEGEND NOTES: 1. REFER TO SHEET C3.1, GRADING PLAN, FOR GENERAL NOTES. REFERENCE KEY TO SITE DETAILS st DETAIL I.D. NUMBER (TOP) 3; pq \\ ? } f " N` i _ / '` ` ` y C9.1 SHEET NUMBER (BOTTOM) EXISTING SPOT ELEVATION EXISTIN _ I WETLAND �" _ y - / " f �$ it r'. .o- EXISTING CONTOUR J5tN f`r -"i°y !f j� Y r ` l r "— �52.2 PROPOSED SPOT ELEVATION q ✓ ^ti "� •�'� �""`y t4' .`,,(r r^ l ✓� i rn r ':'� .r"' 'q 1 f .,,, . ••' ', r''`., :! vw`"^%✓ ^`"'ref f, "�.�° ✓'''".e" /` ,..� .."'~tom I.r �'v'"".r � y /'` _ -.�' ;: •'"' '"... ff ..• r�,,,,,•,,,�,f, e �: r,.,=,. .n,.mP, r„ .... / `fr-�' f,k .,, •' I .r"'"' .•-''� ;„.^s'-" n�°'rrf-` A 966�., f„ a-r �,:'„r .`>�='sa p- ,,,..•...�..� "-"' � r � q r'r '.•.''• %" %'""`� _ g y.'. ,,.'" ,. ;t y' / s'" .�� 4 /fY` fl 1J y.�"! ./ p ✓w- ..0= : ^ ,/ f . ty✓✓eW .«�/ ii :'v:'�`^" :�^ d``r'. ,Ga+,'", Of;f '"' .r:•. "riYf '~ at - .,. f :,- �ff, /• ✓' ,"-" � >fY y _'.' J l r f ". DELINEATED WETLAND W W I U C� �I2 936— PROPOSED CONTOUR 0 25 50 O PROPOSED MANHOLE(MH) ® PROPOSED CATCH BASIN (CB) District 112 Future High School PROJECT TEAM: ARCHITECT Rozeboom Miller Architects Inc. 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 II•Y•A CONSTRUCTION MANAGEMENT �� Bossardt Corporation W61 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 ' ph:952-831-5408 fax:952-832-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER <*Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT 1 Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph: 320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook ON 123 Third Street North, Suite 210 MinMinneapolis, MN 55401 ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS 06085 1"=50' 02-02-07 JRP DLJ GRADING & DRAINAGE PLAN FOR REVIEW ONLY C302 NOTES 1. REFER TO SHEET C3.1, GRADING PLAN, FOR GENERAL NOTES. 2. REFER TO SWPPP NARRATIVE (SECTION 02270) FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. LEGEND e REFERENCE KEY TO SITE DETAILS C9.1 DETAIL I.D. NUMBER (TOP) SHEET NUMBER (BOTTOM) HEAVY DUTY PAVEMENT 3 C9.2WIC5.2 MEDIUM DUTY PAVEMENT 0 LIGHT DUTY PAVEMENT C9 2 11 0 TRACK AND FIELD PAVEMENT C9.3 0 AGLIME INFIELD @92 CONCRETE WALK 21 'C9.1 p SIGN 4 5 C9.2 C9.2 70 FENCING KEY- TOP=HEIGHT CLF BOTTOM=WIDTHITYPE CONCRETE PAVERS o® o � I I , r 006 I 1' t , t r I� r a ALTERNATE FINISHING PLAN — _ � T =---------.—_-_----_"----- —� Ir _—'-�:M�op — � — — — — _=_---------- — - � g SCALE: 1" = 50' i----------- --- --_—_._------ -- I I *k' �# _ W W Z_ Z_ j J WETLAND J J J )j I MITIGATION ( AREA L) I j ) I I j � I •! i I EXISTING WETLAND - �c + was..m.,._.W. ..._,•...._,..»„w�,. .. ..,,:_.,.moo.-.;.,.._,......,u..�...�.,.. a.. „'"t`„>..,,, ,,, _ •M ._..,.._.-. .....,J_y .....-...___-__._------._........._.__._____...__—._....__.._._.._...,.. srxw--- I -...., .._.> i _ ._ _ .__ _... _.... _... _..._... — ...._ _._. —.._ _ _..-..... —._.. _........ _ __ _. _._. _ .m. — — _..- _ 4' HIGH FENCE C9.1 s \ —� -... �`-hr, ^"--� �" F ''tip �" �`�u • \ \\ "\\ AT TOP OF WALL f i \ /' _'. � r -�.. "'---^-. —.� '�......,,` •'°"' -- �'"'ti,�.rrrvwwr v-+ ``,, �/ I f �pEPa d' m\ \ �i `"-`."' 1 ' If _ J I STORM BASIN 3 v 19 19.1 W AMN FENCE, ( 1 AT TOP OF WALL I i RETAINING WALL C9.3 REFER TO SHEET C6.5 4'HIOH FENCE`\ FOR ENLARGED PLAZA ATTOP OF WALL `` \ ~'-. \'�.,, \` d r r I !! NOTES 8 `� \ \, �\ J ------------ PLANS, -,.� ! ^� �A ,' C9.2 I DIMENSIONS `� \ �^-�- /!� /'' i 'v I 'Ail NCE ^ WALL 21 _ C9.1 \'\\ '�~'...�~ �( �„'�J/ r/,'�r rv��'� 18 .� / \\� EXISTING J/`e�/`•,. ��-- ��_: ,;:: �- +� :-� ,-.:::,va vet `�\ WETLAND \\ � \~ � f ''•r .r Al , > 7`\\ ^� r 4' HIGH FENCE S' -vim s+a .0 ,p^• %' p ! .YrrAT TOP OF WALL 4'HIGH FENCE �\ RETAINING W LL ` I \ r AT TOP OF WALL k RETAINING WALL Al I � i PROPOSED HIGH SCHOOL 0 0 21 26 19 8' (REFER TO ARCH SHEETS) C9.1 G9.1 C9.2 18 FFE = 950.0 (UPPER LEVEL) o C •1 C8.1 FFE = 930.5 (LOWER LEVEL) FINISH SUBGRADE = 10 INCHES BELOW FINISH FLOOR ELEVATION (FFE) - TYP. r r----------� r---_j PROPOSED HIGH SCHOOL r------ ___ —J L.J (REFER TO ARCH SHEETS) "l I I L----� L-----� I I I I FFE = 950.0 (UPPER LEVEL) { FFE = 930.5 (LOWER LEVEL) FINISH SUBGRADE = 10 INCHES BELOW I FINISH FLOOR ELEVATION (FFE) -TYP. CONCRETE STEPS (REFER TO ARCH) MATCHLINE #1 I � t' � � MATCHLINE #2 � YYYYYYYYYY■ YYYYYYYYY■ ® ® ® YYYYYYYYYY■ I L � PROPOSED HIGH' I (REFER TO ARCH EETS) a REFER TO SHEET C6.5 21 21 L 4' HIGH FENCE i AT TOP OF WALL , f D92 ]20.1 ZETAININw WALL C9.3 F' i i I I _4 HIGH FENCE i AT TOP OF WALL z i d r s 11 , I 1 I i I. 1 i 4 II , I , 1 � � I , 15 I 4' HIGH FENCE , AT TOP OF WALL 1 ti r I d i I' , { , , 4 t s e , 4' HIGH FENCE QO C.7 � WM Ld to X 3 y'V t c a G CITY SUBMITTAt FOR REVIEW ONLY District 112 Future High School PROJECT TEAM: ARCHITECT Rozeboom Miller Architects Inc. 244 Fir 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 0.•Y•A CONSTRUCTION MANAGEMENT Bossardt tion Minneap ol85 is, Minnereet, Suite sota ota 5543800 ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER I LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 r Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph: 651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT a Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 ph: 612-339-5958 fax: 612-3375097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph: 612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer underthe laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS 06085 1"=50' 02-02-07 JRP DLJ SITE FINISHING PLAN L i CONCRETE STEPS (REFER TO ARCH) MATCHLINE #1 I M L iiiiiiiiiiiiiiiiiiiiiL. m� fi fi MATCHLINE #2 1 i 8 PROPOSED HcGHH,'��Or0T, .: a � L 4.�4._ ITO _t REFER TO SHEET C6.5 � I _ 28 FOR ENLARGED PLAZA ',4ti^ r PLANS, NOTES & ' -- ^� DIMENSIONS- C9'1 W j 21 18C9.1 C9.1 � J -- �..._�.Vl �.. .L CONCR 18 21 PAVERSETE C9.1 C9.1 19 ` 0 18 C9.1 21 C9.1 } DROP-OFF Y - ' 18 C9.1 18 SOUTHWESTr r r- tt 'PARKING Cbf r (253,STALeS) -s IORTHWES r ` - ARKING L07 '� �� t f 18 �� <. r 324 STALLS) .ah C9.1 �\ ' f '^"l~ �y� \,,,..--'' ,- v`�J ®sue / hF'•, Y ..,i"'F _� r �..;' f ,.,, -.'• 2 18 y 18 a✓ \ r r ✓ (18.. u 21 ` ,. C9.1 ' t C9.1 f C9.1 �r 18 .� ✓ �^ 18 k - C9.1 4 18 C9.1 ! C9'J a� Z� � I I � 4R C9.2 ' I s , 18 C9.1 �^ EXISTING 19,. WETLAND C9.1 1 i t y t J9 _.� - ''"� f� // 6EtYC ' Jp�/ 1, /•�� CM W W 2 _ V V I STORM BASIN 1 FUTURE MONUMENT N r ` O FEfk$$$��''' E A T AT TOO OF ALL 15Brg ,3i„L�ros L� 26 7 �. f 4 C9.1 5 t 1 4 4 1 M 4 1 ` 4 � t ' \ 4 i \ 1 1 t 4 ` � 4 4 �a 1 v 21 C9.1 + r � � r ' r + r + / 14 1 /d 1 1 -RETAINING WALL 7`" ' _-- WETLAND C< C�.3 MITIGATION AREA EXISTING h WETLAND 4' HIGH FENCE �AT TOP OF WALL,' `g STORM BASIN 2 N 1 � ✓yy`^ `� !`,� � ._+.':"✓ram/ J/'e 4 R.O.W. WIDENED TO 60' EACH SIDE (120' TOTAL) c NOTES �t LEGEND 1. REFER TO SHEET C3.1, GRADING PLAN, FOR a REFERENCE KEY TO SITE DETAILS GENERAL NOTES. 1 DETAIL I.D. NUMBER (TOP) C9.1 SHEET NUMBER (BOTTOM) 2. REFER TO SWPPP NARRATIVE (SECTION 3125 00) WC�2 FOR CONSTRUCTION SEQUENCING AND EROSION f. '/ t, HEAVY DUTY PAVEMENT CONTROL REQUIREMENTS. e MEDIUM DUTY PAVEMENT C9 2 LIGHT DUTY PAVEMENT C9 2 11 TRACK AND FIELD PAVEMENT C9.3 O®O r� District 112 Future High School PROJECT TEAM: ARCHITECT Rozeboom Miller Architects Inc. 244 Fir 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 A•Y•� CONSTRUCTION MANAGEMENT Bossardt Corporation 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER <*Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph: 612-374-3800 fax: 612-374-3133 AGLIME INFIELD CONCRETE WALK@@aq(02 I hereby certify that this plan, specification, or 4 5 report was prepared by me or under my direct SIGN supervision and that I am a duly h C9.2 C9.2 p y licensed Professional Engineer under the 90• FENCING KEY- TOP=HEIGHT laws of the State of Minnesota. CLF BOTTOM=WIDTHITYPE CONCRETE PAVERS DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS 06085 V, = 50' 02-02-07 JRP DLJ SITE FINISHING PLAN CITY SUBMITTAL FOR REVIEW ONLY C602 I \ 4�\ W W z /_ U Q IN, _____- -- --------------------------------------- -------------- ------------------------ 0 - - - - - - - - - - - - - - - - ---- -- '029 3"90, or. TOP OF WALL RETA141ING WALL 6 C9.2 SOFTBALL 3 8 C9.2 0 25 50 NOTES 4 4- NIGH FENCE AT TOP OF WALL 1. REFER TO SHEET C3.1, GRADING PLAN, FOR GENERAL NOTES. 2. REFER TO SWPPP NARRATIVE (SECTION 02270) FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. LEGEND REFERENCE KEY TO SITE DETAILS @ DETAIL I.D. NUMBER (TOP) SHEET NUMBER (BOTTOM) HEAVY DUTY PAVEMENT ( ja D2/ MEDIUM DUTY PAVEMENT W2 C;5 2 LIGHT DUTY PAVEMENT # 11 TRACK AND FIELD PAVEMENT AGLIME INFIELD lo \%d92 CONCRETE WALK �. gl C'1 1'415 SIGN C9.2 C9.2 FENCING KEY- TOP=HEIGHT cLF BOTTOM=WIDTH/TYPE CONCRETE PAVERS SOCCER4 N E C9 2 SOCCER3 IPA ORA BLDG VC N, IN. NN EXISTING WETLAND -- ---- - - - - - - - - - - - - - -- - -.,.__4____ --- - - - - - - - - - - - - - -7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - ------- - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - 1-/ - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - 12 07 EXISTING RET WALL C� WETLAND .3 WALL of _7 F RETAINING WALL IS 2 TENNIS (4) ---- -- 9.2 4' HIGH FENCE e C9,3 AT TOP OF WALL RETAINING WALL ------ 4' HIGH FENCE ;q 2) AT TOP OF WALL RETAINING WALL 12 RETAINING WALL C9.2 4' HIGH FENCE AT TOP OF WALL I I RETAINING WALIC5 .3 1 C9.2 DISCUS (2) 16 C9.3 12 C9.2 k4, Az r� 10 SHOT PUT (3) 8 3 9 4' HIGH FENCE C8.3 - ------ AT TOP OF WALL C8.3 C8.3 - ----- 26 4'HIGH FENCE 1 C9.1 AT TOP OF WALL C9.2 4' HIGH FENCE ----- ---- ------- RE P7 TENNIS (4) PROF AT TOP OF WALL RETAINING WALL C5 C9.3 ---- ------- .3, 4 412 'HIGH FENCE 9.3 AT TOP OF WALL C9.2 1000 RETAINING WALL f C9.3IN, V� IN\ tt'H+ I "IN 4' HIGH FENCE AT TOP OF WALL 14- C9.2 1111o, 14 f I 4 18 '9.3 NORTH C9.1 i PARKING L. 1(422 OTAL�S F 7 C9.3 RETAINING WALL IN 1 21 I e F F( J" 7 4 C NCESSI 18 1000, jt BLDG District 112 Future High School PROJECT TEAM: ARCHITECT Rozeboom Miller Architects Inc. 244 First Avenue North Minneapolis, Minnesota 55401 ph: 612-332-2110 fax: 612-664-8152 R-N-A CONSTRUCTION MANAGEMENT Bossardt Corporation 8585 West 78th Street, Suite 100 ph: 952-831-5408 fax: 952-831-1268 1 Minneapolis, Minnesota 55438 911 SO ClViL ENGINEER I LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph: 763-544-7129 fax: 763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph: 701-280-0949 fax: 701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph: 651-748-1100 fax: 651-748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph: 320-259-6557 fax: 320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 ph: 612-339-5958 fax: 612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph! 612-374-3800 fax: 612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No, 17279 Date 02-02-07 KEY PLAN RETAININGREVISIONS - e CONCRETE C9.2 WALL19 M PAVERS • 26 18 REFER TO SHEET C6.5 C8.1 c81 FOR ENLARGED PLAZA 20 PLANS, NOTES & C9.2 4' HIGH FENCE DIMENSIONS C9.2 AT TOP OF WAL RETAINING WALL 4'HIGH FENCE If AT TOP OF WALL 2 C9.2 BASEBALL 2 4 C9.2 4 18 C9.3 10 06085 111 = 50' 02-02-07 JRP DLJ C9.2 RETAINING TL SITE FINISHING tt-H 41_ PLAN j 4' HIGH FENCE 1 9 C9.2 AT 1 UP OFWAIfL 1 X - I 'Y� C9.2 J 20 20 C9.2 RETAINING WALL 4 7 gC53 C9.3 C9.2 4'HIGH FEPCE MATCHLINE #3 AT TOP 0 WALL , tar CITY SUBMITTAL \1 MATCHLINE #4 RETAINING WALL FOR REVIEW ONLY 8 Nums"A hL NOTES REFER TO SHEET C3.1, GRADING PLAN, FOR GENERAL NOTES. 2. REFER TO SWPPP NARRATIVE (SECTION 31 25 00) FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. LEGEND REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) C8.1 SHEET NUMBER (BOTTOM) HEAVY DUTY PAVEMENT Q.C8.2 MEDIUM DUTY PAVEMENT C8 2 e LIGHT DUTY PAVEMENT Q 11 TRACK AND FIELD PAVEMENT C8.3 AGLIME INFIELD 10 C8.2 ® CONCRETE WALK p C8.1 4 5 SIGN C8.2 C8.2 10' FENCING KEY-TOP=HEIGHT CLF BOTTOM=WIDTHITYPE CONCRETE PAVERS ITY SUBMITTAL District 112 Future High School PROJECT TEAM: ARCHITECT Miller Architects Inc. 244 Fir 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax: 612- 664-8152 i•1•A CONSTRUCTION MANAGEMENT Bossardt Corporation 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph: 763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 65110 ph:651-748-1100 fax: 651- 748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 F ph:320-259-6557 fax:320-529-8905 ,4Ii THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 ph:612-339-5958 fax:612-3375097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS PLAZA FINISHING PLANS 06085 1"=20' 02-02-07 JRP DLJ FOR REVIEW ONLY SHEET DRAWING LIST: ADl .rnE exEE1, NCEI hIpN.IOP°(W/JNIC E ItMY tUNEY `4M1 ELWN°MY.IACCDistrict 112 District 112 New High School .. wENApn.tlAlAoenArl CL.11AG1..E11ANAEEp/EI C1.lR NRAEl1E WYIRAX New High School ul NI.IIY lIIiN w DnnrrlAN .mm w IIRIIVINAN E~i�N� y4rw w 11Rl1V tNAN � .DNS N..�..� w lEt°EbY WNIECt11AM N�wmnN t.elMv ut Etrz rEmENo IMX ..• taa.Irz rtl�lExe ww r�.eEIEEtEa w EIRRrxMO RAN rw..new caaenE EEeI.a NUN w tNAi'AFENIXN. RIIN '�'� �mrw.N. n.l uxo.eArEloNwl nalAxoEEErEIENwI yy®LLIiiE6A�L as uulewlotuN natAtow°El rlArl w EU.EAIIEX RAM ut ERE ERAu AN& N.is..Ho rmwm� w.a enEORAu w Et1E urua �� ARCNRECTVRIIL: Rnasa.�maa Al OY6WLl°EIFII IEVELII°CRRAN Al: a+t3uuirmrDmltNAx Al. °YfANLEBCWO flll°RPI.W Alt EIRCEI°EIEVAT4Y ELECTWGL: `� [ME ElLCl1EGLERE RAN Ep�Q®EE16 BII [IlCAKJL RA°EIY nw or.r.irr Bli 661NCNLEIR RAN�WT°NEIICE i11 M1.lAwY � FMIV iILCAGILRMIIY RAM.N°TpEl1OG � kmoa ]...1RfiRtlQ rw�Nan N`aN .pw fP FNis� sRima/ CfTy CE CHANHASSEN RECEIVED FEB 0 5 2007 C*'WASSEN PANNING DEPT tn.mlm tytara Nw I TITLE SHEET INDEX CT' RE/IEW SEr A000 SCANNED A V v I� Wiw14 1214 F I� 11ItJ [I II II p1Y1e� YWCA f.��]L■L.��■�■ _�7_' ! ICI+ -rt I �1 II�\ill I�� I i7■ lip_g o. i I � 1 II I■Ri I i �i ft31t:'Ci ILL.,■ ■ I ■ �� w . I+ M I ..LOWER OVERALL -�FLOOR PLAN v v •I _ ally■fl■r��N i Mom Eel I I ml PIH P a �— _ mmm;'�I,auuu nnm�a!lammu �• I �� 17 IH ; �� j ■n �I ",Iillfl��ulul�� C, 111111111111ii'�I ,il�°°°°, m �� 'illlllllllll!'lll � '��Illllllllilllil, �IlvuiIII�IIlU911�� I, .,�, i Iu„�i_ I�� ■+■ IS` LIUiilinntt'li lilll .11llllu.,iI liliiig _ �a t♦ o. III" . Ciuuu',Ihiliiiiiiil�' w I � � = �07IIIAM R*mw=7 is . j ri tl:rr; C I aaiL_C■II ��Ir � :L�o-1 i nyu�r ME —Q�1 �11Y- Bonny EL ..,_� OVERALL FIRST FLOOR PLAN o v i 8 I III + I + I IIitI I IIT III � I I I 1 I —�--I III I I I District 112 I I New High I i School II I 1 `a •..�r� r i•r X El —1 V / \ Y' — .avwav rvr.ml ♦` / - - - - - - -- -- --- - m - - LL --�� - ------ J.& ...,.r. -LAw I I I I I III I I - I I I -�--------- �..wtvm .�" ��-�- - - _�-7_-__�_ BUILDING (.mil RIISM ROOM FIEVATIDH6-FtiE: v .":.': �'"�r.w...,w / ♦ � — — I I I / ♦ I I � T 11\ t. T T T . I I I I I ---- _ T T T �/ FP9TRLEVEL FFE ib m 9ECpOlEVEi FFE iM.W SOUAgE FOOT GILCUATION4: _ _ in.PM FOOT RIM 81$E 2l6.WI8F xo.wriW.our I I � T T • I T 1 1 T ----_�— LOWER ROORARFA tD;O•!9F FlRST ROgt AREA 1W.mw 6ECOND ROpt AIEA @.0138F TOTAI FLOORARFA m5,]•!SF .�\�ro • /\ T , / \ / — \/ T I 1 � ( T T • I I I vAb.r I 1 I I 1 I I I 1 � 1 FMI9lI 11 I I _ • �1.I IfI � —��—� - 11 �I11—�1IIIT T T _I IIL-:!yf[ —i T =77 _�T�=T_T-I '------_ OVERALL - I III I I 1 =- 1 SECOND FLOOR PLAN • 6• .. • CITY REVIEW SET Al03 _J 11= Mull •••-- !iiiiiii-� �iii � • •-• I iiii�• -- iiiiiiii • iiji - - • - iiii ,------------- rrrl .---- Illi.----- urn u rrri rle uIII , IIIIIIIIIII , m IIIIIIIIIIIIIIIIIIIIIIIII1111111IIIIIIIIIIIIIII1111111111111111111=-=—===mm�•••1l tlllilll' '•IIII • . o. .• .I IIII '•ILII ^--' 11 11 11 =_____--- nn.n a sums.; IIII iiiiii-===s=€-.=_=_i„ ,�,lurmnl•IIIII —•. .I,I• jell• =La .••. )TES. District 112 Future High School PROJECT TEAM: ARCHITECT Rozeboom Miller Architects Inc. 244 Fir 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 A•Y•A CONSTRUCTION MANAGEMENT Bossardt Corporation SIDE rl Minneapolis78th Street, 00 Minnesota ph: 952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph: 763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax: 651- 748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 at ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS 06085 1 " = 100' 02-02-07 JRP D LJ SITE RETAINING WALL PLAN CITY SUBMITTAL I C3N5 FOR REVIEW ONLY 0 k .ik 0f •tl "• y -r r J i 11 � rr II , i i l I CIt / ourcor e.- 1 ll - i ._. ANH SS . _.2aSIN S.S 1 it r I / I t I la I 1 0 i i i iI k S I I I ill 11II tt��G J S i i III I 1 iii I S W A M P a 1 I 2 e <p O �--4 `.: .. IN I FM 'AN 1 I 1 1 I 1 1 I I I I i I I N 0 0 E N r £ R o u r c Or A S W A M P G4 5 Ik 6 i i . � 6• I 1 , p ` P• I k 10 r � S W A M P 55£ LEG= CB Denotes catch basin PROPERTY DESCRIPTION (Per Warranty Deed Document No. 148445) CBX Denotes communication box CMP Denotes corrugated metal pipe That part of the North Half of the Northwest Quarter of Section EB Denotes electric box 22. Township 116 North, Range 23 West of the 5th Principal EMH Denotes electric manhole Meridian described as: FOL Denotes fiber optic line GP Denotes guard post Beginning at the north quarter corner of said Section 22. thence GW Denotes guy wire on an assumed bearing of North 89 degrees 05 minutes 35 HCR Denotes handicap ramp seconds West, a distance of 969.75 feet along the north line of HHC Denotes communication hand hole said Northwest Quarter, thence South 56 degrees 57 minutes 24 HYD Denotes fire hydrant seconds West a distance of 1138.88 feet to the center line of INV Denotes structure invert County Road No. 117, thence South 32 degrees 02 minutes East LP Denotes light pole a distance of 56.45 feet, thence Southeasterly 484.22 feet along MH Denotes manhole a tangential curve to the right having a radius of 3322.60 feet, OHE Denotes overhead electric line thence South 23 degrees 41 minutes East a distance of 241.78 PEP Denotes polyethylene pipe feet to the south line of said North Half of the Northwest PKS Denotes parking sign Quarter, thence South 89 degrees 06 minutes 46 seconds East a PP Denotes power pole distance of 1570.38 feet along said south line of the North Half PPLP Denotes power and light pole of the Northwest Quarter to the southeast corner thereof, thence PVC Denotes plastic pipe North 0 degrees 30 minutes 30 seconds East a distance of RCP Denotes reinforced concrete pipe 1326.84 feet along the east line of said Northeast Quarter to the RRCL Denotes railroad crossing light point of beginning, according to the Government Survey thereof. SAN Denotes sanitary manhole SAN S Denotes sanitary sewer line Outlot B. CHANHASSEN BUSINESS CENTER, according to the SMH Denotes storm sewer manhole recorded plat thereof. ST S Denotes storm sewer line STC Denotes surmountable top of curb elevation That part of the South Half of the Northwest Quarter of Section TC Denotes top of curb 22, Township 116, Range 23, lying easterly of the centerline of TCS Denotes traffic control sign County Road 117 (Excelsior and Shakopee Road) and that part of TL Denotes traffic light the Southwest Quarter of the Northeast Quarter of said Section TP Denotes telephone pole 22 lying westerly of a line running from a point on the south line TRANS Denotes electric transformer of said Southwest Quarter of the Northeast Quarter distant UGC Denotes underground communication line 660.00 feet east of the southwest corner thereof to a point on UGE Denotes underground electric line the north lineof said Southwest Quarter of the Northeast Quarter - - -JAL - - Denotes water line distant 330.00 feet east of the northwest corner thereof. Less WV Denotes water valve and except the following described tract: \ That part of the Southeast Quarter of the Northwest Quarter of BOX Denotes Boxelder tree Section 22, Township 116, Range 23, Carver County, Minnesota, \ COT Denotes Cottonwood tree Cotton described as follows: Commencing at the southeast corner of the HACK Denotes rr tree Y Northeast Quarter of said Section 22, thence South 89 degrees MPL \ Denotes Maple tree 57 minutes 53 seconds West, assumed bearing, 2649.54 feet PINR Denotes Red Pine tree along the south line of said Northeast Quarter to the southeast W PIN \ � Denotes White Pine tree corner of said Southeast Quarter of the Northwest Quarter of \8 enotes Russian Olive tree Section 22, said point also being the point of beginning of the YYY S Denotes shrub tract to be decribed, thence continuing South 89 degrees 57 CG Denotes Colorado Green Spruce tree minutes 53 seconds West 499.83 feet along said south line, WIL Denotes Willow tree th ce northwesterl 24729 feet alon the center of a ublic en y g p roadway on a non -tangential curve concave to the northeast with a radius of 954.93 feet through a central angle of 14 degrees 50 minutes 14 seconds, chord bearing North 72 degrees 54 minutes 36 seconds West 246.59 feet, thence North 00 degrees 24 minutes 57 seconds West 592.50; thence North 89 degrees 35 minutes 03 seconds East 377.00 feet; thence South 71 degrees 53 minutes 06 seconds East 377.58 feet to a point on the east line of said Southeast Quarter of the Northwest Quarter, thence South 00 degrees 24 minutes 57 seconds East 550.00 feet along said east line to the point of beginning. Subject to a public roadway easement on the south side thereof and a power line easement on the east side thereof. Subject to other easements, reservations or restrictions, if any. Subject to a public roadway easement along the south side thereof and other easements, reservations or restrictions of record_ Subject to an easement for utilities and ingress and egress, being 40 feet in width, lying 20 feet on each side of the following described centerline: Commencing at the southwest corner of the the above described tract; thence North 00 degrees 24 minutes 57 seconds West 321.50 feet along the west line thereof to the point of beginning of the centerline to be described; thence North 76 degrees 30 minutes 00 seconds West 45.00 feet; thence southwesterly 46.69 feet along a tangential curve concave to the southeast with radius of 50.00 feet through a central angle of 53 degrees 30 minutes 00 seconds; thence South 50 degrees 00 minutes 00 seconds West 224.89 feet tangent to said curve to a point on the center of a public roadway and said centerline there terminating. It is intended to extend or shorten the side lines of said easement so as to terminate at said centerline of the public roadway and at the west line of land described as follows: That part of the Southeast Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the southeast corner of the Northeast Quarter of said Section 22, thence South 89 degrees 57 minutes 53 seconds West, assumed bearing, 2649.54 feet along the south line of said Northeast Quarter to the southeast corner of said Southeast Quarter of the Northwest Quarter of Section 22, said point also being the point of beginning of the tract to be described; thence continuing South 89 degrees 57 minutes 53 seconds West 499.83 feet along said south line; thence northwesterly 247.29 feet along the center of a public roadway on a non -tangential curve concave to the northeast with a radius of 954.93 feet through a central angle of 14 degrees 50 minutes 14 seconds, chord bearing North 72 degrees 54 minutes 36 seconds West 246.59 feet; thence North 00 degrees 24 minutes 57 seconds West 592.50 feet; thence North 89 degrees 35 minutes 03 seconds East 377.00 feet; thence South 71 degrees 53 minutes 06 seconds East 377.58 feet to a point on the east line of said Southeast Quarter of the Northwest Quarter; thence South 00 degrees 24 minutes 57 seconds East 550,00 NOTES feet along said east line to the point of beginning. I.) Location and sizes c° underground utilities shown hereon are approximate only and are shown based on field location of visible fixtures in coribination with available data provided by various sources. Some underground utility locations are shown as marked onsite by those utility companies whose locators responded to our Gopher State One Call, ticket number 60088889. Utilities shown are dependent on the completeness and accuracy of data provided. Other underground utilities of which we are unaware may exist. Verify all utilities critical to construction or design. 