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PC APP GATEWAY COMMONS 2802 NORTHWAY DR
- : I : (CENTEFICATE OF, SURVEY l... c 1 I � z o 1 � b.. 1. a,;, o� Q N QO 05 50 W I 1 (..•� �. It L82 I ---- a V` --- I V�1 f _ Q N 89 09 53 E 1294.44 - X- t .. --- h _. \ \ , I\�-.`..,.- _ ......�,^,:S} Se weP Easement Per Do�No. 8762 0 - 1 x Building.. setback /5./ i I \\ \� r4s s.o I � .;� �" +„� a ... 30/ � r-� ... _ } ...,.ems //?o 0 20.0 a o, \ N o1 1 ° k Gt$ C], GARAGE � :\s \n t ,. N EXISTING � ., Roadway Easement per Doc Abs 45 N EXISTING GARAGE 1 I \\ \\\ \ a EXI I N N /20.o - Parkin i Area {s 9 "m\gad 3395171, 720390, 720378, 74i8!. 74.8t I : I I I \ V . \ 81,5 . g 1 9ter 11 720391, : , I Area' • .. ,ram' ' \ � \ . :. f: `:.` i \Re gat 3395170 , Parking '. I 1 1 : e'.;'' r .. 61.3 : I I I 0 9 d b1 13 ' - - I I I \ \ h h \o yrB as \. 1 d I ! f I Are 0 ,,. , ; :a ey\a"\ t\nn B O h /20.0 Parkln9 I 5,\ /zo.o 1 g �^1 .. I .I .i. v:. 1 I :g.:� .\ \ - m-34.4 .! y n! I .I' q r; • I - '� \.\ \. 5.3 I \ OJ ta. Yl 1 m y ro EXISTING GARAGE EXISTING GARAGE o+ I 1 .9 4.9I I.M 4.9 P '•: �o. :V' i S3 r a. �. ( ° N EXISTING 3\ J I N DING I U' 5.31D� b I \ \ : \ . .. /20,0 1 5.3 N II m 1 a 2 )zo.o ,. I 1 \ >. •° I BUIL Z f a m �. •y' CI. • _ b \/89 ij. �. •. 5,3 W4.7 \ I wM i r ►_ DIN _.� _ � ,\ ,,,, �'c'° _ .....; a .. e 00 ° i�5 /'�;r W $3 •'1139 :`"d: h /89 I� ,''\_`0.9'$P'49 ny 49 ._ _N. W e Ii e Z S3 : :. e• 9 .:.. '. � I � L7 '. W 3 :i5 zn7 '+ r' N N S. ": � W1e90 a „Ixa .. I dRe �sl 5 'i w49 "' 4.9 rq r ,;,•e o..Nix o I Woo 5 1, D oc• \. a EXl I o\\ I O m`� m ° IV'1 �-* m re9 ., a97BLDG EXIST. J 3 h4v N 573 EXIST. 1 1 N \: ,.o-, 346 .. m to) m 346 _ \.o PV. 1 1 I, I O '. m 1 O BLOG: :, I d I O a 34.6 t- N {� . i L. M b l � � O m o. o - - I ° +9 - m a PLANTER . m of ,. •� ...,. ..., r.Z�_•: '$ ... °.. a 1 cr, •, .': C9 .,; j.... ...L------`==�''-' 't o•, .e:., a 1.. Io M:. 1,,1 y ':?s :• "Y,,,..> ..., - Vi h /a7 _.- . , . m ,: TING I aeho Z S3 R.' r .'D'. :..D •-vl v•• I v \ R 5.3 I+ /7-0 . EXISTING O OI N. /.T :: d 1 D \ 1 I m n. o< 9 I l'•eJ1 h �. - '- - ,.': . ,. I `h Q <g 'w I nroro m h r' .:b<L //�>... i b C9 • ,�.. •. .. y,.. :. .. \ {I t`n y... POOL P F- n 1 1 I �O ° s, µ h 9 , h � n ., ♦ t m.%C 4.9 :. I =too a .0 �:S•'t .9 � a ICC M 111 N I / •.'...• � �,: I,...W I p , I -.Zb k 53 +� .. Z 9 V I 49 -Ja • / s .. 4..;•: ',5. ;'' d' •: �" a� 1 1.-- I � o .. ,. ... m EXIST e o I a l84 J I / � E r 1 m I m .... ... D.•... v f9 I 1 a z � m g ra 5.9 J U W b O N I 1 l-f7 N a : G y 1 0 M 3 to i W tll S• b x/ r. N E r p M nt 6 I ¢ , t I 3 a` d: b II I m .f .. I v I 6 •� o v' Ot 34 1 o .1189 - : m O N 0 t o 3 PLANTER?' I AN R � c5 °.h L 34. m 3 t s. � I w I d o:. rt r�. r .`V �4 •• � y mro � :. ti './89 °� I /a.7 :,:: :: r.:?:• ..- .. ... m : � mn ° i` ';o ,. BLDG. Q � .'r - c•. SC .. .., y .... I .'.. D .., MN p c. 1 Gov _. 5 a 15 \ / t c m o III 49 •�. 4.9.. t I o, : = m I '? .• ... 1 l8.9 '!\ :° '� K /8. q ° g ,a L I ,. 1 1 E r h ^.. :. �' d- � N .,, , ?.a1 °E ' I 1 N . ei:"„' b P.. � I O N D Gt c m 1 I.cc i' m 49 f.9 lD Pro .. o W I [ Z •.. °. '.41cn �. 000J cvr ...yy D, \ � 'tiJ .l 0h a . .• b I � �. ': o•.. S. 11 '' ro ( 4, •. O v , :I I :: .:•,.,.e P c°� I w I I °D �'` - .. :�• .:.1'�^3 V' t` t` 1 b"' '% i 3 N lV 5.3 cv :. Ar� L of .. .f87 ° A. r ,:. r .9 M 0` ,\ f` l m W .: ., ..,. • 1 F W N .D:. D•.'e..'.e . a' N 53 h/4.9 5. Y °.. .,•:',. e.. .. �:, . I { N CO �. •. ., .,.. ,.. ..>; '. .. ��. .'r;. - � 1 ...�.•. .. O /89 m N1 tn. m N a I .. .,, � I o° ° I � h s.9 LEGEND 3 1 .° / ._ ( :• `r 34,a '• r,o•: Vi N `-0 ,., •.. .•. ron2 'PicNa _I :.. ;^ J I Bit.1 a 53 Ikt N -• � N :,:•; �: '1 �34.5 I- l Prea. 1� 1, - ,•a ; :•6 _ 39 6 l ,,,tipp r \ I : ... ., .... - .i'='•„',. _. '^ '.'+ I I D D h • I• m m 41 Q -ter- denotes existing storm sewer 6 �49 :: • I a o P yl 1 m 346 ,- '••.:, B9 • I v f • I 1 1 f `; 4.7 / .7 S3 i; J - S - denotes existing :;', . I r, k {N/I a" IN s3 � '.': .�/ I i s.3 m m :e m '" ? d � cn , sanitary sewer \ • Parking I W j 1 v .: I. I 11 s.9 n :=. h /8.9 I, r IN ss I r d y e , -w denotes existing watermoin 15 t I A9 I r - 3. In9 I t, l m. :9 m O« I _ I 1 I .: s r ik Z 1 e denotes existing manhole Area :; I 8.9 m m : I m 8 r I I ,I.e 5 d >C 3 PQ. 9 :. I 3 t9 N N W I ', \ _• '•,•., o. :, I �$ .� l4a o. it7 53 �: I I : I. .� r 2 ,: _ p denotes existing catch basin \•.n.l m 34.6`.`J :I I .,.,. s• 4.9 .9 m " ..n •, aro : E?c I 1 0 18.1 m w m 1s.9 e,. "St , Ns�e \ ":•it t: I. °._ m.. �. ., tt'. e•: ..°, I I I II J V, N ose S „ :.... •::•..:...,... ...:.D C9 d' : •d. •• �„ I 5.3.�. h/¢.7 /4s N b�„ I. me S/ gs. \ _ _ - �•. _ m a> 4..0 p 1 m P - W I 0 3' ,. ,0 S3 � m14.7 of '' I, :•' m. ttj •.• ... ...... .. ... O/OS �/If /r .•�' :. a,� :. 1-. e'o r 69 h 4 I :;•.....::.:;: m m !: r•°a....,.a, . <.:t Q `ti 'Va - Park it) e, P . - 49 , - I :. m , . . a \ 9 I I o I 47 ? 53 Q ¢ Existing utilities per As -built surveys s ,•.. Area ... 3.: W I i l H 1a.9 7: ' _ _ _':: I from the City ofBrooklyn ,. H3 N r I Y Center \ e•; r 1. a m m M rc; •_ •. : .. 1(1 •.n •. 0. 0. D.. ... D... r D.. .. r ... Y.ib. Y • o.. .•.... e.. .o. :d..R� .. 6'. \ .. .D 53 I ;. .,. oc�f 47 r P ...,.e. 34.6 � '. a .e. Parking w w.Ie ...,. .ss. Parking 1 I Ared, •:. 1 ,. .f � ;, Area0. '¢ ..a a •. ,o. .... I . r G'-�u4idrn setback13 w er o l u b \ •-- � - In ---" S 89 09 08 W 606.90 / >\ 96 sr s r 3 • I' , 4 5�•:\ ,� t 3A t u w i . 7 S a --- 3 a 606.54 j! \ Zw w I 195.47 t \ _ ,goad .. 9. 1 � 5 y 1' way Easement r �•} ry_ Drive V e Y Ps Doc. Na 869350 , �� .�•"^.'•'A' ,---North / �1./ �: 31.6 B.G. B.C. ., ...� a o w Wort y g g2• 1 �: Id -.. o .5 \ � - 38 24 59 o ., I _ =-- ----- dA 70 /7 26 R= 128.62 - y,, r � R=20.00 L 86.24 , :. ,, L 24.54 , NOTES . REC D MA Y i rxo�r Anol�Fss: � � 201D I. i f Brooklyn C t o Center has maintenance agreement Y9 2802 - 2940 Northwa Drive on all of Tract B R.L.S. No. 1186 (Doc. No. 923899 r ,Y. l ) Brooklyn Center, Minnesota 2. Ara n far n ' Areas 0 .east end of Tract H, R.L.S. No. 1186 are located in 100 r flood i year 1 od plain per Flood Insurance Rate Map. 50 O 50 /00 i 3. Shaded areas depict private streets and parking. P P P 9.FI , 4. 'Aso 2 f 5/ 4/93 the City of Brooklyn Center Planning Department was not able to provide a building setback requirement scale In feet P g eq ement to Shingle Creek. g LWAT, DESCRIPTION• Doc. No. 8112782, Telephone Easement lies south of the ed Land No. 1186 Files of Registrar P Tract B. Register Survey ,- Reg. subject property..; State of Minnesota. of Titles Camt of m, .- ^, : ! 6 . Area - -.. ...