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Home My WebLink AboutPC LUTHER DODGE, PUD AND PLATDETAIL 1'7/-1r7/ v ZLu M622..6 862.8 41 80 / lIL Iv' T / `i'„R° `\ N \♦\ / AAIr-s^ C;)/1/1/,-/\/A/ �Q I ' /)`-r-A/n�)/r-,E)%:� iDn Ar-)r) /'1A/ �662.1 J `,P�- Oe \\ G_ I/vL_ L�/Ivv/\c_//v ` L.vL.L_/vG1/1!L_/\ [i UUI/lV/V HCR Q Q nnnrT/ten/ 862.7 86 ,4 862.3 It - YD TC ZMH 82.5 862.3 /-IUUI /!V/V / �l TO 82. 62. C` (J\ \ /\ [_A !T[ L) A n /'� /7-//l A / 862.3 862.2 - Lips T TOP=862. TO SAN S- - j \ids vL_/V/L_/1 -/-I UL//r!VlV 3 862.8 862.7 SC2.5 TC TO 8" VCP SAN S CB STS CB ` 0S _ \ Z a - 863.0 63.1 TC 862,0 861.8 TC TOP=861.7 ` LP TO TO P INV=857.1 / TC TO iTOP INV=857.85 • 1 - p I- CB /S" 863.0 �_ MH RC NO SCALE gC. 863.3 INV=85845 SCP TO W MN ,�- TOP=861.1 15„ 861.6 862.6 1 iV89 5/ 45 E I 5� TO TOP=862.4 ST TOP-862.6 �.- INV=857.1 515 I T U M N U S �-- i , i E ch INV=854.2N,S -� 862.2 WV 86 3 �-`y TO 862.7 1 ;�-//T.44 Z-�n N INV=855.9E /5". RCP ST S ggZ;g__ �` 862.5 BC2.6 TC TO -� z TC I 1 2 _, TOP- 2.6 8 3 I 63.0 862.9 TC W m 863.1 o W v N. LINE OF THE ` Q MN L 4 ,4E,W,N MH C rc_ 86 7 862.1 U TOP=863.0 &sle---� I 1 LJ 864.6 NW I 4 OF B NV=854.35 HCR FOL S� L, U' 864.7 TC 64.5 SEC. 34 863 7 3. + '* 4 HACK - TC .. 862.1 862.1 862.4 862.5 1 0 z o G_ N89°51'45"E TO ss4. c ELE-� y rMH TMH 41 C 863.9 TC 4, HA __ 1285.04 64.5 -_-_ 86, 864.8 863.9 TO T 863.3 `1 a63.1 FORMERLY H. C. Ci.-730, p� o / a -- \ wV1 •,`�/8 0 ? / wv 865.2 "`� TC TG asa.a x 63.2 TC PLAT 27 e%Vo. ll4ss2s y N89 - ' 865.3 1 865.3 T lq I 4.8 TC 864.3 I 864.9 1 863. 62. 863.5 ,� B I T U M I N Q U STC 86 .4 '� g WV�� 64.7 864.6 TO ndo - - 64.5 _- WV 864.0 TC TC I M �. 1 Cg _ �l2 27 WV�-�$. .8 861.9 gg 862.5 664.6 TC `. '-Tn _ �- WV 863.5 = 8" VCP SANS INV=858,1 OP=861.4 862.1 865.1 MH 7C 864.2 :�Q N°j MH 863.8 863.8 x IN -854.955 U 862.4 62.3 862.1 INV=858. \ �c �4-I W--�'�-RIK-8r 864,D88/T r: B00% ro %863.7 7pp=863.6 863.6% B I T U M i DL•0 $ IN 654.SN 862.8 562.6 / TC. TO T LP MH ANS- \ / 864.7 INV=857.3 W��i� 8"STEEL"'GAS INV=8559 E/W GAS V " -863.2 _ T CAS 2.0 862.2 862.5 862.7 \♦ i / x INV=860.4 rl 864.2 INV=85 8 ST£EG GAS o CB 864.4 r /8 RCP S ` 62.4 M \ / /897CP STS oPST S 3.3 LP 24" GA \ ' MPL TC 24 STEEL CA CONCRETE 862.4 862 4 862.3 ` M B62.a 2.6 -/ 24'STEE S 411'i-' 862.7 662.5 862.4 • CO LP 864.0 663.E -- 863.4 3. �_ 863.0 6627 g6 R 862.5 �„� lHZ3 8 2.5 G 864.3 a ` L CONp RON "'853 863.1 8 2.5 A S S GAS V g G R A S aS 864.7 C 864.3 864 864.2 863.E 863.7 HC a 8 2.9 aQ3,3 3-0. EL li 862.fi- G 64. cc ncc CP .6 _ - £C 86 GM H asa. Ss4.7 49/ 93 `MH I� :8639 4. G 2. 6 64.6 TC 8 ___ i��_D _86G.E' x 664.0 k 8T p.=g6 y1T" MPL _i( _'17" ASH c�yJ2 PINR ,rL21� 77;-"'Z ,/963.7 �"' g863. w12" CRIYB 863. g TL `c 6 4 A ^> 0SIGN 4� '` m0 } x $f`�'8fi3 /y5- E 14" PINR 6 3- ` 62.3 G 862.6 65.1 F. m p 6i}. 8 6.9 x 66.6 //�•/6� B5.5 x)6 6. x863.8 18"ASH 1 V=855.6 °Tj2E S 2-II" ELM IP" CR @! :REE 866 �,•. f AE 8 3. w�" 8 3.6 CO 663.4 0 -3 4"W I I •T/4, 3-0+ IL ', 8621 862.0'y TC �` 86 5 " I a 865 Mom/ 6 8nk 2 :,_CH5 ij�gg:5 2,x6 R / 864.t B 3.9 �x863.7 C L GA E -� _ / x i� 863.3 863.4 863.4 863.E 863.5 853.6 863.7 COL fi3.7 863.6 863.4 ° 863.9 ,.8 3.4 p 864.7 % "I xa -0 G R A S S - 863.6 COL COL COL 7C 864.3_6' ELM 862 G --- 65. *2.4� 6 I � -" g 863.5 �-- -.- 5 -� I AB 8 64.1 63. ._ 63.6 �, 1 8 FT. WOOD ° �� "� `y t $TC ni TC x T C C �Y 5.8x I863.6 86 5 x i LP - FENCE # LP `j 86 I N /5 \ g4. 65.8 864. 86 8635.19. 1.4 2-yj�g, EL q SIDEWA K EA E 14" A$ 863.5 cP -'/ EASEMENT ` CR 86 4 x .5 x 863.2 SPCG 64. DO'C. No. LF29721 x 864.2 ° 864.9 865.1 a 2' 8 PQG /(p 864 63, I :i862.� 8 2.6 \ X853.9 I 61.6 2 -- DETAIL ` \♦ g TC -: a x 864.3 /H x 864.0 26' ELM / \ �C 65.3 �y $6 2 3/ m TC PERMANENT IGHWAY EASEMENT 863.4 TO v Q 863.9 861.7 r \f x8 .4 T 64.9 x 865.N 86 ag54> 9 ,P SPCG,�io! �65, r 864.4 TO IT - _ TC r i 663.9 \ i NO SCALE m PER DOG. 0. 