2.) Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. 3.) This survey was prepared without the benefit of current title work. Easements, appurtenances, and encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon receipt of a current title insurance commitment or attorney's title opinion. 4.) Area = 3,789,301 Sq. ft. or 86.990 Acres 5.) Survey coordinate basis: Carver County 6.) Benchmarks: BM#I.) Top of top nut of fire hydrant Elevation = feet BM#2.) Top of top nut of fire hydrant Elevation = feet 7.) Wetland flags set by Pinnacle Engineering, Inc. on July 11, 2006. -1- - -A 60 0 60 120 C r- SCALE IN FEET We hereby certify that this is a true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, if any, from or on said land. Dated this 12th day of July, 2006 SUNDE LAND SURVEYING, LLC. Byr' -------------------------- Mark S. Hanson, P.L.S. Minn. Lic. No. 15480 ',ADDED WETLAND LOCATIONS TSS17/12/ Revision By I Dote Drawing Title: BIOUWARY, LOCA770N TOPOGRAPW and U77L/TY8MVEYF-O,R NEW CHANHASSEN H/CH SCHOOL /SD ##2 Sunde 711212001 ProJeci: 2006-073 Ladd Surveying, LLC. Drawing: 9001 East Bloc ington Freeway (35W) • Suite 118 2006073005 dwg Bloomington, 2 55 • FAXg 952-BOB-9526 Business: Sheet: 10/% 006-073 831/04 T.116, R.23, S.22 2006073005.dwg TSS LEGEND 0 TREE REMOVALS WOODED AREA REMOVALS — — — — WETLAND REMOVAL LIMITS NOTES: 1. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, DRAINAGE PIPING, AND DITCHES, ETC.) WHICH ARE TO REMAIN. 2. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND ti VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. 3. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. 4. REFER TO SHEET C3.1, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES. p Qy vi`^ i t, 0 50 100 ___ . ____--____-_�_ r_ % 9a - 4 w �v REMOVE TREES \ t i a » e PROTECT WETLAND a . 4 41 'v� x ` 4i. `\{F� P REMOVE TREES f 0 WETLAND WETLAND TO BE FILLED (35,654 SF) - REFER TO GRADING PLAN TREES A - -EMOVE TREES y> PROTECT UNDERGROUND GAS MAIN GAS TECT UNDERGROUND MAIN WETLAND TO BE FILLED (4,128 SF) - REFER TO GRADING PLAN PROTECT WETLAND 0£ .------ � REMOVE TREE REMOVE TREES 41, PROTECT WETLAND J REMOVE TREES WETLAND TO BE FILLED (6,492 SF) - REFER TO GRADING PLAN WETLAND TO BE FILLED (23,378 SF) - REFER TO GRADING PLAN PROTECT PROTECT WETLAND 0 REMOVE TREES OZ P q 0 �m C} i REMOVE SILO 1 BAS ..° I I I I � I � tt a F REMOVE TREES -" REMOE TREES j PROTECTOVER,IHEAD WIRIES (TYP) TREES J' 0 x TO District 112 Future High School ¢ { j { m ' 14 Ik, { i ( { e! " i € +z { PROJECT TEAM: ARCHITECT Miller Architects Inc. 244 First Avenue North 244 Fir Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 R•I - A CONSTRUCTION MANAGEMENT `�� Bossardt Corporation I' 8585 West 78th Street, Suite 100 111/// 'I Minneapolis, Minnesota 55438 �,ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. { 7575 Golden Valley Road, Suite 200 { Minneapolis, Minnesota 55427 ph: 763-544-7129 fax: 763-544-0531 { STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 { Fargo, North Dakota 58109 { ph: 701-280-0949 fax:701-280-9686 _ MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering (3,j1p9 F N ((j 1750 Commerce Court � ¢ White Bear Lake, Minnesota 55110 ' ph:651-748-1100 fax:651-748-9370 2 j OVE FOOD SERVICE CONSULTANT 11 FEN Dennis Hahn & Associates I I 311 Fourth Avenue South { Sartell, Minnesota 56377 <, ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook Third Street North, Suite 210 Min rl Minneapolis, MN 55401 III { ph:612-339-5958 fax:612-337-5097 I SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 1 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 i ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS REMOVALS PLAN 06085 1" = 100' 02-02-07 JRP DLJ CITY SUBMITTAL FOR REVIEW ONLY NOTES 1. REFER TO SHEETS C6.1-C6.4 FOR RELATED LAYOUT INFORMATION AND SITE FEATURE NOTES. 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 3. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF FENCE, UNLESS OTHERWISE NOTED. 4. SIGNAGE SHALL GENERALLY BE INSTALLED 18 INCHES BEHIND THE BACK OF CURB OR BACK OF WALK. 5. REFER TO SHEET C3.1 FOR GENERAL NOTES. PY- 0® 0 riJ — I o I oil \ I' \ , - r , , I If i i I I III g' rl j—...__--_—_....—..�_.._ _ .__—--- ---.,..._ _._— I F----------------------------- ---------------------- ----- II I--------_. - - - - - - - - - - - - - - - ---.11_ 11 ALTERNATE GEOMETRIC PLAN i — 1 c2.1 SCALE: 1" = 501 I �I I W W f I Z Z j I WETLAND MITIGATION �, I L)( I I I AREA 3 F- I � BASIS FOR ALL DIMENSIONS UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE PARRALEL OR PERPINDICULAR H TO PROPERTY CORNER AND PROPERTY LINE BEARING S01006'57 W EXISTING —__ _.._ --- ___._________—_________—___ _...,. WETLAND 0 ,i F �� I _.__-_------------------- - - - - - - ----------------------- __.. ------ - —_—----- —_____.______--- ------ ___--_ _ - - - — — — — — — .._- — _ — _.. _ 8.60 Is S ORMB oI143 \` \\ 1 ✓ J I r I� .l`, ,�-^.,��-•`•4 'w.,` .�..�''. /\/ V / J it JJ J o �•, `� � I 00J I i A v J / r J• I e' r J 8' WALK 1 REFER TO SHEET C6.5 �.,� ''� \„ `'�'.�- `- "- J / �/f/ � J ,l'� / �P FOR ENLARGED PLAZA PLANS, NOTES & 70, DIMENSIONS � ``\ '^\ \,\. \."^� '�.3 a J s A 8' WALK 1 \ V \ ) , ref EXISTING WETLAND h r r i - 377.65' - N FIRE LANE Rsoo� { I o I PROPOSED HIGH SCHOOL ��. a16lS1AYbU�TS) 0 I N o I"Fifl2 t:fYl6'I Si'TAXa"+^J1 aAd6Y.;6 ------� - -- ------ ---------- (- 10'WALK 8' WALK MATCHLINE 41 MATCHLINE #2 I PROPOSED HIGH SCHOJ (REFER TO ARCH SHEETS) - BUS CORRAL o (30 BUSSES) �12od & EVENT DROP-OFF PARKING (140 STALLS) 429 8' WALK 8' WALK 6'WALKJ r -31.38' d ir�i P n n J 13' WALK I r-----j PROPOSED HIGH SCHOOL I L J (REFER TO ARCH SHEETS) REFER TO ARCH. PLANS FOR DIMS. AND LAYOUT CONCRETE STEPS _ j(REFER TO ARCH) 8' WALK- 8' WALK 0 SERVICE/ SHOP AREA 8' WALK r` N 10' WALK -j/ N m �I WALK Is 0 7JA Yrr �:� ►� M 1!_ � 11� I!• 1!• i lam, 0 O xrr vrr n 0 m o f 1 `1 S T1!_=nor— tr i J 7 i-- -- -- N m CITY SUBMITTAL FOR REVIEW ONLY District 112 Future High School PROJECT TEAM: ARCHITECT Rozeboorn Miller Architects Inc. 244 Fir 244 First Avenue North Minneapolis, Minnesota 55401 ph: 612-332-2110 fax:612-664-8152 1.1•A CONSTRUCTION MANAGEMENT Bossardt Corporation �� 8585 West 78th Street, Suite 100 �t �'�N Minneapolis, Minnesota 55438 ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER ElHeyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph: 701-280-0949 fax: 701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT ± Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 at ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph: 612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS 06085 ill =50' 02-02-07 JRP DLJ SITE GEOMETRIC PLAN _ W W Ld \ 8' PATH BASIS FOR DIMENSIONS, /. EXTEND BEARINEDPROPERTYLINE I \ ij _-----.,.-_.----------_.__._-._._---„G_.�- -.�j�y----..._._ --_... a.____._._ .....___.__-__--.__.._. _...._.. ___..._. ..._.__. Q c._ '•��'----'-- ---""�"""'- a BASIS FOR ALL DIMENSIONS UNLESS OTHERWISE W \ / / NOTED. ALL DIMENSIONS ARE PARRALEL OR PERPINDICULAR A M/az :,T�s'o b"tYK'..ilt rpy4r sSrzt wro ! rea mw �a1G/.#/ aw ��ss ep elm \ , 'L ' / .(. / enas� tav JGo Pi rs.3 [ivrrr ;xw xa pi [s acre �° riot t� �r h \ , [rrnv 5rbr yU0 / �F,/ TO PROPERTY LINE BEARING S01°OB'S7"W _ -_-- _._. _,__-"-__._. �....._.,. _,_..... ......... ...... ... ®.-.. ........—._..._..._.,_...,...._.,......._...�.. �........,...®_»».............. ..... ms, mere ..«._..._..e.._. ___. ......e..e<._--`-••.._. - - _ _ � ~ ,F r---• 6 N za sx .a r/i nw L _ '—_ k 3 3 a � _. .._. _ — �—,�• .v Fri #iz 9 �, SOrD%D', -y _ _ _ _.._q _.._.__ F#^'OL9 .3uSOr0£'nOS _ _ _ _._, - _- _._ __ - _._. - ..._ _ _._ . __ _ _... i. _ �7°pOs I /'/ ._------.__.. ._._...__..—_.___..-- ,_—_r.+rsr awa ar>nv rrs —R _ .___ �� -- �ad ._...__.._---. _.__.._. .____,. ...—__. ase .>avo-• 5cihtAx�u _-._ — �_ _ _ _ _ _ _ _ _ _ _ _—_ .._. _ _ — =_.._ — _._- - -_ ._. _.._ .._. _ _. _ _ _.. _ K3tPID .u,'M'K)7G 3YPlNVtUlYxd `\ _ -- __.. ---- 6'3r91KilS?SY3 hob' U::d rPlr'R#i Y3 rSN/ _ Mom, ,_ —.— — —�•_• ••,— ••.. —• -• t6 — — — \\ .._..._ vie• ! `� _ --- --'-- ._ _� , �----'_.- _..—--_._..._._...__--- --' - ---- ----_.__---- ---- ----- --- �_ -� avxxxr � �--J__._._.—_-..._.__.._------------------_._._. _7, - .._._.._._.__- --- - _ _._ C\i azrd tnwclsrs tuv J urw THIS LINE OFFSET 700' TO THE NORTH OF SET BASIS FOR DIMENSIONS ON SHEET C2.1.. ALL DIMENSION ARE PARALLEL OR PERPINDICULAR TO ---� l 658 rn2%%� \ ` >, a THIS LINE ,�:'= -•' SOFTBALL :t i 972,51' au, •>-- 3 Co. , ` 1152.05' EXISTING___T_ f AN I e I 0$ 00. SOCCER4 s t �J �O,i 4r tr \, NOTES 1. REFER TO SHEETS C6.1-C6.4 FOR RELATED LAYOUT INFORMATION AND SITE FEATURE NOTES. 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND 'tth VERIFY SAME BEFORE FIELD LAYOUT. 3. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF FENCE, UNLESS OTHERWISE NOTED. 4. REFER TO SHEET C3.1 FOR GENERAL NOTES. 0 25 50 EXISTING b WETLAND P % lifPATH i �\ 761.67' /\� � � my �� „., ,., ..., .e _.,f -.. • DISCUS (2) SOCCER 3 0 \ ORA \\ BLDG 65.56' 151.25' \ v' \ \ \\\ t \ \\ j t i oo� SHOT PUT (3) 8' PATH ,mil it 842.54' - 1\ \ RADIUS .0 �� .lc" � �' '\ {�. 593.65' \ ti SP t \ REFER A SHEET FOR ENLARGED PLAZA PLANS, NOTES & DIMENSIONS / `e `v MATCHLINE #3` MIT" \A MATCHLINE #4 TENNIS (4) I --�{ 20.00' h &CONCRETE STAIRS � RDsOo ',"� 327.61' i a_ n o i g TENNIS (4) Pis ( \ i 8' WALK 324.90' ; iT 12' PATH w t o ( � N ti 6 y NORTH 'Y PLAZqE:D - PATH 243.00' 8' WALK 1200' SERVICE -..-.-.,.: .^a,:,»a •:.:� rr.a ca.»r.-,%.ss! rir :a :;,raa i _ ,a :..: � � O { a_n�'vS�r%^.. :TSm�:YtE9 6x.L YW�3Y23 BASEBALL 1 'S1`9S 00. I 90.00' 0 32.00' N NORTH g o \ PARKING LOT ! N N (422 STALLS) 48.00' 99.00, 99.00, TYP. 8' WALK ' '' 11.00' (TYP. (TYP.) 11.00' 11.00' 0 O! + (TYP.) (TYP.) (TYP.) Q �'?89. O I I 3 � � �•r�P (i I C NCESSIO $o e€ E .0 BLDG 6' WA �Rr %_� 7g'00, 8' WALK 8' 24' WALK o 12' WALK N I b 30. 0' p � �1ryo zo. 30. 0' I o 207.00' o 12.00' 12.00' `+'O 3 16.96' 0 m 1 EL�p l 90.00, 90.00• (TYP.) (TYP.) 11.00' (TYP.) 'boo, �y� 21.00' District 112 Future High School PROJECT TEAM: ARCHITECT Miller Architects Inc. 244 Fir 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 A•Y•A CONSTRUCTION MANAGEMENT ��ii� Bossardt Corporation ' tE�a 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 11 ' ph:952-831-5408 fax:952-832-831-1268 CIVIL ENGINEER I LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax: 651- 748-9370 FOOD SERVICE CONSULTANT ) Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax: 320-529 8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS 06085 ill =50' 02-02-07 JRP DLJ SITE GEOMETRIC PLAN 9 i ( CITY SUBMITTAL I FOR REVIEW ONLYC2m3 ; r } A - H 9 as� G \ MATCHLINE #3 , \. MATCHLINE #4 i Ey P� ® a a n SOFTBALL 1 R. 0 1 THIS LINE OFFSET 700' TO THE NORTH OF SET BASIS FOR DIMENSIONS ON SHEET C2.1. ALL DIMENSION ARE PARALLEL OR PERPINDICULAR TO THIS LINE R.O.W. WIDE ED 113 ' T "A ) ,44 ti / aai° 180.00, r.3o jots I SOCCER2 ' 6• W, I i i i r�f CN LU LU / Z Z J J U U I I District 112 Future High School PROJECT TEAM: ARCHITECT Miller Architects Inc. 244 Fir 244 First Avenue North Minneapolis, Minnesota 55401 ph: 612-332-2110 fax:612-664-8152 R•N-A CONSTRUCTION MANAGEMENT ��0 S Bossardt Corporation T1� 8585 West 78th Street, Suite 100 1111♦iiii'l'��_, Minneapolis, Minnesota 55438 ph:952-831-5408 fax:952-832-831-1268 CIVIL ENGINEER I LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court 14 White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT I Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook ON Third Street North, Suite 210 MinMinneapolis, MN 55401 ph:612-339-5958 fax: 612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. !� JOHNSON ,�w / % NOTES Reg. No. 17279 NIEL L.Date 02---02-07 1. REFER TO SHEETS C6.1-C6.4 FOR RELATED LAYOUT INFORMATION AND SITE FEATURE NOTES. 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND !/ VERIFY SAME BEFORE FIELD LAYOUT. ° 3. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF FENCE, UNLESS OTHERWISE NOTED. 0 25 50 4. REFER TO SHEET C3.1 FOR GENERAL NOTES. CITY SUBMITTAL FOR REVIEW ONLY KEY PLAN REVISIONS 06085 ill =50' 02-02-07 JRP DLJ SITE GEOMETRIC PLAN C2m4 PROVIDE 6-1/2" SS ANCHOR BOLTS W/CLIPS 1 1/2" x3/8" OUTER RING 1 1/2"x318" STEEL BARS @4" O.C. MAX EACH WAY 1/4"xl/4" STEEL BAR, WELD TO EACH MEMBER -DIPPED GALVANIZED TE IN 2 SECTIONS GRATE DETAIL 1 - II" DIA. CIRCLE THROUGH BAFFLE DISCHARGE TO POND 5" PIPE �E12" PIPE ` PLAN 4:1 SLOPE 1 - 11" DIA. PVC OPENING THROUGH BAFFLE - - 6" MIN COVER - - - DISCHARGE F 6" THICK CONCRETE BAFFLE WITH #4 REBAR 12" O.C. BOTH WAYS DOWELED INTO SIDE WALLS OF INSIDE OF STRUCTURE AND BOTTOM SLAB J"RIM" 936.00 "RIM" 935.98 N W L 934.00 15"PIPE / 5'A"--{ INVERT AT —DISCHARGE = 934.00 TO POND— —� STORM SEWER PIPE- / !INV. ELEV. = 931.00 REFER TO STORM J SEWER SCHEDULE FOR PIPE LENGTHS AND SLOPES(TYP) SECTION 12"PIPE GENERAL STRUCTURE REQUIREMENTS PER DETAIL 1 OUTLET CONTROL C4.1 STRUCTURE (BASIN 1) NOTES 1. REFER TO SHEET C3.1, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES. LEGEND REFERENCE KEY TO SITE DETAILS 1 DETAIL I.D. NUMBER (TOP) C9.1 SHEET NUMBER (BOTTOM) PROPOSED WATERMAIN (7.5' BURY (MIN.)) N PROPOSED GATE VALVE PROPOSED HYDRANT C9.122 PROPOSED SANITARY SEWER on PROPOSED STORM SEWER —»--�>— 10 O PROPOSED MANHOLE (MH) C9.1 ® PROPOSED CATCH BASIN (CB) 9 C9.1 PROPOSED DRAIN TILE —� )— UTILITY NOTES 1. REFER TO SHEET C4.4 FOR UTILITY NOTES. UI U PROVIDE 20'-0" '_"NO GRADING" BUFFER I EXISTING i WETLAND -_'"'"' \` ?,Q• - CONNECT NEW -..------G63—`_'""`—'"'---",".'—.—" _.•µ.m•m '.". \ SEWER TO EXI: MANHOLE (OU-. �t e6e `» SAI RIIV INV - ..,,...` � �` —'_`- •^� INV STORM BASIN 3_--� _�- -" "".,,� .. SANITARY •\ \\1 r p NWL = 891.00 �".,,,,,.+.-,"`_----.^ '•'^---• b6g SEWER ��"~-"' `~,•'�-.,""_"' '- i � . �- I't� � � 80T. ELEV.881.00 0098 @ '•^.,•'�^^•'" gSB 9 8°/ HWL 89559 -FES 5 "°TM••... ».»_....®.,_-....w,..__...:,�._ ....._...,...._...".•'° - ---_. / ,r �h��`--•_._-'_.`_`_--- ~�`�•.n �`e. '"""`.w-.„ "".,, '�"". apF�e"i--_--- _..._ '_^"_..,_ •,,,,�-^„�^ •---•---"--`- s...`��%'' _ - RIM or 8 Yee -e �.._ :ii1G ,_„�-_,•-.,.-_ _--_"'--" ____-__.__....�'"`- ..--- �-'.,- .., ,... ,..-. -.._ _-_,..__..._ �...._--.-_ S." SANLTARY" m 00, _.... _, .rS ,„.,.,,,�' .._...-._- w. ✓' ....,.,,.- ,.-------.._..-.....�.� .__._..____---. ._.._.„_133'.-Q�-2�.a9°A'� �tSv ._, � ^``",.�•w �'\Soy, \,��. .r - ,:..,-- -------_--_ •---_ - sus - _----_._"------�_,, a *, tl y B I' j{p1 1 p S S 9 I g 8 B i p 9 F ) i ' t / p WETLAND f MITIGATION AREA j , ' i s18 X118`'7f1 ' TEEL .16"g ' PROVJDE ALTERNATE �,✓'' ""'� INST ' .. STUB (EASE) AND 4L � @ i PRICING FOR JACKING x8" ^I RED CER ISTA��}}L , 18" DIP WATER "'• `�yy G14T VALVE AND �� j P MAIN UNDER LYMAND j/NTAT€NDJ 1� BOULEVARD (30" CASING) � "�~`''a, !1//' )� j/ /1 �•W�lyd '7 7 I I HYDRANT#C-8 AND T)E AND GATE I f r j 1 VALVE ! ! 18"x18"X18"TEE ! a ..am -- ,�_ r. „„4.. aas...:e�.zu, .,..�^•„.o•=,..vk�.exa.":ava:v�a.nr..:�,.cxs �.•>..,m�su.�s�, • - - : xx.... ,.,. ��..,yea .,,.�..�rC• ,- _°/ ,•-,`'\_-_""`"-f I INSTALL 8' STUB (EAST) AND { t t / { / i_. ; 18"x6" REDUCER- ISTALL w �E�� I jrI J / GATE VALVE AND \ r / t � *r•° � I � I HYDRANT AT END. 181DIP --- / b - 7. - BURY MIN. ) b .' / / ,/j/ ,y' .fig .,sr^'...,.,.,�•-"." `+ \,O�`, __� AND GAT � CB a s \•�\ - , rf D - /r,rp f a - EXISTING -.r•` 1 '."'`• 'i / „"' .✓ � rot , / � , I eT ,,,-.� _._....._..-..--"--- / ^"�, _ - .-�..__� -,.', 9'�5er,a - `_...-_,-.-._ ._"-,- "-------.____..._._.._.,-..-_..,-,_.__-."",,J.. r /- �... •^.. -Rs..A.I,.M..J, "=M9H23-.6- WETN D a 35 .»"._, INV .24 ` B 26 CB 27 rE' / /' m✓• ��!- -s)iJ.✓ I_; t 8 � _ MH 103 0 ; Ad ti7 � l 1 }-r� t`J '_`v. �. i ``..,.. I r i 4 ... 's 3 / 'i <s 0 M t' ..a- �. « .-_. .199._ J / -�---_._........_..._.--._..._-_-.-,__._...._. �' � 8"DIP WM ,,.1 � � .. �-•-.-e.....,. 6+ I r.-�..,_ 4 c. B` ,.".•.. ui PE > �. _ CD , 7,i 6" SANITARY � BUS CORRAL._..,.,.,..»..:�.,�,�.} ..-i-=,. � : '� ,. ao....,,-_..,A�.a•-`»�,`...� �� `� ,.-.,w"•' �,. - ••'" � 9?•A 11 _ ) .,.�-------�•. r�, ) � ,. SEWER 3O BUSES - ( 150- @ 4.0% A ( & EVENT) c6 _ �. � � 2 O v�p� '`�' t j DROP -OF \ PARKING ^..I a o r ! e a ro d zc, YDRANT #S �\ ^ j� 7- 974 V D EATE �, (140 STALLS) '\� I C 49°"',., ..�-' ...«.,..., ,� ,W�..........:....._.• 'I ; «",;`" -" J�,,�,,.-' _. _ I... V ��rrr I rr \ _ ,MH 105 n v' N`U ..,,...� :.a.,._..,,�.,�..,mo„�._.�.,..-.. ..,..,�,-• , .mom.. ---_.`--- � _ HYDRANT #S6 '+ ST-36 ®ST-41 AN1) _1 �. SANMH4 I I ( Lye - 111M c 928.8 `�NV = 921.24 FIFE = 950.0 (UPPER LEVEL) Mi1106 1 + FIFE = 930.5 (LOWER LEVEL) I v 6 FINISH SUBGRADE = 10 INCHES BELOW �) - ' SANITARY). °- ar'® C-56 v �.» „ FINISH FLOOR ELEVATION (FFE) -TYP. x, 38 @ SEW 0°R 1 SANITARY CONNECTION i 1'•'r `-AT BUILDING p ~"^ 117�� INV = 922.0 (8") I C 1 \\ yr ®C-61cc e', _ L..J B a m- I L Q f g S P AREA.. _ VICE,� FIFE = 950.0 (UPPER LEVEL) #sa ` FIFE = 930.5 (LOWER LEVEL) FINISH SUBGRADE = 10 INCHES BELOW ' C-55 0 ••� FINISH FLOOR ELEVATION (FFE) -TYP. cv — !� ti O 1 l MATCHLINE #1 771 I _t +_ � t® ® 8 MATCHLII�E#27 l S _w T 7 D N -77�..� mow. 5 , s TARY SEWER r'•� DROP) /-DELINEATED WETLAND,��' I k I(EXIST) 5.2 •^' ppp 12 (E ST-VERIFY) g: PROVIDE 20'-0" I �• "NO GRADING" BUFFER I k CB District 112 Future High School PROJECT TEAM: ARCHITECT Miller Architects Inc. 244 First Avenue North 244 Fir Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 A•Y•A CONSTRUCTION MANAGEMENT 1 110 Bossardt Corporation 'r„�� 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 ' ph:952-831-5408 fax:952-831-1268 �riT� CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph: 651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 5 311 Fourth Avenue South Bartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook Third Street North, Suite 210 (AS Minneapolis, MN 55401 ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 ^ Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. NO. 17279 Date 02-02-07 KEY PLAN REVISIONS UTILITY PLAN 06085 ill =50' 02-02-07 JRP DLJ W . 