•.. ,• #, ea of. subject property is 717 456.44 square fee 9 , ),..•. t1t ,•. � j P P Y 9u t, 16. 71 ., , ., , �_!._ _ ✓r,...1 acres, area o _ -._.a t.,_., �-.a •„ �r ( _, ..._, es, f subject less street right of wayis 662,787.42 r ...,. / : .square feet,' 15.215 acres.. Z U lrrlt• '_ - _- a _ Westwood SurveyIng Company I © 2010 Westwood Professional Services, Inc. Call 48 Hours before digging: I \ GOPHER STATE ONECALL ALL I \ Twin I City 1 454 Area 65 - - 0002 CONNECT TO G'A1 U$f Mn. Toll Free 1-800-252-1166 : EX. SAN. SEWER mtt „ EX. 6 SE IE=839.68' I I \ PARKING !, SANITARY MH \ 848--_ � I I \ _ REMOVE EX. 10 STUB RIM ELEVATION �4�5.-28 � ) 1 - \ 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTIONAND NOTIFY I INVERT ELEVATION W = 839.08 I \ \ THE OWNER OF ANY DISCREPANCIES. . I \ EXISTING BUILDING.. INVERT ELEVATION W 839.26 ( \- I c APPROXIMATE , , EASEMENT FOR INVERT ELEVATION SE 839.Zi \ \ 2. ALL SANITARY SEWER STORM SEWER AND WATER MAIN I I 5 LOCATION ONLY INSTALLATIONS SHALL BE PER MINNESOTA I \ \ TELEPHONE TERN BELL I PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS. I \ TELEPHONE OCOMPANY 9067 PARKING:. \FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER ` I \-°�` PER DOO. N0. 900677 PARKING I \ SMH INSTALLATION' AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, ,4 TARY 1 I \ \ RI ELEVATION = 848.89 3. PRIOR TO CONSTRUCTION R S THE CONTRACTOR ` I \ HALL OBTAIN THE NECESSARY FEDERAL, STATE AND VERT ELEVATION NW = 839.49 Sq/y I LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT INVERT ELEVATION 5W = 839:5�J I I \ PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INVERT ELEVATION SE = 839.68 I \ UNLESS OTHERWISE ARRANGED WITH THE OWNER. _I i 8 }t 1 15'-6" PVC ®1.04% I \ 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF S� I I , DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. I ® I a 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE . h MH I 1 1 APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE EXISTING BUILDING ' J RE=84.8.00 I 1 CONSTRUCTION WITH THE UTILITY COMPANIES. I t I t� EXISTING BUILDING IESE) 839.9EXISTING BUILDING I I 6 APPROXIMATE 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND IE NW=839.84 I UTILITIES SHALL BE INSPECTED AND APPROVED � ) I �\ �� I � LOCATION ONLY BY .THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR A I I � NY REQUIRED TESTING. 1 CONTRACTOR SHALL NOT OPERATE INTERFERE WITH CONNECT --� � _ �/I�� / t T ANY PIPE OR HOSE T0, OR TAP REM VE &REP CE I `O 1 ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. P , r / A 246 -6 - PVC 1 4 ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE EX. IDEWALK S I I 0 PUBLIC / ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. NECESSARY SSARY FOR --UTILITY. - -- ® 1.04% �° 1 a o I �- 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR INST ELATION qYP. I w h 1 c ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN .DEFLECTIONS ARE REQUIRED. THE JOINT \ BENCH t DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED B � I Y THE PIPE MANUFACTURER OR -L - BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE STORM MH t IN WATER MAIN .CONSTRUCTION. ----''_` t �:� INCLUDED q. �\ _ 1 1 RIM ELEVATION 852.72 COVER 8. PROVIDE'WATE _ ALL SANITARY .SEWER WITH I 1, 1 �- � 1 'I INVERT ELEVATION N _ 841.22 � :, v I �/� � ;/ 1 R MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. L 4 INVERT ELEVATION W LESS THAN 8.0 MINIMUM 841.32 q / 4s q 0 1 �,804., I I 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER INVERT ELEVATION SE = 845.72 � q - - s SHALL BE INSULATED (TYP.) I Q ER MAIN CROSSINGS N ( 1 WITH SANITARY SEWER OR STORM SEWER. \. 1 _ I I ho r 6 I L�J _�---84 10. UTILITY SERVICES TYPICALLY TERMINATE 5 OUTSIDE AREA DRAIN a \i - I 8 1 1 TIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR a_ < . - 48 1 / NOTED. AIM ELEVATION - 899.72 q r 1 �lVERT'ELEVATION 845.42 4 a 11 EMBANKMENT MATERIAL � � � � 1 L PLACED BENEATH THE BUILDING SHALL BE PLACED AND COMPACTED IN I fi ti A S S �I✓ 1 I ° ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. MH RE_84830✓I EMBANKMENT1 12. MATERIAL PLACED BENEATH STREET OR PARKING AREAS SHALL BE COMPACTED IN g 0 /' g GRILL - I Z ___- _ 1 I ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 210 3 CONNECT TO 5. F1 AND THE 2 _ N „ _____ IE SE) 842.60 '��. 1 EX. 8 WM \�` I ( i� 1 � REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. - =842.50 I ) I a� J 1 I' NWi y CRILI_ � 13. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD,STREETS OR PARKING AREA, "SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF 0 44 44 q -�,,. _ Q HE RDINARY COMPACTION METHOD. AS I OUTLINED IN MNDOT 2105.3F2.' _ 14 6 P C h 1I ( 14. ALL MATERIALS �SHALL COM PLY MPLY NTH THE REQUIREMENTS IREMENTS 0 i i Q F THE CITY ® 1.04_o I �.��- i I � 15. ALL WATER LINES - NES SHALL BE CONSTRUCT ED WITH 8 0 I � MINIMUM C I 1 OVER. PROVIDE MINIMUM ,_ „ I SEPARATION OF 18" FROM SANITARY SEWER & STORM SEWER. INSULATE WATER MAIN IF LESS THAN 241 =6 DIP e F----- ----- 4TF--- -____= -- 1 I -i : 1 8.0 OF COVER. EXISTING. BUILDING 4.. ' CL: 52 WM 'I ! W --_-- `% � I 1 1 � I 1 I 16 . INSULATION / I N SHALL BE DOW S n I TYROFOAM HI BRAND 35 OR EQUIVALENT WITH 4 INCHES OF = a 6 STUB IE 842.75 t EXISTING BUILDING THICKNESS. 1 � � � � I i �/ 8S 1 85 0 I EXISTING B JILDING 17. DISINFECTION AND PRESSURE RE TESTING OF WATER MAIN SHALL BE PERFORMED IN ACCORDANCE WITH 'PROPOSED BUILDING p I I I APPROXIMATE THE PLUMBING CODE REQUIREMENTS' AND PAID FOR BE THE CONTRACTOR `_------------------- -- `�---- I, a \�� } I UNDER SUPERVISION OF i I FES RCP 15 INCH 84 t LOCATION ONLY A REPRESENTATIVE OF THE CITY WATER DEPARTMENT. CONTRACTOR SHALL NOTIFY THE CITY A o cn INVERT ELEVATION 846.53 MINIMUM OF 24 HOURS I R PRIOR TO ANY TESTING. THE COMPLETED WATER MAINS SHALL BE - �' I I \\ 1 DISINFECTED FOR 24 HOURS WITH 50 PPM AVAILABLE CHLORINE. AT THE END OF THE DISINFECTION - _ PERIOD, THE RESIDUAL SHALL BE AT LEAST 10 PPM WITHIN �o .8 / 1 A THE WATER MAIN. WATER MAIN TO BE FFE=848 T N PRESSURE TESTED AT 200 PSI FOR 2 HOURS OR AT THE REQUIREMENTS OF THE CITY. I I - 18. ALL_SANITARY SE ' ________�� • " SEWER WITH LESS THAN-8,0 MINIMUM COVER SHALL BE INSULATED. INSULATION Y / 1 1 SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. L I �( 19. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE PVC 1 4 SDR 35. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS SHALL BE PVC \ I z ( 1 SCHEDULE 40, I 20. SANITARY SEWER PLUGS AND CAS S 1 P HALL BE SECURELY INSTALLED AT THE END OF SERVICE LINES TO ALLOW 0 I F R PRESSURE TESTING OF SANITARY SEWER MAINS. \ � l y 1 MAILBOX -MAILBOX 1 ' I' I � _ I 21. ALL SOILS AND MATERIALS TESTING SHALL B 1 E COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS OIL SHALL �• O PARKING 2 1 BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE I 1` \ I; PARKING 1 RESPONSIBLE .FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPEC110NS .WITH THE GEOTECHNIC I o ' 1 1 AL ENGINEER: f � 22. AFTER CONSTRUCTION TRUCTION IS COMPLET ED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN Y AS -BUILT RECORD OF UTILITY CONSTRUCTION. AS -BUILT SHALL INCLUDE I � � DE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER -0R I \ ENGINEER WHETHER A PLAN WITH \ �\ II iII T �. POST -CONSTRUCTION ELEVATIONS IS REQUIRED. IRED. SOUTH.LINE OF PARKINGLO-r- ��.CATCH BASIN RIM ELEVATION 8 9.36 FROM PREVIOUS SURVEY,INVERT ELEVATION 845.46 APPROXIMATE LOCATION ONLY , I I O G�V�/AY C��A�! � N RT E L EXISTING , ..PROPOSED i I ;Sanitary Sewer _ sAN Sanita ry Sewer 4 \ 1 / CATC I BASIN WAT RIM . ELEVATION 84-9.54 Water Water I INVERT NORTH ELEVATION = 845.24 sro Storm Sewer Storm Sewer---vk7--- INVERT EAST -WEST ELEVATION -- 83.1.34 0 30 60 90 NOT FOR T O CONSTRUCTION Date 1 . - 5/6/ 0 sheer: C 2 20101062UTP01.dw Weriwood Professional Services, Inc 16ekeby oatlfy t6ee this plea .+s Prepared b9 me or under my 00® 7699 Anagram Drive directeupesvlda, and wet I = . duly Bamsd PROFESSIONAL Ravisiams:.. DeWarted: Prepared for. u Eden Prairie, MN 55344 ENGDU &t ouch we lam of we Sam of Minnesota CT 13 Homes iLILc� Nort hwa�y% give . PHONE 952-937-5150 FAX 952-937-5622 Drawn: IPB ✓ IlJ LL.�1 Service Plan :.: .John Hecker, P.13 - 1 131g11Way No. 169 TOLL FREE I-MB-937-5150 - .. Recmd Dnvrlea by/daft _. xmiwwestwoodps.mm Date: No.5/6/10 M168 Plymouth, Minnesota 55441 Broold� Center, Minnesota ' I I \ \ \ LZEXISTING GARAGES /�1 EXISTING GARAGE IES 1 _��L r— \ � .Jllllllf�llll(III,I111:�I11.1 I(IILL�Illllfif�ll!III'�lllll.����llli (I(f1II�IIIIII - -- I LZ 11 �Ill HLLL aLul I ujJ]J.1_IAyjuLuT co EXISTING GARAGE EXISTING PARKINGF- I[ ' R .. _--1lllJ.J1LLIJJII ItIJIll1111.11J��- +i;_�-' .. \ \\ `\ l .,�, •' NORTHWAY DRIVE 7- SITE KEY PLAN - I II Al SCALE. 1" = 200'-O" ON 24X36 ] 11"=400'_O"ON11X17 I CAW I IM" rr�rtnuw : 1.. - I; ,. _, I I I t Ii�11� I/ �A I I I I IR - - Fff 91 IIPI r _ I III 33'-01 ;_O; 14'-0" 01 431_0;; - _ 94'-0" Ilk III FLOOR PLAN A2 SCALE. 118 = 1 -0 ON 24X36 . 1/16".= 1'-0" ON 11X17' rzr44_r.] ia,.1..:.5... .. �-. ... zr.� ...roc... : .J�... � ._l� .. .. i-.L _�.1_1..11 .' :(� .. 1_L. LLJ. � 1_Li � : L2. .� _..... �.Lri:,44 L, .. r � .. ... ...... r .. r�.i. c ,{ - IL : , i ® I _.._ .� _; a: 111 :L- l .:.1- - - .r1 ,. _J: r_ >-i L � ,1 r cLi�rl_lr xf. , f_`.r_ rt ..f. 1 , Sal. f_xr 4 -L-rr - : .._S .._.1. `..r -,-f- S._L .f: J.TL' 2.SrSrSJ TL L rS-l.T.r rr1� 1. .,S S 2 7_ T. .rnL�rL. ,>•.'r_r.Cl z SOUTH - � H ELEVATION SCALE. 1/8 = 1 -0 ON 24X36 1/16n _ 10 �_ ' ON 11X17 _ :... _ ,I s `r ..�.. - ry L,..J 1. J._ J 'rl. 1 .- _ ._.. _ i r. a.- L� L.LS rz . � 1. _J. 1 _ a _ , ,- it EAST ELEVATION SCALE. 1/8 = 1 -0 ON 24X36 o L24 N 11r I ,INN 00 05 50 W I a 1.8217 I ----N 890 09' 53" E 1294. 44 ---- -- _ f5.0 I h•_♦.. ...:.. ,,.,"._ PB : . Bwldmg setback - �. ' 15.1 I \ 14,9 . -St Sew v Easement r Doc. No, 876220 \ I �_ ....•: � �?._. ,,.. -_ •.._. COI ..'..,..•„ ,. .....,.,. .... .... �,.. ... ..:..ay.•.. O 4 p of N Cl \ EXISTING GARAGE N d m 45 .. t S .y s s' v N GARAGE I I \ .:.. ,. ro Roadway Easement per Doc Nas - - ;- --: - N EXISTING N \ �\\ \ a 3395171 720390, 720378, - t s I 720,0 Park/n .. _ . 74.8 74.8 "' I I I � \ V \ eL5 j A reQ \ _ e�ted9 l {{o Area: k .,i ' \ \ : . w 720391, 3395170 _.: Parking . I - r l r'.. :61.3 I I I y b1 /3 -- ) a- -' I � :� _ loo -shed as ; I •. •: Parking _ , . I g �" Area.. /zo.o r \ .h.:.a .\ . in sCO EXISTING GARAGE J m in 18.8 8.T 4 I:{: n 18.9 EXISTING! G55 ARAGE N I .EXISTING N P s.3 ro I O o ( I N BUILDING N Z' \ c 53 4B 4.9 I. '.\ Co $3 PI d.7 1 N m `s m a a m + a O �: ,• .. I . I S2 .m .. • m ' m - s3 :; •.. �•. : v I � 1a.9 m - ve • 11: _. ,. -. I �. 18.9 h 4 ..q _ h e ♦♦ .. I l :•'. a'. '� n . 1 P. a; V: � o: ','• I I t 1 � I � v 4.9 �. 9 � °� :. • :.• E q 5 9 .: � 'I m .. ... ... .. •. 5 � Id er m .... m •, _. :• e: 1 1 .; ._ �r ;. 9• !3 .. sR en 7 sa`3 . FR..• ..:.. I 1 I I .. 3 C9 N : N. W s.3 a.. Q tI h., I Pn 5.3 `� :' 6^ o, I / M. e'. •.• ... I ... .. ..:' I I Bose a. gD O ...•e ar' I oodR ,1 5 -+•i p; 4.9 a.q .e,. l ,. , ...:......�..: I m c.N { M' sA J I : ...;,: , o n EXl I W ql $ h { o o \\a m _J m m 1 r W g g m Y in r8.9 e o, I } a, 0 ;a..9.. ... ( J 9 r EXIST, °':d:-.,•.r.:..;, \ " Ie.9 J 49.7 BLDG 5 . I (� i t 4Tn s.� g, 0 EXIST. Ql 3 I 1 1 1 : I a: J ,,° e ie 346 I a a 34, 6 r a` .. N N m to O N PLANTERs m h t m n• o I I mN A. F r I / 9 CD r : c c / H ;ate- I1 a. Q' h la. S � ".9•.9°••d.'9Tfc: P.:i 'P'�: I`- I :-. m •.::. - m ,. EXISTING4: /�' ! 5. II « h I:o. ::-f .. '1'e. ._ I P \'. i 15.3 ♦, /.7 .r �67 o .. I ... ,.. . a Q\ <e a 1 I I nmm •' m •, a : ¢q a I ., .._ ...: , , _... _...I .., (n .: POOL I I am vi 18.9 :, c, ..9r=• .. • ` r A I I o � {I •.. l8.9 r p'.. I- r` I _. o a'. v- I nl 4i .3 M I I Z e � I �� Z U I I ti t � 9 v 4 1 I, W O O r •/ a E N „ •. .n•: °..o•. ... ,. .. .r...r. I 4i q0 I :O , ao .q d- /. .• .:•.• ,.4 o- �{�/ CP-.. i � 49 ........: ", 5a `h I q 5.3 3 ,. .' ..e .,. ... 4 m �a I N ao 3m 1 1 Imo N t , P: '• r r r I 1 � - --- •, EXIST. .• .: • m ... m IBA' , I / ,., E '0 1 .. .9 am ,,. •..., :, •, -... a�•' t:• :: � h � II / a• a � m t o• f9•��• , l8,9 to _ .. .. .. S 3 2 .`rp+ � L. , .: t m ;• I m b I a 1 1' a o l8.9 � '` OC b0 2na � .. I '... :. ... t - I I - ,.. 'I W O I O.'. 1 "- .; /47 N p f.• .d ` r N 0 � M'' • �, P,omn 4 N � .r., s r. ;., O. .,d. _ I } t I r m - _ 346 I a� O� 1 1 aa. 'L°, I -: S3 r+9 1. N a =I CANTER N V' a, 1 (3`+-0 ;i 'pr _ h 39:6 ,:< :;:Q.- n; ° .,.. .. i. .,M q ar I a _ ,. . ' w I. t o I C m �. I 3 h I n 1 I o es yQ ti as h I m h fe.7 < ..... ao I a 1 I I me BLDG. N ? 7 j.3 � g� I Y. ,P �' ., `? _ 1 ,e.. :.: I mN c c I. I Q o a �: - :; •_ ,7 s3 � m m (a sl b? Pr 15 Q r / c m d.. II .11 I 4,, >: I . I ♦ a I I /8.9 h Y• N I8 ' 1•.. c I .\ t c I .1 4.9 f. , I 9 .• I ., ,., h � 1 E .. ...,.,.. .. .o � r, aa/�2 .. °,.. .. •• mE 1 I a• -a '°:...:..e°. r ,:. � � a F m � 0 - . N ? •...., nw tD o o W ' //l a [ IN Z n. ;e. 'S. 41C I 00 I pN -'-a0 : a•. o r, :A 3..a c� k rq ,... 3 .p r >C °; I o /:., •p o y p ; I Q•,. a• E a 5 a �; m Q •� , i •.. • d.. •.: .�, .... pre .. a •' •::a •T ? '". W 5 'zq 41 `t o \ .:a" :.e 1963 U' N .. N (D P47 n m I, _.! •° •o'; ... s'.:. I 001 _ - I a00 P .