32752.5 m 8 .0 G 864,9 TC M LP N 'aP TC 863.E 862.E U L_ I , 2 T " 861.7 ,\ n5 G �� EDGE of � � MOWELL & p $.0 � PARKING STRIPES /64 I \ % ♦ \ ° N/ LANoscAP c a 6 FT. HAIN 0 �gg_2 a62.4 �_ 863.8 G s 6. es1.a r UTILITY EASEMENT PER \ 864.9 SPCGq ? LINK ENCE iO` '%f ° \ CB P) 65. 864, o 86 ALP TGm `_R 3.g 2' sP /h o J s .a / 861.6 / DOC. N0. 7581467 _ R 861.5 \ 864.2 C x M V, a t E i 9 865.1 A 865.7 /-i 865.8 865.8 T X 862,7 A X x 63.9 M 9.9 Q 2 � e6z. ce s6z.l O 563.1 / �s63.o' s�4o asa. B I.s ,��, (;) /r QS \, S89°57'45"W \\ 65.5 �G N n,. 866.1 863:1 Sets "}��, C TOP TOP=861. Fm a '1 662.9 / x 65.6 INV=661. 865�9 /. �' 865.9 g o S 963.0 " oQ' C _ I 0 \E ( 1 l0 ' NV=856. �: 862.9 86 .0 663.2 G 862.9 863.3 9-,.5 OG' @. / F \' S89°58'E 1 86 7 8 6 0 p�MIN0U5 863.0 x p, l x 661.5 862.�5 86 .4 ec+ 5.7 64. g 865 0 : O �� / \N V� _- 5 1 .2 / °ry 8P2.9 LP 3 II E M'-\'-2 A_ E \- _ 1 I. x 865.7 3 Z 4.0 FF � 7 �� G \�.). � 1"✓ 5• \. W;-` t. i u. x 865.E 866.2 {T'1M ELL 864.1 TEGE C. 2 e6 X GOK p 861.6 v �• 865.5 t . ?lw G .4 OOO j x 64.0 863.E o / 863.7 CB 1 865 r %'" ``1 4 5 � � i �e 8\' N• :n � _ W TC TO `L„,.3 C865.7 G LE T C ELEC 86 .6 x oa \ 66L 3 863.1(. 1' /�/ N O in N / I TOP=862.5 8 O 1 O 865.6 0=3°I6'55 - ,8 00 O - 86 4 .7 INV=855.15 C ° O U) TO R=243.83 L=13.97 �® 86 8N 62.1. \y _5 <' z _ LP TO ^¢° 8 S CG 1 �� a9y O V) ( I p O 64.8 864. V N_ .2 86 .0 I r> / \ 1 'I LP 8 A 66.1 66.5 MO ELLMOW lV 862.E ,2.1 A+ 3. L IL v f, I / I 2 z I 1 16 A H ii <> 1 G.gRG-533°OS'32"E 861.7 _ / ({j3°SPCG - 863.9 O 66,x GATE oW /s" `"-"j aa5. �� 1 z''' r - 865.8 865.5 ® 865.7 i ��MOVOELL m\ W U RCP 9T CB I - I5 \ - 5 TO E .I OWELL Q86. 86 .4- _ \\ -: EXISTING / 4r ' S TOP 862.3 I 3-4"ELM \ - - 865.6 865.6 M L \ 865.E MO MO C .n\ 8 8 / z \ `/' INV 857.8 G R A S $ �rl \ _ / TC a'> TC '0 MOWE L 865. ® 862.2 861.9 y BUILDING '°-: b U \465 1 I ! 05745 / p MOWEL _ S89 57 45 W 2/4.59 ---- ; 865.8 � 86 6362.8 zm � OX \ 865.2 862.0 'am ,/ �1 \ .� 8,- (' \ TC " �� L�,cp o LL DWELL vmro / G / ' �. / // /I 854.2 ) (S89°5$'E� / CB t9'865.9 -,ri^ 6 NPN TC 4 R0 \\ / c° x 865.6 65. \ 86 .8 MOWELL 63.5 mrn"> 14. K _ 865.9 TC 6 , : 861.9 mmm I '•' WO ELL C 862.4 a» o / L / \ / / / I / \ (� '� (`} \ \ asss i II II a I° / \ \ MOST SLY SW CORNER OF / 865.8 B �.L MNELL WELL ` T �MOWELL 862.0 OyJ\F \ LOT I, BILK. I, VELIE ADDN. / 3 W z 5j'S E` C " L` ®866. ® 862.7 861.7 2 860.1 O. PCA 865.8 MOWEL4 865.0 \ 863�8 MOWELL x 3T CB M ♦♦`♦� TO ,L (!i L \ MOWELL TC �GD 64.1 TO 6 r 1 I EBB'9 \ GGDQosg 2� M SC :.O 862.8 62.4 L8 `;y IN B�0/�60 S BC4.3 $82:6 864.`-L, ` 866.0 Be 2 -rn\ Rti 860. 864.0 O f6"mAS r S2 x 865. 862. v.h 861.E / 863.8 863.6 \� g R \ A S, `i, J x S - 8 � 86 4 DWELL .3 0. \ N rn LP MOWE L T LP F L � 866.1 - --865.9. _. -� O ELL .;�' 65:5� .._ - _- ._. rm_._.... Cg. ___' _..__ ___ _:_ ___ -864.3 __.__ __-.___ _ ,.,___.._ ____.___ _ .____., ,... ___,.__.._.._._� w.-_..__ C BB 863.5 863.0 - - - r -- -- � G I - \ TC MOY(ELL® TC 862.0 CWB wC)\ TOP=863.6 866. 86Z1^ go - INV=855.7 TC MO L 864.3\\/^ 1 q L) r- 8 gT\/ A r\ r� 1-r I W tO / ems- \ \ ♦366.6 \864. TC \ 86 .4 '21 xL_MQ116\ W \L_ L_ I LJUI I ¢o y / \ `� 864.4'8645 M� �- 866.1 866.0 6 FT. CHAIN TO \ T \h \ TC TC xg ` LINK FENCE 863.1 W z 863.6 863 8 TO I6 SP> } x 8 3.ELM kA=3 ,\863.3 TC oQ864.3 62 O.0 go LP GS �s �e LP 8630 [� LL x I Tg, x o 3 CWT $63.6 2 21 ELM �78 \ 65. \ : TC TC \ S/ `f' I•863.0 866.1 MO L\ 666. a 66`oi 862.E 63,2 c® 864.2 oa G R A S S ,p \ $%J� 864.0 \ T ro 7•I" ELM 866.1C\ \ 6\ TO 866.1 i:m\\ 86 x 9 ` - �-y� x 863.5 -�8 TC GP4 G 864.0 LINE P ALLE WITH N'LY ` -,. -�' , ` 864.E ° i ® , , WILY LINE OF TRACT C 863.5 y/ / p p 866.2\ 66. ��" \ `, 64.6 _. 5 .CHAIN 'F' S / TO ) S v7 ` N89 5/ 45 E .D 25V°O� -------- TO x LINE OF TRAC C 864.3 -�-- _ $ o /\ // 04 0o TC x866.4 E WELD \ 8 864.4 864�3 T��`INK FENCE GW 865.4 864.3 x;7Z 864. 864.5 O� O. xl6' ASH 862.4 �5 )BOX _8624-EL�A- --,56' ELM 860.9 z _-_ MH OWEL TC TC 864.1 864.E 864.3 ate, ,1 860.9 '• DE IL \ iRAd A.... TC 864.9 SE'LY LINE OF TRACT C 864.5 G �^ a 2 21 t �• y'"1 860a 860.7 F r$&8.4 -@66.7 TC 864.2 864.4„ 866. x86 %r7.4 BC7. 