1110 • z N • MATCHLINE #1 MATCH LIISET#2 L4" DC MESTI(I WATI R 6" FI SERV CE I ST-48it I ID 11 ID © gA T-34 C-44 .. i� D-GATE r-"-"_-'--^"'-'- .....m 7 ""'1... HYDRANT ATE } we r C-� � "`t( VALVE l 946 ..-....�. m.....�.,�.,,,>,.,-..AND"GATE...�� VALVE y / 8" DIP WIN 06 / DROP-OFF 944 " J I ! �C-39 �-% � � C � L �7 � q ,, �r / 946 a ° NORTHWEST Mf C PARKING LOT. " ;j ST-33 (324 STALLS`) 6" D / T r," �' ��s- 6-68Vuw SO k p N "" WETLAND HYDRANT uc}�s � f M g� 9, �� a ° MITIGATION AND GA ` AREA vA� E SOUTHWEST ®ST-6 FES4 r� EXISTING a \ PARKING LOT f /� WETLAND (253STALLS) 9 q \ \ (7.5' BURY MIN.) CB 19 oas P STORM BASIN 2 \ r r-. NWL=919.00 r 0 80T. ELEV. = 912.50 HWL=921.09 -3 Co. a Co 946 \ tv 03 ,% DIP WM / .ter 1 cc cyl 2 n i 0 f ' / /` ✓' CB44 % ES y^� v✓ f y 817✓ __.. �✓ FM ? 8 DRAIN Ipre CB2 ` r"' b ffi, TILE Lq 53 kt� r c �' CB23 ` \ \ , s �\ '' DELINEATED WETLAND t,l CB 18 � Li ti.-1 : , ,",....,a""' (T7 926 �. ►s� ,., 15 14 y °�9 '"" I Cn 93Z ._- ---• 928 L7 I, - @bn°'"' F "✓ ....i.,.,". .,- CBI •w-"'""" - ., CB$5- .- .a.T`e.. '� �.!; ../....-fie; (7.5' BURY MIN.) - ses �� /"'.„,�»"-� �_..--'-'�,__.. 9s r g$ ' / 6 0 STORM BASIN 1 NWL=931.00 °u6, OT. ELEV. = 928.00 �/'/�.-' .''Y", .'.""" �-�'' �✓' ..r'"�." "°/� \'�� •'l�` HWL=935.99 �,..•.'"r" / /" ~ 935 -.r .-"'//.-,^''^` /"" - "' ,r' �. �,,� \� r vim,.-%.✓ / r.-s' .r"",.--.,..✓' r; `""' ✓"'` EE VALVE `DELINEATED WETLAND PROVIDE 16'-6" "NO GRADING" BUFFER PROVIDE 20'-0" "NO GRADING" BUFFER - 32 r'.....,.�._....--^...---- \ It \ �ll^N♦=�i' "' ✓ ®13-37 NOTES LEGEND j g 1. REFER TO SHEET C3.1, GRADING AND DRAINAGE-i��-- r EXISTING f REFERENCE KEY TO SITE DETAILS PROPOSED STORM SEWER �f 4 / "" PLAN, FOR GENERAL NOTES. C9.1 SHEET NUMBER (BOTTOM) 0 PROPOSED MANHOLE (MH) C9.1 / �C DETAIL I.D. NUMBER (TOP) 10 WETLAND �- „ 1 ® PROPOSED CATCH BASIN CB 9 PROPOSED WATERMAIN ( ) C9.1 / ga /! \ - 1 (7.5' BURY (MIN.)) - PROPOSED DRAIN TILE PROPOSED GATE VALVE `�■�+',�J,r/r"--.-- .✓-� 18" DIP WM .. :; tier _.+" .,r"i .�.� r''s 1 �" .✓"' r'r y (7.6' BURY MIN.) ur �- VE � DELINEATED WETLAND PROPOSED HYDRANT C9.1 ® PROPOSED SANITARY SEWER 0 25 50 STORM SEWER SCHEDULE 1eNo. LinelD RimElev Dn lnvertDn LineLength LineSize LineSlope InvertUp RimElev Up InletlD StructDia Neenah (ft) (ft) (ft) (in) (0/0) (M (ft) (in) Casting 1 FES1 -CB1 934.0 934.00 125 27 0.32 934.40 942.4 CB1 48 R-3067-V 2 CB1 - CB2 942.4 936.05 187 24 0.36 936.72 941.9 CB2 48 R-3067-V 3 CB2 - CB3 941.9 936.91 10 21 0.80 936,99 941.9 CB3 48 R-3067-V 4 C83 - CB4 941.9 937.85 96 18 1.00 938.81 944.8 CB4 48 R-3067-V 5 C64 - CB5 944.8 940.47 69 15 1.17 941.28 946.9 CB5 48 R-3067-V 6 CB5 - CB6 946.9 941.57 46 15 1.27 942.16 948.0 CB6 48 R-3067-V 7 CB6 - CB7 948.0 942.59 1 42 12 0.86 942.95 946.5 CB7 48 R-3067-V 8 CB4 - CB8 944.8 941.10 58 12 1.37 941.89 946.8 C68 48 R-3067-V 9 CB8 - C89 946.8 943.28 81 12 1.75 944.70 949.3 CB9 48 R-3067-V 1 FES2-CB10 918.0 919.00 34 42 0.18 919.06 930.5 CB10 72 R-3067-V 2 CB10-CBI 1 930.5 923.47 105 30 0.75 924.26 931.7 CB11 54 R-3067-V 3 CB11-CB12 931.7 926.35 124 27 0.73 92T26 933.6 CB12 48 R-3067-V 4 CB12-CB13 933.6 928.48 158 27 0.88 929.87 936.6 CB13 54 R-3067-V 5 CB13-CB14 936.6 931.35 96 21 1.07 932.37 938.5 CB14 48 R-3067-V 6 CB14 - CB15 938.5 934.75 51 12 1.41 935.47 939.7 C815 48 R-3067-V 7 CB15 - CB16 1 939.7 935.95 1 66 1 12 1.93 937.22 941.3 CB16 48 R-3067-V 8 CB11 -C617 931.7 926.99 1 46 1 18 0.80 927.36 932.9 CB17 48 R-3067-V 9 CB17 - CB18 932.9 928.10 1 48 1 15 1 0.44 928.31 932.4 CB18 48 R-3067-V 10 CB18-CB19 932.4 928.90 1 67 12 1 0.98 929.55 934.5 CB19 48 R-3067-V 11 CB 17 - CB20 932.9 929.15 63 12 1 2.54 1 930.75 1 935.4 1 CB20 1 48 1 R-3067-V 12 CB13-CB21 936.E 1932.62 1 131 15 1 1.25 934.26 938.8 CB21 48 R-3067-V 13 CB21 - C822 938.8 935.05 79 12 2.08 936.70 940.5 CB22 48 R-3067-V 14 CB14 - CB23 938.5 934.06 10 18 1 0.98 934.16 938.5 CB23 1 48 R-3067-V 15 CB23 - CB24 938.5 935.05 103 12 0.77 935.84 941.1 CB24 48 R-3067-V 16 CB15 - CB25 939.7 936.04 53 12 0.58 936.35 939.7 CB25 48 R-3067-V 1 FES3-MH101 891.0 891.00 150 30 0.25 891.37 911.5 MH101 54 R-1733 2 MH101 - C626 911.5 897.49 58 27 0.59 897.83 923.9 C826 60 R-3067-V 3 CB26 - CB27 923.9 898.86 89 27 0.47 899.28 922.6 CB27 48 R-3067-V 4 CB27 - C628 922.6 899.28 92 27 0.25 899.51 920.6 C628 48 R-3067-V 5 CB28 - CB29 920.6 899.96 37 21 0.51 900.15 921.1 CB29 48 R-3067-V 6 CB29 - CB30 921 A 917.10 173 15 1.79 920.19 924.7 CB30 48 R-3067-V 7 CB30 - CB31 924.7 920.95 111 12 1.15 922.22 925.9 CB31 48 R-3067-V 8 CB31 - CB32 925.9 922.75 51 12 1.67 923.60 927.3 CB32 48 R-3067-V 9 CB32 - CB33 927.3 923.85 100 12 1.78 925.63 929.0 CB33 48 R-3067-V 10 CB33 - CB34 929.0 925.89 98 12 1.31 927.18 931,2 C634 48 R-3067-V 11 CB26 - CB35 923.9 918.65 186 18 0.64 919.85 923.7 CB35 48 R-3067-V 12 CB35 -CB36 923.7 920.41 9 12 0.96 920.50 923.7 CB36 48 R-3067-V 13 CB29 - CB37 921.1 901.20 241 18 0.29 901.91 912.4 CB37 48 R-3067-V 14 CB37 - CB38 912.4 902.15 185 18 0,27 902.65 906.6 CB38 48 R-3067-V 15 CB38 - C839 906.E 903.21 1 220 12 0.64 904.61 911.2 CB39 48 R-3067-V 16 CB39 - CB40 911.2 1 907.99 1 26 12 1.00 908.25 911.4 CB40 48 R-3067-V 17 CB37 - C841 912.4 1 908.74 1 26 1 12 100 909,00 912.2 CB41 48 R-3067-V 18 CB38 - CB42 906.6 903.32 26 1 12 0.69 903.50 906.6 CB42 48 R-3067-V 19 CB33 - C843 9290 92550 22 12 068 92565 9288 CB43 48 R-3067-V 1 FES6 - MH107 891.0 891.00 104 27 0.31 891.32 911.0 MH107 54 R-1733 2 MH107 - MH108 911.0 906.03 49 24 1.21 90&62 911.6 MH108 48 R-1733 3 MH108 - MH109 911.6 906.88 223 24 0.60 908.21 932.6 MH109 48 R-1733 4 MH109 - CB46 932.6 926.93 81 21 1.40 928.06 944.8 CB46 48 R-3067-V 5 CB46 - CB47 944.8 938.96 43 21 0.92 939.36 945.2 CB47 48 R-3067-V 6 CB47 - CB48 945.2 940.39 65 18 1.30 941.23 945.7 CB48 48 R-3067-V 7 CB48 - CB49 945.7 941.77 43 15 1.19 942,28 946.5 CB49 48 R-3067-V 8 CB49 - CB50 946.5 943.05 42 12 1.44 943.66 947.8 CB50 48 R-3067-V 9 MH107 - CB51 1 911.0 1 907.851 61 12 1 2.73 1 909.52 1 926.3 1 C851 48 R-2573 10 MH109-CB52 j 932.E 924.59 31 12 1 1.34 1 925.00 1 928.5 1 CB52 48 R-2573 11 CB46 - CB53 944.8 940.94 76 12 4.02 944.00 947.5 C653 48 R-3067-V 12 CB48 - CB54 945.7 942,29 40 12 2.14 943.15 946.8 CB54 48 R-3067-V 1 FES7 - MH110 887.0 887.00 68 30 0.26 887.18 917.7 MH110 60 R-1733 2 MH110 - CB55 917.7 907.72 148 12 1.30 909.64 924.5 CB55 48 R-2573 3 C855-MH111 924.5 909.93 181 12 0.94 911.63 933.9 MH111 48 R-1733 4 MH111 - MH112 933.9 911.63 329 12 0.65 913.77 939.2 MH112 48 R-1733 5 MH112 - C656 939.2 914.37 44 12 1.22 914.90 940.0 CB56 48 R-2573 6 CB56 - CB57 940.0 914.90 230 12 0.45 915.95 940.5 CB57 48 R-2573 7 CB57 - C858 940.5 915.95 37 12 0.65 916.19 950.5 CB58 48 R-2573 8 CB58 - CB59 950.5 9166 19 308 12 0.44 917.55 921.2 CB59 48 R-2573 9 MH110 - C860 917.7 910.76 76 21 1.23 911.69 921.2 CB60 48 R-3025 10 CB60 - RI1 921.2 912.70 82 18 0.94 913,47 921.2 RI1 48 R-4018 11 Fill - R12 921.2 913.47 82 18 0.84 914.16 921.2 R12 48 R-4018 12 R12 - R13 921.2 914.16 82 18 0.54 914.61 921.2 R13 48 R-4018 13 R13 - R14 921.2 914.61 82 18 0.42 914.95 1 921.2 R14 48 R 4018 14 R14 - R15 921.2 914.95 78 18 0.81 915.58 921.2 R15 48 R-4018 15 R15 - R16 921.2 915.58 78 18 &79 916.20 921.2 R16 48 R-4018 16 R16 - R17 921.2 916.30 78 15 1 0.97 917.05 1 921.2 R17 48 R 4018 17 R17 - CB61 921.2 1 917.201 53 1 12 1 1.69 918.09 1 924.5 1 B61 1 48 1 R-2573 18 CB60 - R18 921.2 913.09 78 21 0.81 913.72 921.2 R18 48 R-4018 19 R18 - R19 921.2 913.72 78 21 0.81 914.35 921.2 R19 48 R-4018 20 Rig - R110 921.2 914.35 78 21 0.78 914.95 921.2 RHO 48 R-4018 21 RHO - RI11 921.2 915.07 78 18 0.75 915.66 921.2 Rill 48 R-4018 22 R111 - R112 921.2 915.66 82 18 0.28 915.89 921.2 R112 48 R-4018 23 R112 - R113 921.2 916.04 82 15 0,36 916.33 921.2 R113 48 R-4018 24 R113 - R114 921.2 916.48 82 12 0.43 916.84 921.2 R114 48 R-4018 25 R114 - RI15 921.2 916,84 82 1 12 1 0.46 917.20 921.2 1 R115 48 R-4018 26 MH112 - CB62 939.2 935.20 160 12 0.50 936.00 939A CB62 48 R-2573 1 FESS - MHl13 888.0 888.00 40 12 0.93 888.37 913.8 MH113 48 R-1733 2 MH113 - CB63 913.8 904.25 212 12 0.51 905.32 909.1 CB63 48 R-2573 3 CB63 - CB64 909.1 905.46 89 12 0.55 905.95 909.7 CB64 48 R-2573 4 CB64 - CB65 909.7 906.10 34 12 0.50 906.27 916.8 CB65 48 R-2573 5 CB65 - CB66 916.8 912.33 53 12 0.50 912,60 917.4 C666 48 R-2573 6 CB66 - CB67 917.4 912.60 160 12 0.50 913.40 917.0 CB67 48 R-2573 7 MH113 - MH114 913.8 1 910.20 1 80 1 12 1 0.63 910.70 917.1 MH114 48 R-1733 8 MH114-CB68 1 917.1 1912.451 40 1 12 1 0.50 912.65 916.0 CB68 48 R-2573 9 CB65 - C669 1 916.8 1 91Z371 125 1 12 1 0.50 1 913.00 1 916.3 1 CB69 1 48 1 R-2573 ABBREVIATIONS: CB = CATCH BASIN MH = MANHOLE FES = FLARED END SECTION BD = BUILDING DRAIN ID = INSIDE DIAMETER N/A = NOT APPLICABLE NOTES: 1) ALL STORM SEWER PIPE SHALL BE RCP, CLASS III OR BETTER. 2) ALL UTILITY CASTINGS SHALL BE FURNISHED WITH LOCKBOLTS AS SUPPLIED BY NEENAH FOUNDRY, OR APPROVED EQUAL. 3) NEENAH R-1733 CASTINGS SHALL BE FURNISHED WITH SOLID LIDS WITH TWO LIFT HOLES AND SHALL BE STAMPED"STORM SEWER". 4) NEENAH R-2573 CASTINGS SHALL BE FURNISHED WITH TYPE 'C' GRATES. 1 FES4 - C844 919.0 919.00 71 12 0.83 919.59 924.3 CB44 48 R-3067-V 2 CB44 - C845 924.3 920.66 26 12 0.50 920.79 924.2 CB45 48 R-3067-V 1 FES5 - MH102 891.0 891.00 52 42 0.15 891.08 910.0 MH102 66 R-1733 2 MH102 - MH103 910.0 904.70 91 27 1.20 905.79 929.1 MH103 60 R-1733 3 MH103 - MH104 929.1 915.87 163 24 1.02 917.53 928.9 MH104 48 R-1733 4 MH104 - MH105 928.9 918.06 164 24 0.93 919.59 927.7 MH105 60 R-1733 5 MH105 - MH106 927.7 920.78 220 18 0.77 922.47 1 929.7 1 MH1061 48 1 R-1733 6 MH106 - BD1 1 929.7 922.47 70 18 0.761 923.00 1 930.0 1 BD1 N/A N/A 7 MH103- BD3 1 929.1 922.36 30 18 2.13 923.00 1 930.0 1 BD3 N/A NIA 8 MH105 - BD2 1 927.7 922.14 46 18 1.88 923.00 1 930.5 B02 N/A NIA PROVIDE 6-1/2" SS ANCHOR BOLTS W/CLIPS 1 1/2" x3/8" OUTER RING 1 1/2"x318" STEEL BARS @4" O.C. MAX EACH WAY 1/4"xl/4" STEEL BAR, WELD TO EACH MEMBER GRATE DETAIL DIPPED GALVANIZED TE IN 2 SECTIONS 1 - 6" DIA. ORIFICE - - - - _ -THROUGH BAFFLE -DISCHARGE TO POND `75" PIPE �12" PIPE PLAN �'V" 6" THICK CONCRETE BAFFLE WITH #4 REBAR 12" O.C. BOTH WAYS DOWELED INTO SIDE WALLS OF INSIDE OF STRUCTURE AND BOTTOM SLAB 4:1 SLOPE 1 - 6" DIA. ORIFICE THROUGH BAFFLE "RIM" 896.00 - - - - 6" MIN COVER - - - HWL 895.60 NWL 891.00 --DISCHARGE -------------------------- 15" PIPE INVERT AT DISCHARGE = 891.00 i i STORM SEWER PIPE- INV. EL REFER TO STORM SEWER SCHEDULE FOR PIPE LENGTHS AND SLOPES I GENERAL STRUCTURE REQUIREMENTS PER DETAIL SECTION OUTLET CONTROL ca.2 STRUCTURE (BASIN 3) TO POND 87.00 11 PIPE CITY SUBMITTAL FOR REVIEW ONLY District 112 Future High School PROJECT TEAM: Rozeboom Miller Architects Inc. 244 Fir 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 A•M•A CONSTRUCTION MANAGEMENT 0A Bossardt Corporation sibj1 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 /1J ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 ` Minneapolis, Minnesota55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 at ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No, 17279 Date 02-02-07 KEY PLAN REVISIONS UTILITY PLAN 06085 ill =50' 02-02-07 JRP DLJ LU y q09 r 8 90 CONNECT NEW SANITARY > t� '. .\ ... 1 ✓ \ ... _ EWER TO EXISTING SEWER `I" _. .... MANHOLE (OUTSIDE DROP) -il',, , . ... �~ G-3 _ R�s��.,.. _ _� District 112 s 44 ��.-- m ..W+"" S, "' , .a.. � � ,/•.. 'm ..._. .. ....... SAN M ✓ . � a �" "`.. i ,/� w � ``"^..,,.. ....., . _..; . 115 EXISTJ.,_.- • \ m n..: ^ .. :: , �� RIM -881.2 r, Fu ture High 9 INV = 874.80 (EXIST -VERIFY) r/�,,,..,__._. _� �...�.-_.__ .�.._.» V 61 h o O I m ,� _ INV = 875.2 (SW) ._...-„- -- ---�� L1b8 jf gpn 1 SOFTBALL �' t 3 SANITARY q° PROJECT TEAM: 3 $� /SEWER _,_.J -..� �r--f .,,,./.'.^�,�`�......°"`-`'ARCHITECT 6,,,.-!'"f.�--'" _,.-'"'-•,_ Rozeboom Miller Architects Inc. EXISTING PA gyp!"o / M �.. O 244 First Avenue North ® cam 6$pij�` FES 6 Minneapolis, Minnesota 55401 WETLAND v y EXISTING _m ph: 612-332-2110 fax, 612-664-8152 m `uc WETLAND '-ry v to --_a _ _ ') OG Y•Y•A ®SAN=885. CONSTRUCTION MANAGEMENT s NV = .26 ��i-'W'9 j w°' s -- d--- Z 6 Y 0 Bossardt Corporation �'• "� SST- 4 $g6 eq Zs$ - m ��^~ 8585 West 78th Street, Suite 100 f� '",�•,,,,,,� Minneapolis, Minnesota 55438 ' Ph: 952 831-5408 fax. 952-831-1268 &B-1 6 s8 ° TENNIS (4) joo \ s� h m oo CIVIL ENGINEER CHITECT $68 t t 4s Anderson -Johnson RAssocat s, Inc. to 7575 Golden Valley Road, Suite 200 p 66 ( jJ% z) 1 , r 6' Minneapolis, Minnesota 55427 ! u J y m $ 3" s Y I / ( \ �� ph: 763-544-7129 fax: 763-544 0531 ' 3 t n j �� ,_,/ .1° :q 248' R �.-.'' i s MH 110 "os..... a" •",', <y- ...-- o, O1 w ''` '� ii .'T , 109 2Za ` 9046 �Y&� w n �,I 9Z6 $ STRUCTURAL ENGINEER SOCCER ' pm w a m y o n / a a \ m C-13 % ~ U ro �1 - - 9i6 0; -� a P / Heyer Engineering, PC / st P.O. Box 7397 Fargo, North Dakota 58109 \ y/ (U \ MH 103 ph: 701-280-0949 fax: 701-280-9686 n DISCUS (2) � `'„'\r`- '�! p& `�l '�— 9Z6--._.._— - _.. ,/ / r va HYDRANTiRSd ._ .. _--, - __--"'/ j - AND GATE MECHANICAL &ELECTRICAL ENGINEER VALVE cn A\�- n� A lq'q 8q`I• qp`� '( l ---.._"`_. + '.,..,",,..,_...., s.:....,.�,.�.....o.,°,,,y,w-... ."__.,.. �7 -x m a v I 4SHOT by q Hallberg Engineering sr61750 Commerce Court h \\ White Bear Lake, Minnesota 55110 PUT ph:651-748-1100 fax:651-748-9370 SOCCER 3 V` FES 0 25 50 � FES 8 8AN MH7 q N - FOOD SERVICE CONSULTANT ✓�' �J w ' 3 � 9 o ! Dennis Hahn &Associates � NOTES ' 1 E ST-36 311 Fourth Avenue South ( _ ® �'' `�� '` - `' ` TENNIS (4) j 3 e" ® Sartell, Minnesota 56377 7 MHT1 m s -- 1. REFER TO SHEET C3.1, GRADING AND DRAINAGE✓g� C6 'c• �' —/' P t-�.�. d ( _ h: 320-259-6557 fax: 320-529-8905 PLAN, FOR GENERAL NOTES. n ',...� ,�✓ / 7J w ..... may.,+" .3 ry m w `sf' .-..... `--"" Q�b' ,,-.•a`, I -I ,+ (, � � 16, THEATER CONSULTANT 'w s! h�RI 8Schuler ShookLEGEND 123 Third Street North, Suite 210 Minneapolis, MN 55401 REFERENCE KEY TO SITE DETAILS _ _, ✓ ✓ r, c3 so ` ` x _ 1 DETAIL I.D. NUMBER (TOP) q ti \ r \ ` ~_ _ - Y,),N - ---� 9C-30 ph: 612 339 5958 fax: 612-337-5097 SHEET NUMBER (BOTTOM) \ qb r / q -- -��gqg H 09 Cer`'fRI 9 c _-_.._ _'-'" SOUND & ACOUSTICS CONSULTANT _ PROPOSED WATERMAIN ✓ —' I— / qh / ✓ a' I \ri M Z£s4 / � `_ ".' _- _ s � ✓ Kvernstoen, Ronnholm & Associates 7.5' BURY MIN. „ \\�� yT -�` ry 2444 Bryant Avenue South, Suite 300 SOFTBALL /// rn s1t' /,/ 4yi � � � �_"' "----- 2 r/ % ✓✓ \ w sl ✓ r — Minneapolis, MN 55405 N PROPOSED GATE VALVE - r / ✓ f X\ \ r �1 r i / P _ ph: 612-374-3800 fax: 612-374-3133 0 y \ �^ PROPOSED HYDRANT f i i t \ . \ - '\, r' ✓,,t"\,k7 \ � ` �. /p;� ._._..__ "..,.......,._ -27 _._.__-� CB�� T-35 r`�> , 1 �— PROPOSED SANITARY SEWER r _ / 89 ._ i r \ \, 4J �1 n M -/ ^� 53 u \ r /\ y cU r . ♦ 4 r:�S}' \ Y ', g '\..-.._- Al —��->>— PROPOSED STORM SEWER / % f % 4,.., q / .e\ \ RI 10 _.V2 t N _ 10 i �v T' S TARY A 7 O PROPOSED MANHOLE (MH) r � / Y �� \ .� { \y° 'SEWER _ { C9,1 e % / / j/// // RI3 / V v A m m / 358'@9.5% /� j 0j , SERVICiED PROPOSED CATCH BASIN (CB) J �i� f -� \ P 1 \ y \ ;` j ZVb 1 ii; HYDRAN #S 3 e f ✓ �/� P \ —� PROPOSED DRAIN TILE /r/ O i o i\ rk g 1 lam; * t w �J n� a x8�\ AND GA!#E / ., / l,. "i. (J /' \ � VALVE �-^ x 7TEE-\' �,��,-`,r`n',. `� ,: J+'' `�E �\ :\ �^ �'S R \, �'' .\ \ \ �-^-`_ ....,- / � � I ..... '"� �'. \ 8"x8"x6" TE l �' 4 I hereby certify that this plan, specification, or RI4 ``,� v 0 UTILITY NOTES $ \ 'y <�f h \ ✓ i s report was re ared b me or under m direct P P P Y Y r \\ a . / \ 2 q' supervision and that I am a duly licensed 1. REFER TO SHEET C4.4 FOR UTILITY NOTES. 1 \ j q \r}pr °m N \ —r I f - / " Professional Engineer under the y c' a: 141 - ✓/ \ ��. \� ��. } \ 4 r �� .. r N ° NORTH \ laws of the State of Minnesota. PROVIDE 6.112" 33 ...�+ ANCHOR BOLTS ,-i L. - u \ .' \�,,, . \ �,. .,a112 ,too .,,..✓ / j,,,..' Prv[a CB 4 HOT -DIPPED GALVANIZED -+ j 'm' \ '` 9 { WICLIPS ` %~ M I ,+ ,�, \ `, �!%� y.m�r,;% f,s Y ,,,.-(42 STALL st( DANIEL L. JOHNSON GRATE IN 2 SECTIONS - 1 / /// 1 1l2" x318' �_^ . ,` ' /' �(• °.- / '" r ^� R qhg r 4;. • " m 02-02-07 \.' �, /\/// \\\\ / Re No. 17279 Date OUTER RING a ORA CLi R15 '� \ ` `1 • ..AG ,, �� / ��r 3.0Y _.- „"9 Via, v� W 1 ESTI g. / 3 WAT[%R "\\\ ` ,.y w \'',.,. 7 1 �� a"` '✓ f..r' 7 q5a (x e 6.. FIRE 112"RS STEEL ra `\ SER CE BARS Q4" O.C. c+ w �' / (�� , `. � r\ .. ,� QJ�� /�/ .,.^'� U � � � +� �I. MAX EACH WAY CD �? ,_? w ti �' \ /� C(i ,l,„,."' j � N MH t\ m.✓ .° ,. .� r;� \:�^r RIM = 953. / 114"x114" STEEL BAR, % P \ ��,% s /NORTH I u °f•-,-.�1 cu ! , 9' .r q INV - 944 0 c. WELD TO `• .s .� s� y, ,_.... ° `v" //PL EACH MEMBER �' /° /'% ✓ I ! k 14 �' • ,' t '`,.,j SAN CONNEC (ON GRATE DETAIL r ti v ,.,, C NCES 10 ATS INV=946:V (3" ro BLDA° i'� ' ,G i x8"x6" EE , o. d 7 HYDRA T u3.8 �s.l G? 8" v N of I C� \ rD AND GATE VALE ` = T— 34 A.`,>" AND GE ) " _ U, "..n.....,a...,:..,"... R115 w ✓ IP`° —�_ ��jj ,-, \,°_, G.7 w..3„o.,,...1............-..., _l\\ \ ... `"'' `'--'_._=.. ,, f ;✓ ,,o-._aT/._._^-r-.-.-n:::;:-Ll„ ai HYDRANTI $ R .-:., r ✓` n -�Y� �n ,w.wmw,. x �.,"gym �y J.., _ _6 9 _ ' 1 _ 45 DEGREE V-NOTCH WEIR °s °' 1 % INV.919.00fit&.. �,,,,.. .e-.. , ,.�.. !, �" ,..._.�...__...__,.-_._,.� __... _ ,.,{-.._.-__.-__ '� VA KEY PLAN t0 mrn m - >�� CB 62 `-wr°""".... ..-.,.,® ! ,m,.,.... i ---- T ----- - ° f n a w- - '- L G `` w y - REVISIONS sn o n a - --- = -�p sue^ DIP WM fa 6" DIP WM / DISCHARGE a z 'x8 TO POND --- --- — " rP y 8••x8'• TE zz 9Z6GA VALVE ----- ' � � j ;"7 C7 a m ..-... p� r n q' / AND LtS•• PIPE 12PIPE �bEwa e/ R / PLAN18 6" THICK CONCRETE BAFFLE WITH #4 - �� :� \ � � I m rj Jj/ I REBAR 12" O.C. BOTH WAYS DOWELED f i �i / ,� COMMISSION qH i+ T) a . 06085 INTO SIDE WALLS OF INSIDE OF `� 2• \ / ->l ;S) STRUCTURE AND BOTTOM SLAB SCALE 45 DEGREE V-NOTCH WEIR j °'lrx LLi DATE INv=sls.00 j I BASE L f;' ! � 02-02 07 4:1 SLOPE ® o+ �• ' q ,"' _ DRAWN7 JRP "RIM"921.59 N 6" MIN COVER -. HWL 921.09 "Lt A ! 946 CHECKED DLJ NWL 919.00 e \ ST-3®� UTILITY f--DISCHARGE j -- - ----- _---„� ° m r i ----------------- 15" PIPE 5.-0., _......_._?' C 57 _ PLAN INVERT AT--- m / w -DISCHARGE=918.50 I ` Ln " .✓ Ww`--- TO POND �- �, m �ST 4 �. `° s tNv CB 9 qbt' .. STORM SEWER PIPE- I =916.00'; w a ,.,,..-..-. ,�,,..,_-�, ! CB 8 ro CB 4NT \ REFER TO STORM t, °� SB m M -°..• "' "` - _ 'Y� I \ SEWER SCHEDULE FOR PIPE LENGTHS ` 1' °', ~ �"° `�"'-"""1'"" ': CB 3 AND SLOPES (TYP)', 12" PIPE -u, �.._._..�..-.-,._- CB2 GENERAL STRUCTURE �{ REQUIREMENTS PER DETAIL SECTION I MATCHLINE fi ' 10 - e- MATCHLINE #4 OUTLET CONTROL . %Al %* STRUCTURE (OCS 2) �`- r _ _ '' `� 'F EVI ti; = f � i o r C463 UTILITY NOTES 1. REFER TO SHEET C3.1, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES 2. REFER TO SHEETS 5.0, SEDIMENT AND EROSION CONTROL PLANS, FOR EROSION CONTROL METHODS. UTILITY CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE CONTROL DEVICES OF STORM SEWER INLETS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. 4. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. 5. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED. 6. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. 7. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 8. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT. 9. ALL'TRUNK' WATER MAIN PIPE (18" DIAMETER) SHALL BE DIP, CLASS 52. ALL OTHER WATER MAIN PIPE SHALL BE DIP, CLASS 52 OR PVC C-900 WITH METALLIC TRACER FURNISHED AND INSTALLED THROUGHOUT THE PIPE LENGTH. METALLIC TRACER SHALL BE ATTACHED TO ALL HYDRANTS WITH WIRE BRACKETS. 10. ALL WATER MAIN SHALL HAVE MINIMUM 7'-6" BURY (TOP OF PIPE TO FINISH GRADE). 11. ALL FITTINGS SHALL COMPLY WITH CEAM 2611.2.A.1. ALL FITTINGS SHALL BE DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. 12. NO BENDING OF PVC WATERMAIN WILL BE ALLOWED. FITTINGS MUST BE USED TO FACILITATE ANY CHANGES IN VERTICAL OR HORIZONTAL ALIGNMENT. 13, USE GATE VALVES FOR ALL APPLICATIONS. 14. ALL HYDRANTS SHALL BE INSTALLED 5.0 FEET FROM BACK OF CURB. 15. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 35), UNLESS OTHERWISE NOTED. 16. SANITARY SEWER INLET AND OUTLET PIPES SHALL BE JOINED TO EACH MANHOLE WITH A GASKETED, FLEXIBLE, WATERTIGHT CONNECTION TO ALLOW DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE TO TAKE PLACE. 17. UPON MAKING CONNECTION TO AN EXISTING SANITARY SEWER STUB OR MANHOLE, DIRT AND DEBRIS SHALL BE PREVENTED FROM ENTERING THE EXISTING SEWER BY IMMEDIATELY INSTALLING A WATERTIGHT PLUG AS NEEDED IN THE EXISTING MANHOLE. 18. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361, UNLESS OTHERWISE NOTED. 19. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION. 20. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWERS, WATER MAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR. 21. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN CONCRETE WALKS AND CONCRETE CURB AND GUTTER. CONCRETE CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. 22, UTILITY CONTRACTOR IS RESPONSIBLE AND SHALL PAY FOR ALL CONSTRUCTION STAKING, LAYOUT AND AS -BUILT UTILITY PLANS OF THEIR WORK. 23. CATCH BASIN AND MANHOLES IN ROADWAYS AND PARKING LOTS SHALL BE HELD -DOWN TO ASPHALT BINDER COURSE ELEVATION AND ADJUSTED IMMEDIATELY PRIOR TO PLACEMENT OF FINALASPHALT WEAR COURSE. 