-.. .: .m.i•'6 m -.. m m � I .. .....•, .... r Z .9 187 Pi ,, .,8.7 .. .. ., n P1 '614`• N Q1 ,. .... ... � po a o I . •... v .: J8.9 r •. _. I,L., M 346 �. H., ..e... .w•: °,, I b5n2 •OnIC _I ;•:. ;a e J.. VI /47 - .S.N E 3 :; N •<, r,, el 1 V L GCND N I B \ { ,. h t• ' i 3 .5 ti 1 reo I ` J 6 34.6 O �a, I -. .,. .•. .... _3 ° 1 l4.9 0l .,, °• en ..:'t. m m I e m _ 1 I m :.. :.-................. u °• m a......... ....•.P.".c.<•.n....a..:.•.... lu O -sr- enotesexistin storm sewer \ ti ti /a.7 r a w j I Is.7 • I, m d 9 \ I C. I m .,r, h •� y 1 m, 34.6 r I O " ..•. .., 3 ,, r. I (n ..>49 1 m •a P. � .. m :`•: .-:•c m (J. ;:� �:, J - •. .. I ,. .. I I ;.. s.3 m m ,,. 7m 2 � .denotes existing sanitary sewer i r •,. I I d;�IN \ ;.,.. Parkin I W - - �:. \' f •.. - .,, 9 ' :. I � a:. .. . � I : w denotes existing watermoln r6 49 r . f IQg. \ r e., e• .. I I m I ,I ,� I .,. ,.. 1- s;,. e existing k m o 1 II .. 53 r k denotes ex sing manhole \. :.,. .. area ., II 18,9 I 8, J II .. ✓. �! 3 p (0 t 7 3 ti N w 1 147 4.7 s.3 r a-.:. ,.:e•.•.d ❑ ' denotes existing catch basin - q F I m I :. �' 6 0 \ P•:P t. .'. •' ..-_ �- m .e�: ....! I I 1 � h11:7 `: %4.7 IF - ¢ a, a I I J _ • . ° 346 `hLU Q hoc rI _ ; .( t , h Ui Na ` Park Existing utilities per - e g 9 P As built surveys Area from the City of Brooklyn Center m m: I I y ,. , cn yr ., - 346 : \ a- \ I I r.l �C k Q - P W e \ .. arktn W i m s r I Ared/ .. •39. ,: Parking I R g 1 Area �„ •, o.. :..1.:........ ... ..� J I 44'lldl 9 setback - m -- 09 08 W 606,90 w r ge \ 96 L 16 w -sr I. a 3� 17. n sr \ �} w l 3 r 3 - - 606.54 a �$ Z w y+ i a _ .47 ++ --- w Eb - 2 _ 195 r w s D n L .�-�- r $ Roadway Easement r 1 I '. D( � V� Y a ment /x Doc. No 869350 � O / I / / way 31.6 B.C.-B.C. 0 0 w- � Y i 3 6 , 1 8 .. Z. . 2 .. 9 �r I I 3 D R o -------=- .. d 701726 R 128.62 � _ 1 �R=20.00 . 6.24 L 24.54 .� . 7 F �Vo4Es R-r O MAY 20 10 1 0 PROP . Prat nnmRFss. 1. City of Brooklyn Center has maintenance agreement 9 28Q2 2 940 Northwa Drive on all of Tract s, R,L.S. No. 1186 (Doc. No. 923899)• Brooklyn Y ` yn Center, Minnesota 2. Are n far ea n f Areas o east end o Tract H R.L.S. No. 1186. are located in 100 year flood lain per Flood Y P P ood Insurance Rate Map. • 50 O 50 100 3. Shaded areas depict rivate streets and parking. - P P P 9 r _1 it 4. As of 5/24 93 the City of Brooklyn Center Planning Department / Y Y 9• ,Scale 1 was not able to provide a building setback requirement. to - b feet Shingle Creek. 9 a ., i - I1riGA1, DESQ2TPTION. �. � 1 , „ , 3,:; 5. Doc. No. 8112782, Telephone Easement, lies south of the : ^a i 1ia¢t B Registered land No. 1186, Files of Registrar;...,,,>, subjectproperty. >' �'$ StffVE:Y .••> \ 1,,: � ,. <,+ j State of Minnesota. • of Titles Count of Hennepin, State q., ,. ., u IN , .. r Cc ; ,• , >_a ;; Z,,nln , 6. Area of subject property is 717, 956.44 square feet, 16.971 Cu acres, area of subject property less street right -of wayis In r� _ 662 787.92 square feet .Gum q , Aix- 15.215 acres. Dale „l - -- - West wood Surveying Company ©2010 Westwood Professional Services, Inc. Call 48 Hours b ' before digging. I IGOPHER STATE ONE CALL Twin City Area 651-454-0002 S89°41'37"E 1294.44 Mn. Toll Free 1-800-252-1166 _ --- I 45 I I N I �� (D .._i,. ..... .:;' PARKING ..,- .. \....: ;., :,. , „ • "< .. 'SUBJECT TO SEWER EASEMENT .::...: SANI AR MH'_.'.;._ —848 PER CR BOOK 2 S I �... 7 Y . . .: B 117 OF DEED f I .. - „ : _, . \ RIM'..ELEVATION 849. , PAGE 405. DOC. NO 3048389 - -aNVERT ELEVATION W - 83908 d:i ::.�,._. .., ..., - J1J v - .:;'.: ..: EXISTING BUILDING .. INVERTELEVATION W - 839.26 :... :::u .....; :. .. APPROXIMATE II EASEMENT FOR \ INVERT :ELEVATION SE.. =;839.21 . _. -:,. I LOCATION 0 O .EASTERLY RIGHT OF WAY OF XERXES AVENUE NORTH .,,.:,.T :.,.>., . NORTHWESTERN BELL L TIN ONLY :ry I CONPAN ,..; ,.. I TELEPHONE Y C . • . PARKING ,. .':.. w .•:.. PER DOG. N0. 900677 ,y A KIN W. ,,. .,..(:.. ,..::' ,; ,,. ..: RIM'ELEVATION .= 848.89.. ,_ - I . OVERT ELEVATION 'NW:=..839.49.. I \p. • S _• ;' ., .., '. ,. . , ,.:`.. .'.;,,: INVERT ELEVATION SW = 839.59:-;.• I >..- INVERTELE ATION SE =:839.68 '; sQ j 1 e � 30.00 CIV a �,/ .Q EXISTING BUILDING- r � 1- F BUILDINGEXISTING BUILDINGy MATE N ONLY N I W 3 � I - I // BENCH dl 'V STORM MH I M I II ❑ RIM ELEVATION = 852.72 ....-... I I P ,✓/. I O INVERT ELEVATION N - 841.22 , I INVERT ELEVATION = .. �., 'v y N1 E EV TION W 8415.7 4 8 0 QO / INVERT ELEVATION SE = 845.72- 9 I ILO 6 St y AREA DRAIN _ <a .m. <, MANHOL .S FILLED WITH / O RIM ELEVATION 849.72 3w,r OJ''% :, _ I LIQUID, r+OSSIBLE PIPES < INVERT ELEVATION = 845.42 +,-" 'O MANHOLE RIM - 845.70 J� ''A'4 a n IN MANHk LES \\ 45 I S `. � :5.: i -846_.._---'._. I I L 852 v. GRILL �_._ -.. P 0 1 11 I _: � ._.--�-� �'. ..: �.' SANITARY CLEANOUT 7 � � I� >_ 1 O mN =.moo y MANHOLE RIM - 845.82 GRILL..: - } : 854.05FFE :<` ' -----"^�.,�I I �� �•-.•"`'��,'•^„.' O 851.99FFE II I 4 _ NORTHERLY RIGHT OF WAY OF NORTHWAY DRIVE EXISTING BUILDING 8 .0'3 0 m 1 1 p 11 a 28. • I I I EXISTING BUILDING �„ 1 7' 1 � e\ / 852 1 . I ' 880j t I } : EXISTING BUILDING _ : m ROPOSED BUILDING .✓' I I y APPROXIMATE __ _850__01 a I FES RCP 15161CH �. 1 /1 LOCATION ONLY 2 ..INVERT ELEVATION = 846.53 Bog o p 3 , r ?rh Np�T I ,W- I <I H • x.,, q 6 L. s O 0 , 9 ' - I/ -... ...: ...,,.. ...,. a... , _. ,.. ... MAILBOX I F ! hL . ..1.: NORTHERLY RIGHT OF WAY OF NORTHWA I CATCH BASIN Y DRIVE �yDp Ltdp� L s� /r },dy,, / y -, I, RIM ELEVATION 84845. SOUTH LINE OF PARKING LOT` . l��OI1!(Obd`6i�1tE1d fl'Offi.HC1iiHepi:t Cotu¢ty TiYef@..01II1y� I i n INVERT ELEVATION 845.46 FROM PREVIOUS SURVEY,. �. - `' L. •: APPROXIMATE LOCATION ONLY � I m - Tract_B, Registered Land -Survey No. 1186, Files of Registrar of Tltles,..Count of Hennepin, I N� m g Y P I RTHWAY DRIVE " - State of Minnesota: (Topography shown only covers a portion of this overall Tax p Description) i CATCH BASIN N89042'22"W 60G Q -' RIM ELEVATION = 849.54 6.J4 _- INVERT NORTH ELEVATION = 845.24 I / INVERT EAST -WEST ELEVATION - 839.34 - - r. , a .. / 2 III �`� p'L� '� Gena�r�l Not� �o ti Lg 4o GB1VD �L \� I r a Boundary o This Is a Too a hic survey, This is not B n ar r ALTA AGSM Land Title survey and P g P Y Y � Y // ;p BUSH SHRUB ® STORM MANHOLE ,-. GUY WIRE —Poll-- V r IB y Q / O POWER OVERHEAD no title work has been reviewed or records research completed as port of the survey. Q- p a Property Ines shown ore approximate only. ro e t l wn e N T P Y PP Y CONIFEROUS TREE TELEPHONE 80X o POWER ❑ POLE.. Puc--- POWER UNDERGROUND ' Gu tD c� 0 f T 0 ad. Hennepin N -P DECIDUOUS