66. 866 7 865LP 86 . O C. 864.4 z 864.3. S =L,= 86JSH8&!,2 L LA e 65. '°e x I5" PIfJR..r35" PINR 862.5`1 Zb BOX 2J } r8`61.7 y8 260-�2,P1�v,S60g. -18" ELM TC \ \ 866. �\ A z2 ASyP WEL P T C MOST E'LY CORNER O Paq. 865.0 1 86412 I 864.2 1 °';/4"W� 1- 5" B`f�C� ' j BaX? 1 ° \ SI F1£C (I 866. UG ELEC (P) - OF TRACT C, ALSO G Q4 0 TO 864 - \ ASH $66.0 GP 65. : `'-. SE'LY COR OF Op ", 864.5 864.3 864.1 863.E ° ° ° ppp 4 FT. WIRE 867.3 MH 865.7 EL TRACT C 864:4 �xP 8C4 7 L i 8„ µ. I 864.1 864.E 864.5 864.2 �(`- 863.6 863.2. 863.1 ° ° 2.7 862.5 863 861.0 \ P \ 864.9 .: 86 .Q:': 7C i'CG TC WV HYD t �8`6i4 ° FT. WIRE -'Z'N ° FENCE 866.5 866.1 14.1 '-. TC x PARKING STRIPES .FENCE ZI' BAS 865.E ; • 864.2 864.0 86 864.7 I" AS 8C \4 856.6 9 B7.1 mq, GP .: •� '•TC ,C CB �.,� , LP \44 666.8 866.t^ �� /0, SE'LY LINE. OF TRACT 864.1 865 I TOP=863.3 866:6 g 4 �\ S TC 0866.3 .: \)` 865.E - C-RES. NOt;595 864.E TO M INV=856.55 # �61.9 y Tc TC CA G 867.3 x MOWELL 5 M 864.4 �� MH 864.1 TO. H6 a .i / 864.7 864.3 864.0 863.8 863.6 63.5 863.2� 862.8 862.6 �p HyR 70 866.2 x x 863.9 8 x \ O°Zi TC 866.0 96 .6::'� Cv_B'�t/ 5 ?0 TOP=B .2 GP. g H TO TC TO TO TO TC TC. TC TO I 8C6.7 W .� F 866.4 x865.9 x865. / IfJV-98945 15" RCP 5T - .` N' 8 4.8 ASM 8 3 G` Cp tt 86 .6 PGA CS CP F <� s i�X2 (� N 5 a. rG ` s s j yt 5 sTsp 1s" ASH i 866.6 \T \ 64 9 MH 864.2 865.3' O S T864. / TOP= 63.7 64.6 Z Oy TC - TC866. E $653 ��' NV=8 4.65 TC 41 86 9-' � y WV yS� 86 64.7 OG 86 .J 8 44TC �•:., / \. v 866.E TC x x8 75 7. • '866.2 : 65.2 ,BE4.3 :. 6 5. •:. C 64. -. E866.4 SIGN•. 1 � � gC21g /5""CP 861.7 ° 862i I �8'60,2 STS I *LP r 5-12" ELM RE 2 ELM S WV 7.0• 7.1 65.4 0 h \ CB F NCE 866.5 2 6.6 . I �E LP TC : , 00 96 ' 0 aE ' ems+ ti / 70P=858 12 .A HYD \�--'�-\ T 6 65.2 -� . ' TCS 0 25'p ,N O B 1 T U M I N 0 U S \ INV=858.7 8C2 5"`x''g�2.5 `a-12" ELM 866.5 TC < 1 866. 64.5 864 4 �^). WV c ! A ••8C7.1 LP �� .. 8C6..may 8 .566.IS?o ` \ 7 �� \ 66.6 f\'� ' 6 9 y.•.86 2 6 3 864.5 � � � e'si 866.E `g 8 0 864.9 �?o2'c9 8 .I 6S\ 64.9 864.8 I ur-i `/ti ' 8C2.6 IS"ASH I (i 66 3 C $fi .4 LP ' •P d ' } m 143.7 - o ' LEGEND Tc sss f° o s .o �s ' ,I u1 1 - z O 1 1 a s c n 7. s H e o x G x asss e� 2 \ vu, m° ss.o.%' �• ss.l G a• s . \ry? I < � s LOG \ S s 86 4 8' 4.8 65.7 �� F a (A) Denotes abstract ass.3' sss sBs bah a o I Bs2 x •2 s6.2 x6 8P4.5 'roiC: ;':i.,p s� \ o ' ro AC Denotes air conditioner va T 3 H6 L - 866. • .. - TL`� '�� "868:0 L m BE Denotes building entrance elevation 56 I p 66.4 �e P� ' TC 8658 64.9 64.1' xy`q O HCR 9S p x 'S T I x 859.3 < TC 2° i CT\ `; ytzs ' 0 0 8a2.8 BTL Denotes beaver tail curb elevation \ W \ as;e9� e6s.z os 6 . c A, R 5 .- / 3 13"Iedx CB Denotes catch basin W F 6 r C o� T � .` 'c98 .0 V. k O.O x S TC S'd .,. 861.9 / CDS Denotes civil defense siren \ \w� A TR SLP ,-5 5 G 86 TC 02P 65• G 6 6 3 427 5 5. F LP ��' - a 6 .9 864.7 865.4 O F F 6 2.8 TT x�58.8 x B66.0 865. ys 64.3 fT q- T O, , ' 864 I ¢ ASH B F . x 859.1 CMP Denotes corrugated metal pipe 8y TC 8R S SaS 6 S S 0 5, WIRE \ s y ?,G, 864.e, 0 6a.7 h P , 6' COL Denotes column \ P s.9 ro 2 TC u> G 665.2 eo : a 865.6 a �oP=861 / ENOE SC5.9 aC6.2 0,°' 666.1 TC G0e'00\ i^S-4+ 6 3 0 \ ' s 865:fi CRa50° I NK=959.5 'CWB Denotes concrete wall base elevation 4� � Bfi .I O 9'Y q S E65.0 GP O � R o B I T U M f N O U S � 862.4\ x860.8 08r$, b "\3.�.yC 864.E sx864. .��C 8p5 .+-• GP g y9 3,gpBTRANS ,., E �� 5 FT. CHAIN CWT Denotes concrete Wall top elevation �� SSS 865.8 sx S 65.6 Lp�p LP 49 V SAP 865.0';, e G 864.7 gyp• GP OG cd6S ; x ObNN 56.4 L6 FT. CHAIN INK FENCE LINK FENCE °862.7 1� 864.8 863.0 r" EM Denotes electric meter Jc s // as4.a o o s c ss.9 o aa5" z' .L 2° ASH x861:4 CS) _,> -c __ - s y11 N9, b 6,T65 0 ,a O B 5.3 TC �'864.9 x 864.8 864.fi 8 4 864.2 864.0 863.8 863.6 8 3.5 863.2 863.5 862.9 882.8 4 1.8 \ 865.9 O 6 F TC a` R • yP P c+ O - 864.7 Fg EMH Denotes electric manhole S 9�%} q� y0 T s; @ 865.4 gg5,g 6- 4.8 TC TO --TC TO TC TC TC T TC 7 ,ELM TC 2-12"ETA z f ,-59 .,y1 . 