24. UTILITY CONTRACTOR IS RESPONSIBLE FOR CLEANING OF THE STORM SEWER SYSTEM PRIOR TO FINAL ACCEPTANCE OF THE SYSTEM. 25. THE UTILITY CONTRACTOR SHALL PROVIDE TESTING OF ALL APPLICABLE UTILITIES IN ACCORDANCE WITH THE CITY OF CHANHASSEN'S ENGINEERING GUIDELINES. 26, ALL OPEN UTILITY STRUCTURES SHALL BE PROTECTED WITH EROSION CONTROL IN ACCORDANCE WITH MPCA AND CITY OF CHANHASSEN STANDARD DETAILS. MAINTAIN EROSION CONTROL, INCLUDING SILT REMOVAL UNTIL PROJECT COMPLETION. REMOVE EROSION CONTROL FOLLOWING TURF RESTORATION AND ESTABLISHMENT. AT THE COMPLETION OF THE PROJECT, THE STORM SEWER SHALLBE FULLY CLEANED. SUBSEQUENT TO FINAL CLEANING, IMMEDIATELY PRIOR TO PROJECT CLOSEOUT, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER THAT THE STORM SEWER HAS BEEN CLEANED. 27. CONTRACTOR SHALL PROVIDE TEMPORARY WATERMAIN CORPORATION STOP (FOR TESTING) AT THE END OF WATERMAIN STUBS FOR IRRIGATION STUBS AND WATER SERVICE TO BUILDING. 28. TELEVISING OF THE EXISTING TRUNK SANITARY SEWER LINES SHALL BE COMPLETED BY THE CONTRACTOR IS ACCORDANCE WITH CITY OFCHANHASSEN REQUIREMENTS. A COPY OF TEST RESULTS, LOGS, REPORTS, VIDEO TAPES AND DIGITAL VIDEO MEDIA SHALL BE SUBMITTED TO THE ENGINEER AND CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE OF THE SYSTEM . m MATCHLINE#� MATCHLINE #4 10 CO troll \ ~ 1 _g m d C, n o LL w N SOFTBALL ¢B59 1 1 - _ a 3� &B-14 h �� gyry e� N 19 96 IT •�T 01 w I ° JACK 18" DIP WATER MAIN UNDER RAILROAD - TRACKS (24" CASING) 18' DIP WM I.O.W. WDENED 0 W TOTAL) 1 I'--' Hrsra4N`Fi AND GATE "fB-2j VALVE a a C (7.5' BURY MIN.) LEGEND SOCCER 1 REFERENCE KEY TO SITE DETAILS / DETAIL I.D. NUMBER (TOP) C9.1 SHEET NUMBER (BOTTOM) PROPOSED WATERMAIN (7.5' BURY (MIN.)) HYDRANT #C-0 ` N PROPOSED GATE VALVE AND GATE VALVE / 18" DIP 22 j (7.5' BURY MIN.) '�� PROPOSED HYDRANT C9 1 \ o PROPOSED SANITARY SEWER -+� -- M PROPOSED STORM SEWER / @91 O PROPOSED MANHOLE (MH) / ® PROPOSED CATCH BASIN (CB) 9 PROPOSED DRAIN TILE �._CB8 m I I SOCCER�2 I I 4 I \\\ CB 3 \ CB 2 i l aj EXISTING WETLAND -. DIP W ttb ✓ �" . .- *"'v (7.T BURY MIN.) 948 LVE �p ^! V I C'4 W W Z Z :3 J 2 2 H C` I NOTES 1. REFER TO SHEET C3.1, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES. District 112 Future High School PROJECT TEAM: ARCHITECT Miller Architects Inc. 244 Fir 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 It -II•A CONSTRUCTION MANAGEMENT 'fly Bossardt Corporation ,, 8585 West 78th Street, Suite 100 �'�'.��.I Minneapolis, Minnesota 55438 ph:952-831-5408 fax:952-831-1268 �[dJ CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax: 701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph: 651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph: 320-259-6557 fax: 320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 ph: 612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS UTILITY PLAN 06085 1"=50' 02-02-07 JRP DLJ CITY SUBMITTAL FOR REVIEW ONLY SOUTH ELEVATION 1'=1/32" 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 4 2 1 1 CURTAIN ALL T.O. PRECAST — _ 1 CLERESTO Y W AIRFOIL E. F�� \ SUNSHAD BEY ND� - _ - - T.O. MASO_0 EL 168 -0 LOUVERSIZE&VLOCATION EAST ELEVATION IN THIS AREA T.O.CURTAIN WALL EL. 124'-0' J,T.O. MASONRY EL 116'-0- FIRST FLOOR L 1 - hLOWER LEVEL 80 ,_0. WEST ELEVATION I'=Wz T.O. PRECAST A E� L. 140 -O P T.O. PENIHOUSFh EL 134-0 T.O. MASONRY A EL 124-0 T.O. MASONRY III® EL. WNW KEY NOTES ED PREFINISHED METAL COPING & TRIM 2� ARCH PRECAST COPING FACE BRICK —A ® FACE BRICK—B ARCH PRECAST SILL © ARCH PRECAST PANEL ALUM CURTAIN WALL ® ALUM SLOPED GLAZING SYSTEM 9� ALUM STORE FRONT EZT> ALUM WINDOW 11 AIRFOIL SUN SHADE SUN SHADE 13 ALUM LOUVER 14 HOLLOW METAL DOOR & FRAME 15 STUCCO SOFFIT 16 PREFINISHED METAL PANEL SOFFIT EZ> PREFINISHED INSULATED O.H. SECTIONAL DOOR FI8--> PREFINISHED METAL PANEL LL9_> GALVANIZED PAINTED STEEL RAIL M> PREFINISHED ALUM 12" LE17ERS-25 THUS F2-1—> ARCH PRECAST COLUMN COVER —SEE 7&8/A803 District 112 New High School PROJECT TEAM: ARCHITECT Miller Architects Inc. 244 Fir 244 Firstt Aboom Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 R•R•A CONSTRUCTION MANAGEMENT FORM Bossardt Corporation Minn West 78t i Street, Suite 100 Minneapolis, Minnesota 55438ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, fnc. 7575 Golden Valley Road, Suite 200 14O27—'C Minneapolis, Minnesota55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, 322 First Avenue North Suite 201 Minneapolis, MN 55401 ph:612-238-3805 fax:612-238-3806 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT !A Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shock 123 Third Street North, Suite 210 Minneapolis, MN 55401 ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NUMBER: 17329 KEY PLAN; NO SCALE REVISIONS COMMISSION 137.011.00 SCALE 1 321-0" DATE 2 Feburary 2007 DRAWN RMA BUILDING ELEVATIONS CITY REVIEW SET A301 II I I I I it I I I I I I I I I O District 112 New High School PROJECT TEAM: ARCHITECT Architects Inc. 244 First Avenue North Minneapolis, Minnesota 55401 / \ ph:612-332-2110 fax:612-664-8152 3 s — L- yy A•M•A - I / / CONSTRUCTION MANAGEMENT Bossardt Corporation I \ / j ❑ — �� e,� 8585 West 78th Street, Suite 100 � i o x I hnneapo 1,5408 fax 55438 I � } �� i►�� p CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, 7575 Golden Valley Road, Inc. Suite Minneapolis, Minnesota 55427 ph: 763-544-7129 fax: 763-544-0531 h STRUCTURAL ENGINEER Heyer Engineering, _ 322 First Avenue North Suite 201 Minneapolis, MN 55401 ph:612-238-3805 fax:612-238-3806 �J — MECHANICAL & ELECTRICAL ENGINEER LL 19 Hallberg Engineering 1750 Commerce Court 55110 ph: 100ax:651 16511-748`1te Bear Lake, Minnesota 748-9370 FOOD SERVICE CONSULTANT � Dennis Hahn &Associates I 311 Fourth Avenue South Sartell, Minnesota 56377 ° — — ph:320-259-6557 fax:320-529-8905 1 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 ph:612-339-5958 fax:612-337-5097 — — — — — " � 1 � SOUND &ACOUSTICS CONSULTANT BUILDINGKvernstoen, Rbnnholm & Associates — — _ — — — — — 2444 Bryant Avenue South, Sute 300 Minneapolis, MN 55405 ph: 612 374- 800 fax:612-374-3133 4FFF2 FINISH FLOOR ELEVATIONS - FFE: i !F`5 LOWER LEVEL FFE 930.00 FIRST LEVEL FFE 950.00 i I ,.®SECOND LEVEL FFE 964.00 I I i -- 1 ! EJ — I � I � 0 0 0 SQUARE FOOT CALCULATIONS: FOOT PRINT SIZE 235,907 SF LOWER FLOOR AREA 102,096 SF FIRST FLOOR AREA 197,174 SF SECOND FLOOR AREA 92,043 SF TOTAL FLOOR AREA 405,367 SF I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NUMBER: 17329 KEY PLAN: NO SCALE REVISIONS COS SCP OVERALL SECOND 137.011.00 1 11=32'-0" 2 Feburary 2007 RMA FLOOR PLAN CITY REVIEW SET A301 a A301 II I I I I ii I I I I District 112 New High School PROJECT TEAM: ARCHITECT Miller Architects Inc. 24 First A 244 First Avenue North Minneapolis, Minnesota 55401 ph: 612-332-2110 fax: 612-664-8152 A•M•A CONSTRUCTION MANAGEMENT CBossardt Corporation Minne poC00 s, Minnesota 55438 ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph: 763-544-7129 fax: 763-544-0531 STRUCTURAL ENGINEER - — -I — a Heyer Engineering, 322 First Avenue North Suite 201 Minneapolis, MN 55401 ® x® 1a ph:612-238-3805 fax:612-238-3806 F-I 7 7 7 i 3 FI -1- i- 4 -1 -1 O �_ _ LIT-1-.�1 J Y®i T-1-1-1 i _ _ MECHANICAL & ELECTRICAL ENGINEER FI-i 'i 1 1i n-1- r -i -i-n ® b n Hallberg Engineering H -1- + -1-11� U _ 1_ L 1 -1-1-1 — _ �� 1750 Commerce Court — — , White Bear Lake, Minnesota 55110 Jz ph:651-748-1100 fax:651-748-9370 ® ® FOOD SERVICE CONSULTANT 0 0 I Dennis Hahn & Associates Sartello, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 311 FAvenue South non ®' I I " "'® "" I y\ THEATER CONSULTANT EE -Z NA0 o I _ _ _ _ _ V4 § Schuler Shook �g Minneapolis, MN 55401 8__& �� I iw 123 Third Street North, Suite 210 J '® I - - - - - / ph: 612-339-5958 fax: 612-337-5097 LAW% SOUND & ACOUSTICS CONSULTANT BUILDING Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 2 FINISH FLOOR ELEVATIONS - FFE: A301 LOWER LEVEL FFE 930.00 FIRST LEVEL FFE 950.00 SECOND LEVEL FFE 964.00 SQUARE FOOT CALCULATIONS: FOOT PRINT SIZE 235,907 SF LOWER FLOOR AREA 102,096 SF FIRST FLOOR AREA 197,174 SF / SECOND FLOOR AREA 92,043 SF -7 `7 TOTAL FLOOR AREA 405,367 SF )g aL- 5- 4S (eZ a44, 5 2-fb 5 0 cam-, f6 1.30 C&'a 'J7abb Zoe? I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NUMBER: 17329 KEY PLAN: NO SCALE REVISIONS 137.011.00 1 "=32'-0" 2 Feburary 2007 RMA OVERALL FIRST FLOOR PLAN CITY REVIEW SET A301 Al 02 II I I I I I I I I I II I I I I I I I I I I II I I I I I I I I I I I I II I I I I I �I I I y o II II I I I I -- I� I I I I I I I I II I I I I I I II I I I I FINISH FLOOR ELEVATIONS - FFE: LOWER LEVEL FFE 930.00 FIRST LEVEL FFE 950.00 SECOND LEVEL FFE 964.00 District 112 New High School PROJECT TEAM: ARCHITECT Miller Architects Inc. 244 Fir 244 Firstt Aboom Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 R-N-A CONSTRUCTION MANAGEMENT Bossardt Corporation 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 ' ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. x 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph: 763-544-7129 fax: 763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, 322 First Avenue North Suite 201 Minneapolis, MN 55401 ph:612-238-3805 fax:612-238-3806 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT I Dennis Hahn & Associates '. 311 Fourth Avenue South Sartell, Minnesota 56377 ph: 320-259-6557 fax: 320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 ph: 612-339-5958 fax: 612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph: 612-374-3800 fax: 612-374-3133 SQUARE FOOT CALCULATIONS: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION FOOT PRINT SIZE 235,907 SF OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25 LOWER FLOOR AREA 1 102,096 SF s FIRST FLOOR AREA 197,174 SF Z5 SECOND FLOOR AREA 92,043 SF TOTAL FLOOR AREA 405,367 SF LICENSE NUMBER: 17329 KEY PLAN: NO SCALE REVISIONS 137.011.00 1 "=32'-0" 2 Feburary 2007 RMA OVERALL LOWER LEVEL FLOOR PLAN CITY REVIEW SET Al 01 District 112 SHEET DRAWING LIST: A000 TITLE SHEET, INDEX CIVIL: EX1 BOUNDRY, LOCATION, TOPOGRAPHIC & UTILITY SURVEY C0.0 SITE REFERENCE PLAN C1.0 REMOVALS PLAN C2.1 SITE GEOMETRIC PLAN C2.2 SITE GEOMETRIC PLAN C2.3 SITE GEOMETRIC PLAN C2.4 SITE GEOMETRIC PLAN C3.1 GRADING & DRAINAGE PLAN C3.2 GRADING & DRAINAGE PLAN C3.3 GRADING & DRAINAGE PLAN C3.4 GRADING & DRAINAGE PLAN C3.5 SITE RETAINING WALL PLAN C4.1 UTILITY PLAN C4.2 UTILITY PLAN C4.3 UTILITY PLAN C4.4 UTILITY PLAN C5.0 EROSION CONTROL PLAN C6.1 SITE FINISHING PLAN C6.2 SITE FINISHING PLAN C6.3 SITE FINISHING PLAN C6.4 SITE FINISHING PLAN C6.5 PLAZA FINISHING PLAN C7.1 LANDSCAPING PLAN C7.2 LANDSCAPING PLAN C7.3 LANDSCAPING PLAN C7.4 LANDSCAPING PLAN C8.0 IRRIGATION PLAN C9.1 SITE DETAILS C9.2 SITE DETAILS C9.3 SITE DETAILS ARCHITECTURAL: A101 OVERALL LOWER LEVEL FLOOR PLAN A102 OVERALL FIRST FLOOR PLAN A103 OVERALL SECOND FLOOR PLAN A301 BUILDING ELEVATIONS ELECTRICAL: E010 ELECTRICAL SITE PLAN E011 ELECTRICAL STADIUM PLAN E010P ELECTRICAL SITE PLAN PHOTOMETRICS E011P ELECTRICAL STADIUM PLAN PHOTOMETRICS District 112 New High School PROJECT TEAM: ARCHITECT RozeboomMiller Architects Inc. 244 Fir 244 Firstt A Avenue North Minneapolis, Minnesota 5.5401 ph:612-332-2110 fax:612-664-8152 A•Y•A CONSTRUCTION MANAGEMENT Bossardt Corporation 8565 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 77y 7575 Golden Valley Road, Suite 200 �/J Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, 322 First Avenue North Suite 201 Minneapolis, MN 55401 ph:612-238-3805 fax:612-238-3806 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT 1 Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NUMBER: 17329 KEY PLAN: NO SCALE REVISIONS 137.011.00 1 "=120'-0" 2 Feburary 2007 RMA TITLE SHEET INDEX CITY REVIEW SET I Il OFTBAL 3 n,l9 F EX s WI 1 = S CCER 4 ____._..._ OT \\ ". "'"i r ,.."._,.,. ..,.,..' ,,,.� ..✓__ .•gym .- 4.. 1.,<c"� ✓ �.� r., i { ```--,-`,'y _=`.,„�,ma„m.,.,.,,a.::.-:'>�- .._.,.'- —'-- _.__.`------_._-•-..._.--� i i WETLAND t� I MITIGATION \ ---------------------------------------------------- `°I rear/ f ." ,r""'" _� , 1-'�.____ ,. �,;'w"•' , (31,014S y: ..mm,,.�e--.. �f�,,...w<,..,...,..,»..,,..�....e..."_ .�_ /e/ �...::,,,,�..�...�—>T=�'"'. ._, =,;a.W z��'-"=-"`"",� �...„-'c� �'_.",-"`-- __ _ ._=".•��"� "`_--•::�.,. ., ,"°'�*, ,-' ,.r'/ I j - 1` �`�F,,, "-7"T - - ~;w,_.urs . �,- mn.",. ,.,�",,, ....i-.�� __..s4.•n-'-•�---_.__._-'-_...._-.._._,�[,.L...,�____ .� y%', .yam - �!' � _ "'"✓".' ..,,„.. +--�� _.,�_...»...._._._ _. '•-`' _ _ .„r-" _I_ _ _ rt, .__... -_-.� "�, .. �`,, ••.. �e"' f _ �, __ _. _ _�,.. $ F) � - `` ~ xxm.� r- ---- -- - - - - -- A." ,,, _ ---___ --- x 3 � ' CL I EXISTING j WETLAND y! �10STORM BASIN 3 ING ' g t ) AND �",,.w•' ;z tI 1 %..,.- `�' w`�"�,,. h ��'.` Y } •.\ Ji / / i'r ,,% .'ef,I �--^� - i. I - i �'•� �� I- \ .......f` __ate'' !r ., EINN t 7{7 dry ' m WETLAND MITIGATIONi,: ) I. �----- ------ EXI TING i AREA #5 , i"� i ! P / 1 `� WE LAN (XX,XXX SF)7� f r a u \ s' j FIRE LA E � ':� r ` � f tI -. DIS�1�S(2j� _ — --SJ BUS CORRAL •,. a � ;'/f'�;, y. a ``^^`•----_..__., i — (30 BUSES) ._ & EVENT SHOT oo ' DROP-OFF PARKING ( — rt --- `__: 1� PUT i (140 STALLS) ' PROPOSED HIGH SCHOOL f L (REFER TO ARCH SHEETS) LID = Il r ----------------� r----------� r'---J PROPOSED HIGH SCHOOL' �! ------I r----------� r-1 t I L---- (REFER TO ARCH SHEETS) I L----- I ✓ ! 1 I ERVIC R r% S OP AR ER E LI NORTH PARKING L T PROPOSED HIGH SCHOOL I- ) h_ + 1 I J r O (422 STALL) O + (REFER TO ARCH SHEETS I O 1 It 01 I �yi a i f n , !\ , DROP-OFF t WETLAND r a SOUTHWEST MAREA #30N \ \ e 6 / I PARKING LOT y /' ( ) \ \ M" M" (253 STALLS) ' EXISTING16,302 SF mo o> „a, „a• ASEBAL j O O I O O WETLMD / f \\ \\ O NORTHWEST „l, STORM BASIN 2 \ PARKING324STA LOB x,n ��VJJ• ` v 324 STALLS I av � \ I - es_ 0 0 yy , „. STORM BASIN 1 y I r ETLAND \\\ v,n• _ MITIGATION 1T - SOCC 1 R 2 „.- I AREA #4 „> SO BALL , f 9,50E SF) :A Inn• EXISTING WETLAND I 1 w• , w- un• ' I+ I �� l I z` „n• „� .6, �� r , yr , m• � � 'may ..� -''� �� r y�� a LEGEND e REFERENCE KEY TO SITE DETAILS C8.1 DETAIL I.D. NUMBER (TOP) SHEET NUMBER (BOTTOM) 0 50 100 IRRIGATION NOTES: 1. IRRIGATION SYSTEM IS DESIGNED FOR 60(+/_) PSI AT THE EASE OF ALL HEADS. NOTIFY ENGINEER IF EXISTING PRESSURE DIFFERS. 2. WATER SOURCE - ATHLETIC FIELD SYSTEMS: WATER WILL BE AVAILABLE FROM A STUBBED 4" D.I.P. OFF WATERMAIN WHERE GENERALLY SHOWN. COORDINATE AS NEEDED WITH THE UTILITY AND ELECTRICAL CONTRACTORS TO PROVIDE A COMPLETE FUNCTIONAL SYSTEM. 3. LAYOUT WORK AS ACCURATELY AS POSSIBLE. THE CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO THE LOCATION AND SPACING AS NECESSARY TO ACCOMMODATE ACTUAL FIELD CONDITIONS. HEAD LOCATIONS SHALL BE FLAGGED AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. 4. COORDINATE INSTALLATION WITH THE WORK OF OTHERS, 5. ALL MATERIALS SHALL BE INSTALLED AS DETAILED ON DRAWINGS. (HOWEVER, IF THE CONTRACT DRAWINGS AND/OR SPECIFICATIONS DO NOT THOROUGHLY DESCRIBE THE METHOD OR TECHNIQUES TO BE USED, THE CONTRACTOR SHALL FOLLOW THE INSTALLATION METHODS ISSUED BY THE MANUFACTURE. ALL SUCH LITERATURE MUST BE SUBMITTED 48 HOURS PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL BY THE ENGINEER.) 6. CHECK AND VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO TRENCHING. 7. LATERAL PIPING TO BE A MINIMUM OF 12 INCHES DEEP AND MAINLINES A MINIMUM OF 18 INCHES DEEP. LANDSCAPE ARCHITECT IS TO BE NOTIFIED TO VERIFY TRENCH DEPTHS BEFORE BACKFILLING. 8. ALL MAINLINE PIPING SHALL BE PVC (SDR 211 CLASS 200). LATERAL LINE PIPING FOR BALL FIELDS SHALL BE PVC (SDR 261160 PSI). 9. ALL MAIN LINE PIPING AND LATERAL PIPE of 1.112" AND LARGER AT AREAS OUTSIDE OF BALL FIELDS SHALL BE PVC (SDR 26 / CLASS 160). ALL OTHER LATERAL PIPE OF 1.114" AND SMALLER MAY BE POLYETHYLENE. 10. MAIN LINE PIPE OF 4" SHALL BE BELL AND SPIGOT, GASKETED JOINTS. 11. ALL SPRINKLERS SHALL BE AS NOTED ON LEGEND. 12. ADJUST HEADS FOR GRADE, AS NECESSARY, AFTER GRASS HAS BEEN ESTABLISHED AND ALL SETTLEMENT AT HEADS HAS OCCURRED. 13. ALL RISERS, BACKFLOW PREVENTORS AMD HOSE BIBS SHALL BE SET PLUM. SPRINKLER HEAD RISERS, QUICK COUPLER VALVES AND ALL VALVES WITH STEMS SHALL BE SET PERPENDICULAR TO FINISHED GRADE. 14. CONTROL VALVE WIRES SHALL BE #10 GAUGE U.F.U.L. APPROVED DIRECT BURIAL WITH THE EXCEPTION OF GROUND WIRE WHICH SHALL BE #10 GAUGE. 15. PLACE ALL VALVES IN APPROVED VALVE BOXES. 16. USE TEFLON TAPE ON ALL THREADED JOINTS. 17. CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING COMPLETION OF SYSTEM INSTALLATION. 18. CONDUCT AND DEMONSTRATE TO OWNER THE WINTERIZATION AND SPRING START-UP PROCESS IN THE FALL OF COMPLETION. 19. ZONES PROVIDING OVER 100 GPM SHALL BE 3" PLASTIC GLOBE VALVES. ZONES PROVIDING BETWEEN 60 TO 100 GPM SHALL BE 2" PLASTIC GLOBE VALVES. ZONES PROVIDING LESS THAN 60 GPM SHALL BE 1.1/2" PLASTIC GLOBE VALVES. District 112 Future High 9 School PROJECT TEAM: ARCHITECT Rozeboom Miller Architects Inc. 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 It -Y - A CONSTRUCTION MANAGEMENT Bossardt �� Minneapolis, po Corporation, Minnesota 5543878th Street, Suite 00 "O-)J ph:952-831-5408 fax:952-831-1268 `�JI61P CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Aofi.'" Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT & Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 at ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No.17279 Date 02-02-07 KEY PLAN REVISIONS IRRIGATION PLAN 06085 1" = 100' 02-02-07 JRP DU CITY SUBMITTAL FOR REVIEW ONLY WOOD METAL POSTS: 4" DIA. (MIN) 1.31b6/If (MIN.) HEAVY DUTY (IF USED WITH @ 8' (MAX) @ 8'(MAX) SUPPORT FENCE) SPACING SPACING POSTS: 2" SQ. (MIN) 1.0 Ibs/If (MIN.) "T" OR NORMAL USE (IF USED WITHOUT @ 4' (MAX) "U" SECTION @ 4' SUPPORT FENCE) SPACING (MAX) SPACING OPTIONAL SUPPORT FENCE (WIRE MESH) \ METAL STAKE OR WOOD POST \ 30" MIN. DIRECTION OF e� INOFF FLOW V MIN LENGTH POST ENGINEERING FABRIC OVERLAP FABRIC 61NCHES AND FASTEN @ 2' INTERVALS EXTEND WIRE MESH INTO TRENCH FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL NATURAL SOIL BURY DEPTH - � � ' 1 �-� 6" MIN. I- III- NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES i1 SILT FENCE 6" 0 NOTE: "IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR 6•• STAKE LENGTHS GREATER THAN 6" (15em) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. C 1O PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER AND SEED. Q2 BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X S" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3Q ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. Q THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5Q CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. © BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION. i21 EROSION CONTROL BLANKET ac9. SEDIMENT LOG WOOD STAKE STAKE TO BE PLACED AT - TOE OF SLOPE, BOTH SIDES INSTALLATION DETAIL WOOD STAKE SEDIMENT LOG WOOD STAKE TO PENETRATE NETTING MATERIAL ONLY FLOW f�a:! BOTTOM OF SWALE i g 0 -..xi STAKE DETAIL SEDIMENT LOG 1" TO 2" WASHED ROCK \ GEOTEXTILE FABRIC \ (Mn/DOT CLASS V) NOTE: PROVIDE WHERE CONSTRUCTION TRAFFIC 6" MINIMUM THICKNESS ENTERS OR EXITS THE CONSTRUCTION SITE 4 ROCK CONSTRUCTION 29.1 ENTRANCE 4" SLAB AND 6" SAND CUSHION - VERIFY WITH ARCHITECTURAL PLANS FINISH FLOOR /Z/ FINISH SUBGRADE FINISH GRADE (TURF) MINIMUM EXCAVATION I LIMITS TOPSOIL I T-0" `\ aaaW I \ I FOOTING 1 I �1 I / ENGINEERED FILL I UNSUITABLE SOIL SUITABLE SOIL NOTE: BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF ANY FILL. ENGINEERED FILL HAND TAMPED SAND NOTES: TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. �s1 PIPE BEDDING - PVC FINAL SUBGRADE O.D.+2' LIGHTLY COMPAC FILL COMPACTED CRUSHED ROCK OR PEA GRAVEL - 100% PASSING THE 3/4" SIEVE AND A MAXIMUM OF 5 % PASSING THE #10 SIEVE. NOTES: TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. i� PIPE BEDDING - RCP & DIP FINAL SUBGRADE NOTES: TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. ■ - . • F- , - METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. STORM SEWER PIPE - SEE PLAN FOR LOCATION, INVERT, AND SIZES BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10110 MESH "RIM" ELEVATION PRECAST CONCRETE SECTION j 27" I.D. PRECAST .: PROVIDE 2' SUMP AT ALL •x STRUCTURES s1 CATCH BASIN :OVER SHALL BE STAMPED 'STORM SEWER" IETAL SEWER CASTING - IEENAH R4733 IIN. 2 AND MAX. 5 ADJUSTING RINGS. :ROUT BETWEEN RINGS, CASTING, AND LLONG OUTSIDE. 'RECAST CONCRETE CONE SECTION STEPS ON DOWNSTREAM SIDE ;TORM SEWER PIPE - SEE ITILITY PLAN FOR LOCATION, VVERT, AND SIZES 'ROVIDE T SUMP LT ALL STRUCTURES BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 101 STORM SEWER MANHOI CONCRETE PIPE TIES ("U" SOL TRASH GUARD WITH 5/8" DIA.--\ RODS AT 6" )N CENTER. \ FASTEN TO FES WITH 3 HOT DIPPED GALV. CLIPS RIPRAP - REFER TO DETAIL 12 C9.1 Rn1.T RFOUIRFMFNTS PIPE SIZE "U" BOLT DIA. WIDTH 21" &LESS 112" 24" 24"' TO 36" 5/8" 24" 42" TO 54" 3/4" 24" 60" &GREATER 1" 24" NOTES: 2 - "U" BOLT FASTENERS TO BE INSTALLED ACROSS EACH JOINT, ONE EACH SIDE OF PIPE AT 60' FROM THE TOP OF THE PIPE. FASTEN FIRST THREE JOINTS AS SHOWN. 