TREE TELEPHONE MANHOLE E ELECTRIC I This Survey was done 'using 1983 NAD(2 07 /), Hen p n County coordinates in US DO ❑ BOX sAri- SANITARY SEWER I surveyfeet for horizontal datum" the vertical datum is 7988 NAVD in US survey feet..': to � OD Y O� O i WETLAND TRAFFIC CONTROL BOX E — ® ❑ ELECTRIC METER sro STORM SEWER r e located r d The underground utilities shown have been l ate from feel survey information and existing 9 Y 9 HH - ... ® STEEL WOOD POST HAND HOLE E _ drawings. The surveyor makes no guarantees that the underground utilities shown comprise P ❑ ELECTRIC MANHOLE ran TELEPHONE OVERHEAD 9 ...: y . gy g all such utilities in the area, either in service or abandoned.' The surveyor further does not SIGN -TRAFFIC 07HER TRAFFIC LIGHT ELECTRIC TOWER —TUG— .. / ® _ TELEPHONE UNDERGROUND warrant that that the underground utilities shown are in the exact location Indicated although he does certify that the ore located as accurate/ as possible from information _ l: g Y Y Y P -o--o- SIGN TRAFFIC/OTHER. Iw GATE VALVE ®s SANITARY MANHOLE war WATERMA/N available. The surveyor has not physically located the. underground utilities. (Gopher State Y P Y Y. g( P MANHOLE RIM 850.10- -.. M-L - � MAIL BOX � .HYDRANT co SEWER CLEANOUT —x— ' One Call Ticket No.100066285 . � FENCE LINE. ) w HANDICAPPED STALL WATER METER BEEHIVE Go her State One Call did not mark' on utilities m the field independent utility locator can � ❑ CATCH BASIN DECIDUOUS TREE LINE P . ' Y . P Y MANHOLE FILLED .WITH LIQUID, POSSIBLE PIPES. be called if desired. Q , q: PERC, TEST ❑6 CURB STOP BOX ® CATCH BASIN - CONIFEROUS TREE l � IN MANHOLE LINE - : 1'AY�1'^r�AY�1'AY} _I Easements shown are from ALTA survey.from 1992 and are shown in area ofInterestonly. raw w Y Y V Y � MONITORING WELL ® WATER MANHOLE ® FLARED END SECTION : CURB &GUTTER I S. i I l W s . .r CABLE N 80X WELL . CONCRETE 3 © E SURFACE 4, _ , ,x BITUMINOUS SURFACE O � .nf b_ ,,. ;. c cry GAS METER CABLE TV ❑ Pi -STUMP Ili —GAS— STREET LITE GAS LINE I 01 50 100 150 I 20101062SURV.dwg • sheet of Date: 04/16/10 1 1 2802 Wastxrood Profenional Services, Inc Revlaione Prepared fOr. ' 7699Anegrotn Drive Crew: RL>;i. LCbf BPHr -Northway • - Eden Prairie, MN 55344 - 04/22/10 Add addltlonal TOPO, B (( T'fWJ) Topographic Survey 05/06/10 Add additional TOPO, (BT14) Checked, ' CWM I :PHONE '...952-937-5150 VJ B. Homes LLC FAX '. 952-937-5822 : Drawn- EIM 3301 FE hwa No. 169 TOLL FREE 1-888-937-5150 .. � g y. Record Drawing by/data Plymouth, 1dSinnesota 55441 Brook/ Center, Minnesota www.westwoodps.com � - I I I _ I _ .-i I � © 2010 Westwood Professional Services, Inc. Cal( 48 Hours before digging. \ \ E ONE CALL GOPHER STATE \ - - I \ Twin City Area 651 454 0002 CONNECT TO I \ - - I I \ \ �m� wol Utility Notes Mn. Toll Free 1 800 252 1166 EX. SAN. SEWER i \ \ _ I \ ' PARKING EX. 6 SE IE-839.68 I ' \ --- , I, \ SANITARY MH 848- , I \ �REMOVE EX. 10 STUB) \ 1. THE CONTRACTOR' SHALL VERIFY ALL EXISTING CONDITIONS P RIM ELE CATION 4 J. � I N PRIOR TO CONSTRUCTION AND NOTIFY INVERT ELEVATION W = 839.08 I \ \ EXISTING BUILDING THE OWNER OF ANY DISCREPANCIES. / I \ \ INVERT ELEVA PION W _ - 839.26 I APPROXIMATE I CASEMENT FOR _ \ 2. A SA NITARY ANITARY SEWER STORM SEWER AND INVERT CLEVATION SE 839:21 \ WATER MAIN INSTALLATIONS SHALL BE PER MINNESOTA I \ NORTHWESTERN BELL LOCATION ONLY I TELTELEPHONECOMPANY - \ 77 ,, PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT EDITION OF STANDARD SPECIFICATIONS I \ PARKING \ / PER DOGN090U6. : FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER / 1- I PARLING, \ INSTALLATION" AS PREPARED BY THE CITY. ENGINEERS ASSOCIATION OF MINNESOTA. SAI�.ITARY_IviH I I \ \ - - n RI >f ELEVATION 8 , 8.89 ' D I I \ 10 3. PRIOR TO CONSTRUCT Ii= \ N, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND GVERT ELEVATION NW 839.49 I I \ LOCALPERMITS FOR. THE PROPOSED WORK OR VERIFY .WITH THE OWNER OR ENGINEER THAT SAN INVERT ELEVATION SW = 839.59 \ I I \ PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SAN - INVERT ELEVATION SE = 839.68 \ - --��-� I I \ UNLESS OTHERWISE ARRANGED WITH THE OWNER. cr- , I I i'- \ 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS OR 15 6 PVC ®1.04% I F EXACT LOCATION AND DIMENSIONS OF - DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY . 44 CONNECTION LOCATIONS. 5. I 1 ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE M H 1 /� APPROPRIATE EXISTING BUILDING A E UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE RE=$¢B.00 I I I 1 CONSTRUCTION WITH THE UTILITY COMPANIES. r I l ,<_ EXISTING BUILDING EXISTING suiLOlNc o IE(SE) 839.94 1 < 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND �1�-, APPROXIMATE m�' < IE NW=839.84 I ^���' 1 LOCP,"IION ONLY UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 3 t ( ) \/ (� / 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR A NY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP T__jREMOVE & REP CE I co 1 1 ` ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. '" I I °J 1 ' a ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE EX. SIDEWALK I S 246-6PVC I � / I O % { 1 / PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. NEC SSARY FOR -Us IL-ITY.:.. ®1 4 0 I �, 1 �� 0 1 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE 0 INS ELATION �qYP. T 0 h I HORIZONTAL LENGTHS. ALLOW FOR ( 1 ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ( CTIONS ARE REQUIRED. THE JOINT ~ p BENCIa J DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE STORM MH _ INCLUDED IN WATER MAIN CONSTRUCTION. , RIM ELEVATION = 852,7z �� ALL SANITARY SEWER WITH I_ ' = �'� , l 8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. INVERT ELEVATION N 841.22 v 9 4 _LESS THAN 8.0 MINIMUM COVER I INVERT ELEVATION W = 841.32 q I G ,q �. 1 ' 4 V A - _ �oo . q SHALL BE INSULATED TYP. I 1 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER MAIN CROSSINGS INVERT ELEVATION SC 845 72 p ( ) I 4 � I I _ 1 � WITH SANITARY SEWER OR STORM SEWER. \i1 I q �_� I I 1 h a �_ -"846 1 w 10. UTILITY SERVICES TYPICALLY TERMINATES, OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR AREA DRAIN ;�Il { RIM ELEVATION - 84-9J2'"-----. 8 1 1 NOTED. NVERT ELEVATION = 845.42 I �l 1 / $.I\ I �. / 4 q q ,� _ �;<� 1 1L'EMBANKMENT MATERIAL PLACED BENEATH THE BUILDING SHALL BE PLACED AND COMPACTED IN 9 - p I S g I 1 4 ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. M H _ i UU.