64.3 60,?.TC TC " OX \'15_.I;LM V, P 8 6.I gg 865.E N \ G 8 5.4 p san 852.6 S 863.0 \. ;y" L 0 s s 1 P• TT' "`'--8a3 Sfi4-0 TC N -G 862.9 EO Denotes electric outlet Fr M o s ryry a,♦ate e a s �Md s sea_ 4 F` m 9ry. l>q, y\l R .\ O 865 ELM `x`g^ ELM �=f To 8 3.0 863. 863.1 863. 863.863. T 862.8 FCP Denotes fuel cap os a3- N d° ? °- P 8656 TC 9 b gg O kh ¢648 C`,S y'\ PG N`� 3 O INV=86862.4 ay {TS 5.6 6 o yal- 7C \ tj g °' R \ 8C5.2 �, y BT ^` 7^-'-! 862.7 x �-\ r TC TC TC TC TC I-Q FF Denotes first floor elevation yr rc' p os eta• 53° o.: , gyp. 669 86' 863.6 \ \ �9 •y d g„ 5 >9 x865.5 TS `<e' 86 .8 863. 6° x862.5 86 2 9 FT. CHAIN FH Denotes fire hookup /,om M� �y^� 6fi6.6 55 x?-'• Sr`OP '� `l-' 664. �� G 862.9 / D jDvC LINK FENCE P 865.7 i Q 2oq B .IL \ \G 6(i.5 • : ' /�s S \ 865.2 86 Op STS 863.0 FOL Denotes fiber optic line FP Denotes flag pole 55 O PS@d 8 LA 65.3 b i°S Jd g xg62.7 863 s F 3 \ 862.3 / S Q' h s 5 °` 862.8 x 662.5\,y x t862.2 O U T', 0 8 6. .'' J'jr° �S F, \ -= N55°26'39 E c.• / \/ EMH z B % U M t N 883.8 864.0 FW Denotes face of walk elevation as . \y R° ,� zzoo xg64.6 64.9 Q as 2 x862.5 TO -861.6 a64.y 6 P9 ; \RS`°° 865.3 6S \- IN`/F 860.5 862.5 862.5 863.6 TC / 8 FT. WOOD G Denotes utter elevation CB 7 -8652 TL ; y.ry9 \ d 6 x8658 5. 5 x 6 6.0 J 863.3 x862.4 a. \ 863.5 g TOP=864.8 \ 6 O�' F px' t / 862.8 863. g \ \ r,.(�"/ GAS V Denotes as valve wV=861.o Ngg-861.g5 64. 865.5 s6@6 g 6 8 5.6Q J Op 865. 7C Gry' I 0'6 FENCE g EMgH x 65.5 TL O C \a°' y0� O. 86 .I 06 G1 . ' \ \ �' 862.4 863.5 / 5 O• e° 86fi. e,P P EG :.. • •... • • 6` O \ a� 863.2 GM Denotes gas meter o Gp 51 8655 T65 T65. �C� 2S Cq0 �E6 Og0 QG 6V .'.: x865.2 / B/ JS L6 ( 863.3 \ V\ 62.3 862. 863.3 863.6 864.0 (,t GMH Denotes gas manhole o ?o ya TO rF �� e y9 k„ G'• 3 RD ZQ \ 862.0 T� o GP Denotes uard ost �`b �" R E:� TG\s3.3 xaszs \ ' p L 0 865.1 865.6 /i V O 6j 9 P a 65.8 5.6 GW Denotes u wire m°o Be— as3s VT ` 4.8 ti B 2j \ `i ` ,� 863.2 HCR Denotes 9andicap ramp ® Rs G `ems a6. 6k��6�� `sJ3 T TC 37 `Qss /> \ sea Bs3.2 C�J7 J / 86 ^ 863.0 863.2 HCS Denotes handicap sign x865.4� `'� -BTL O,Lq,`�,5\`9 x8656 x665.i (/ x864.6 O `9 8gg4.i P 9 / - \ 6¢ 1•' 2 5 O 862.8 G d \ 86L9 : ': .: � 63.0 863.4 HH Denotes hand hole � '`� "a:7 s .`��5 x865.5 / \ S863.3 xg62.7 �- Tp � xss s ,�, , ass.s 4 3.a c� \::';;: •,: ;,: asz.s HYD Denotes fire hydrant oy% \ ° \ I 63.4 ' � asz.a asz.b INV Denotes structure invert elevation 'y ° 5 \ J O 863. RC3 Z�� 7 x665.3 865.3 865 i CB 0 SS6 M 865.5 B - . L `<" / TOP=86 4 dSS F`NO / _ S 6' INV=860`@ \•7 - - 8�2.9 LA Denotes landscaping ___ _ _ .__ _. _ .__ - - .. s'� _. _ �. s5.2 aM:2 tip'€,\yq� _ T - xgs4s Tc � � \ � TC �.. S x � -.. 865.4 864. \ -,, LP Denotes light pole si TC L C}4865.4 G • 865.1 G 3.4 662.E \ 863.2 \ xe/ I 862. �862.4 662.5 62.9 / 653.3 86 MH Denotes manhole m 8fi4.6 865 aC '9 , q°� 2/ �/I \a6/, T 863.2 MOWELL Denotes monitor well 865.1 e 4 a He RD r .� 6 863.0 86. (P) Denotes per plan/not field verified yr 5 Tq \ s65.2 OG pG x854.6 864 6 xa63.1 63.6 PP Denotes power pole / 865.0 855.4 qy s 864.z m Tc \ �ry 5� F� o Vasz.z asz.7 as3.4 PVC Denotes chloride e 864.8 \ M ��P°y� ass �� 'a asz.7 \ 6 3 eb, N o \� s3.9 polyvinyl P P 6-7 s o 9 I RCP Denotes reinforced concrete pipe � asa.a Tc a6a.7 � � !� 3, 63.0 863.3 RD � N � rc P P ° Tc \ 86\2 3 RD Denotes roof drain of rns gsFy 863.9 O \ 1 x863.1 SAN S Denotes sanitary sewer ® as4soPF ��o a �� s.o CB s \ as2.6 \ �� \ 1Ca-6 63.6 86 .2 TO �` 8 x864.6 TOP=863.55 \ \$l .•R•••. ••••••. -•-••: 861.6 863.1 ST S Denotes storm sewer � - \'t�c.Sj• °° 864. L'p / INV=861.45 #g64.0 863.9 8 .6 g 863.2 � � �� (T) Denotes Torrens 864.7 oTS•°�G°P a65.z Ta <ye 3, T`o$ 861. rc 862.3 •„_ 1:.• 863.0 \ l� F� \ �' F wv gso. \ elevation STC Denotes top of surmountable curb lT s 861.6 s64e / Ss6. 8 5 ; sT 862.s 863.0 6 G S� \ ` 862.4 62.6 353.9 o s -••• . - %3.0 TB Denotes telephone box .asa.7 x 4.6 0' v` P ® 3.0 0•* b OHO 86 62.3 63.2 863.7 TC R° /. 