11 RCP FLARED END SECTION c9.1 (FES) PROVIDE 6-1/2" SS ANCHOR BOLTS - W/CLIPS HOT DIPPED GALVANIZED GRATE IN 2 SECTIONS 1 1/2" x3/8" OUTER RING A I I I 1 11a 1 1/2"x3/8" STEEL BARS @4" O.C. MAX EACH WAY 1/4"xl/4" STEEL BAR, WELD TO EACH MEMBER GRATE DETAIL / 24"PIPE \ \. 4 - 4" DIA. PVC PIPE - - - - - THROUGH BAFFLE DISCHARGE 71" PIPE PLAN` -6" THICK CONCRETE BAFFLE WITH 04 RE13AR 12" O.C. BOTH WAYS DOWELED INTO SIDE WALLS OF INSIDE OF STRUCTURE AND BOTTOM SLAB EMERGENCY OVERFLOW OVERFLOW 970.90 4' WIDE BY CW HIGH WEIR OPENING IN CONCRETE BAFFLE 4:1 SLOPE 4.4" DIA. PVC PIPE THROUGH BAFFLE "RIM" 970.90 6" MIN COVER NWL 970.84 ELEV 969.50 68.8 NWL 9--_________ - - - - 5 ___- -DISCHARGE r ' 4' 21" PIPE 5• INVERT AT --DISCHARGE = 968.50 I I STORM SEWER PIPE. IIN\ REFER TO STORM SEWER SCHEDULE FOR PIPE LENGTHS AND SLOPES (TYP) 7 GENERAL STRUCTURE C2.1 REQUIREMENTS PER DETAIL SECTION 1 OUTLET CONTROL 24.1 STRUCTURE (OCS 1) TO POND s RRS no PIPE GEOTEXTILE FABRIC - CLASS IV RIPRAP - - eo lV � SECTION B - B PLAN ';; GEOTEXTILE FABRIC O_T CLEXTIry RIPRAP FABRIC SHOULD COVER THE AREA OF THE RIPRAP AND EXTEND UNDER THE CULVERT APRON 3' SECTION A - A 13 RIPRAP - FLARED END C9.1 SECTION MN/DOT TYPE IV GEOTEXTILE FABRIC MN/DOT 3733 CLASS III RIPRAP MN/DOT 3601 12" VARIES - REFER TO DRAWING 14 RIPRAP SWALE 15" M 7/2 R � 17T- 1� 3" 7 PLAN SECTION HORSESHOE DETAILS Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps, Neenah R1981J or equal, 16" on center. Cut bell from DIP Aluminum steps approved. join with stainless •'A'" Manhole steps shall be placed steel repair sleeve so that offset vertical portion or approved equal of cone is facing downstream. '1 All joints in manhole to have "O"ring rubber gaskets. Infi-shield external 4'-0" seals as required by the Engineer. Varies A Max. of 2 Short Manhole Risers to 12"-16' be Used Directly Below Cone Section 20'_ 5" DIP NOTE: DIP -I 8" DIP 1, Kor-n-seal manhole or approved tee section equal. Horseshoes filled 2. When the manhole or catch basin with concrete structure is constructed outside mortar on all the traveled roadway a witness aw , sides (see detail post and sign shall be installed o� next to the manhole. of 1/2 Dia of pipe 3. Pipe shall be cut flush with inside face of wall. 4. All dog houses shall be grouted on the inside and outside. 5. Precast invert should be 1/2 21 Dio. of pipe and benches sloped 79 2" toward invert. 6. Precast invert is required. Precast 8"-1/4 bend Minimum thickness of precast base integral with base section is 6" for 14' deep or less, and SECTION increases 1" in thickness for every 4' of depth greater than 14' deep. CITY OF SANITARY SEWER TSIDE CHANHASSEN OUMANHOLEOP REVISED: 1-06 DATE. PLATE NO.: 2103 FILE NAME: 393_2103 15 SANITARY SEWER OUTSIDE C9.1 DROP MANHOLE SEWER PIPE 3" INSULATIONS \ RETAINER GLAND 3'-0" MIN. �- O z io TIE ROD 45" BEND (TYP.) TIE ROD z TIE ROD f TIE ROD TIE RODS NUMBER OF TIE PIPE SIZE DIAMETER ROD PAIRS REQUIRED 611, 8", 10" 3/4" 1 12",16" 3/4" 2 18", 20" 3/4" 3 24" AND LARGER SEE SPECS SEE SPECS NOTES: 1) PROVIDE RETAINER GLANDS AT JOINT ON BENDS AND AS SHOWN. 2) COAT ALL ANCHORAGE AS PER SPECS. 3) PROVIDE SAND CUSHION BETWEEN TOP OF WATERMAIN AND BOTTOM OF INSULATION, MINIMUM DIMENSIONS AS SHOWN. 16 TYPICAL WATERMAIN �C9.1 LOWERING DROP LID 7.5' Minimum cover required wATeR Tyler No. 6860 over top of water main. Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS Sigma No. VB260OW TO WITHIN 6" OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. Grade TOP Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mueller No, H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No. VB502 27" Sigma No. VB63OG Sigma NO.VB630 Tyler No. 6860 Mueller No. H-10357 EXTENSION Bibby -Ste -Croix B-5001 Tyler No. 58 14" Gate valve box, screw type, No. 59 18" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6 extended, Mueller No. 58 14 #6 round base No. 59 20" Bibby -Ste -Croix i ATE VALVE ADAPTER: 1 4' VB520 No. 57 / VB521 No. 58TEEL WITH PROTECTIVE V8522 No. 59OATING, 1/2' RUBBER VB523 No. 60ASKET INSTALLED BETWEEN THE GA VALVE AND Sigma No. VB63E BOTTOMATE VALVE ADAPTER. Tyler No. 6860 Mueller No. H-10Mueller or American Bibby -Ste -Croix No. VB51Flow Control Sigma No. VB53Resiliont Wedge Valve Conforming to AWWA Valve and Box to bC-515-80 standards plastic wrapped perwith all stainless steel BASE section 2.03anuts & bolts. "X18"X8" concrete block CITY OF GATE VALVE AND BOX CHANHASSEN INSTALLATION REMSED:1-06 DATIC: PLATE NO-: 006 FILE NAME: 393_1006 GATE VALVE BOX & 2 INSTALLATION C9' 'f "FACE OF CURB" 1 11:3 BATTER 1/2"RADIUS 6••-12"- 3" RADIUS SLOPE 314" PER FOOT TOWARDS PAVEMENT ON HIGH SIDE OF e� . LOT/DRIVE - SLOPE 314" PER .. ,, . FOOT TOWARDS BACK OF CURB �xv FACE ON LOW SIDE OF LOT/DRIVE. 4 Fa"'' .� e' a " � 1/2" RADIUS 1 2 ?�,%- ,�,- AGGREGATE BASE TO BE PLACED BY PAVING 12 CONTRACTOR (4" MIN.) NOTE: DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. 1$ B-612 CURB AND GUTTER O 2o CURB CUT C9.1 BITUMINOUS PAVEMENT 1 2 3 C9.2 C9.2 C9.2 CONCRETE CURB AND GUTTER C9.1 18 WALK FLUSH WITH TOP OF CURB AND PROVIDE TOOLED EDGE (WITH NO EXPANSION JOINT) 5" CONCRETE WALK 6" AGGREGATE BASE THICKENED TO BOTTOM OF CURB WHERE APPLICABLE TYPICAL AT ALL GRASS AREAS WALK WIDTH AS LABELED ON PLAN i ai f'yc�'JS':'C'.. s>}ar.-,`:'{:> ,Jiu � .?u.,i' •,Y';e:\'�.s � I� Ill' I�-- I-lil"-1 a I I f- PRE PARED SUBGRADE NOTE: PROVIDE WIRE MESH REINFORCEMENT IN PANELS WITH DIMENSIONS TO JOINTS GREATER THAN 6'- REINFORCEMENT SHALL BE UNIFORMLY SUSPENDED 2" BELOW CONCRETE FINISH GRADE. 21 CONCRETE WALK 20.9 { Y w W OJ m F w O, $ a LO u J a W n z CN N p U N f a � 9 Z w - O d W N T �' Z X O > Q x 0 D •+ Z M o w o_ o io z 0 t v Ea m X D o ka a X Q �. Z� 0 � ac� 0� Q D' J JJ O N0 Vi U O BE 0 U w ¢ O Q io a r Z� O O 0 FO N o C a =� W� o a O J ¢ U z ¢ ao U Wd d 3 WZQ c .n 0W o a WW rc N L) N 40W1 N> (V t1 N Y ¢yUj� X i W 0 f J V Zom d :- Q p N N ur 'XYW 9'/ o a W `WJ District 112 oQF �' a=m aim Future High N Z g Q d¢ 2 `R\\ N Z D_OZJU JO Y M MOw6Z.a SChO©I 0 0 oo� O�OW N W�Zv1 tea- W00� ¢Imm Z o=a o� m� �o +N+ Z_o�OV d� MW 0a:�Z oV5iti Fzr 1-�N 0QQ� ps ¢W>J !N-v10WZ0Z o rJa> Z1 kR6hz12 ��a5 lljn� :01- aFo o J ,�: zz PROJECT TEAM: T W O COW Ja- o� S np�ap� 7UZ0 WaN mNN}gd�oQ: Z mZ W UNO� VIa0 ^azp Ijj¢s¢axa¢ ARCHITECT omZ I->.Q W1= rJ r'i3vvim w o a 0 0 � - <m N Z` 244 First AvenRozeboom ue North er ects Inc. YZa� OLd =W �=w Minneapolis, Minnesota55401 ¢MO-W 2N30H(n x0a- s w ¢ M ph: 612-332-2110 fax: 612-664-8152 A•Y•A CITY OF TYPICAL CONSTRUCTION MANAGEMENT CHI.NHASSEN HYDRANT INSTALLATION 8585 dtCorporation I 8585 West 78th Street, Suite 100 REVISED: 1-06 I•:, iE PLATE No.: 1 OO4 Illppp��■��,,I�� Minneapolis, Minnesota 55438 FILE NAME: 393_1004 ph: 952-831-5408 fax: 952-83 i-1268 TYPICAL HYDRANT INSTALLATION 2 CIVIL ENGINEER/ LANDSCAPE ARCHITECT 1 Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph: 763-544-7129 fax:763-544-0531 CONCRETE SLAB CUR6" AGGREGATE BASE MINSTRUCTURAL ENGINEER KEY JOINT - TYP ALL Heyer Engineering, PC /8" KEY JOI T/ � 36" � P.O. Box 7397 Fargo, North Dakota 58109 " k ph:701-280-0949 fax:701-280-9686 M THICKENED SLA o COMPACTED SUB -BASE MECHANICAL & ELECTRICAL ENGINEER 8" CONCRETE SLAB //6" SAND BASE MIN. CJQi Hallberg Engineering KEY JOINT -TYP ALL a 1750 Commerce Court COLD JOINTS -36"-+I White Bear Lake, Minnesota 55110 fax:651-748-9370 / ph: 651-748-1100 �THICKENED SLA is FOOD SERVICE CONSULTANT OMPACTED SUB -BASE F Dennis Hahn & Associates 311 Fourth Avenue South 23 LOADING DOCK Sartell, Minnesota 56377 '9 1 :; ph:320-259-6557 fax:320-529-8905 .00 FINISH GRADE OF MAINTENANCE STRIP SHALL THEATER CONSULTANT BE 1" ABOVE SOD (2) #4 REBAR Schuler Shook 1/2" RADIUS 1" DEPTH CONSTRUCTION JOINT 123 Third Street North, Suite 210 (TYPICAL) SEED (BY OTHERS) Minneapolis, MN 55401 / ph:612-339-5958 fax:612-337-5097 - - SOUND & ACOUSTICS CONSULTANT i ` 'I�" T3� Kvernstoen, Ronnholm & Associates 1 I ` t -I (- 2444 Bryant Avenue South, Suite 300 I I-{ I�Minnea olis MN 55405 P fax: 612-374-3133 COMPACTED SUBGRADE ph: 38 00 a 1'-3" SECTION CONSTRUCTION JOINT SHALL BE CUT TO 1" DEPTH AND SHALL OCCUR AT EACH POST AND AT MIDPOINT BETWEEN POSTS e p a en a d a e (2) #4 REBAR PLAN 777, 24 N (;Ulu(.: STRIP e no POST I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No.17279 Date 02-02-07 AGGREGATE BASE --, TO BE PLACED 12" 1'- 8" a.. BY PAVING CONTRACTOR 28" KEY PLAN 25 SURMOUNTABLE CURB & REVISIONS Lol GUTTER 5" (MIN) CONCRETE WALK 4" SAND SUB -BASE TYPICAL LAN / AREAS ND SOD AD NG,,MYI4-.--I .., J .. , 7 `COMPACTED SUBGRADE 26 CONCRETE WALK/SLAB C9.1 2'.0" FIELD FINISH GRADE 6"-� 3" r6'1 3" �-6" TRACK FINISH GRADE n . .'4 SLOPE 3/4" PER FOOT <' < .. m, , s, ." '. R CONCRETE V-GUTTER 4 ".t:':/:.••.:':.o+'• 1"RADIUS (TYP) SAND SUB -BASE /027 CONCRETE V-GUTTER CITY SUBMITTAL FOR REVIEW ONLY 06085 1"=50' 02-02-07 JRP DLJ SITE DETAILS 1 5 SLOPE (TYP BITUMINOUS EAR COURSE AGGREGATE 1SE COURSE IGHT DUTY PAVEMENT 1.5" BITUMINOUS WEAR COURSE TACK COAT 2.0" BITUMINOUS BINDER COURSE �CLASS FIVE AGGREGATE BASE COURSE 12" SUBGRADE PREPARATION MEDIUM DUTY PAVEMENT 2.0" BITUMINOUS WEAR COURSE TACK COAT 2.0" BITUMINOUS \ L12" CLASS FIVE \ AGGREGATE BASE COURSE \-12" SUBGRADE PREPARATION HEAVY DUTY PAVEMENT --POST TOP 12" SIGN: WHITE LEGEND AND BORDER ON BLUE BACKGROUND FULLY REFLECTORIZED m • w •. II O Z METAL SIGN ACCORDING ~ W o TO MN STATE STATUTE m z a0 ° ( 169.346 W c J� �-PROVIDE "VAN -ACCESSIBLE" LABELING (MNMUTCO R7.8b) O PROVIDE AT ONE STALL O -3 112" FLANGED CHANNEL SIGN POST PER Mn/DOT 3401 O 5" O.D. GALVANIZED io STEEL PIPE WITH TWO COATS iv o SIGN ENAMEL (COLOR TO BE APPROVED BY OWNER). FILL O zz ANNULAR SPACE WITH GROUT O - 10° SLOPE _ _ a ''a O ;ae 'a ! I�_I I --~ 1" SILICONE RUBBER < OR ASPHALTIC -III--III 4: II CAULKING o p COMPOUND III---- m=III-I I I f, A• a O FILL ANNULAR I -III _I o IRtFl BPACET0IINCH ISMAND RO 3ITH 4O 1/4" METAL PLATE -III -III ' v O WELDED TO BOTTOM I -•--I � 1---I a ;a.: I I I I I� OF 5" PIPE RETE ;41. t. ' .<e I I ---CONIC III- (MN/DOT 3A32 1 1----- 1 OR EQUAL) INSTALLATION IN PAVEMENT AREAS 5 ACCESSIBLE PARKING SIGN c9.2 AND POST 4" DIAMETER CORNER POSTS (TYP.) 20'1 CENTER SECTION 10' pp ^a NO Q• MAINTENANCE STRIP J ti NO ONE' \ 4" DIAMETER LINE PARKING PARKIN d�¢• REFER TO DETAIL POSTS (TYP.) STOP FIRE LOADIN WAY C • 24 LANE z�� aQoy C9.1 SPEED BUSES AND BUSES 15 SERVICE ONLY PLAN VEHICLES DURING ONLY DUPoNO SCHOOL LIMIT HauRs HOURS 4" NOMINAL DIA. 1 518" NOMINAL DIA. STANDARD PIPE RAILS. ONLY ONLY STANDARD 4" NOMINAL DIA. PIPE END AND STANDARD PIPE LINE CORNER POSTS POSTS. W CHAINLINK POSTTOP/POSTTOP 20'WINGS FENCE REFER TO PLAN 2„ FOR MESSAGE 2„ METAL SIGN m ACCORDING -REFER TO PLAN STATUTEATE FOR MESSAGE a 169.346 N - S" O.D. GALVANIZED N( STEEL PIPE WITH TWO COATS SIGN ENAMEL (COLOR TO BE ° APPROVED BY OWNER). O METAL SIGN ° WITH GROUT FILL ANNULAR SPACE ° ACCORDING o 101 TO MN STATE ELEVATION 7'-0" -VERIFY STATUTE 16' o ' - VERIFY " X 60" FOOTINGS FABRIC ON LOWER 6' OF MAINTENANCE STRIP .00ALCODE 31/2" FLANGED WITH LOCAL CODE 169.346 SECTION / o BACKSTOP (CENTER SECTION REFER TO DETAIL o CHANNEL SIGN POST 31FLANGED ° 10°SLOPE ° CHANNEL AND WINGS) TO BE 2" X 2" -#6 24 0 o SIGN POST GAUGE FENCE FABRIC. ALL ° 1" SILICONE RUBBER ° OTHER FABRIC TO BE C9.1 ' OR ASPHALTIC #9 GAUGE ° I CAULKING ` -r� I ('-- 7 o V_l__ COMPOUND 11 FILL ANNULAR , SOFTBALL BACKSTOP °SPACE TO 1 INCH��„�-- I'�I °= C9,'L2'-6" . �- `r I" 1' FROM TOP WITH 2'' I I- � SILICA SAND; 1/4" METAL PLATE ° T:-�- WELDED TO BOTTOM ° I =T OF 5" PIPE T 40'-0" CENTER SECTION 5 Ij-'�{-) ''�-'. INSTALLATION IN CONCRETE TURF 10'-0" (MN/DOT 3A32 OR EQUAL) 7 Cp >D• INSTALLATION IN a.0 0 / Vol 1 PAVEMENT J 135"0'0" A TYP. �a1 TRAFFIC SIGN MAINTENANCE STRIP 3" DIAMETER LINE -/ REFER TO DE AIL POSTS (TYP.) C9.2 24 4" DIAMETER END POSTS (TYP.) C9.1 vA 0" PLAN °<C,�yF,p� 1 518" NOMINAL DIA. lls, STANDARD PIPE RAILS. 4" NOMINAL DIA. STANDARD PIPE END AND 3" NOMINAL DIA. STANDARD PIPE LINE CORNER POSTS , POSTS. WINGS • T I :. it 1 M 14 TQ ! u• V ELEVATION s SECTION 18" X 60" FOOTINGS FABRIC ON LOWER W OF MAINTENANCE STRIP BACKSTOP (CENTER SECTION REFER TO DETAIL AND WINGS) TO BE 2" X 2" -#6 GAUGE FENCE FABRIC. ALL 24 OTHER FABRIC TO BE C9.1 #9 GAUGE �17 BASEBALL BACKSTOP 8' HIGH CHAIN LINK FENCE (BACKSTOP WING EXTENSION) WITH TOP AND BOTTOM RAIL BENCH (REFER TO SPECIFICATIONS) FLUSH -PROVIDE EXPANSION JOINT 24 9 1 CONCRETE 26 SLAB C9.1 <:.::;,.Il-„IlII CONCRETE SMAINTENANCESTRIP r AGLIME \-COMPACTED SOIL \_e" DIA. X 36" DEEP LCONCRETE FOOTING 12" x 48" CONCRETE FOOTING AT FOR END AND PULL POSTS, EACH SUPPORT 8" X 48" FOR LINE POSTS s PLAYERS BENCH & BACKSTOP c9.2 WING EXTENSION 60'- 6" FROM EDGE OF RUBBER TO BACK TIP OF HOME PLATE PITCHER'S (WHITE SECTION) RUBBER 6" TO HOME 10' 28" S-2" PLATE o PITCHER'S 10" 9" 8- 7° V` MOUND CLAY i SLOPE @ 1" PER FOOT UNIFORM _ io SLOPE 9' TO CENTER OF MOUND 9' TO CENTER OF MOUND ON -SITE CLAY SOILS 6" 22" TO FILL ANNULAR SPACE ELEVATION R9• MOUND TABLE '�o_ LEVEL WITH '1�iGs = PITCHER'S O UBBER 00 3 y s M MOUNDTABL �-34„ LIMITS m - I 1" PER FOOT I in UNIFORM _ SLOPE I I SLOPE - I I I 1 60"1 TO APEX OF HOME PLATE PITCHERS 22" RUBBER z T 0M O$ zw S PLAN 9 PITCHER'S MOUND c9.2 BASEBALL FIELD GRASS DEPTH AGLIME TOPSOIL ON PLAYING FIELD lAGLIME AT GRASS EDGE CONCRETE FOOTING PAVEMENT SECTION CENTER STRAP ANCHOR NET POST (4" O.D.) CONCRETE FOOTING PAVEMENT . ' SECTION 11 REFER TO C9.3 ' "r.i • -•. �" 2. DETAIL ell a ."• ..k- - .•nY. ..1 u . + . .3" 6'. PAVEMENT AND NET POST TENNIS NET CENTER STRAP ANCHOR 1 5/8" O.D. TOP RAIL 4" O.D. GATE AND CORNER POSTS 3" O.D. LINE POSTS (8- O.C. MAX) 1 518" MIDDLE RAIL ' (CONTINUOUS) GATE 1 518" BOTTOM RAIL (CONTINUOUS) 7.1 VARIES EIFER (RPLAN) . _ . \-15" X 54" FOOTING �-12" X 54" FOOTING COURT FENCING 12TENNIS COURT FENCING 9'2J AND POSTS TREE GRATE - PROVIDE NEENAH R-8851 1800 ROUND TREE GRATE SHREDDED WOOD CHIP MULCH (3" MIN. DEPTH) WEED BARRIER - REFER TO SPECIFICATIONS FINE GRAVEL IN GRATE OPENING TO CONCRETE 26 BOTTOM OF TREE GRATE WALK C8.1 PLANTING SOIL -TOP OF SOIL 13" BELOW BOTTOM OF GRATE '."•.'� AFTER SETTLING ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 11/3 OF BURLAP. T'' 7 NON -BIODEGRADABLE MATERIAL " - SHALL BE TOTALLY REMOVED. PREPARED SUBSOILTO FORM I]'I PEDESTAL TO PREVENT TREE PIT WIDTH = 60" SETTLING NOTE: WATER PLANT THOROUGHLY AT TIME OF PLANTING, PRUNE, TO REMOVE DEAD, DAMAGED, BROKEN, & WEAKENED BRANCHES. REMOVE AND DISPOSE OF ALL BALL MATERIALS THAT ARE NOT BIO-DEGRADABLE. PLANT TREE AT SAME GRADE AS IT WAS GROWN. 15 DECIDUOUS TREE WITH FINISH GRADE SQ. POST - SAND/PEAT 3/4" SQ. PICKET - PRESCRIBED TOPSOIL 1-318"x1-1/2" - CROWN PEA ROCK INTO U-CHANNEL RAIL SAND DRAINAGE BED INDUSTRIAL - DRIVE RIVET IRRIGATION LINE "i[1tN 1t=01I tI IC O M= tL a=n�n,� tr.lLl-r�fluSAND DRAINAGE 4" DIA. DRAIN TILEM F REFER TO PLAN PEA ROCK INVERT ELEVATIO1 , i 3" I--1 3" 13� DRAIN TILE AND IRRIGATION _ 3.1 X TI ISQUARE 'i 3.0' 3.0' COURT SURFACE-� M14 FLAG POLE C9,2 E 10' HIGH CHAIN LINK FENCE COURT SURFAC SEDGE OF BIT. PAVEMENT N 24 CONCRETE MAINTENANCE f �-T C9.1 STRIP 3.0' 2.0' 2.0' TURF 10.0' T GATES WITH LOCKABLE LATCHES 7' HIGH CHAIN LINK FENCE 11 LIMITED ACCESS GATES c9.2 AT TENNIS COURTS I9R.T•IZISI FLAGPOLE BASE FLUSH WITH CONCRETE SLAB EXPANSION JOINT (TYP.) 5" THICK CONCRETE SLAB CONSTRUCTED 2" ABOVE FINISH GRADE - REFER TO PLANS FOR ADJACENT TREATMENT FILL VOID BETWEEN POLE AND SLEEVE WITH SAND 12" DIA. CORRUGATED STEEL TUBE 8" DIA. FLAGPOLE BUTT WELD STEEL WEDGES 3-13/16" [97MM] (2) 3-15 �I�I■ ■I■ICI■I�I�I�I�I■I�I�I■ICI■I■I■I■I■I■IN NI■I I I U I■I■I,I■I■ICI■I■I■I■I■I■I■I■I■I■ ...II. NOS -IT- I A� -+'� DISTURBED MINIMUM OUTER LIMITS OF RETE CONCRETE WALK ALK 1 z4iw 9.1 ��. �"S•'6„ 6'•6" i° U i•1 D io V 4 L ca 00 BACK OF CURB OOU00000 ¢'T <T _ o FRONT FACE 00000 no ;r OFCURB 000000 0 '90 3 6'-3" (6" CURB) 6%3" (6" CURB) I 4'-2" (4" CURB) 4'-0"UNLESS District 112 OTHERWISE NOTED A ON PLAN Future High PLAN VIEW OF PERPENDICULAR RAMP School 3'-8" A � 3'-8" DISTURBED MINIMUM PROJECT TEAM: OUTER LIMITS OF CONCRETE WALK CONCRETE ARCHITECT 4'1 UNLESS © Rozeboom Miller Architects Inc. 0 ERWISE NOTED ? 21 , 244 First Avenue North �'1»6 ON PLAN v 9.1 &��? Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 5'4"-1 L • �' CONSTRUCTION MANAGEMENT Y v U BACK OF CURB to �•' - Bossardt Corporation - v , 8585 West 78th Street, Suite 100 h F NT FACE 0000000 Minneapolis, Minnesota 55438 OF CURB 000000000 '� ph: 952-831-5408 fax: 952-831-1268 UOOUO 000 =�� aaboc boo n nc CIVIL ENGINEER / LANDSCAPE ARCHITECT CURB/ 4'-0" UNLESS 6''3�� t6" c�RB1 � Anderson -Johnson Associates, Inc. 4.2 • (4" D 4' 2" (4•• COR61 Minneapolis, 7575 n Minnesota iey Road, 2 55 7te 200 CURB) THERWISE NOTE ON PLAN ph: 763-544-7129 fax: 763-544-0531 PLAN VIEW OF DIAGONAL RAMP STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 /0.08 FT.IFT. SLOPE OF FLARED SIDE ROUND ALL SLOPED Fargo, North Dakota 58109 NTERSECTIONS ph:701-280-0949 fax: 701-280-9686 MECHANICAL & ELECTRICAL ENGINEER 4•-0" Hallberg Engineering VI 6'-3" 1750 Commerce Court (6" CURB & 0.08 FT./FT. SLOPE) (6" CURB & 0.08 FT.IFT. SLOPE) 4,-2" 4-1White Bear Lake, Minnesota 55110 (4" CURB & 0.08 FTJFT. SLOPE) (4" CURB & 0.08 FT.IFT. SLOPE) .Ss ph: 651-748-1100 fax: 651-748-9370 ELEVATION OF RAMP CURB OR, CURB FOOD SERVICE CONSULTANT EXTENDED CENTER PICKET SUPPORTED AND GUTTER 51 (6" CURB) 4,-0„ --T.4" CURB) @ Dennis Hahn &Associates 311 Fourth Avenue South AT GRADE BY 8" DIA. (4" NOM. HEIGHT (H) 4" 0 x 42" DEEP (MIN.) Sartell, Minnesota 56377 _, .. 8'-0" [2438MM] CONCRETE FOOTING ,�; : , ' ' ph: 320-259-6557 fax: 320-529-8905 _ 0.02 FT.IFT. MAX Q2 CONCRETE WALK 0.08 FT./FT. OR FLATTER THEATER CONSULTANTSchuler ORNAMENTAL FENCE 1 SECTION A -A 1s IIII,c9.2 SECTION ELEVATION 151-23/8" 123 Third Street North, Suite 210 (ANph: Minneapolis, MN 55401 5(%-60 % OF BASE DOME (TIP) 15/16" (rYP.) 612-339-5958 fax: 612-337-5097 r DIAMETER 1 5/8" - 2 3/8" II 1��1 COU. 90U OOObO v 9 SOUND & ACOUSTICS CONSULTANT A FACE TO FACE 15/16 (TYP.) 1/5" fl000000000000 abOnO0000000 0 00000000000 0000000aooao N Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 2-1/4" [57MM] 2-1/2" [63MM] 7J8"-1.7116" POST TOP DOME SECTION 5/8" MIN. 5/8" MIN. Minneapolis, MN 55405 81=NOTES: --- DOME SPACING ph:612-374-3800 fax: 612-374-3133 SQ. POST HINGE Q 112 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. FULCRUM LATCH SQ. POST W/ STRIKE STRAP (2) PROVIDE A PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY 3/4" SQ. PICKET H FLAT 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN 1-3/8"1 TRUSS ROD RAMP. U-CHANNEL RAIL - 2" SQ. UPRIGHT 1:[) 6" TO 8" IS THE REQUIRED OFFSET OF THE DETECTABLE WARNINGS/ TRUNCATED DOME INDUSTRIAL AREA FROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS AT THE DRIVE RIVET BACK OF CURB. Q ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND I j j I SHALL EXTEND THE FULL WIDTH (4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH 3-15/18" [1 OOMM] TYP- I j j 1 p fD (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING 10" WIDTH I I I I z SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (LIGHT GRAY, I 1 iv WHITE, OR YELLOW) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE I hereby certify that this plan, specification, Or 54" DEPTH , \ I 1 1 j j I I TRUNCATED DOME AREA SHALL BE A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHT YELLOW) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR. report was prepared by me or under my direct SUpeNISIOn and that I am a duly IICBDSed I i Professional Engineer under the NOM HEIGHT (H) © DETAIL BASED ON MN/DOT STANDARD PLATE 7036F. lawsIBWS of the State Of Minnesota. 8'-0" [2438111110] 19 PEDESTRIAN CURB RAMP ACTUAL OPEN'G(A) NOM OPENING DANIEL L. JOHNSON C9.2 I Reg. No. 17279 Date 02-02-07 8'-1 1/16" [2465MM] 8'-0" [2438MM] 17 ORNAMENTAL GATE lliiI,I2 ELEVATION' NEENAH R4018 DRAIN AND GRATE 1/2" X 18" X 18" TRACK SURFACE STEEL PLATE ' FINISH GRADE FIELD SURFACE (FINISH GRADE) 1/2" X IT X 8" STEEL PLATE 'Z--„_;; / a .. a FERNCO STRAP I LIGHTNING ' - h I=i (2 REQUIRED) ARRESTOR. + - I-+]i,: 6" FERNCO SPIKE BY POLE COUPLING SUPPLIER • 6" PVC RISER- ' - { HEIGHT VARIES 6" PVC SOLVENT WELD PVC 45' BEND --- SOVLENT WELD • ,. - WYE VJITH 45' BEND ' 15" STORM SEWER (PERFORATED) �1 RISER INLET (RI) FIELD OF PLAY OUTFIELD FENCE PAINT POLE AND MESH BRIGHT YELLOW (2 COATS) - CONFIRM COLOR WITH ENGINEER PRIOR TO APPLICATION 6" DIA. X 20' HIGH • GALVANIZED POLE lV �/ �1/4" X 1" X 1" GALVANIZED STEEL MESH WITH 1/2" WIDE SMOOTH STEEL BORDER WELDED TO MESH FOUL TERRITORY FOUL POLE- PLACE POLE 8" OUTSIDE FENCE, IN LINE WITH FOUL LINE FINISH GRADE 18" DIA. X 54" DEEP CONCRETE FOOTING FOUL POLE CITY SUBMITTAL FOR REVIEW ONLY KEY PLAN REVISIONS 06085 1"=50' 02-02-07 JRP DLJ SITE DETAILS \C9.2 �i MANIZED IPE TRACK RADIUS POINTS INSTALL AT CORNERS OF ALL FIELDS AND AT OUTFIELD FOUL LINES OF SOFTBALL FIELDS PINS SHALL BE INSTALLED BY A REGISTERED LAND SURVEYOR AIDE OF FIELD REBAR FIELD MARKING PINS SIX (6) 14' HIGH CANTILEVERED STRUCTURAL ALUMINUM POSTS (4"DIA) SET IN 12" OIA., 40" DEEP CONCRETE FOOTINGS a,0.