�lr t i 1 _ �,-�� I`-- 1 12. EMBANKMENT MATERIAL PLACED BENEATH STREET OR PARK ING AREAS SHALL BE COMPACTED IN o RE y848.30 s46__ �1 i/ CONNECT TO 85 GRILL I L._-I t - 1 1 ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE R �� JE SE)=842.60 I �� '�� 1 REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. EX. 8 WM - I I • (NW)=842.50 I cv J / I GRILL _ / NKMENT MATERIAL. NOT PLACED IN THE BUILDING PAD, .STREETS OR PARKING AREA, SHALL BE 1' 13. EMBA COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION y q 44 y _3 OUTLINED D METHOD AS --=-- --. � -- % 1 IN MNDOT 2105.3F2. 6 GV 14. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. ' 15. ALL WATER i 1 l R LINES SHALL BE CONSTRUCTED WITH 8.0 MINIMUM COVER. PROVIDE MINIMUM ,r 1 I 1 SEPARATION OF 18" FROM S = -------- _---- 1 1 1 1 .-r. 8.0 OF COVER. EXISTING BUILDING 4: CL. 52 WM 1 6 / I 1 INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OREQUIVALENT, � �» WITH 4 INCHES OF 1 6 STUB IE=842.75 \ I THICKNESS. J� 1 r 1 I EXISTING BUILDING ` 2� � 1-- ---- -�J i �hr 8S 1 52 I i 1 EXISTING BUILDING 17. DISINFECTION AND PRESSURE TESTING OF WATER MAIN SHALL BE PERFORMED IN ACCORDANCE WITH PROPOSED,BUILDING i I I 1 APPROXIMATE THE PLUMBING CODE REQUIREMENTS AND PAID FOR BE THE CONTRACTOR UNDER SUPERVISION OF FES RCP 15 INCH �g � j LOCATION ONLY A REPRESENTATIVE OF THE CITY WATER DEPARTMENT. CONTRACTOR SHALL NOTIFY THE CITY A I INVERT ELEVATION 846.53 48 1 • � "'> i � i I 1 MINIMUM OF 24 HOURS PRIOR TO ANY TESTING. THE COMPLETED WATER MAINS SHALL BE o -i I I DISINFECTED FOR 24 HOURS WITH 50 PPM AVAILABLE CHLORINE. AT THE END 00 � OF THE DISINFECTION - ~ ro �N I 1 PERIOD THE RESIDUAL SHALL BE AT LEAST 10 PPM W q4 e I .a , WITHIN THE WATER MAIN. WATER MAIN TO BE `4 FFE8�H•$ I / 1 PRESSURE TESTED AT 200 PSI FOR 2 HOURS OR AT THE REQUIREMENTS OF THE CITY. I 1 ., ,--------- I 18. ALL -SANITARY SEWER WITH LESS THAN-B 0 COVER -SHALL BE INSULATED. MINIMUM COVER SLE - �--------- --� -( /' AT D. INSULATION 1 SHALL BE DCW STYROFOAM HI BRAND 35 OR EQUIVALENT WITH 4 INCHES OF THICKNESS. 1 '� �. I �-. 19. SANITARY �r �l c/ i� � � 1 SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE PVC \" 1 SDR 35. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS SHALL BE PVC __ • I 1 SCHEDULE 40. 20. SANITARY SEWER U 1 r PL GS AND CAPS SHALL B I � E SECURELY INSTALLED AT THE END OF SERVICE I LINES TO ALLOW FOR PRESSURE TESTING OF SANITARY SEWER MAINS. I 5 1 . ...MAILBOX i MAILBOX 1 ' I TESTING MATERIALS \ 21, ALL SOILS AND S ; I R TING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL i 1 � 1 ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE I LE OR UNSUITABLE SOILS SHALL I I z 1 _ BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER, THE CONTRACTOR SHALL BE PARKING: I I. RESPONSIBLE FOR COORDINATING' ALL REQUIRED SOILS TESTS A INSPECTIONS � I PARKING I Q AND N PECTIONS WITH THE. I � GEOTECHNICAL ENGINEER. O P I N INEER. r i t 5 22. AFTER CONSTRUCTION IS COMPLETED THE CO NTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT. RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT .SHALL INCLUDE LOCATION AND I LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR / ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTIO _ I N ELEVAl10NS IS REQUIRED. I CATCH :BASIN ' � _ SOUTH LINE OF PARKING LOT ELEVATION - 849.36 I '.RIM I N � . I FROM PREVIOUS SURVEY INVERT ELEVATION 845.46 _ APPROXIMATE LOCATION ONLY 1 z IVORTHWAY DRIVE ' EXISTING PROPOSED i I Sanitary Sewer snN Sanitary Y Sewer �-� C•ATCII BASIN ;_ Water war Water I 4. RIB{ ELEVATION = 8 9.54 T sro ' INVERT NORTH :ELEVATION 845.24 Storm Storm e rm Sewer rm Sewer -a- INVERT EAST -WEST ELEVATION = 839.34 - 0 30 6 0 90 NOT FOR CONSTRUCTION Hatt_ 5 1 /6/ 0 sheet: C 2 '. 20101062UTP01.dw 8® 9 L7 Westwood Professlonal5ervices, Inc.,: I hereby certify that this plan area prepared by me or under my Revldoaa - " Prepared for. . 7699 Anagram Drive direct eupervldon and that I am a duly Iicemed PRQPBSfi[ONAI. Deelaned.. JPB : � Eden Prairie, MN 55344 ' ITlGRdB� ve ands the lmof the State of N1=0mats 41 G � I-Romes L,L C Utility .PHONE 952-937-5150 - - tlh Service Plan :. FAX 952-937-SM Dram: IPB 3301 Highway No. 169 TOLLFREE 1-888.937-5150 John 1@YCi(CPr, P$ _. Record Dn /due wlog b9 Plymouth, Minnesota 55441 5/6/10 44l168 Y� � Broohl Center, Minnesota ^JIDOd ttmiw.westwoodps.com Doha Ilceme Na Yn `T I I! -7-- I - -- - -- - ---- - - 1 EXISTING GARAGESi / l \ \ I EXISTING GARAGE �.... J IIiIIIfllfiliLlllflllllll IfiflTil��JllfllllillGll IIIfL®,IIIIIII flllilll(f(ILII(II \ , W B rr —L� — IIII.LL11llLWLl ll�i1i111J���J_iLLW.,� ___1 � � B B . II-- �RTN- TLM4a�1R1 i. -- --- -- `- � I I T� � I I I� I All I I We II Y/ \Y III - 33'-0 01 14'-O OI - 43'-011 I 94'-01, FLOOR PLAN Ap SCALE: 1/8" = 1,.0:, ON 24X36 f C -I.I _I I_L].- L i 2900 r,_; LLiLLILJ �.._... ._ T. ,_]._ �_J_. >L r�..._ s�C-.. ._.: ,-,...._ , �_: __. _—* _1-:-: ,_J L- :- f I-_,. L_I_ -• r ]t. :-,.... _L..._., LJL j . .LL r l L__Sl_ T -)SL. J.. 1 a. I_J. _. J 1 C1_L 1 _.f.: .L. : .r .1 _ : i2-5L .1 ,1 r_rTs_I c. J.rT_r_r_r<.I J. r`?. _L :. ,. i. -, r',-, r,,_ , -� - . .. ,... ,. L.L J rL L. Li. rrC _-.�� .,..:.Li , ...L.L. -..7. ,. 1. .1 ]. ..�C L a. Y... 1 i L_ L..._I _ J r r , LL 4-I. _r._.r11. _. _ria__c JIZL.`2 ] t J; L._. i r .--L�_Lr`r _ ]_] C 1 .1. 1. ::-1. _I fi.0 ]_ 1�`J _I_.,_ , I___ L..CL T I :I.. , rl.. r . -. _ . L� � L1 . .-f i. 1 f.L _ 2 1`_f .LL L S :rT-C]. Lr�2_ ..,..._ ._..J ... rr r ..t 1 f.. ft...I. r'_ -rf 1. 'L , _ ,-. � r_,.iY'r_I'r��.. :_L rt' f_-1.. 2 SOUTH ELEVATION A2 SCALE: 1/8° _ 1,.01: ON 24X36 1/16" = 1'-0„ ON 11X17 ERTFICA` E .OF SURVEY : t 1 ° tj- , 00 05 50„ W G 1.24 t, I ,f-N 00 05,50 W I L , Q I � \ • P 3 11, 1.82 to Q I -N 690 09' 53° E 1294.44 -- _ { : --.- - \ �.. '.. ,. .•.. ^ Sf Sew P Easement Per Doc. uildin' setback '` 15.t : I I \ \\ 14.9 15.0 I h :r.._$F ._:. .._ �.... v m \ G: (J of s S, l N i I Cl \ \ EXISTING GARAGE N s 45 S S - N EXISTING GARAGE Roadway Easement per Doc Nb s : '' I N . pp1 torn ' ' I I 4:Q� \'`\ \\ w /zo.o Park n i Area tl t` pd P (. 3395171, 720390, 720378, :.'.-�74i8f �.. �.. 74.Bs I .. : ./20.0 I ". \ V \ .. '61.5 ' � g � � '. �'. � 5t� ftu - : Area ,. I I \ e \ we. epr ,3 720391, 3395170 Parking (., ,+'.. 61.3 1 I I Y pY 1 \\ \ y .. too shed Qa pb\, e d I I t I a \ 0 Parking I 5 Area9.5 e9 pt\p � � � .. a! • e, ... /20.0 a I >. \�, \ I, N b I. m e�� N m! I .B N 5.3` '4 t \ I e m in I, : w EXISTING GARAGE m J m h 16.8 19."1 h m I .1. y. 'q 18.9 o• EXGARAGISTINv I EXISTING N \\ , \ •. m ,�:. C) k@s a 1 .. ` f e • II � N BUILDING 2 :. ., (20.0 - I \ z 4.9 '•. � 1 0 I 49 4.9 q a m 18.8 8.7 l7 W47 1\ � .: �� ►.. -' .h da ,--.f4.9_.J ,• 14.a'n .. m 5.9 : ..': '. .. I \ � \ .. ... ..... ,. m „ v m �3 e. ..; ..i: a: :..