663.9 „ gG 863.0 862.9 2 �N. � TC TC Denotes top of concrete curb elevation \ \ vj % P ®8fi2.9 : To gg2g �00� O \i, �� 863.3\ 862.7 B 8 TCBOX Denotes traffic control box 864.5 N c� s5 s p ;� 663- oGP ? TC �P •,' �� e62.7 y TC GP O GP Bell 31 "'g � \ 862 8y2\\ T l5 RC 864.4 / q TICS Denotes traffic control sign `f \ ��y°q 2 STS CB x863.9 TC a6_�-a / xo®862.7 863.0 TO @1 �N� 863.3 �\ 862.3 863.'. TL Denotes traffic light a x A as4.4 G .o s as3s ZLL xx TOP-863.6 833.6 862.7 oGP : TC / .11 V 861.0 d' 8624 g O y 63.5 NV=860.9 gB GP®8C.6 n/- 'IS TC TMH Denotes telephone manhole e m�9 6 'S ce B a' �� esa.a ° ° aszs J xaszs TRANS Denotes transformer a MP as3.z cp p,6 c asz/ es3.7 P �sF s as3.s try' Tc % e / �G /' 6 P y 86z 5 6 .4 864.1 '� x { \-O E� 6�' 863.7 -9 T,r S 862.7 Tp C ' \ \ _ C \ y,.OF ,tc�,. 864. 8 iC • MF] 89J' y �62.2 TC 862.4 .: \ • 862 TNH Denotes top of top nut of fire hydrant ® ass \ o♦aE� G��o�' :'' s3.a 863.3 : :-N9y¢8 i'os 0 662.6' 862.7 UG ELEC Denotes underground electric rem , \ a�R \.y P 64.4 a Tc Tc .e O' 862 \ TC 62.3 0 S 63.2 863.3 TC g - ' oo Pi '\ a626��C G UG TELE Denotes underground telephone �" 5 \o\ 864.3' e 4P tE yL 62.8 9 P o Osd g 64.3 l` 86A 4 E a46 63.9 CONCRETE G oS?9ZG TC x 61.9 UGC Denotes underground communications•, asa. 8sa.a J3 TC WALL 862.3 0 R x 86 2 TC , : 863 9 x 863.4 Q U S °. CWB 62 86 .8 862.6 \ B 863.2 �\\ \ 7C 86 ' 64.3 :' TC .... .... .... .... .: ...�.).. T. U-IM I N CWBa- T a6 •� y� 862 I Baud -. VCP Denotes vitrified clay pipe gg3.g \ r ssl.z afi2.z VP Denotes vent pipe - ;Ag , C 863.7 862. ' as2s W Denotes water Tine e�$ Tc3.9 " , ;'QNe e� e esz. x8626 rc a FT. wood �\ •� e 5 Tc r :; 862.a WV Denotes water valve s •z s3.7 'x1863.0 cwe ; Ga6so 862.8 �2 TO 862.8 FENCE RA 8 LP CWB 864.9 .,G . 862 / 862 882.4 WWB Denotes wood wall base elevation 86 'I I es2s ass6 ass. as .a S S 863.2 sC TO S34 E Denotes bearing basis per Document x8636 ;,'CWB cwr r s6 s / A n" TO ( ) 9 P �„ Oy 6 865 286,5.2 ' . x 865.2 CW '\ B TG� \ < 2 F 662.7 Now ° 864.0 863.7 CWB 'SO TC gg d' y 863.0 lJ \ TC H x 863.5 '...•' :..' •' 862.8 »t CWB T P 61.7 862.7 \ Q p-� _o n� 6 FT. CHAIN CWg 64.8 CB �V 860 x S YtYfJ-j, BAS Denotes BaSSWOOd tree - -8 LINK FENCE g 22" MPL TOP= 4.9 86'S 862 C -5 862.8 / '9a`T9 N-" 8C2- 863,8 855.4 INV 6075 '2J'- 86 '8 TC 863 4 WB 865.3 CWT BOX Denotes Boxwood tree - \ 3 863.6863.3 LP 863.0 ALP' 8C5. 2.5 O�. - \ \ 9 6 FT. CHAIN 863.8 x 863.9 4, 865.5 x, G. ° 8 .8 G / A \ LINK FENCE CRAB Denotes Crabapple tree - - TC ti\863.8 863.6 633 TO 863.6 Gp� 662.6 TC 865.3 -12 5 / 865. T 862.8 S 9S fq / TC 863.8 963. 862.9 .i CB y\ „j 5 ORYa' CWT 662.7 y / \ FOP HACK Denotes Hockberry tree q e Be-.l gg3. ;T s . asz. \ 0 862.7 'y r TC 63.8 • • • •; , •, EM WDGD CWB m„ 862. SANITARY SEWER -9 MPL Denotes Maple tree B 3.8 /i\ N BTL - n NV- 0 5 m 'A BTL h � TC -o TE .PINR Denotes Red Pine tree wA�q TC 8636100 (n x863. gTL 862.6 662.3 B 5 s BUILOSNG N sN 6 _Gp-__ R1H 7 a h' G .. .............. EASEMENT PER DOC..........''\\.\\... (0 ...-. �. ,+-. 863.4 - ......... 86.3,8................ .... 8 07 ..... OT ..... g650� s /� 867.7 ;z,6. 86 7 SI79565' 862.7 TOP=8S2.41.`.N.......63.V. TOP-8 RO Denotes Russian Olive tree `I'a �9SS\ G 8636 TO 131 INV- 4•.. I CWB„••„-• �BEC.•........... �Cg- 86 .I y 6g3.6 863. 4- T0P= 6+ h• •••• •••^ SPCG Denotes Colorado Green Spruce tree a .7 asks g sa CWB oe',e 63. TC •�0,�2 863.9-863.7- 863. 86 .4 865.5 865.5 INV-861. H 8 9'C\C,4' TR Denotes deciduous tree 863.5 / 6 .9 FP TC B 86a.9 855. 28 2.9 . / 863,5 9 m> TC si TL 863.J e6 .4 '(5 C TC CWT C NG 86 53.6 UT` -A-A- Denotes restricted access p Bell 5 865.8 665J 652. 5P 5 862.6 z 8 .6 t1 b�3\TC 862.5 62.7 TC oW TC CWg ; yS - 8�', 663. e8 .0 8 .0 C \ 863. 862.3 `S H - x 565.9 8 '9 662.9 6 86 .9 863.9 864.4 863.5 tL` 9 865.6 865.3 862.8 T x r' HYD v 863.5 663.6y TC 61.7 G'9 662.6 862.9, 865.5 CW WB MH 862.E 862.7 TRANS 86 . _ ,Y ( tt S T HCS TOP- 624 xe6 7 63g ?P TO 6p"'S y MH 00 (n 9 E65,8 865.2 863.0 INV 0 as 8628 O 863.5 W 42 MPL ' G i5T8fi1.8 ��`�j.