-0r. 70.•D.. t------------ NYLON NETTING 1 60'S CTOR I q 1 TrT,-�-I I - `\ t 3 DISCUS CAGE 5/8" O.O. TOP RAIL HAIN LINK FENCE 1 518" O.D. BOTTOM RAIL FINISH GRADE CONCRETE MAINTENANCE STRIP 24 C9.1 CONCRETE FOOTING 12" x 48" j 1 • I _� I FOR END AND PULL POSTS NOTES: 1. END AND PULL POSTS SHALL BE 3" O.D. I-i ! LINE POSTS SHALL BE 2112" O.D. r � 2 ALL FENCING SHALL RECEIVE 2" x 2" #9 _ 1-J GAUGE FABRIC UNLESS NOTED ilL- i OTHERWISE. L " { 3. LINE POSTS SHALL BE AIR DRIVEN. -III I 1-'- 4. POST SPACING SHALL NOT EXCEED 10' O.C. HAIN LINK FENCE NOTE: PROVIDE ADEQUATE SPACE BETWEEN GATE POST AND GATE SUCH THAT GATE IS IN LINE WITH FENCING WHEN FULLY CLOSED AND LATCHED LIFT HANDLE GATE LATCH CLAMP SECURED TO GATE POST HANDLE RECEIVER �-PROVIDE HOLE THROUGH LIFT HANDLE AND RECEIVER TO LIFT HANDLE ACCOMMODATE PADLOCK RECEIVER CLAMP (PAD LOCK BY OWNER) SECURED TO GATE POST NGLE SWING GATE LATCH TE SPACE BETWEEN ATE POST AND GATE SUCH NOTE: PROVIDE ADEQUATE S C G THAT GATE IS IN LINE WITH FENCING WHEN FULLY CLOSED AND LATCHED. LATCH RECEIVER LATCH ARM (ONE ON ONE EACH SIDE EACH SIDE OF GATE) ) OF LATCH 1 112" LONG HANDLE LATCH HINGE (ONE ON EACH SIDE OF LATCH RE LATCH 1 SECURE H TO GATE C SECURE LATCH-/ `PROVIDE MECHANISM TO ALLOW RECEIVER TO GATE TO BE SECURED WITH GATE PADLOCK 1 DOUBLE SWING GATE LATCH CAP BLOCK SLOPE MAY VARY 1' CAP OF TOPSOIL OVER FREE DRAINING AGGREGATE i 1; FREE DINING AGGRERAGATE '�,: 1 �j Jr 3 IL FINISH GRADE /� r• II , W W 7 ,-. >� sa �103 = 1 iC,'J(1 Q a /'•1 D r� , kJ �- r_._: ;?f4.Y.'.�k�., r.`.^ .St e`r44 —rn—. ..-i"('r..4-•• 6" MINIMUM COMPACTED 5'-0" MINIMUM - GRANULAR BASE RETAINING WALL AT WALL AND HOME B PROVIDE WHITE PAINTED SECTION APPLIES TO ALL STRIPES AT 24', 28', 32', 36', SIDES NOT ADJACENT TO FIELD AND 40' FROM LANDING PIT EVENT PAVEMENT -VERIFY WI SCHOOL [(SAND) A.D. PRIOR TO MARKING 6" WIDE CONCRETE CURB 6" DRAIN TILE -REFER FURNISH AND INSTALL TO UTILITY PLAN FOR TAKE OFF BOARD LOCATION (REFER TO SPECS) C ?, 8.0'— t4.0' LONG X 10.0' WIDEs 1 CONCRETE CURB I 12"RCONCRETE BASE W.W.M. VERIFY VERIFY INSTALLATION WITH G1 6" 8° MANUFACTURER OF BOARD 11 C9.3 SAND SUBBASE 10 LONG / TRIPLE JUMP PIT PROVIDE 1" CROSS SLOPE P (TY ) 2" WIDE PAINTED LINES A. A ... 0 CONTROL POINTS y (TYP) 4'-0" ARC AT INSIDE q ' FACE OF CIRCLE . s. Z %4.. ALUMINUM TOE BOARD AND RING [+Ti7:T!T7at4 S" CONCRETE SLAB WITH #4 REBAR 12" O.C. SW TO WITHIN 3" OF SLAB EDGES. SET LEVEL WITH GRADE - 1164" ROUGHNESS BROOM FINISH 8_N\ SHOT PUT PAD PROVIDE 1" CROSS SLOPE / 2" WIDE PAINTED LINES as A �•Olt ALUMINUM RING "' REFER TO SPECIFICATIONS a '" • ":" '•' 3" 8" CONCRETE SLAB WITH #4 REBAR 12" O.C. BW TO WITHIN 3" OF SLAB EDGES. SET LEVEL WITH GRADE - 1/64" ROUGHNESS BROOM FINISH DISCUS PAD TRACKTO SE TYPE SDR 26 PAVEMENT EDGE SHALL BE 8'-0" APPLIED WITH AMECHANICAL 5'4" SCREED. EDGES SHALL BE CUTTO FINAL WIDTH OF 5'-0" 2" WIDE WHITE I �I I PAINT STRIPE (TYP) 1--RESILIENT SURFACE FURNISH AND INSTALL ALUMINUM VAULT BOX AS SHOWN - SEE .—, - SECTION THIS DETAIL _I CONCRETE STANTION PAD 30" X 60" X 18" DEEP TOP OF 2•.6. PAD SHALL BE LEVEL AND ALL PADS AT SAME ELEVATION o INSTALL FOUR ANCHOR BOLTS IN EACH CONCRETE PAD TO RECEIVE VAULT STANDARD BASE (BASE BY OWNER). VERIFY LOCATIONS WITH OWNER PRIOR TO INSTALLATION PLAN PAVEMENT SECTION 11 REFER TO DETAIL C9.3 9/4" DRAIN TUBE PEA GRAVEL VAULT BOX 4 SECTION AT VAULT BOX POLE VAULT 2" D.D. POST WELDED - BETWEEN RAIL SPACES iv AT S' O.C. (TYP) 2" O.D. TOP RAILS LINE FULL PENETRATION FIELD 1n� POST WELD ALL AROUND SECTION AT TOP OF BATTING CAGE REFER TO TOP DETAIL ABOVE (TYP FOR OF BATTING CAGE) 6 \ 5' SINGLE SWING GATE WITH LOCKABLE DEVICE SUPPORT POSTS TYP AT 46' TOP RAIL CROSSING Y T r I I' / ! I x yG I .. G 3" O.D. CORNER POSTS AGLIME SURFACE INSIDE .y �l S" DEPTH 2-1/2" O.D. INTERMEDIATE r fY' LINE POSTS 2" X 2" - #9 GAUGE FABRIC TURF 3" O.O. LINE POSTS WHERE SUPPORTING TOP RAIL TRUSS O.D. MIDDLE AND MAINTENANCE STRIP (TYP) FULL MIDDLE PERIMETER OF BATTING CAGE. BOTTOM RAILS REFER TO DETAIL NOTE: NETTING TO BE FURNISHED BY OWNER 2" O.D. POST WELDED BETWEEN RAIL SPACES iV AT 5' O.C. (TYP) / 2" O.D. TOP RAILS TD LINE FULL PENETRATION FIELD �` POST WELD ALL AROUND SECTION AT TOP OF BATTING CAGE REFER TO TOP DETAIL ABOVE (TYP FOR OF BATTING CAGE) 6 5' SINGLE SWING GATE WITH LOCKABLE DEWC SUPPORT POSTS TYP AT TOP RAIL CROSSING a✓ /�h EDGE TREATMENT WITHOUT CONCRETE V-GUTTER GRADING PLAN ELEVATION APPLIES TO TOP OFWEARCOURSE 1/2" RESILIENT SURFACE 2" 1-112" BITUMINOUS WEAR COURSE 2" VARIES TACK COAT -2" BITUMINOUS BINDER COURSE 4" AGGREGATE BASE COURSE 36"SAND SUB -BASE (REFER TO SPECIFICATIONS). NOTES: 1. PAVEMENT SECTION APPLIES TO TRACK AND PAVED FIELD EVENTS 11 TRACK &FIELD EVENT AND TENNIS �93J PAVEMENT 41 y I I ;I1 I it q 19 I 6" 6" CONCRETE CURB WALL TO CENTER OF RAIL v Ka' 4•, r' 7' x EXPANSION JOINT EXPANSION JOINTS:. � '"-''..' ��•' =. �'. NOTES' . :, " r.; . . � ' -;�,:e, ` 1. VERIFY ELEVATIONS IN FIELD. •. 1'-•' q�' :' 2. HANDRAIL TO CONFORM TO ADA s' '• AND STATE OF MINNESOTA .•' •''°''"'"q -'4q. ' ::?�'" "'+ BUILDING ACCESS SURVEY ,�.i ?. ';1� ":+•'>''tb '9 �' :S !F.".�/�:, q''..;� STANDARDS. •; V. .firs' 3. PROVIDE SHOP DRAWINGS STAIR NOSING .°a•' ,a '4„' - :1 ±p;a Ya '• REGISTERED REF ER TO SPECS • Po•, ':� 'i '' <; '^" '"'� SIGNED BY ta,i .• w"y "l. STRUCTURAL ENGINEER FORT RAL '.., "t�<, T '};' .`�• '+x1 �.Y•, n,. �Cn�' J.4;,;.•'":• K�.•'• ,p^ '�a+..;9' APPROVAL PRIOR TO CONSTRUCTION. _a.•r. " '. '+�*" T ,!.' °' ..9, '•; {.''•:^ ;.'•I 4. HANDRAIL SHALL RECEIVE 2 COATS OF '; '" ` rf '1,.a• ; y,; <. . "i, "• �F ' q • ^ -0,' bn PRIMER AND 2 COATS OF FINISH COLOR b.lk• ••a •++ a "`` :` : +�� Ri : ''a' 'F'• �° I TO CENTER OF RA L SELECTED BY ARCHITECT. 'd" "'6' �� :',.','„• 5. HANDRAILS SHALL EXTEND 12" PAST THE BOTTOM AND TOP STAIRS. ALL HANDRAIL PIPE -.°w ;, .;' •"' : x'"''' ! + „',q.� SHALL BE 1-1/2" O.D. ^!" STD. PIPE HANDRAIL 14.. 6" CONCRETE WELD AND GRIND PLAN VIEW CURB WALL SMOOTH JOINTS (TMP) TEXTURED SURFACE I \ 14" EXPANSION JOINT 2' RUN 2.-2.. 13.-9" Tr-0" CONCRETE WALK 55.8 14•+ RUN TEXTURED SURFACE 1'-0'• 1'-0" EXPANSION JOINT i ., } 49.3 14" 5" CONCRETE I _� j _ "'' S RUN I 6" RISE lI a �� #4 CONTINUOUS REBAR (TYP) +' �T' O.D. CORNER POSTS 6 AGLIME SURFACE INSIDE 5" DEPTH 2-1/2" O.D. INTERMEDIATE LINE POSTS 2" X 2" - #9 GAUGE FABRIC 3' O.D. LINE POSTS WHERE TURF SUPPORTING TOP RAIL TRUSS 1-518" O,O. MAINTENANCE STRIP (TYP) FULL MIDDLE AND PERIMETER OF BATTING CAGE. BOTTOM RAILS REFER TO DETAIL NOTE: NETTING TO BE FURNISHED BY OWNER SOFTBALL BATTING CAGE I 5-9116" O.D. STEEL— FOOTING DETAIL UPRIGHT BY MANUFACTURER 8-1/2" X 4' LONG j 't REBAR WITH #2 TIE 1p, RODS @12"O.C.^.'. ANCHOR BOLTS J� PROVIDED BY 4 s lla MANUFACTURER a, a' �t �Sill� ; f 4000 PSI — 1 CONCRETE 3• 23'-0" INSIDE TO INSIDEOF 5" DIA, SUBGRADE 5-9/16" DIA. 10• O TOP OF CROSSBAR TO PLAY SURFACE ENTIRE SUPPORT STRUCTURE SHALL BE FINISHED IN A COLD UPRIG T GALVANIZED PRIMER FOR REPAINTING OFFICIAL WHITE OR YELLOW COLOR (VERIFY) AFTER INSTALLATION. 5 FOOTBALL GOAL POST a,21 (CANTILEVER) i I #4 REBAR @ 12" O.C. (TYP) •- � � -'� I TREAD REINFORCEMENT 4" AGGREGATE BASE COURSE #3 REBAR CONTINUOUS PREPARED SUBGRADE CAST SLEEVE TO NOSING BAR WITH #3 RECEIVE HANDRAIL REBAR@16"O.C. SECTION VIEW STAIR NO (TYP) CONCRETE STAIRS 6" DRAIN TILE- REFER TO PLAN FOR LOCATION SADDLE CONNECTION TO 15" 5" S STORM SEWER 15" PERFORATED PVC STORM SEWER PIPE 11 DRAIN TILE CONNECTION 1 6" 22-1/2" PVC BEND 6" PVC SECTION CUT TO FIT 6" 22-1/2" PVC BEND 6" PVC SECTION CUT TO FIT i SET TREE AT FINISH GRADE SHREDDED HARDWOOD MULCH (4" MIN. DEPTH) \ ' PLANTING SOIL (MIN. ' DIMENSION SHOWN) SOIL SAUCER: USED PREPARED -SOIL (4" MIN.) ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF MIN I I BURLAP. NON -BIODEGRADABLE : II MATERIAL SHALL BE TOTALLY REMOVED. it PREPARED SUBSOIL TO FORM --~ i PEDESTAL TO PREVENT - SETTLING. -2.5 X BALL DIA MIN. CONIFEROUS TREE 20 C9. 6" ORAIN TILE. REFERTO PLAN FOR LOCATION. 12" CLEAN SAND 21 3ED HARDWOOD MULCH STAKES PER 20' 1 MINIMUM) AND WEED LORPOT SOIL (MIN. DIMENSION 'LANTING SOIL BACKFILL SHRU SET TREE AT FINISH GRADE SHREDDED HARDWOOD MULCH (4" MIN DEPTH) PLANTING SOIL (MIN. DIMENSION SHOWN) SOIL SAUCER: USED PREPARED -SOIL (4" MIN.) f f I ii" r—'—1 I I ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF <� �� { • BURLAP. NON -BIODEGRADABLE I��•,:-i MATERIAL SHALL BE TOTALLY -, 1 1 I I I PREPARED SUBSOIL TO FORM t PEDESTAL TO PREVENT SETTLING. 2.5 X BALL DIA. MIN. DECIDUOUS TREE AREA) F-NATIVE SEED MIX BIORETENTION AREA EN (BIORETENTION SURFACE District 112 Future High School PROJECT TEAM: ARCHITECT Miller Architects Inc. 244 First 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 A-M•A CONSTRUCTION MANAGEMENT Corporation 8585 We 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 2-8 1-1268 2- 1- 3 P h:95 83 5408 fax.95 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC FTii P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT ! Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT I� Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph: 612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS 06085 1"=50' 02-02-07 JRP D LJ SITE DETAILS CITY SUBMITTAL FOR REVIEW ONLY STORM WATER POLLUTION PREVENTION PLAN - GENERAL SUMMARY A. Under previous contract, the School District's Earthwork Contractor completed early grading work including: 1. Construction of topsoil stockpiles/ temporary berms along outer perimeter of site specifically along the southwest, south, east and northeast quadrants of the site. 2. Construction of Temporary Sediment Basins at the southwest, east and north quadrants of the site. 3. Diversion of runoff from the construction site to the temporary sediment basins. 4. Construction of outlet devices from temporary sediment basins. 5. Stabilization and maintenance of areas downstream of outlet. 6. Construction/ preparation of the building pad. 7. Deposition of excess soils over the north quadrant of the site. B. Upon approval of perimeter silt fence, rock construction entrances other erosion control devices, commence with the following construction sequence: 1. Maintain existing, in -place topsoil stockpiles at the north side of the site and temporary berms along outer perimeter of site specifically along the southwest, south and east quadrants of the site. 2. Maintain the temporary sediment basins at the south and east sides of the site. Remove temporary sediment basins when construction requires 3. Divert runoff from the construction site, as much as possible, to the temporary sediment basins. 4. Maintain/ protect newly constructed building pad. 5. Construct the Storm Basin Nos. 1, 2 and 3. Use these basins as temporary sediment basins during construction. Protect the basins from silt and sediment contamination. 6. Begin removal of topsoil stockpiles and begin excavation/ construction of areas outside of prepared building pad including parking lot and drive subgrades, ball fields and other athletic facilities, and preparation for retaining walls. 7. Rough grade site. Do not construct the rain gardens until the storm sewer is fully functional and the diversion berm is in place. 8. Construct the concrete truck washing area. 9. Construct other temporary earth berms to divert storm water runoff to the proposed storm sewer system, storm water treatment basins, or other temporary sediment basins, as required. 10. Install remaining silt fence and sediment logs immediately following rough grade establishment. 11. Construct storm sewer system. Protect structure inlets with approved devices (hay bales around castings and silt fence under castings will not be acceptable). 12. Construct water main and sanitary sewer systems. 13. Construct retaining walls. 14. Construct the concrete truck washing area. 15. Construct parking lot and drive subgrades. 16. Grade ball fields and balance site leaving adequate and required amount of topsoil for spreading around (future) grass and landscape areas around the building. 17. Complete construction of remaining improvements. 18. Stabilize slopes with seed and erosion blanket. Seed and establish the fine graded topsoil areas with native grasses. 19. Construct curb and gutter. 20. Construct pavement sections. 21. Construct the rain gardens. 22. Establish plants and vegetation in rain garden. 23. Install landscaping and other improvements necessary prior to sodding. 24. Provide final site grading and landscape restoration with minimum eighteen inches of topsoil and sod. Provide lapped and staked sod as required in critical areas (steep slopes, swale bottoms, etc). 25. Remove temporary diversion berms only after rain garden vegetation is established and ready to receive flow. Immediately restore the area of the temporary diversion berm. 26. Stabilize slopes u hill from the infiltration basins and rain gardens with seed and erosion blanket P P 27. Immediately (maximum one week) prior to anticipated final site stabilization (seeding, erosion mat, sodding), remove temporary sediment basins and temporary diversion berms. Temporary diversion berms and sediment basins shall not be removed until all parking areas are capped with Class 5 aggregate base course and the anticipated actual seeding schedule is no more than one week away. 28. Provide final stabilization of site. ��' v. ,... i a `_. mac'' ,:'' ; ✓'�' f 1 STORM WATER POLLUTION PREVENTION PLAN - GENERAL SUMMARY C. Inspect erosion control devices and provide routine maintenance as follows: 1. Inspect erosion control a minimum of once per week and after each rain event. Record inspection on log posted in Contractor's construction trailer or other suitable temporary storage area. 2. Provide maintenance for all devices as follows: a) Silt fences and erosion control devices at storm sewer inlets shall be inspected for depth of sediment, tears, to see if fabric is securely attached to support posts or structure, and to see that posts and devices are securely in place. b) Silt fences, erosion control devices at storm sewer inlets, sediment logs, and other erosion control devices shall be cleaned when sediment reaches 1/3 the height of the erosion control device, within 24 hours. c) Rock construction entrances shall be inspected for clogging of river rock. River rock that has become clogged with sediment shall be removed and replaced with fresh river rock. d) Repairs o replacements r 1 cements to all erosion control devices shall occur within 24 hours. e) The storm water basin and temporary sediment basins shall be cleaned when sediment reaches''/2 the outlets height or the basins storage volume. The basin shall be drained and sediment removed within 72 hours. f) Temporary diversion berms shall be inspected and any breaches promptly repaired. g) Tracked sediment on paved areas from construction vehicles (including paved areas on the construction site) shall be removed within 24 hours of discovery. h) The bottom and side slopes of the proposed storm water basin shall be stabilized within 200 feet of the property line or point of discharge to any surface water. Stabilization shall be complete within 24 hours of connecting. D. Provide dewatering of excavations as identified in Spec. Section 02200. Discharged water shall be routed through temporary sediment basins prior to discharge from the site. E. Stabilize denuded areas and stockpiles within the following number of days of last construction activity in that area: 1. Steeper than 3:1 - within 7 days 2. 10:1 to 3:1 - within 14 days 3. Flatter than 10:1 -within 21 days 4. Temporary soil stockpiles shall be treated with appropriate erosion control measures, including silt fence and temporary seeding when stockpiles are left inactive for periods longer than 7 days. F. Provide maintenance of all temporary seeded areas until fully established. G. Apply for Permit Transfer/ Modification with MPCA. Permit transfer will occur in about May 2005 (confirm with Construction Manager) H. Anticipated Project Schedule: 1. Pbase I site Tough grading (Building Pad) (by others) December 2006 2. Building pad grading (by others) March 2007 3. Phase 2 site rough grading (Balance of Site) (begin) May 2007 4. Building construction (footings, block, etc.) (begin) May 2007 5. Site rough grading (complete) November 2007 6. Balance of site finish grading September 2008 n n Erosion ontrol Blanket major of site (complete) September 2008 7. Seeding andControl (majority h' )( P ) P 8. Building construction complete (for occupancy) June 2009 9. Seeding and sodding (complete) June 2009 EXISTING •-.��.. „, _�,,w...._,-...ram._....-...:�: �� f_.....�. ....._---..�� _ �� WETLAND / ♦♦` A. ��----------------- `I BLUFF CREEK PRIMARY ZONE 1 +• p�� ♦ - DELINEATED WETLAND PROVIDE 20'-0" F s p ♦ I r� ` �. •• '`�` I 1, "NO GRADING" BUFFER �� - .,,..... B >`� �� ,'....,s- 2 rj 1 � ♦y '..••.� ' ��•• ♦ r,,., 'w� ERoaow eaax�r ,�. �I __--{ K,v - = O \ ��'' ♦♦♦♦ /`�` 8 'q. •'° EXISTING <�tli/' I ,'%. �i �-_- •� ♦ - `.,. ;PROVIDE 20'-0" : IO �........_.. .cw^", " .,w .^""'• a� TORN BABIN3 ♦ ., ' t EXISTING WETLAND s'i�;llii,; ..�'" �� \ %� ♦♦�♦♦;-,........,,., "';; "NO GRADING" BUFFER !'- WETLAND ,.. 4,...- \ ♦ / - •� •♦ 1 / ^•-1 ��• 1; � ,., DELINEATED WETLAN r. '-_„�i.-:..�- ��\\ 5 2 _____•♦, ♦♦ �:."... � ,•.;" r •✓ /// „ 1\ ` • N �. r I I /�' ! 1 �� -\` ♦♦,♦♦ BLUFj,CREEK PRIMARY ZONE / '� -- -- ,. O .\ ., ♦ ' .,/f � 1 ' � ,�,.,,.. ,, �,,:,,•� �,,.,�' �`,.•._ .•� 1`� . "++. , . ..,"-" ».;.,,r „r.. ,.,W" �I _....,_.,.... 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' r ,D^�� *" I f ^' ° � � ....... .�a""'�)..-,:_. ....,...' .,_-_ ^"^•s,- - s' �,„x' ..NO GRADING" BUFFER - - 1 � - +�'*--' �-!�`� ELINEATED WETLAND + + w°m•• eocdERz - f 7�1 _ - + p . .. -„„ ,w? 13.,. � �^", �•-.:...r' ,. ('PROVIDE - + �' _,_,.,.,,,_„ I .._..--""-------•-- �'� _._ �� _ RN BASINNO GRADING 2 `"...," ,,,. m�F",' , BUFFER EROSION CONTROL KEY LEGEND LEGEND A 2 CAT TRACKING (SLOPES. -.w.. STEEPER THAN 6:1) . 80FTRa1, SILT FENCE WETLAND BUFFER WETLAND 16.5' OR 20' 2 WETLAND BUFFER 5.0 2 � jl I 3 'h 4 so�ex• - vv - t - ' .a-""` 1 SILT FENCE - INSTALL PRIOR TO GRADING 1 REFERENCE KEY TO SITE DETAILS \ t r O C91 Cg 1 DETAIL I.D. NUMBER (TOP) ` ✓"`' ✓ SHEET NUMBER (BOTTOM) �%--- I �\ \ �`"-✓'�"f' , ''/ ✓� SILT FENCE, INSTALL IMMEDIATELY FOLLOWING ROUGH e wEiuxo ""'-� O GRADING - USE HEAVY-DUTY AROUND POND AREAS AS C9 1 O EROSION CONTROL DEVICE KEY ' ,. 1 • ✓,.'„'°',., NOTED - ..`1'WTES e r .✓''ioD•a 4 + SILT FENCE ,,,,✓""r;s TroN"^" O ROCK CONSTRUCTION ENTRANCE e 1. REFER TO SHEET C3.1, GRADING AND DRAINAGE c9.1� C91 3 y.S ,`• ,y �- ,,M 3 PLAN, FOR GENERAL NOTES. SEDIMENT LOG C0.1 ' 4O SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS a ROCK CONSTRUCTION ENTRANCE C9.1 ak^�',,•5 TEMPORARY/ PERMANENT STORM BASIN 7 EROSION CONTROL BLANKET & SEED e 'k .---••^�"" ` - «�n "" c, DELINEATED WETLAND O6 RAIN GARDEN/ BIOFILTRATION AREA 21 ® C9.1 C9.3 SEDIMENT LOG C9.1 ! -m o®oo O CITY SUBMITTAL .. m• 8 EROSION CONTROL BLANKET FOR REVIEW ONLY District 112 Future High School PROJECT TEAM: ARCHITECT Miller Architects Inc. 244 Fir 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 I•M•A CONSTRUCTION MANAGEMENT .�� Bossardt Corporation 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 ph:952-831-5408 fax:952-831 1268 1ARES3,11 CIVIL ENGINEER I LANDSCAPE ARCHITECT Anderson -Johnson Associates Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT I Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North Suite 210 Minneapolis, MN 55401 at P 3 h:612- 39-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 f' ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS 06085 ill =50' 02-02-07 JRP DLJ EROSION CONTROL PLAN R jig V / + r Y r I I \ T v4 \ , A. SOFISDU 2 N H ! r I i District 112 Future High School ! e PROJECT TEAM: I Ir� I 9 g p t ARCHITECT Rozeboom Miller Architects Inc. 244 First Avenue North Minneapolis, Minnesota 55401 i t �N ph:612-332-2110 fax:612-664-8152 ------ ---------------------i'=[ 'l a j+ 1 III CONSTRUCTION MANAGEMENT �iown Bossardt Corporation Minn West , Mi Street, Suite 100 101 Minneapolis, Minnesota 55438 I , ph:952-831-5408 fax:952-831-1268 'Rn1 g f P I (� CIVIL ENGINEER /LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 +'-f i Minneapolis, Minnesota 55427 i ♦ -- _ _ -3'. I t h:763-544-7129 fax:763-544-0531 - - L - _ 14 — STRUCTURAL ENGINEER TU 'gym-,, Heyer Engineering, PC i �� i - ."�G-'' � ,,r' .. '� `t .: "^a,.�' , � ♦♦ � �y„� � , �a Ir* m. e � 1 i '. a\^.. P.O. BOX 7397 j/ _ _ ^"y � ♦`♦♦ Q � ,a . � � r�) Fargo, North Dakota 58109 ^ I ! • -. m° ,' - O♦`� t �=---t ph. 701-280-0949 fax: 701-280-9686 �� i " `""�sr _,. ``�,, `t, :�-`..�,• ;' •,„� -`� r" i r d�rr� 3 i -y, 1 �f a 0 2 t a+o" li3usnxD i. „"'�.,..a^-^. ` i ,• "_A+^ .. .- ... _. "•-.,^-„w.,,Ma..,.'`�.�..� ."^"„m�'♦,.� ..+'"~~ � i7Y� r �`,� r. � 3 �I1 �� aa`„--! I 3 `�,..:, a t '�,,,n..mr." .l i ,.z r.n..,. _ _. "w\\`', w.s.