••,v✓. ... �, o i. .to-. 1 \ \ \ .p. o.A: 11 Q -'t"' .0 `... •v ^et 'n, ..• .:.. „•,. '>,n\. '.' p. n'1 U0�1 d (,, O :a : n: - P -- m Go ty ,. I .,. , ..-�..._.,.. m m :.... ..,.; .. � �,: I I ^ (i�?, ..••• 'C .\� e: m: 3 .b - .. p1... {9 o mm .. v L.'346 ..., ...: .. :. 4.. ..4 ..e•. ..N ,o .a •...: P. .�.a... .... .. ...•... .. .. ....< .m..: ... .. .7 ` \ � a. n. .. o ., .e .. .. .l.... ... .... .... .. •,!.•..:..:. .. m.,v v .. .: r.: .. .:. "P'•:^i-". N d,7 !4m Z $.3 e �.l :, 0, {0 �: •' : I ' 15:2 � / P; m .em cl : 53 .0 ,. , I .� .. I .. (() � .. 8.9 •°. �'% i' o-' I 1 1 � 15.9 `t1 yin\. .;. �: h /8.9 m u D „ I I I � I I t` . r .. �,, •.: ::; I � I ,y ,; 4.9 :: k9 � o. � ' E ° : 3., ..-.� �/ iQ\.���r�/,. •f,', �..�, •A1..:� laMlnW a�M., n• p Q ! (Q-0 /g•� 'I, 1 ;�S,• ._'1ti:. _,./ �d1 ...,R.. 7°, . /MI[\ .h 'N.. .�1Q:. Q•m �/ .r,.�,°/ l:. . . / yF. O,m /oC''a/\• y`Qyr�Qmo,v�ji'O o\.m •o/.3.o..8m4`. ':'h Z.(.-Zt,.� � .,to io � 0•:F�•. �:. y . y,/ 6°.o.ri a:I.� m-;p.. .�' II1iiI1�II I1I i, .. III�hIItIII�II1IIII . -..,�Q mOhro♦.Ovc6., . ..�.��'.O �: \�)_.,.+.. .. .',. !` \,, -..`}-.:v\;'N+,t.h4p.,."..'� . :,.. . m.m-\: ,/4.:99•h,h m.. '..e18..:9. o•....8e..t... "MCN�.NS5.-•:•_:a'.•.,•33_:..., '-.. . ,• 3..`,¢. :.•.QC�y Z�J.(9.,1. r'n6O. :ti.��:rN�3 .. II : .II �....{.a,.�1.:•II'-,e.,. :.:., .:..i ,v..... e . .•,h,.-�.. :t++..E...99ma4._:. .5S. 9.,t1.o�.;-.^<e4�.•..a.r.:/..�,e:1.:, 9/'a.III�4- ;.7C. E1 . 0 Il\. p0..osIv•.owrN'.ePN• ..N m. _i..NYd.-,.. eo .(ti Z...�9 0P . 4s3 a7.(>armhNaN5 0V•a e•.... ,... .::,oa.;.e.-. .,'v`f,: .",. . :;,.'.•;v..eC C...m7:E.m.:OA.� \.x..N,-�.-ml...v$....,m•T:..,.eT E•..\.•.a•...R. : ,.+ -\. �Ia.i;.;.a,.,,e1,,I. .1 .� NI II 1 �,, 1 1IIIII/4s,m�sFh7m ` ..a�3a� . L:- i3.' I4sl)ZJ�W .C6.. a�..,.wmm wN.,.5,s...33 .°,9eo...,5 .,Iym�.nsm'.n r /.!3 •d.7..7aVN�. .- N .N..... .. ,vd•..,...::..:...•..,.•,:;:; ... ..•: . :,, .,. ,o.:•:.•...: °..r.a.; �� ... •.;f, .. '1� .6•, >�•iiN 4P-;t1r'. e:oer: cnt°o s '• ,. o�°).uEb°mabQ,•01m�, � . ^e:Ke...�:.°'ia:i',: . ., .". :. .. ....'nN.m.1/.•f3 s'P4q.. i2-6A=z .- 3tS;m�N•:.W°,.:•-".3., . a f(mCCZ�.D9(6 5a�S..:.�.m..M3:s5._.• .3 3.4.;-74.':3.t,:°v9.�p ,- e-;v.b.•.. ',:iv..o+..b.�...:•,a;,.:...iE.?•oo,•:4.:". ; •:X:!...rN9,:t'°•Ii:Sr^1�4Nd...T.,9i..ne. :4:.s i[:"s".�s,.. 7,..' .h ;q...:.,._..:.'.:>.r;..�:..�. ,. . •myN /4:_. a: _. S`9 . o Wm.9 dae1 z 989 1� ."•'.9 . .= ...m�ms.„,y...9rgr•d'1`." 8..9 J.�NIk ... »-S.�•�.:-.N�mm ..3e.,. .33•3 kW4b.�e6: :�'sm.Rs.a.'�•, . . +Iv p m 3 BLD U o EXISTING oeA- I V1 . POOL ." .,II •,.:F3 • N. . '•�';.:°.., •:`a' .p( .P•:.•.:Q;:.•.'L.d.E�6,.., O .• ,.'ti I : 1".;1•.1v1:,. 5 4.9 6. 49 .3mn3mNS':'.�? ,�3�•3 �3� 4tZOJ(Z�(k4Jn9'.� .6• 6 m'.•: s. '¢9 9 mlo rns. J 16Z d 9 eW /8.7 BLDG. F is.) 4.9 0m _ .r'3 �:::.:e>::'a•�dn,'a•., .. 1I I a oovOm . I CO�4 �2 9 ko h/9m14h • /8.9 : MrpOO� ' .: LEGEND 1Ye0K 417 denotes existing stormse w.. er CD s g sanitary sew er 1 �`w denotes existing wotermalnPbrkfng denotes existing manhole EX 4BLDG /8 9 M4 Area 87 3 18,9 "t4: 1 5W 49 9 0 denotes existing catch basin °Odwa N6?o /L �� • ::•,., :.%I - - .. ' •' cva:.: •:--ems." d° ;° I 111 ^. q fs.9 m. v� �� h 78.4 h p O,v S \ :,. .e •::•. a...,..• •.::,v U' d- .e.. F I I 11 ': 5.3� �14.7i.r.7 N. �'M a - -- W 5 z m ; r I m w : t9 .3 � m14.m e. I I It.' m m . e. � .' LY �\ •.., as ° ;o� ,,� :. _ .., .,., ., :. � I ' I .: .,•.q m � •. W W •. N ` ParkM b. a _ gs _ I... z , ,• t. 9 S3 k �. ,. I . 1 14.7 � s3 e �. Q ¢ I Existing utilities per As -built surveys from the City of Brooklyn Center, Area a ° a3's.3 m m m m •: I a . .1 I� as `n 18.9 C7 C9 n^ ::•a, y r T', I I---- © 2010 Westwood Professional Services, Inc. Call 48 Hours before digging: L \ , GOPHER STATE ONE CALL i I \ Twin CityArea 651-454-0002 CONNECT TO I I \ \ ; ' sAfl Utility Notes Mn. Toll Free 1-800-252-1166 EX. SAN. SEWER I I \ \ \ \ EX. 6- SE IE-839.68 PARKING SANITARY MI 848-- , I \ REMOVE EX. 10 STUB 1 RIM. 'ELEVATIO� .28 ( \ 1. THE CO I I NTRACTOR SHALL VERIFY ALL EXISTING. CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY 1 INVERT ELEVATION W = 839.08 I' \ \ EXIS-TING C THE OWNER OF ANY DISCREPANCIES. / INVERT ELEVATION W839,26I \ N > BUILDING r L \ APPROXIMATE I \ EASEMENT FOR INVERT ELEVATION SE - 839.21 \ 2. ALL SANITARY I \ I_OCA710N ONLY SEWER, STORM .SEWER, AND WATER MAIN INSTALLATIONS SHALL BE PER MINNESOTA NORTHWI=STERN' BELL \ - TELEPHONE COMPANY PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS PARKING I \ �% f \ FOR :WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER PARKING I I \ \> PER HONE DOC:.NO. 900677 A TARY 1AH INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. SI I \ \ RI. ELEVATION 848.89 \ 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL STATE AND UVERT ELEVATION NW = 839.49 I \ \ �I I LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT S.aN INVERT ELEVATION SW = 839.59 I I \ \ PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE. RESPONSIBILITY OF THE CONTRACTOR T R INVERT ELEVATION SE - 839.68 I I \ \ UNLESS. OTHERWISE ARRANGED WITH THE OWNER. -o- , „ I_ I a 8 15 -6 PVC ®1.04% \ 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AN S� I I D DIMENSIONS OF I I 1 DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY Q TI CONNEC ON LOCATIONS I ® 1 - 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFIC 1ATIONS OF THE r� MH I I APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE EXISTING BUILDING RE=848.00 I I 1 a CONSTRUCTION WITH THE UTILITY COMPANIES. �,( I 1 ? EXISTING BUILDING EXISTING BUILDING o 1E(SE) 839.94 1 I d r ` 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS 0 - h � I I APPROXIMATE FOR UTILITY CONNECTIONS, AND � IE(NW)=839.84 I, I / LOCATION ONLY UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED - ai I \ 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. '� -- iJI CONTRACTOR SHALL NOT OPERATE INTERFERE WITH, _. TH, CONNECT ANY PIPE OR HOSE T0, OR TAP - REM VE & REP CE I 1 ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. „ I / ' . --- EX. SIDEWALK ,, 5 246 -6 PVC 1/ a ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE E K H '(I I / PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. NEC SSARY FOR--U ILIT-Y-. . ® 1.04% w 1 V 0 1 INSTI ELATION YP. �� I � 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR / ( a . ). �h .�+) I ` 1 � ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT All,BENCH 1 I DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR 1 �, BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL. BE { / 1 -��ll INCLUDED IN WATER MAIN CONSTRUCTION. STORM MH-._----'"_ � �. 