- TC LP* 863. 362.9 P® Cp '9 8 C W 863.0 86.3: yQ�\ . 863.2 62.8 CB '// '(: •860 865.5 I144 y'L �-,. 'o 863.4 NOTES �Vl \ TC S O L O A(S CS HCS OC, SZE 865.4 8660-CONCRETE 6 6G 62.9 : q-g c 62.9 S AF/ye62.8 (`, 865.5 cR CWB 4 AS CP � TC J 863. •. / 664.4 AQ�2o 862.5 F G `.`' 86. 1 PL NTER ,n�„C 562,8 x y x8643 i) .3 862.2 - 63.2 8 CWB TO 'i 863.0 p a 1..) Location and sizes of underground utilities shown hereon are approximate only and are shown _ e62s 865.z ssas s4.1 cwg asz.a $�2'a ` i 8@3.1, CWB CWB g 863.3 TO 863. I Mf)Lt6- q, "-�` +13" MPL > used on field location of Visible fixtures in combination with available data provided b various 863, s as3o s3.o 104.30 S55 864.5 ,� caY tF/a�P :862.g 663.3 i.:........ .. 32 °. � < ........... . P Y is \ a .... L .sz:s' 85a.z.....fis:iRD.. ti.. o °s' FH TC .... ...... ..86.......... yt WB O TC 63.0 863• x 863.4 _ sources. Some underground utility locations are shown as marked onsite by those utility MH 8632 8 L g52.q ; B ry' g7, s.: cM Is' �L TOP=863.6 .1 5 MH : - %t / 86 HYD 863.9 863.5 companies whose locators responded to our Gopher State One Call, ticket number 66769. Utilities Nv=as6s 5 s .l s 3.3 863.9 TC GP 863.1 o o •� aWT3 8C3'4 63.3 - TC Vi ('ll shown are dependent on the completeness and accuracy of data provided. No additional e as3.a m s29 ss.a o _ 563.8 ly C 86 . <'F`oy .2 \ L 8@2:8 WB >/ :\ 863.0 WV TG 863.2 7C �'•I information has been obtained regarding the location of underground telephone lines. Other ce �'oP�90 62.8 _ 62.6 '• 06yry 865.4 a '• � es3.1 Cn° underground utilities of which we are unaware may exist. Verify all utilities critical to construction roP=is2s ; 2 oe Tc as2s 863.0 c� CWg BL o�K gg, a Lp or design, F 5. ss3.l GP �� INV=857.. � rrF,�, 862.4 cwe ry �; BUILDING' 863 9 x OOAF SS� • •• 60y\`a I CW73 CWB METAL i 8 63.0 863.6 ' •. , '.. 863.1 p'A v 63.1 O g ry :•i 862. x` L 62. � NCRETE RAIL /1 TC \ TEPS 863.2 C 863.0 2.) Contact GOPHER STATE ONE CALL of 651-454-0002 for precise onsite location of utilities ` ,® 962Tc� \ �0�9< 625 3', $ , �asz.a 865:0 . 865.3 cwe s6� 1� l9. f'P 864.4• fi3.7 prior t0 any excavation. TC 62.8 0hi' 662.a66ry� \�0 860. N6� CWB • �� 862.5 \ T 8C3.8 J <> / 862.x 62.8 8fa[�.5 ......`1862.7 62,8 CWB C64 4 N ' (,� . S CW 9 ....... 62. ^..... - _ .. 863.6 t` G 143.7 3.) First American Title Insurance Company ALTA Commitment No. NCS-120796-MPLS, effective �� 862.5-' G TC N Tq cwe eo' 0 • 8s2. y� as 1 date September 8, 2004, was relied upon as to matters of record regarding Lot I, Block I, BRI \\ e \ y NOT ANCENr asza asz s Ti 863.5 : (� 1 As MAR ADDITION. 862.8 sz C cwg N �C� 7C TC ,3,. 62.9 0 eo' .S,�OR \�� o ° 8C' DESCRIPTION OF PROPERTY SURVEYED o 862.9 ___.._ __ ._ �__. - / 863. t} 85 .6 863.2 • -. ,.._.__.. _.. _. _ ._ _ t,}�_...3 .�> _ '. _. �'____625-.._._'862.6W6. ._�A-._.. \�_ O 4.) We did not have the benefit of current title work covering Lot 2, Block I, BRI MAR ADDITION cP 8A3 � L �. - 61.4 R SS CONCRETE 86 . /9•Ii P ,4 T6P=862 1 and Lot I, Block I, CHRYSLER REALTY ADDITION. Easements; appurtenances, and encumbrances Lots I and 2, Block I, BRI MAR ADDITION ® �-66z2'' � 2• c e, ALL �63� 8 i 662.5 INV=85895 _� 863.4 affecting said property may exist in addition to those shown hereon, This survey is subject to TO \ \� L �� sz. X D' -.8 863.4 8 FT. WOOD ° 61.7 6�3 L 862.7I�1 i9 862.6 •-• �63.0 863.6 FENCE reVlSlOn upon receipt of a current title insurance commitment Or attorneys title opinion. AND �® 6H3• 862 3 � TO \ F 62.9 862.4 •• SCON TEPS ETE fie,<% a62.6 ` TO Lot 1, Block I, CHRYSLER REALTY ADDITION 862.0 \ 0 6 s off° ;. I es3.e 5.) The subject property lies within Zone X, (areas determined to be outside the 0.2% annual Tcs fl61 B ms �� 6z6 62.3 uG E8fi24 3 yP i g 25 chance floodplain), per the National Flood Insurance Program, Flood Insurance Rate Map No. All according to the recorded plats thereof, 61J . `e62.3 863.2 863.6 27053CO204E, dated September 2, 2004. 