¢y� �,,...."a 3��••n- t. E STING WETLAND ,I ' wLANG s✓f° 1 r, -... \Q..--_�, `•...�.,, r g IN' ram. „! ,, a IY t 1 1 v ��MECHANICAL 8L ELECTRICAL ENGINEER Hallberg Engineering � .I ,�� ,,; ' •, � � ' t .✓ 3 �' ._,. v, r .'` �.._ �,+ �� ,w.."..w....,{ j r+.,r°',. ♦ ♦ ('�uN'"�w'./nor° , $f} g /♦ , ♦♦ y��`��.� ."-'"'.Y •• i �, i E g - °3 _ �� ...,. .. �„�..---"`�� ""__"_.,_..._._ .. __ - - �0 •� �+.�ti `",,,., t_-^ i ,� �.�� M r: r� i rr'� a ° a�./ I 750 Commerce Court l - .��''� r ) ° \ ` °r ♦ t ' wr 1 ?I White Bear Lake, Minnesota 55110 i ! i if ph: 651-748-1100 h:651-748-1100 fax:651-748-9370 a ' IFNN - -C' o 3a xi tt wv '� '.` "♦ .�'r ! (;• i� Ry ! 1 I f) mow• . 1 t i a 3 a7 `A F ' �i •• •• ' . ..aA', '' .�'>".. �� •••.� .ate~ $ '� 1 I f m�--- _i~ �� a :� "•+ i "'rf o ! { 1 7� • _` t e 3 i e e "� .r / '� FOOD SERVICE CONSULTANT as CXIaI�G �� Dennis Hahn &Associates •. •.- r/» i r ,^./ 1 i , m" Y...,..�.,_..:+' ."f3 m •rr m w ^. 1 Im YO *` ACM ln,a / �'",�V`.f �-�''r i a 'ter y�...,. �4- •r'µ ! ! 1 I _ „^ 1 ,,..,'� �,�- �` � , � a � / ?` "" C•) y�'. 1 `�'- 311 Fourth Avenue South 9 t ♦ Fj ! ' :` i :_'^ , \' 3 .•y Bartell, Minnesota 56377 ph:320-259-6557 fax:320.529-8905 c .y i ✓- DIBDD: a fi\' ','-__`.-....._.r 9 � f...-,-•"'�.... i_ R 81,540R^'IL + ° `� Y �-6HDT � � �"'-�` i i- p! �_ a l. In .v ORGP.OFf FARKIN7 � � 3a .. , . '�.✓ �. ^'S t- k r...., p� jt � '—„ $ THEATER CONSULTANT Schuler Shook 3� ....�a... -.:,. _ .^ _.-__- '...,�. i �.� "`-_.r^--�^.,-._.�.. _ ;_..-._._:. >.:_.._. . _ .. .... ♦ a ';,s ,� xi - r ji) t! i 123 Third Street North, Suite 210 I N ! I ' TERM, fal I 'l 9 t_.. ♦ i Ce t' 1 Minneapolis, MN 55401 ph: 612 339 5958 fax: 612-337 5097 �.~♦ i� N N m N �. aX: ♦♦, ,� .J—.-_._ ,__,_l.-_.y..-1—.� 3 ..�� '1._.� 1 _. i ' rah -.1"" , !; s SOUND &ACOUSTICS CONSULTANT / -y� ;,., � e � �.�.�1 nl 1 � 3 !) ' E-t- a '.,xyy,, 'I 1, • l I • Kvernstoen, Ronnholm &Associates 2444 Bryant Avenue South Suite300 ♦ as ___... _....._.__.______, e li rr Minneapolis, MN 55405 r__-.�- -. ._ d.. r-- - �i9 j ¢ {3 Rf\ j ypi r' f trr ph: 612-374-3800 fax: 612-3743133 i '4 I 1 L._._-.,..-_,., �T._., 1 7 i ! I 1 9 Y d 4- rr rrr i / 6// ----------------------------- - r wo ----------------------------------- -- --== --=__ ---- — — — -- — — I ✓ WOO ad .a Ilk It oW ` \ ♦ \' ♦ .. a o" ,it �i NOR @P c '.�� 1 �sl _ ' ,., F m r'r �T•• f.`� yr'' I I i � � ,��i� r j� f �� 1 f.` i ....xP,. (') t I �f'... _.m,_ .n.,....e,_ _. ........... 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REFER TO SHEET C3.1, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES. o®oo L $ F a \'l f �' ^�,-, $ $ L4 wN \ 4 �'Sv x,J ak w✓'r" n "\ -'y„\ l ${ 6 v __ ..,v $ / /'•'' d + /J i !rrr �.._-. 11} A+A ra— . J 1 6 iz Si@ t r ''"` /,'�-��',�`'`'r�� .� ...._.,,env .,.,:.•..�..,.�_.s.. „�..,.,,.e. _ ..,:a.�.x_ .....�.. �. _,..,M,..., .�,,,...� �.�,... � ,�....,.,. rc . I gg7 a LEGEND DRAINAGE BOUNDARY pgY 1' $ A N 1 CITY SUBMITTAL FOR REVIEW ONLY District 112 Future High School PROJECT TEAM: ARCHITECT Miller Architects Inc. 244 First 244 Fir Avenue North Minneapolis, Minnesota 5401 ph:612-332-2110 fax:612-664-8152 1•Y•A CONSTRUCTION MANAGEMENT 1 �aa „11 Bossardt Corporation 8585 West 78th Street, Suite 100 ,01 r�`T� ph: 952-831 408fax:952--831-1268 CIVIL ENGINEER I LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 5427 ph: 763-44-7129 fax:763-44-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 h: 701-280-0949 fax: 1-2 - p a 0 80 9686 MECHANICAL & ELECTRICAL ENGINEER HallbergEngineering 9 9 1750 Commerce Court 44 White Bear Lake Minnesota 11 55 0 ph: fax: 748 9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 5401 ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates \2444 Bryant Avenue South, Suite300 \ Minneapolis, MN 5405 �11/ ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer underthe laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No. 17279 Date 02-02-07 KEY PLAN REVISIONS 06085 V=100' 02-02-07 JRP DU EXISTING DRAINAGE AREAS yv� 000 DD \ \ `4 BB Q° LIGHT FIXTURE SCHEDULE LTR FIXTURE LAMP VOLTAGE/ FIXTURE MANUFACTURER/ TYPE TYPE MOUNTING TYPE BALLAST DESCRIPTION CATALOG SERIES AA PARKING LOT LIGHT, 27' POLE AND 3' (1) 40OW 277V EXTRUDED ALUMINUM HOUSING, LITHONIA KSE SERIES 5 POLE AND BASE CONCRETE BASE HPS CLEAR -20• COLD WEATHER CUSTOM COLOR, FLAT TEMPERED KIM AR SERIES �r HPF MAGNETIC GLASS LENS WITH SILICONE GASKET, GARDCO FORM10 SERIES `jam+^ SEGMENTED REFLECTOR, SQUARE ALL AL SERIES DISTRIBUTION TYPE V AA1 PARKING LOT LIGHT, 27' POLE AND 3' (1) 40OW 277V EXTRUDED ALUMINUM HOUSING, LITHONIA KSE SERIES POLE AND BASE - CONCRETE BASE HPS CLEAR -20' COLD WEATHER CUSTOM COLOR, FLAT TEMPERED KIM AR SERIES (2) HEAD HPF MAGNETIC GLASS LENS WITH SILICONE GASKET, GARDCO FORM10 SERIES SEGMENTED REFLECTOR, SQUARE ALL AL SERIES DISTRIBUTION TYPE V AA2 PLAZA UGHT, POLE 15' POLE AND (1) 15OW 277V EXTRUDED ALUMINUM HOUSING, LITHONIA KSE SERIES AND BASE FLUSH CONCRETE HPS CLEAR -20' COLD WEATHER CUSTOM COLOR, FLAT TEMPERED KIM AR SERIES BASE HPF MAGNETIC GLASS LENS WITH SILICONE GASKET, GARDCO FORM10 SERIES SEGMENTED REFLECTOR, SQUARE ALL AL SERIES DISTRIBUTION TYPE V BB PARKING LOT LIGHT, 27' POLE AND 3' (1) 40OW 277V EXTRUDED ALUMINUM HOUSING, LITHONIA KSE SERIES POLE AND BASE CONCRETE BASE HPS CLEAR -20',COLD WEATHER CUSTOM COLOR, FLAT TEMPERED KIM AR SERIES HPF MAGNETIC GLASS LENS WITH SILICONE GASKET, GARDCO FORM10 SERIES SEGMENTED REFLECTOR, FORWARD ALL AL SERIES THROW DISTRIBUTION (IV) B61 PARKING LOT LIGHT, 27' POLE AND 3' (1) 40OW 277V EXTRUDED ALUMINUM HOUSING, LITHONIA KSE SERIES POLE AND BASE- CONCRETE BASE HPS CLEAR -20' COLD WEATHER CUSTOM COLOR, FLA' TEMPERED KIM AR SERIES (2) HEAD HPF MAGNETIC GLASS LENS WITH SILICONE GASKET, GARDCO FORM10 SERIFS SEGMENTED REFLECTOR, FORWARD ALL AL SERIES THROW DISTRIBUTION (IV) CC PARKING LOT LIGHT, 27' POLE AND 3' (1) 40OW 277V EXTRUDED ALUMINUM HOUSING, LITHONIA KSE SERIES POLE AND BASE CONCRETE BASE HPS CLEAR -20' COLD WEATHER CUSTOM COLOR, FLAT TEMPERED KIM AR SERIES HPF MAGNETIC GLASS LENS WITH SILICONE GASKET, GARDCO FORM10 SERIES SEGMENTED REFLECTOR, ROADWAY ALL AL SERIES DISTRIBUTION (II) DO BUILDING FACADE 6" RAISED (1) 150W 277V i6"W DIE CAST HOUSING, CUSTOM HYDREL 7100 SERIES FLOOD LIGHT CONCRETE BASE HPS COATED -20' COLD WEATHER COLOR, TAMPER HARDWARE, GARDCO SERIES HPF MAGNETIC TEMPERED GLASS LUIS. WIDE FLOOD, HADCO SERIES FULL BARN DOORS DD1 FLAG LIGHT 6" RAISED (1) 150W 277V 16"W DIE CAST HOUSING, CUSTOM HYDREL 7100 SERIES CONCRETE BASE HPS COATED -20' COLD WEATHER COLOR, TAMPER HARDWARE, GARDCO SERIES HPF MAGNETIC TEMPERED GLASS LENS, SPOT, FULL HADCO SERIES BARN DOORS EE WALKWAY LIGHT, 12' POLE AND (1) 150W 277V CAST ALUMINUM, BOP.OSILICATE ARCH. AREA LIGHTING SP2 SERIES POLE AND BASE FLUSH CONCRETE HPS COATED -20' COLD WEATHER GLASS LENS, CAST SHADE, LOUIS POULSEN KASTRUP BASE HPF MAGNETIC NATURAL ALUMINUM FINISH, LUMINUS W620 SERIES LOUVER BLADE, CUTOFF LUMEC NEMO SERIES EE1 WALKWAY BOLLARD FLUSH CONCRETE (1) 1DOW 277V CAST ALUMINUM HOUSING AND ARCH. AREA LIGHTING SP2 SERIES BASE HPS COATED -20' COLD WEATHER COVER, HINGED COVER, LENS WITH OR APPROVED EQUAL HPF MAGNETIC SILICONE GASKET, BALLAST MOUNTED INTERNALLY, CUSTOM FINISH TO BE SELECTED ARCHITECT District 112 Future High School PROJECT TEAM: ARCHITECT Rozeboom Miller Architects Inc. 244 Firstt Avenue North 244 Fir Minneapolis, Minnesota 55401 IN ph: 612-332-2110 fax:612-664-8152 CONSTRUCTION MANAGEMENT Bossardl Corporation 8585 West 78th Street, Suite 100 F11,1111 Minneapolis, Minnesota 55438 ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. �y 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court if White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook ■I ■ - 123 Third Street North, Suite 210 Minneapolis, MN 55401 ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PAUL J. FETTINGER LICENSE NUMBER: 43079 I KEY PLAN: NO SCALE l REVISIONS 06-3124 UAlt FEBRUARY 1, 2007 DRAWN JMH ELECTRICAL SITE PLAN CITY SUBMITTAL LIGHT FIXTURE SCHEDULE LTR FIXTURE LAMP VOLTAGE/ FIXTURE MANUFACTURER/ TYPE TYPE MOUNTING TYPE BALLAST DESCRIPTION CATALOG SERIES AA PARKING LOT LIGHT, 27' POLE AND 3' (1) 40OW 277V EXTRUDED ALUMINUM HOUSING, UTHONIA KSE SERIES POLE AND BASE CONCRETE BASE HPS CLEAR -20' COLD WEATHER CUSTOM COLOR, FLAT TEMPERED KIM AR SERIES HPF MAGNETIC GLASS LENS WITH SILICONE GASKET, GARDCO FORM10 SERIES SEGMENTED REFLECTOR, SQUARE ALL AL SERIES DISTRIBUTION TYPE V AAl PARKING LOT LIGHT, 27' POLE AND 3' (1) 40OW 277V EXTRUDED ALUMINUM HOUSING, UTHONIA KSE SERIES POLE AND BASE - CONCRETE BASE HPS CLEAR -20' COLD WEATHER CUSTOM COLOR, FLAT TEMPERED KIM AR SERIES (2) HEAD HPF MAGNETIC GLASS LENS WITH SILICONE GASKET, GARDCO FORM10 SERIES SEGMENTED REFLECTOR, SQUARE ALL AL SERIES DISTRIBUTION TYPE V AA2 PLAZA LIGHT, POLE 15' POLE AND (1) 150W 277V EXTRUDED ALUMINUM HOUSING, UTHONIA KSE SERIES AND BASE FLUSH CONCRETE HPS CLEAR -20' COLD WEATHER CUSTOM COLOR, FLAT TEMPERED KIM AR SERIES BASE HPF MAGNETIC GLASS LENS WITH SILICONE GASKET, GARDCO FORM10 SERIES SEGMENTED REFLECTOR, SQUARE ALL AL SERIES DISTRIBUTION TYPE V BB PARKING LOT LIGHT, 27' POLE AND 3' (1) 40OW 277V EXTRUDED ALUMINUM HOUSING, LITHONIA KSE SERIES POLE AND BASE CONCRETE BASE HPS CLEAR -20" COLD WEATHER CUSTOM COLOR, FLAT TEMPERED KIM AR SERIES HPF MAGNETIC GLASS LENS WITH SILICONE GASKET, GARDCO FORM10 SERIES SEGMENTED REFLECTOR, FORWARD ALL AL SERIES THROW DISTRIBUTION (IV) BB1 PARKING LOT LIGHT, 27' POLE AND 3' (1) 40OW 277V EXTRUDED ALUMINUM HOUSING, LITHONIA KSE SERIES POLE AND BASE - CONCRETE BASE HPS CLEAR -20' COLD WEATHER CUSTOM COLOR, FLAT TEMPERED KIM AR SERIES (2) HEAD HPF MAGNETIC GLASS LENS WITH SILICONE GASKET, GARDCO FORM10 SERIES SEGMENTED REFLECTOR, FORWARD ALL AL SERIES THROW DISTRIBUTION (IV) CC PARKING LOT LIGHT, 27' POLE AND 3' (1) 40OW 277V EXTRUDED ALUMINUM HOUSING, LITHONIA KSE SERIES POLE AND BASE CONCRETE BASE HPS CLEAR -20' COLD WEATHER CUSTOM COLOR, FLAT TEMPERED KIM AR SERIES HPF MAGNETIC GLASS LENS WITH SILICONE GASKET, GARDCO FORM10 SERIES SEGMENTED REFLECTOR, ROADWAY ALL AL SERIES DISTRIBUTION (II) DO BUILDING FACADE 6' RAISED (1) 15OW 277V 16"W DIE CAST HOUSING, CUSTOM HYDREL 7100 SERIES FLOOD LIGHT CONCRETE BASE HPS COATED -20' COLD WEATHER COLOR, TAMPER HARDWARE, GARDCO SERIES HPF MAGNETIC TEMPERED GLASS LENS, WIDE FLOOD, HADCO SERIES FULL BARN DOORS DDt FLAG UGHT 6" RAISED (1) 150W 277V 16'W DIE CAST HOUSING, CUSTOM HYDREL 7100 SERIES CONCRETE BASE HPS COATED -20- COLD WEATHER COLOR, TAMPER HARDWARE, GARDCO SERIES HPF MAGNETIC TEMPERED GLASS LENS, SPOT, FULL HADCO SERIES BARN DOORS EE WALKWAY LIGHT, 12' POLE AND (1) 150W 277V CAST ALUMINUM, BOROSILICATE ARCH. AREA LIGHTING SP2 SERIES POLE AND BASE FLUSH CONCRETE HPS COATED -20- COLD WEATHER GLASS LENS, CAST SHADE, LOUIS POULSEN KASTRUP BASE HPF MAGNETIC NATURAL ALUMINUM FINISH, LUMINUS W620 SERIES LOUVER BLADE, CUTOFF LUMEC NEMO SERIES EE1 WALKWAY BOLLARD FLUSH CONCRETE (1) 10OW 277V CAST ALUMINUM HOUSING AND ARCH. AREA LIGHTING SP2 SERIES BASE HPS COATED -20' COLD WEATHER COVER, HINGED COVER, LENS WITH OR APPROVED EQUAL HPF MAGNETIC SILICONE GASKET, BALLAST MOUNTED INTERNALLY, CUSTOM FINISH TO BE SELECTED ARCHITECT �1 1 , \ I \ i !\ I 1 i ,r 7 r N ,1 1„Ilt, yj" v 00 A "AA V`.A••AV \.A . `\ VA llAA. AA2 JJ 10 \ \ \ 10 'I I�[1ICiI1 District 112 Future High School PROJECT TEAM: ARCHITECT _W Miller Architects Inc. 244 Fir 244 Firstt Aboom Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 A•II•A CONSTRUCTION MANAGEMENT Bossardt Corporation a�1C�1 8585 West 781h Street, Suite 100 ' 1►`O Minneapolis, Minnesota 55438 ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph-763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook (AN Third Street North, Suite 210 Minneapolis, MN 55401 ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PAUL J. 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LANDSCApEARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph: 763-544-7129 fax: 763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, Norlh Dakota 58109 ph: 701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineenng 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph: 320-259-6557 fax:320529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minnea olis M N 55401 P I� h: 61 2-339-595 8 fax: 612-337-5097 P SOUND & ACOUSTICS CONSULTANT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAUL J. 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Y r� . _ ., �. »SC' \ .\_ Y.<..'. .... ., -1 ` :. :. _ Y- _ .- _ .. . l ..�,^ .. ` -. %�\{ ., I. .1' - b.. �:-i!. % 1 ,� . ,., 1 ILi - _ -,._ - . �., .... _ _ _ _ -• _ -, _ ._ _ _ ,.. .... _ \,_ _ .. _ ., _ .. _ ., ., .. _ ., _ .. _ ., _ ,_ NORTH District 112 Future High School PROJECT TEAM: ARCHITECT Rozeboom Miller Architects Inc. 244 First Avenue North Minneapolis, Minnesota 55401 ph: 612-332-21 1 0 fax:612-664-8152 1.0-A CONSTRUCTION MANAGEMENT � Bossardt Corporation 8585 West 78th Street, Suite 100 Coal Minneapolis, Minnesota 55438 ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER f* Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph: 651-748-1 1 00 fax:651-748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, lis MN 55401 at ph: 6 12-339-5958 fax: SOUND & ACOUSTICS CONSULTANT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PAUL J. FETTINGER LICENSE NUMBER: 43079 KEY PLAN: i40 SCALE REVISIONS „"'" 06-3124 r � SCALE 1�11� _') DATE FEBRUARY 1, 2007 DRAWN JMH ELECTRICAL STADIUM PLAN - PHOTOMETRICS CITY SUBMITTAL ELECTRICAL SITE PLAN 1 " = 60'-0" AM Bak A v 964 M.A 956 64� I; 2 5 � 1 c1.z 1. l 1 1 1 / / i \ 1 1 / } } 1 I I I I " 9 4 946 t �� \ \ ` - \ \ • .d..\\ \\\ l \ \ \ \ \ .� \ \\ \ \ \ 1\ \ \ \\ \ I ' j . } \ I �nAI TENAN J I 1 1 ,� •� _.. \ 1 £ 1 1 I 1 1 9 I � \� \ \\ � � � 9 � � , \ \ \ \ \ � \ \ � � -- � ` ,� \ v \ \ � \ � \ \ \\ � �. � \ \\ \ \ \ \\ \ � .l, \ 1 �uFF R / � + \ \ � ' e, l I ' I �' 1 1 1 1 1 1 II 4�. � \ „• � , , \ \\ \ • \ \ �.;; - � \ \ \ �; \ \ � \ 1 1 \ \ \ \ \ � i �l \ \ I � i � I j I I \\ \ \ \ \\ \I lyas � \ \ \ \� \\ \ \ \ \� R irV�TREES \ � \ �a \� �.. \ � } 1 1 1 1 ♦ \ PROTECT WETLAND �,+; } I I I I - \ \ \ _ _ _ \ \ \ \ \ \•m> 9 I I I \ % 1 I I i try J � \ 1 I I I I I I 1 1 r 1 \ f ! 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'� ! / m`l / / /,.%{'' - %/•// / j • % ' % . .Nj/./. %/./ %/ .OVER_S`IZED-BUItDINGV \ t � � ,� _ %��;'�'• . � \ � -- - / / - __�__ _ - __ � / ✓ / . �'/� %` %ter/,� / �r/;�/ j�.r • � % � %/r//rr//r/ \ •_ � } `, \ \ \ \ � %/. %/ %/ � \ ass NZ NOTES: \ . - - - - ✓ � ,� / / 9?l�-' � _ ._� _ _. - ..- ... -' _ .' ,I, , � �.p i / / •�! . . % :// � • % ///> / j // s-R, � � 1 4,�, \ \� \ \ \� /%//,.t// j % ..� �-� , ., --' 9z ./ , / / i 9 _.._ -_tea _� _ ! - .� /✓ / ' / / w I �/ . ,% ' / // /!// s ' / / � /%/ // %/ NOTES: 1. REFER TO SHEET C1.1 AND C1.2 FOR GENERAL NOTES, INC LUDI \�I \ \ 1 } \l \ \ \ % / \ \ � 1 \ \ 1 \ D EATtEB. % / �. -�- _-. � _ - / / �� / � , � •9't1�' $-8_ - ' .- / •o / .,�, '/ EROSION AND SEDIMENT CONTROL REQUIREMENTS. � \ \ p\\ \ \ \ \ \ \ \ � %\! //////i�•'�/ .E. - \ �_ ---" _. -" .-- ..zl� - / /. \ � \ \ :� 1 \ � \ \ \ D \ .�f%% j////// . \ �. • � _ - ��i �. / •' ✓ / / • / ..- r- !„ . , 1- ..-• �- / - , i / i / \1� j / / /�///�j�!t,//J! / /. j j' %//%/'% './ / % '�_ / %/. 1. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES CURBS, 1 \ \ �! %/ %/ - / / / / / 8 j// /`// WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES - �� /J / / �-III1�- / / / ,' , ., a .' / M.E. �• j% / j j/.///j//�,/�r/�'/ %/ %/ �/✓�/. ''�/ f/%///// ,l/ //�/ J /�I //// /1/ %/� SIGNAGE, FENCING, ROADWAYS, DRAINAGE PIPING, AND DITCHES, ETC.) WHICH ARE TO REMAIN. \ k\ \ 1 \ %/ / ° 1 \ 1 EXIST G z,.s 11vETLAu■u r I %j// ///// J ./.// . 'j%// ././ //. J %/ /� % % /if/ ///j/.//j/./ \ I I 1 14 \ "�!/ /(j/ . � -� ,- ...- � '� !„�'-_ u■, % / / % % /// /////// / / /. %/ ' % % %/ // / 2. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, \ \ ` 1} I 1 \ \ \'�/ //// ♦ JL- �2 ' / / // / ■ I■il ■li ■I ■ ■i ,■,I■ / / / / / � � l \ I I I } \ ♦ \ j // ', ` - s? 4 � .� .-'' /' i ■ I ■ I n . � \ } � / / � M.E //. � � %/ / //% /. //�// " . /.�'• j/..!/ INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS I 1 '"� Y//% ♦, --_ u I _ \ .+ / / / // DAMAGED BY THE WORK, TO OWNER'S SATISFACTION AND AT NO 1 i i 1 � \ // � ! �;,,7> t � \ M.E. 7 M.E. J I I / / / // /✓ // / l // / ' / %/�////�////� ADDITIONAL COST TO THE OWNER. I \ \ \ I\ I } I \•m///% ' "�■ Ian / / i5 /ii ~� ! I - - 1 ( I j%/ //./I�y�?1?j'�/.. / /.%//J./j//.//// // �/ / /' // /./ a �' 1 r�>a I I 1 I I \ �� t\•�// ' ,Z9 -� -�'� _`�1 _n T- _ -�- .�-- / /. r� /i • %/ % . � %/r//��/�/ie,,��/� y///r i • % • / j/%r.///�yi 1 \� \ ' / I I 1 /. • ' .. `� � .- ..• ,. _ ..-..- ilk : / . ' / 7.��" jlT'/ • j�` % . • ,' %/. /.' . ./. %/ � %/ • j/ • ' ./."�j/./ //% /././ �/�"%� j %/ � �/////// 3. VISIT THE SITE PRIOR TO BIDDING BE FAMILIAR WITH ACTUAL � \ / / � M•E• -•� / ---- � / / // // / / // / • / / .. / / / / // / / , / / /// /// CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE \ 1\ \ \ \, } \V ] ] \ \ � � //'' / � i'� ' ->G / �/ //// //� / j/% /j////{f/� �� / fie''//j// w�a� • / / /// /,/y %�/%, // . i1/ , i/./ . ♦ . , // . %// . �//. J� %//. r '/ ♦/ .:i//. , i/ �//. �/ . > ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT \ t •++e 1 / %// // / / /� / / % %' / - %/ / / // DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO I NTE CE ] \ \` h// EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. \ .,., I / BU R 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LIMITS OF 1 } I ) 1 I \ \ `� i� " /�-"�-�-_ �-_ ��__-- �` \I \\ \�RovIDE, s NO \ /' --- �.'�--- `y �. _ \ \ \ GRADING" BUFFER I 1 /j% VEGETATION REMOVAL. CONTRACTOR IS RESPONSIBLE FOR THE '\ I I \ � i I ^' i-+,3` --" --- " '---�.�z .• ``-- \ \ � `�• ` / .//' REMOVAL OF ANY FALLEN TREES, DOWNED LIMBS, BRANCHES IN 1�•®,1/�IDE E❑ } \ / - l '"`-.---"`---"'- ' ^-��'' "_--\ \ .,��} ,� \ \ /, �j%/,/%/�% �✓ UNDISTURBED AREAS ADJACENT TO APPROXIMATED REMOVAL } \ \ 1 1 \ I IIJJ ^ j ;EMF LIMITS. f 1 \\ 1 \ 1 \ TO 6¢ EACH SIDE' 5. PRIOR TO REMOVAL OF ANY TREES OR VEGETATION, ORANGE 1 \ \ \ I / (120(TOTAL] SNOW FENCE SHALL BE PLACED AT THE DRIPLINE OF ALL TREES TO REMAIN. PROVIDE ADDITIONAL PROTECTIVE PROVISIONS AS 11 \ I l 1 I /1141 / ~ \ \ - `'*•-�.fal 1 \\\ =_� - - \ �•� REQUIRED BY THE OWNER AT NO ADDITIONAL COST TO THE OWNER. MAINTAIN SNOW FENCE FOR THE DURATION OF THEPROJECT. { 1 [J SUBSEQUENT TO SUBSTANTIAL COMPLETION, REMOVE SNOW FENCE \ \ } \ 1 \ \ I I 1 it AND RESTORE AREAS AS REQUIRED. \\ \\ 1 I \ I�(l'- { / ✓ \ \ \ \\\ 6. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ANY \ \\'\\ \\ \ / \ / m. / / iI 1 ) J / / ! \ a\\ 1 1 I / \\ \✓- +p ---- \� �>\\\�\ \\�\\\\ \ \ \\� 1 # BENCHMARKS WHICH ARE SCHEDULED TO BE REMOVED OR RELOCATED, PRIOR TO BEGINNING CONSTRUCTION. \\ \ f / I I / \ / 7. ROCK DISSIPATION SHALL BE INSTALLED AT ALL PIPE OUTLETS / WITHIN 24 HOURS OF PLACEMENT OF THE OUTLET PIPES. \ \\\\\ \\ \ / ,.-,- � '\ // � %�///////% ! l� �, -�•J 1 // l � / . � 1 I. i 1 IIII III \\}\\ \}\1 }IIII \\\\ \\\ 8. THE EARTHWORK CONTRACTOR SHALL APPLY FOR AND OBTAIN / -!i - 3 I I I I SHEE 4 I I 11 \ PERMITS FROM THE APPROPRIATE REGULATORY AGENCIES AND -_- - - -- +� COMPLY WITH THEIR CONDITIONS OF APPROVAL. \ \\ \\ \\ \ \ \ / I//j//// // I j I I 8t \\ \ ✓ // /// /. /.� >.o..R� SHEET 2 \\\\\ \\ \ I � ,� / r/%/%/// 1 JI J I � 1 1 1 I t � --�•- 1\t i I 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL SILT \ \\ \\ \ \ / FENCE LOCATIONS NEAR WETLAND BUFFER AREAS STAKED BY � SURVEY CREW. \ \ // %// /, / //// s, 1 PROVI 1 5'PNO \\\\\\, \\ \� �:. ////jy{///// / ) GRADING" UT I I WETL4NDED I { II \ / ELECTRICAL 00 rn EDGE b \ ! - __ _ / /%/ / ! SUBSTATION LEGEND REFERENCE KEY TO SITE DETAILS C1.4 DETAIL I.D. NUMBER (TOP) SHEET NUMBER (BOTTOM) EXISTING CONTOUR x 968..0 EXISTING SPOT ELEVATION 1 95 PROPOSED CONTOUR 33.0� PROPOSED SPOT ELEVATION - - - - - SILT FENCE C1.4 1 OVERSIZE BUILDING PAD > y ROCK CONSTRUCTION ENTRANCE C1.4 tuJ kc �a ACCESS ROAD ------- DELINEATED WETLAND EDGE j%W%� j; WETLAND ® TREE REMOVAL District 112 Future High L School 0 25 50 PROJECT TEAM: ARCHITECT Rozeboom Miller Architects Inc. 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 1.11•A CONSTRUCTION MANAGEMENT Bossardt Corporation 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 ph:952-831-5408 fax:952-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax: 651- 748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North, Suite 210 Minneapolis, MN 55401 P% ph: 612-339-5958 fax: 612-337-5097 SOUND & ACOUSTICS CONSULTANT I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the fate of Min eso DANI HNSON Reg. No.17279 Date 11-10-06 KEY PLAN REVISIONS ADDENDUM #1 11/23/06 06085 1"=50' 11-10-06 JRP D LJ GRADING & DRAINAGE PLAN BID PACKAGE #1 C1 ■ PLANTING, SEEDING AND SODDING NOTES: LEGEND 7. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE CONTRACTOR PROCEEDS REFERENCE KEY TO SITE DETAILS ` °� \ I I WITH SEEDING OR SODDING. 