1 \i !1 I L I 1 a. RIM ELEVATION -- 852.72 ALL SANITARY SEWER ' / W R WITH, L � �\ ( I _8. PROVIDE.. INVERT ELEVATION N - 841,22 4 4 WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 1.. y LESS THAN 8.0 MINIMUM COVER 1 INVERT ELEVATION W - 841:32 � a I G 1 u8 4. I �' 9., A M - o _ T ( 1 MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED INVERT ELEVATION SE 845,72 t a e SHALL BE INSULATED- .YP. � AT ALL WATER MAIN CROSSINGS WITH SANITARY SEWER 0 I I � R STORM SEWER. , _ 6 1 _-- 8 4 AREA DRAIN ,- a; ��\I/� _ �--- � I I 8 y 1 _ 10. UTILITY SERVICES TYPICALLY TERMINATE 5 OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR y a s A8 i / _ NOTED. RIM ELEVATION = 84-9.72_ - 0 . - --� W/\� \ I ---r- N lERT ELEVA I"IUN 845.4E\/ I . ti III I __ a a.. � _� 11. EMBANKMENT MATERIAL PLACED BENEATH THE BUILDING SHALL BE PLACED AND COMPACTED IN 4 I S s �fl� 1 y 1 �. ACCORDANCE .WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. a M H RE 848.30 84g___�-------�� s ✓ 1 EMBANKMENT MATERIAL PLACED BENEATH STREET OR PARKING AREAS SHALL BE COMPACTED IN CONNECT O - 8S GRILL _ JZ_�., 1 4 ACCORDANCE WITH THE SPECIFIED DENSITY METHOD S T _ `_� IE "SE)=842.60 ( I H D A OUTLINED IN MNDOT 2105.3F1 AND THE EX. ' 8" WM � �' � / t I I � � REQUIREMENTS OF .THE GEOTECHNICAL ENGINEER. (NW)=842.50 i I J 1 � GRILL � 13. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA SHALL BE N 4 --- ` _ . 1 COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS 9 ap " - I OUTLINED IN MNDOT 2105.3F2. 4 ;, 14, _ 6 P C 1 6 GV � 14. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. i @ 1.04 � 1 Tr> �I _1& ( ( '°.-� 15. ALL WATER LINES SHALL BE CONSTRUCTED WITH 8.O' MINIMUM COVER. PROVIDE MINIMUM I SEPARATION OF 18 FROM SANITARY SEWER & STORM SEWER. INSULATE WATER MAIN IF LESS 241'=6" DIP ® --- <�--- [-- -= _-- I E THAN OF COVER. EXISTING BUILDING / I y CL. 62 WM � `7 1 I 16. INSULATION SHALL BE DOW STYROFOA I � - I I M HI BRAND.35 OR EQUIVALENT, .WITH. 4 INCHES OF 6 STUB IE 842.75 , \ i l THICKNESS. EXISTING BUILDING ` �------------1 I Y tiT �\.- � /` 1 852 I I i r 50-./ r EXISTING BUILDING 17. DISINFECTION AND PRESSURE TESTING OF WATER MAIN S i I I 1 A N HALL BE PERFORMED IN ACCORDANCE WITH \ PROPOSED BUILDING APPROXIMATE THE PLUMBING CODE REQUIREMENTS AND PAID FOR BE THE CONTRACTOR UNDER SUPERVISION OF i I I z I FES RCP 15 INCH �8 / I LOCATION ONLY A' REPRESENTATIVE OF THE CITY WATER DEPARTMENT. ca ( �.. I. .18 I RTMENT. CONTRACTOR SHALL NOTIFY THE CITY A o cn l� I I. I INVERT ELEVATION 846.53 I MINIMUM OF 24 HOURS PRIOR TO ANY TESTING. THE COMPLETED WA O co I / r I 1 TER MAINS SHALL BE g I I DISINFECTED FOR 24 HOURS WITH 50 PPM AVAILABLE CHLORINE. AT THE END OF THE DISINFECTION �q4. I = �� I I ) PERIOD, THE RESIDUAL SHALL BE AT LEAST 10 PPM WITHIN THE WATER MAIN. WATER MAIN TO BE I ` ° I FFI� SL{S.S PRESSURE TESTED AT 200 PSI FOR 2 HOURS OR AT THE REQUIREMENTS OF THE CITY. I ..L I ., I L I .I , -- -. - _. ________� I 18. ALL SANITARY SEWER WITH LESS THAN 8 0 MINIMUM COVE �l, , R SHALL BE INSULATED. INSULATION 7 ' r -" / 1 SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH � „I e I o Q 4 INCHES OF THICKNESS. I 19. SANITARY SEWER PIPE OUTSIDE T � � I HE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35. SANITARY SEWER E PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS SHALL BE PVC. z i 1 SCHEDULE 40.: 20. SA - j- 1 N TARY SEWER PLUGS I AND CAPS SHALL BE SECURELY INSTALLED AT THE END OF SERVICE LINES TO ALLOW FOR PRESSURE \ ( 5 1 E TESTING OF SANITARY SEWER MAINS. MAILBOX I � PAAILBO,. 1 , L I \` 21. ALL SOILS AND MATERIALS TESTING SHALL B I I E COMPLETED BY AN INDEPENDENT GEOTECHNICAL I I 1 ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED TED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE PARKING, I I, I `PARKING 1 RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS. TESTS AND. INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. I 5 I L i 22 . AFTER CON STRUCTION IS COMPLETED, I � PLETED THE CONTRACTOR SHALL PROVIDE THE \ � E OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUE - q CONSTRUCTION. THE AS BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ® \ ENGINEER WHETHER A PLAN WITH POST -CO n I •.� �.,, � NSTRUCTION ELEVATIONS IS REQUIRED. V \ - _ CATCH BASIN L, _ SOUTH. LINO. OF PARKING LO � ; , �. I I RIM ELEVATION - 849.36 _ F PREVIOUS >. \ _ FROM E IOUS SURVEY, I INVERT ELEVATION -- 845.46 P I TE LOCATION A PROX MA ONLY I O N �iT�-111VAY DRIVE EXISTING PROPOSED I I Sanitary Sewer sAN Sanitary Sewer j Y Y � CATCH BASIN Water war Water RIM ELEVATION 849.54 I INVERT NORTH ELEVATION = '845.24 Storm Sewer sro Storm Sewer -�e�- INVERT EAST -WEST -ELEVATION 839.34 77 : 0 30 60 90 NOT FOR O CONSTRUCTION Date: 5 1 /6/ 0 Sheet C 2 20101062UTPOl.dwg Westwood Professional Servloes, Inc I hereby aertlty that this plan was prepared by me or uadee my :: , R.el„inn,e : I �® 7699 Anagram O direct supervision and d,st I = a dal licensed PROFEMONAL .Prepared ford g m rive perwukr Y D 1PB • Eden Prairie MN 55344 RPIGR�B6R varier the lam of the state of Dlinnessts : Checked: - If ortha� Drive PHONE 952-937-5150 : Utl�i Service Plan FAX 952-937-5s22 Drawn. IPB :. j -J 3W1 ffighway No.169 '.. TOLLFREE 1-8@8.937-5150 John $S&Cr, P.E. .. Ascend Dn /riche:. �.: .. - ^IaR by Plymouth, Minnesota ` 55�1 5/6/1® , 444168 Br iii LdY7DO�iI wevw.westwoodps.com Dabs License No. Y� OO1L1Yll CeIiter, 1VdinEle80tA - ,�I -- ___ 1�_ .----------- -� : Wr - _ I I, > I I- - 1: I L I I 1 / / lu,.�- _--.-- ., ,. -, � ,,I I I I EXISTING PARKING 11I 1 I �—� I I IIIV Fr----i I I ICI II 431-011 94'-0„ FLOOR PLAN SCALE: 1/8" = 1,_0„ ON 24X36 - - - 1116" = 1 -O" ON 11X17 1. I. 1 c_r 1 1 , .. _ 4. �S , r r � , .. �.�: J_. I. r C2900 LIY1J. 1L1 11 L S � L�r r] r 4 T �2 L, ] rcl ] r r f� rL i i r_ S_ TLL L1 fi T �� J[" fT T' L I � �C1 �:C7T1 C ,] L L I L r L I T 1 1 ,S L L 7 J_ it .1� f f i. 1 LL,, 1 1 T L`S r_ 1 r? L'1 1 ,' 1 r 11 t1T r .:r1z r 5. J -LLr r`1' rr I i ® � � T l l IZ T l _ _ f r I �.rL rL1 .-,. L-- IS __LTSTSJ .LS._L`.r -, , , ..._._i1. 1_L__r'•s. x. 4 1.... t...x r_L. x.i _r � ,— L .r...r t _r1._I_ slit r -' - .,.1. ]_. T. c. .. T. r ,,..11...... L..: r.ri.. it t. L_L1_xx rr LT.�.cc ] c r I� ... tir=•r J I_ .. _ �._1 L r... _., r. i r , _rL.r `l.`c. r r ] r r ._.c ,..ram' r .. . - ' . . .. ..T, .:-L. �,t .L,�cs,l,u.f,rr 1 L.L,1_r� z SOUTH ELEVATION QQ SCALE: 1/8" — P-0" ON 24X36 „ '. 1/16"= 1 ,_ 0 ON11X17 ._.L4...i z_4.- r, s EAST ELEVATION : ' SCALE / — - . 1 8" - 1 0"I ON 24X36 1/16".=1'-0" ON 11X17 ' MiH q xlp�y 44dm1 i4n..�.w C A � yM