9 P TC TC ....: 862.3 i.... ........................ .....882. .....�863h....... ........,,/...... Hennepin County, Minnesota. ® a61.7 e P e TC \ s9 863.0 862.E 662.4 .. 862, x �: : :....°.• .. 862.6 863.4 6.) A portion of the property is subject to covenants, conditions, restrictions and provisions, NOTE: Portions of the above described 861. \� TG gg2.g 862. rc as3.xa zq" including right to re-enter, and forfeiture of title upon default, as contained in Quit Claim Deed r wv esis �ifl a TO 8cz'9 'y s6z.7 TG / 863.8 property are Registered Property. ` \ oa x8623 862.5 dated November 8, 2001, filed November 9, 2001, as Doc. No. 3457155. �s.� sl.l as2s 862.3' 862.7 863.2 TO TC862.8 862.3 LP 861.2 _ , 862.2LP 8C2 9 �'862.7 ; 862.3 ° \ 8C3 3 x 8/63.9 7.) No drainage &utility easements were dedicated in the plat of BRI MAR ADDITION. is \ 2S �8� 86%'3LP 562 MOSYS'LY75W 8CORNER h 862.6 862a 863.0 :: .: •': �'/• -' % 862 9 884.2 -••' 8.) Areas: e62 c - HHi-9 860.E '�9l� 60 2y '8 .9 OF LOT 1, SILK. i, VELIE TC 863.1 • • x / TO �/ ADDN. 8628 \ 863.1 8 FT. WOOD ' Gross = 639,956 square feet Or 14.691 acres �° <'P d UTILITY EASEMENT PER DpC. N0. 863.3 �3. E CE asos -p of 8 I g 7581467 (SEE EASEMEAf D�TAIQ TC x \ j,0 Net (excludes right of way in the northwest corner of the subject property) = 639,720 cq a C �, G 'Elm 62.3 IS3862.2 TRANS 862.8 TO 9 K 1 L1 0 863.7 square feet or 14.686 acres uA �� 860.5 F `� _ o a5,T B" W N JO x _ g \ 861.7 PH 8 Oph\ TC E `8 0.0 $61.6 NS GAS 9.) Survey coordinate and bearing basis: Hennepin County Coordinate System n yL,85s.2 as $8.L a6 . e / u a5ao _ - " yp 0<, 85 TL 861.0 EMH �TR�NS\x S62•I S89 5745 W 2/4.59 = �\ a S TC 9. 8 561.4 861.6 862.9 10.) BENCHMARK MH 59.9 'oo C9 859. x Eafi TRANS x862.2 TOP=854.9 d 59.0 8.9 MFi� 661.2 \ x 862.5 (Per City of Brooklyn Center Engineering Department) Nv=s54.4 'a TO pg , 858.4 856.7 \x X 861.3 859.9 .859.4 EMH \ 1 x 862.5 We hereby certify that this is a true and correct TC8592 ' HCR TC ase� 1 861.0 x862.6 Top of top nut of fire hydrant west side of Brooklyn Boulevard, at Randy lten Chevrolet. representation of a survey of the boundaries of P TOP=859.8 ce TC � x85 .3 aso.4 s FT. GRAN Elevation = 867.32 feet the land above described and of the location of y °y INV=554.6 859.585f6 6 7 9\ xBss.a�= X��r '�� E \ all buildings, if any, from or on said land. /\5S EMHx \ 858.5\ as7.a TO x859. 86 8C 4 SC9.3 859.0 CB 553.0 TO 858. '- . �x 860.4 Dated this 859.0 CB STC 858.2 12th day of November, 2004 asa.6 TO NTOP=857.5 a579 SUP TCS 858. CB 85 1 858.6 AINV=851.4 STC 859.0 SUNDE LAND SURVEYING, LLC. s58.1 TC 858.E \ � 858.5 CB STC 856.1 CB x 858.7 �i x 858.3 _Q TOP=858 8 x 858.6 FCP INV=855.7 La858 By: -; ,-- -_ ----------------- Scott J. Soukup, ,L.S, Minn. Reg. No. 17256 Revision B., I Dote Drawing Tit/e.� , B001111 1RY, LOCATION, TOPOGRAPHIC �: -�d UTILITY SURVEY FOR THE LUTHER COMPANY LIMITED PAPTNERSH/P Date: 1111212004 ' Project: 2000-054-LC Drawing: 40 0 40 80 .anal Surveying, �.LC. 9001 East Bloomington Freeway (35W)• Suite IIS 2000054LCI.dwg Bloomington, Minnesota 55420-3435 Business: SCALE IN FEET 952-881'-2455 • FAX: 952-888-9526 Sheet: IOIf I TO8637 NV 5745 863. _ x a /125158 575 / 6 858 8\ 858.3 C7.5 STC STC 858.5 857. 858.1 STC 857.4 TO TO 858.4 857.5 _ CB TO STCB STCO 1N TE S TA TE NO. 94 I I By Brooklyn Center Plan g Commisslo@ _n > SEE 2 9 2005 CITY 0 F HQI"OKI Y" CENT(n '54-1 C 4Q7 /91 T 1 10 R `)I c z4 9nnnnFal r I .6.,.. -ID /TI C /CHAT /TI C /CHAT L . G Z BROOKLYN K MINNESOTA 9 KA y of Brooklyn Center reatplace to start.A great place to stay CO6301 Shingle Creek Parkway QBrooklyn Center, Minnesota55430 _CP • SHEET DESCRIPTION 6 9 TH AVE. NO. C-001 CIVIL TITLE SHEET A C-101 EXISTING CONDITIONS PLAN SITE C-102 DEMOLITION PLAN C-103 OVERALL PRELIMINARY SITE PLAN INTERSTATE N 0. 