1 \ C8.1 DETAIL I.D. NUMBER (TOP) � d,, '` I 2. ALL DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE SEEDED OR SODDED, UNLESS SHEET NUMBER (BOTTOM) J OTHERWISE NOTED. CONIFEROUS TREE 3. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SEEDING AND SODDING, REFER TO SPECIFICATION FOR PROCEDURE. x O 4. ALL TREES TO BE BALLED AND BURLAPPED. DECIDUOUS TREE { 5. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH. 6. ALL SHRUB BEDS SHALL BE EDGED WITH APOLY-EDGER STAKED AT 5' O.C. MAX. SHRUB BEDS TO RECEIVE 3" DEPTH OF ROCK MULCH OVER 4 MIL. WEED BARRIER. r f•�/ 7- ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHOULD BEGIN BRANCHING NO LOWER / o tu+ / t ' a - THAN 6'. 8. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO PLANTING RELOCATED TREES FOR FIELD LOCATION BY LANDSCAPE ARCHITECT, 0 25 50 ' /f I 9. ALL SLOPES OF 4:1 OR GREATER SHALL RECEIVE FIBER BLANKET. REFER TO SHEETS C3.1, C3.2 AND C3.3 ,,. \ '• FOR DEFINED GRADING LIMITS. 1 10. Seed Mix #1 (Athletic Field Areas): a. The Contractor shall provide two (2) Kentucky Bluegrass varieties (25% each for a total of 50% of the mix) from / I the following choices: New Blue, Absolute, Rugby 11, Adelphi, Parade, Midnight, Brilliant, Moonlight, and Northstar. b. The Contractor shall provide two (2) Perennial Ryegrass varieties (25% each for a total of 50% of the mix) from the following choices: Manhatten 11, Omega 11, Brightstar 11, Catalina, Charger II, and Manhattan 3. - 11. Native Grass/ Prairie Seed Mix Areas: Shall be MN/DOT Seed Mix #15B (Mesic Tallgrass Prairie). - I 12. Infiltration and Rain Garden Areas: a. The Contractor shall provide the following seed mix as noted below: ! ! I Big Bluestein 34% Canada Wild Rice 10%� Switchgrass 10% Indian Grass 6% Little Bluestem 15% 4 rj I j Cordgrass 10% Meadow Blazing Star 3% =J { ) Canada Tick -trefoil 3% Common Ox-eye 3% $ I Wild Bergamot 3% Smooth Aster 3% y 13. Wetland Seed Mix- Mn/DOT Seed Mix 25B. Purchase from a reputable dealer in unbroken, original containers, ( ) tagged and labeled to U.S. Agriculture Department. Application rate shall be 30/lbs per acre. — a. Acceptable Seed Sources: All seed shall be supplied by one or more of the following vendors: oe NATIVE G SI Prairie Restorations, Inc. P.O. Box 327 I t{ " / / ✓ I I I �,.' PRAIRIE SE MIX I �, Princeton, MN 55371 612/389.4342 { Applied Ecological Solutions "`^ - £ ✓ {' i I WETLAND j 21938 Mushtown Road ( 'r 4 SEED MIX ; @ M�# I v_ Prior Lake, MN 55372 ! I + I ` / UPLAND BUFFER I I `1 9521447-1919 phoneI Z 952/447 1920 fax AREA Z I I WETLAND \ U I V I { AREA I I MITIGATION ) H H I f VIETLAND I SEED MIX _ .. NATIVE/GRASS/ — _. V _ � — — _ � — -_— — _. \ PRAIRIE SEED MEXISTING j__------ _ -- -- W€TI�..AND ._ __ _ -F- I , —fiL_ � � �t_�{ L .41�,. �' w. ^W,..._ -... d ! � •_mu-ww .....a........mmn_..__._... __.-__._....,.,,.__ _ _..J-� -c/^�' J�.-e°.9m0 T_ .,_,_ _-3Y _ ._....a» �"- -.._ —_ _... ..�: _.-. _..,..-_ ..... ................. .......... ..__ _....--�• `�'T: •--_. to ..-.. _ , _...,. ,.w.e,..-...,....-::tea.»u'aa—...:»-_•,'w.w�e�v+»+.m•-_.•#la.-u.:.rr^,vranu.,'sera✓r.,. .�. " w+avmamvn„ _ ..—._._ .+._. +.�,.__.._,..__. _- ..._.._..—... ... ,� - UP ....� '''1'-^n"Y^ryT ""^`-•-.- '.�.v.. `;-.,.,d» �• _-�:: ..I._. ..!_- --ai •.1 FER—...f _ 1 I WETLAN ' �,_,•`_ I t s WETLAND .UPLAND.. .a.` ,� I ^-- SEED MI �`'^ '1 ii I D MIX -•_.. I i .r SEE AREA ---_1, . --'- R - .-�... "�,. rri-r^/-r.'°".r z:. ,� I` d'✓t y°onw I.c;---.. ..�� _ " BUFFER to STORM BASIN 3 \ 3 LL(S r tin ^ / ?� \ i ` NATIVE GRAS51 -} PRAIRIE SEED MIX - f C:::WETLAND (D ~\ \`�•,,, \O f / .. ei, f r"/S`r��/ �, I r I WETLAND SEED MIX ® SEED MIX 3-BN(S) \ ~ '`-.ti `"'.., • �,.-� _ _.... J ^,,. ",. -.,` �/ ! /''a "� _ �� u .`1 � .,..\ ,.,,n �.� _ f / '' � ✓ NATIVE GE MI WETLAND - d `,,. "`,. '\. -/-� {$d6�i-avrax�a. _� %r i 1 ;,�'�- �•�✓ PRAIRIE SE MIX SEED MIX I NATIVE GRASS! NATIVE GRASS/ 4-LL(S) ''�.' '\' \ `.� / ✓ a\lI� / PRAIRIE SEED MIX PRAIRIE SEED MIX - ® .� "„\ �`'-.,1" ' t W -i / / `.. -SOD I 010000 v, 1.VD 55 �` OOQ 3-BN(S) EXISTING `� �" \ ' l .�" J r . ' ! NATIVE GRASS/ { I :' I ; � I 4 �•, r F PRAIRIE SEED MIX `—»- NATIVEGRASSI .. -� \ WET 'ND P Of ✓ �I \\ :, , PRAIRIE SEED MIX X - - - ,/r PRAIRIE SEEDNATIVE MIX .:SOD 4. D „7� f! "„ ,!. ( i `.,✓ �; o l a � j SOD 4 D / y_ II 4.AP IRE LANE SOD 8 ��- SOD 7n" SOD SOD BUS CORRAL SOD (30 BUSSES) 4' SOD n;1 5-FB &EVENT soD a -EA —/ DROP-OFF PARKING(140 STALLS) ( 13 3 FB - 7-BG 3-AP NATIVE�GRASSI c 9-GT (P"RIE SEED MIX '' ' � I 1 t I i ) ° I I', /-� F I t' PROPOSED HIGH SCHOOL x x 4 PN (] x x x isg o SOD _ = SOD xSOD SOD Q (REFER TO ARCH SHEETS) i 8 j _ ._ I s r -0V( T :µ 000 7 B '8-EA 2 12-SB 10-SB' G SOD cY" E, r U CD 0 b gg B 152 OO(D LLJ � -. - ' C8 AS r'---------, r---J PROPOSED HIGH SCHOOL I SOD " I -------�-----------t LJ I d I (REFER TO ARCH SHEETS) 1D I RVICEI L----- _._.t.,.. NATIVE GRASS j HOP AREA ys PRAIRIE SEED IIA K° i I 6 i I I SOD.. 5-PN C 13 www g DEC06ATIVE SLIDING GATE V I I3.'rev - .�- I ❑� ❑ ^z . CONCRETE STEPS I (REFER TO ARCH) 1s - r MATCHLINE #1 I c8.3 MATCHLINE #2 /'7- t I � I N lxi d."-Y 9. District 112 Future High School PROJECT TEAM: ARCHITECT Rozeboom Miller Architects Inc. 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 R„Y-A CONSTRUCTION MANAGEMENT 121111111IV Bossardt Corporation 8585 West 78th Street, Suite 100 `1 Minneapolis, Minnesota 55438 Q.:�`� ph:952-831-5408 fax:952-831-1268 e�1 F CIVIL ENGINEER I LANDSCAPE ARCHITECT Anderson -Johnson Associates Inc. 7575 Golden Valley Road, Suite 200 .:; Minneapolis, Minnesota 55427 ph: 763-544-7129 fax: 763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph:701-280-0949 fax:701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph:651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT % Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook 123 Third Street North Suite 210 Minneapolis, 5401 MN 5 P (AS h: 612-339 5958 fax 612-3 3 7-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph:612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No.17279 Date 02-02-07 I' I KEY PLAN REVISIONS I T i .,�i J COMMISSION 06085 SCALE 1" = 50' DATE 02-02-07 (f) I ft ° J DRAWN Ili/ /( f lf' CHECKED JRPDLJ �l f f� LANDSCAPING f1 If PLAN SUBMITTAL FOR REVIEW ONLY I, L� PROPOSED •, • 1, (REFER TO ARCH ISEECTSH) age- �i , • `rr `2-G? ' 2-AF 2-pFI 2-AF I x 1-FAC§FA x W SOD x NORTHWEST PARKIM LOT x (324 STALLS) fJ 4W ys W LLI = I = V tU I x 9-AS WETLAND SEED MIX ✓ FFggOD DROP-OFF 1-FA 1-FA x 1-FA x x x RAIN ARDEN 7 EED MIX x x RAIN —1-AF — GARDEN 1-AF SEED MIX x x 1-AF x x x x � 41-98D SOD i x x x x 4-AR WETLAND �x WETLAND �� SEED MIX SFFn MIX 4-AR ' PRAIRIE SEED M "litAN' r SOD _ tj 4` k ti — t r �/ I �* Y�n.remmm� �4 w� ue.W wmmR.•nmm�Av-s su. mvoma'.�-�N � w .®a � .. a•�g8 i SOD.. , 3-OV(S) �- NATIVE GRASS/ ��I DECOIRATIVE SLIDING GATE CONCRETE STEPS (REFER TO ARCH) I I 12 RA PRAIRIE SEED MIX I / 6) A "t I. ( I I 4-FP E I SOD 4-GT _ SOD + SOD E��V/// x x A 4-BA ® 1 4' SOI 2 AF r '� 2•AF 2 AF NATIVE GRASS/ 4-AS -x PRAIRIE SEED MIX I s 4' x x x EXISTING�� WETLAND e,"-,e i083 / 7-APrx x /— — i �it I r ti NATIVE ,C*A4S/ PRAIRIE SEED' MIX 4'SOD- Spire SOD , WETLAND SEED MIX / 4' SOD SOD a f x SOUTHWEST x EXISTING PARKING LOT 4' SOD \ WETLAND (253 STALLS) 1-FA 1-as a r-1-FA x x SOD \1-FA x x STORM BASIN 2 f x 22 x 'SOD �og4 WETLAND MITIGATION AREA WETLAND SEED MIX: SOD 4' SOD 7-GT 4,r 1-AF /60�%'� IDENED ACH SIDEr ✓ A x ' TOTAL) / 0 / 1-AF r a ,r ��✓. �,� 1AF0 WETLAND SEED MIX r x - x r NATIVE GRASS/ x Ici PRAIRIE SEED MIX STORM BASIN 1 / ..1 IVE OR ED MIX` °°.s". J �_.- x-''v%^ e✓" J'� a FUTURE MONUMI SIGN SEEDLING SCHEDULE SYMBOL ICOMMON NAME ISCIENTIFICINAME QTY. SIZE CANOPY TREES BA BLACK ASH Fraxinus nigra 7 8"-12" BN RIVER BIRCH Betula nigra 6 8"-12" GD KENTUCKY COFFEETREE Gymnocladus dioicus 10 8"-18" PT QUAKING ASPEN Populus tremuloides 6 8"-12" QA WHITE OAK Quercus alba 13 8"-18" CONIFEROUS TREES ILL AMERICAN LARCH Larix larcina 14 5%12" PG BLACK HILLS SPRUCE Picea glauca densata 1 19 1 5%12" UNDERSTORY TREES CC BLUE BEECH ICarpinus caroliniana 4 1 8%18" OV IRONWOOD Ost a vir iniana 10 8"-18" PLANT SCHEDULE SYMBOL ICOMMONNAME ISCIENTIFIC NAME CITY. I SIZE ROOT CANOPY TREES AF SIENNA GLEN MAPLE jAcer x freemanii 'Sienna' 21 2-112" cal- B&B AP COLUMNAR NORWAY MAPLE I Acer platanoides'Columnare' 23 2-1/2" cal. B&B AR AUTUMN RADIANCE RED MAPLE jAcerrubrum'Autumn Radiance' 13 2-1/2" cal. B&B AS FALL FIESTA SUGAR MAPLE jAcer saccharum 'Bailsta' 25 3 1/2" cal. B&B BA BLACK ASH Fraxinus nigra 4 2-1/2" cal. B&B BN RIVER BIRCH Betula nigra 14 2-1/2" cal. B&B FA NORTHERN BLAZE ASH Fraxinus americana'Jetfnor 9 3" cal. B&B FB AUTUMN BLAZE ASH Fraxinus americana'Autumn Blaze' 24 2-1/2" cal. B&B FP MARSHALL'S SEEDLESS GREEN ASH Fraxinus pennsylvanica'Marshall's Seedles 13 3" cal. B&B GB AUTUMN GOLD GINKGO Ginkgo biloba'Autumn Gold' 16 2-1/2" cal. B&B GT SUNBURST HONEYLOCUST Gleditsia triacanthos var. inermis'Suncole' 29 3" cal. B&B PT QUAKING ASPEN Populus tremuloides 8 2-1/2" cal. B&B CA WHITE OAK Quercus alba 5 3" cal. B&B TC GREENSPIRE LINDEN Tlia cordata'Greenspire' 13 2-1/2" cal. B&B DECIDUOUS SHRUBS BG CHICAGOLAND GREEN BOXWOOD Buxus'Glencoe' 29 18" B&B CA ALLEMAN'S COMPACT DOGWOOD Comus alba'Alleman's Compact' 26 18" B&B CR HURON DOGWOOD Comus racemosa'Hurzam' 8 24" B&B CS BUD'S YELLOW DOGWOOD Comus sericea'Bud's Yellow 9 24" B&B EA FIRE BALL EUONYMUS Euonymus alatus 'Select' 8 24" B&B RA ALPINE CURRANT Ribes alpinum 12 24" B&B SB ANTHONY WATERER SPIREA Spiarea x bumalda'Anthony Waterer 14 18" B&B VB BLUE MUFFIN VIBURNUM Viburnum dentatum'Blue Muffin' 20 24" B&B VD NORTHERN BURGUNDY VIBURNUM Viburnum dentatum'Morton' 28 24" B&B VP BLACKHAW VIBURNUM Viburnum prunifolium 13 24" B&B CONIFEROUS SHRUBS JS ANDORRA COMPACT JUNIPER Juni eras horzontalis'Plumosa Compacts' 1 44 1 18" 1 8&B ` 4'SO f LEGEND 1 REFERENCE KEY TO SITE DETAILS DETAILPLANTING SEEDING AND SODDING NOTES: Ca.1 SHEET IUMBE (BOTER TOM) f SHEET NUMBER (BOTTOM) 1. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE CONTRACTOR PROCEEDS WITH SEEDING OR SODDING. 19 CONIFEROUS TREE C8.3 2. ALL DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE SEEDED OR SODDED, UNLESS OTHERWISE NOTED. /7� 15 x ( / \ DECIDUOUS TREE C8 2 3. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SEEDING AND SODDING, REFER TO 0/LI SPECIFICATION FOR PROCEDURE. 4. ALL TREES TO BE BALLED AND BURLAPPED. O UNDERSTORY TREE 5. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD O DECIDUOUS/CONIFEROUS SHRUB MULCH. 6. ALL SHRUB BEDS SHALL BE EDGED WITH A POLY -EDGER STAKED AT 5' O.C. MAX. • 1-40 SPRINKLER HEAD SHRUB BEDS TO RECEIVE 3" DEPTH OF ROCK MULCH OVER 4 MIL. WEED BARRIER. O 1-40 ADJUSTABLE SPRINKLER HEAD 7. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT ' 1-20 SPRINKLER HEAD SHOULD BEGIN BRANCHING NO LOWER THAN 6'. /� 8. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO PLANTING PERIMETER BUFFERING REQUIREMENTS RELOCATED TREES FOR FIELD LOCATION BY LANDSCAPE ARCHITECT. 9. ALL SLOPES OF 4:1 OR GREATER SHALL RECEIVE FIBER BLANKET. REFER TO SHEETS BUFFERYARD A C3.1, C3.2 AND C3.3 FOR DEFINED GRADING LIMITS. REQUIRED PLANT UNITS PER 100' 10. Seed Mix #1 (Athletic Field Areas): a. The Contractor shall provide two (2) Kentucky Bluegrass varieties (25% each for a total 1 CANOPY TREES of 50% of the mix) from the following choices: New Blue, Absolute, Rugby II, Adelphi, Parade, Midnight, Brilliant, Moonlight, and Northstar. b. The Contractor shall provide two (2) Perennial Ryegrass varieties (25% each for a total of 2 UNDERSTORY TREE / EVERGREEN TREE (6 FT 50% of the mix) from the following choices: Manhatten II, Omega 11, Brightstar 11, Catalina, INSTALL HEIGHT) Charger 11, and Manhattan 3. 3 SHRUBS 4 11. Native Grass/ Prairie Seed Mix Areas: Shall be MN/DOT Seed Mix #15B (Mesic Tallgrass Prairie). BUFFERYARD B REQUIRED PLANT UNITS PER 100' 12. Infiltration and Rain Garden Areas: a. The Contractor shall provide the following seed mix as noted below: (� Big Bluestem 34% 2 CANOPY TREES x Canada Wild Rice 10% Switchgrass 10% Indian Grass 6% 4 UNDERSTORY TREE I EVERGREEN TREE (6 FT Little Bluestem 15% INSTALL HEIGHT) Cordgrass ^.0% Meadow Blazing Star 3% 6 SHRUBS Canada Tick -trefoil 3% Common Ox-eye 3% Wild SmoothrgamAsert 3% 3% INTERIOR BUFFERING REQUIREMENTS 13. Wetland Seed Mix: Mn/DOT Seed Mix 25B. Purchase from a reputable dealer in unbroken, original containers, tagged and labeled to U.S. Agriculture Department. Application TOTAL VEHICULAR USE AREA: 489700 SF rate shall be 30/lbs per acre. a. Acceptable Seed Sources: All seed shall be supplied by one or more of the following REQUIRED LANDSCAPE ISLAND AREA: 39000 SF vendors: Prairie Restorations, Inc. SUPPLIED LANDSCAPE ISLAND AREA: 57300 SF P.O. Box 327 Princeton, MN 55371 REQUIRED INTERIOR LANDSCAPING TREES: 156 TREES 612/389.4342 SUPPLIED INTERIOR LANDSCAPING TREES: 156 TREES Applied Ecological Solutions 21938 Mushtown Road Prior Lake, MN 55372 952/447-1919 phone 9521447-1920 fax 0 25 50 District 112 Future High School PROJECT TEAM: ARCHITECT Miller Architects Inc. 244 First 244 First Avenue North Minneapolis, Minnesota 55401 ph:612-332-2110 fax:612-664-8152 r•M-A CONSTRUCTION MANAGEMENT Bossardt Corporation 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 r1+) ph: 952-831-5408 fax:952-832-831-1268 CIVIL ENGINEER / LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 �X"' Minneapolis, Minnesota 55427 ph:763-544-7129 fax:763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph: 701-280-0949 fax: 701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court <* White Bear Lake, Minnesota 55110 ph: 651-748-1100 fax:651-748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates " 311 Fourth Avenue South Sartell, Minnesota 56377 ph:320-259-6557 fax:320-529-8905 THEATER CONSULTANT Schuler Shook ON Third Street North, Suiie 210 MinMinneapolis, MN 55401 ph:612-339-5958 fax:612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MN 55405 ph: 612-374-3800 fax:612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer underthe laws of the State of Minnesota. DANIEL L. JOHNSON Reg. No.17279 Date 02-02-07 KEY PLAN REVISIONS 06085 1" = 50' 02-02-07 JRP DLJ LANDSCAPING PLAN CITY SUBMITTAL FOR REVIEW ONLY \ %f� ' 01 riot LL] Uj Z M M F_ I 1901MVa VMM'& am Z/01 sawLSe9£f LW 'tea ,Iw d"RAWK? AW ZMt 0 + -0 ---'-WATfVE GRASS/ _hAfiV -ORAIRIE SEED MIX PRAIRIE SEED MIX SEEDMIX#1-- 6-PG(S) '(ATHLETIC MIX) NATIVE GRASS PRAIRIE SEED MI 4-CC(S) 40 SOFTBALL 3 Q SEED MIX I (ATHLETIC M NATIVE GRAS AIRIE SEED I SEED MI 1 (ATHLETIC SOCCER 0 25 50 LEGENDti REFERENCE KEY TO SITE DETAIL X. DETAIL I.D. NUMBER (TOP) \ \ SHEET NUMBER (BOTTOM) CONIFEROUS TREE NATIVE GRASS/ IRIE SEED MIX DECIDUOUS TREE O0 0 UNDERSTORY TREE 0 0 DECIDUOUS/CONIFEROUS SHRUB 0 1-40 SPRINKLER HEAD 0 1-40 ADJUSTABLE SPRINKLER HEAD • 1-20 SPRINKLER HEAD INTERIOR BUFFERING REQUIREMENTS, iY TOTAL VEHICULAR USE AREA: 489700 SIF REQUIRED LANDSCAPE ISLAND AREA: 39000 SF 'T_ SUPPLIED LANDSCAPE ISLAND AREA: 57300 SF REQUIRED INTERIOR LANDSCAPING TREES: 156TREES SUPPLIED INTEROR LANDSCAPING TREES: BIG NUMBER HERE PLANTING, SEEDING AND SODDING NOTES: 1. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE CONTRACTOR PROCEEDS WITH SEEDING OR SODDING. 2. ALL DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE SEEDED OR SODDED, UNLESS OTHERWISE NOTED. 3. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SEEDING AND SODDING, REFER TO SPECIFICATION FOR PROCEDURE. 4. ALL TREES TO BE BALLED AND BURLAPPED. 5. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH. 6. ALL SHRUB BEDS SHALL BE EDGED WITH A POLY -EDGER STAKED AT 5'O.C. MAX. SHRUB BEDS TO RECEIVE 3" DEPTH OF ROCK MULCH OVER 4 MIL. WEED BARRIER. 7. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHOULD BEGIN BRANCHING NO LOWER THAN 6'. 8. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO PLANTING RELOCATED TREES FOR FIELD LOCATION BY LANDSCAPE ARCHITECT. 9. ALL SLOPES OF 4:1 OR GREATER SHALL RECEIVE FIBER BLANKET. REFER TO SHEETS C3.11, C3.2 AND C3.3 FOR DEFINED GRADING LIMITS. 10. Seed Mix #1 (Athletic Field Areas): a. The Contractor shall provide two (2) Kentucky Bluegrass varieties (25% each for a total of 50% of the mix) from the following choices: New Blue, Absolute, Rugby 11, Adelphi, Parade, Midnight, Brilliant, Moonlight, and Northstar. b. The Contractor shall provide two (2) Perennial Ryegrass varieties (25% each for a total of 50% of the mix) from the following choices: Manhatten 11, Omega 11, Brightstar 11, Catalina, Charger 11, and Manhattan 3. 11. Native Grass/ Prairie Seed Mix Areas: Shall be MN/DOT Seed Mix #11513 (Mesic Tallgrass Prairie). 12. Infiltration and Rain Garden Areas: a. The Contractor shall provide the following seed mix as noted below: Big Bluestern 34% Canada Wild Rice 10% Switchgrass 10% Indian Grass 6% Little Bluestern 15% Cordgrass 10% Meadow Blazing Star 3% Canada Tick -trefoil 3% Common Ox-eye 3% Wild Bergamot 3% Smooth Aster 3% 13. Wetland Seed Mix: Mn/DOT Seed Mix 258, Purchase from a reputable dealer in unbroken, original containers, tagged and labeled to U.S. Agriculture Department. Application rate shall be 30/lbs per acre. a. Acceptable Seed Sources: All seed shall be supplied by one or more of the following vendors: Prairie Restorations, Inc. P.O. Box 327 Princeton, MN 55371 612/389-4342 Applied Ecological Solutions 21938 Mushtown Road Prior Lake, MN 55372 952/447-1919 phone 952/447-1920 fax SEED MI (ATHLETIC I SOD I mix #1 _TIC MIX' FORA BLDGI _7 gy7QY9j,tl1%' 7 __�f777 —7- 4L, — — — — — — — — — — — — — J, - t�7 7 4-BN :ET N MI SE SEED ........... 13 VP NATIVE GRASSI 11-VD PRAIRIE SEED MIX (' 0 1 3 W r-,00 b0000 030 EXISTING 00 EXISTING WETLAND 0 WETLAND 7 �LQS) �� NATIVE 3-BN G SS/ 3-CD- i I PRAIRIE SEIMIX (D 00 NATIVE GRASS4 0 PRAIRIE SEED MI( i 0 ED 0 0TENNIS (4) 0 15-CA 99-CS 00 000000cCOOON, 6.VID 1 ' 41"" 0 11 i 0 0 NATIVE GRASSI 0 PRAIRIE SEED MI S mix #1 ATHLETIC MIX) Z, NATIVE GRASSI PRAIRIE SEED MIX 4-PT - NATIVE GRASS/ PRAIRIE SEED MIX 4' SOD 4' D- DISCUS (2) SOD 4' SOD L SOD SOD SHOT SEED MIX #1 PUT THLETIC MIX) (3) SEED MIX #1 (ATHLETIC MIX) 3-AS NATIVE GRASS/ RETAINING TENNIS PRAIRIE ,SEED MIX WALL SOD SEED MIX I SOD (ATHLETIC MI X �\\-, SOD 41,SOD SOD-/ NATIVE GRASSI 6-VP PRAIRIE SEED MIX NATIVE GRASS/ 0 NATIVE GRASSI PRAIRIE 9EED MIX SOD 0 PRAIRIE SEED MIX 0 >SOD 11 1, \,i - " il�, � I il 5-AS -j RETAINING -1 � I, : } I � � � I 1 0 NATIVEIGRASS/ L.`PRAIRIE SEED MIX 4. PERIMETER BUFFERING REQUIR TS BUFFERYARD A REQUIRED PLANT UNITS PER 100' 1 CANOPY TREES (y) C 2 UNDERSTORY TREE / EVERGREEN TREE (6 FT INSTALL HEIGHT) 3 SHRUBS BUFFERYARD B REQUIRED PLANT UNITS PER 100' 2 CANOPY TREES O 4 UNDERSTORY TREE / EVERGREEN TREE (6 FT INSTALL HEIGHT) 6 SHRUBS WALL i Jill OR SOD D SE D MIX #1 (BASE BID) SY THETIC TURF CONCRETE LOADING DOCK 'A' (AL RNATE BID) tl�1-AS DECORATIVE SLIDING GATE -- 10'PATH S ICE 2-13B vN I IN, / / Ii V K,\'I,'- jlk 2-GB OR, I,(NTHETIC,1TURF X\ NORTH \jAl_TI:KNATk:,BID) 1, \ " , \ I \ \1 11 \ , I I 1� I I t r- IN SOD 2-FP NATIVE GRAS* PARKING LOT i(422 TAPLS r�[Klc acau 91A i 'SOD - 4r SOD I _G8 3-PG 4- SOD 1 -FB K, NORTH 4SOD P L @ 83 �3-FP C NCESEI0 2-FB 30 C SS F / B L L I D( 2+B Ron DG 2-FB 2 FB 2.FE1 3-F — ----- 20 0%) X X D X 161 SEEDMIX#1 2 (ATHLETIC MIX) SOD 2-G -AF CONCRETE PAVERS 4' SOD I GB SEED MIX #1 t ATHLETIC MIX) NATIVE GRASSI SEED MIX #1 7 PRAIRIE SEED MIX 'ATHLETIC MIXI f _GB X NATIVE GRASSI PRAIRIE SEED M101 + 17H BASEBALL V& SEED MIX #1 O(ATHLETIC MIX) 1-GB SODC District 112 Future High School PROJECT TEAM: ARCHITECT Rozeboom Miller Architects Inc. 244 First Avenue North Minneapolis, Minnesota 55401 ph: 612-332-2110 fax: 612-664-8152 CONSTRUCTION MANAGEMENT Bossardt Corporation 8585 West 78th Street, Suite 100 pwalph: L Minneapolis, Minnesota 55438 952-831-5408 fax: 952-831-1268 � CIVIL ENGINEER I LANDSCAPE ARCHITECT Anderson -Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 ph: 763-544-7129 fax: 763-544-0531 STRUCTURAL ENGINEER Heyer Engineering, PC P.O. Box 7397 Fargo, North Dakota 58109 ph: 701-280-0949 fax: 701-280-9686 MECHANICAL & ELECTRICAL ENGINEER Hallberg Engineering 1750 Commerce Court White Bear Lake, Minnesota 55110 ph: 651-748-1100 fax: 651-748-9370 FOOD SERVICE CONSULTANT Dennis Hahn & Associates 311 Fourth Avenue South Sartell, Minnesota 56377 ZV ph: 320-259-6557 faxi 320-529-8905 THEATER CONSULTANT Schuler Shook North, Suite 210 123 Third Street No ON MI Minneapolis, N 55401 ph: 612-339-5958 fax: 612-337-5097 SOUND & ACOUSTICS CONSULTANT Kvernstoen, Ronnholm & Associates 2444 Bryant Avenue South, Suite 300 Minneapolis, MIN 55405 ph: 612-374-3800 fax: 612-374-3133 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. DANIEL L. JOHNSON Reg.No.17279 Date 02-02-07 KEY PLAN REVISIONS 06085 1 " = 50' 02-02-07 JRP DLJ x LANDSCAPING 6-PT(S) MIMI 1 -AS 2-GB 2-GB I 11� PLAN 1-AS x X �4'sob i I4' so� Lx I l SEED MIX #1 (ATHLETIC MIX) SEED MIX #1 (ATHLETIC_ MIX) MATCHLINE #3 3-G(S) JMT7 CITY SUBMITTAL MATCHLINE #4 NATIVE GRASSI FOR REVIEW ONLY Z-7N! j PRAIRIE SEER MIX 4