94 C-104 OVERALL PRELIMINARY CRADING AND UTILITY PLAN C-105 PRELIMINARY PLAT (NOT ISSUED) '\ C-601 ENLARGED SITE, GRADING, AND UTILITY PLAN (NORTH) C-602 ENLARGED SITE, GRADING, AND UTILITY PLAN (SOUTH) E-101 PRELIMINARY LIGHTING PLAN L-101 PRELIMINARY LANDSCAPE PLAN REM ABBREVIATIONS MODRAWING SYMBOLS 9MUTILITY SYMBOLS SITE/UTILITY CONTACTS IMMMM77777M FAM BENCHMARK INSUL. Insulation SYMBOL DESCRIPTION SYMBOL DESCRIPTION (PER CITY OF BROOKLYN CENTER ENGINEERING DEPARTMENT) D Angle INV. Invert Elevation CU26INLET COMPANY/SERVICE ADDRESS CONTACTS & And JT. Joint ':-12"5T5—>>STORM SEWER TOP OF TOP NUT OF FIRE HYDRANT WEST SIDE OF BROOKLYN @ At NOTE REFERENCE zlvenvL 100 YR. 100 Year Flood Elevation L.F. Lrneal Feet BOULEVARD, AT RANDY KEN CHEVROLET. o:—B"SAN—>— SANITARY SEWER -WASTE L.P. Low Point /Liquid Petroleum ELEVATION = 867.32 FEET 'i A.B. Anchor Bolt PLANNING 6301 SHINGLE CREEK RON WARREN A.D. Area Drain LB. Pound 15 PARKING STALL COUNT ag-6"FM—>— FORCE MAIN DEPARTMENT PKWY (763) 569-3300 TELE / LONG. Longitu A C Am Conditionsq Unit LGU Local Government Unit 1 dnal ROOF DRAIN SYSTEM 15ex O EXISTING PARKING STALL COUNT - 6"RD—»— CITY OF BROOKLYN BROOKLYN CENTER, MN (763) 569-3360 FAX ADD. Addendum •_ifs ADDL. Additranal LT, Lxpht / Lightnq rare VALVE CENTER 55430 ADJ. Adjacent / Adjust MA5. Masonry ce LARGE SHEET DETAIL �6"WTR� WATERMAIN ENGINEERING 6301 SHINGLE CREEK TODD BLOMSTROM v - m MAS. Masonry C7.3 NYo DEPARTMENT PKWY 763 569-3340 TELE EXISTING LEGAL DESCRIPTION AHU Alt Alternate Unit MATL. Material —6"F� FIRE LINE (IF SEPARATE) ( ) ALT. Alternate MAX. Maximum vIv CITY OF BROOKLYN BROOKLYN CENTER, MN (763) 569-3494 FAX REVISIONS ALUM. Aluminum C21 COORDINATE POINT LOTS I AND 2, BLOCK I, BRI MAR ADDITION ANOD. Anodized MECH Hachette'. - BLoc. FIRE DEPARTMENT CONNECTION CENTER 55430 �.a APPROX. Approximate NEC).Medium NO. DATE DESCRIPTION PP DOMESTIC WATER SERVICE BUILDING DEPARTMENT 6301 SHINGLE CREEK LARRY MARTIN AND ARCH Architect Architectural MFR. Manufacturer 2 REVISION - ADD.,BULLETIN, ETC are vnLve CITY OF BROOKLYN ( ) / size, Trv� PKWY 763 569-3478 TELE AUTO. Automatic MH Manhole ..-..,y �� CULVERT & END SECTION CENTER BROOKLYN CENTER, MN (763) 569-3360 FAX LOT I, BLOCK I, CHRYSLER REALTY ADDITION AVG. Average MIN. Minimum / Minute ,. B.C. Back of Curb MISC. Miscellaneous - REVISED AREA (THIS ISSUE) —4"G GAS LINE 55430 ^ D.M. Benchmark MNDOT Minnesota Department Of Transportation c.o 6301 SHINGLE CREEK ALL ACCORDING TO THE RECORDED PLATS THEREOF, HENNEPIN COUNTY, MOP Module Modular a 4"550 SOIL 5UBDRAIN FIRE DEPARTMENT B/W Bottom of Wolf / �z.-1"`""-'� PKWY MINNESOTA. / I'lui Mwllion CITY OF BROOKLYN (763) 503-3160 1ELE BFE Basement Floor Elevation N. North OE ELECTRIC -OVERHEAD CENTER BROOKLYN CENTER, MN (763) 569-3360 FAX Q j BIT Bituminous (Aspholtc) - 55430 NOTE: PORTIONS OF THE ABOVE DESCRIBED PROPERTY ARE N.I.C. Not In Contract BLDG Buildinq —ELEC ELECTRIC -UNDERGROUND REGISTERED PROPERTY. 65MT. Basement NO. OR # Number ELECTRIC BOB TORRES C,F. Cubic Feet NON Nominal 763 4q3-1671 TELE C.F.S. Cubs Feet Per Second NTS Not to Scale OT TELEPHONE -OVERHEAD XCEL ENERGY MAPLE GROVEL MN LN ( )rA C.G. Corner Guard NWE Normal Water Elevation - - UGT - - - - 55369 TELEPHONE -UNDERGROUND C.J. Control JointNWL Normal Water Level LAWN SPRINKLER SLEEVE PROPOSED LEGAL DESCRIPTION O.C. On Center _ _ =L55 = - - GAS 700 WEST LINDEN I C.L. Centering DENISE 1-445 N O.D. outside Dimension SITE SYMBOLS 612 321-4485 TELE C.M.U. Concrete Masonry Unit - CENTERPOINT AVENUE ( ) OH, Overhead Electric 612 41aI-4cI5O CELL j C.O. Cieonout LOTS I AND 2, BLOCK I, BPI MAR SECOND ADDITION C.O.E. U.S. Army Corps Of Eni veers OH. Ordinary ENERGY/ MINNEGASCO MINNEAPOLIS, MN 55440 ( ) C.Y. Cubic Yords OPNC. Orenngy High Water Level EXISTING NEW DESCRIPTION AND CB Catch Basin P TELEPHONE 2600 WAYZETA BLVD. PON AMEY ` CBMH Catch Basin ManholeOPIC612 381-5567 TELE GEM. Cement P.C. Paint of Curvature QWEST ROOM 300 ( ) LOT I, BLOCK I, CHRYSLER REALTY ADDITION CIP Cost Iron Pipe P.I. Pont of Intersection - z �-iza �/ CONTOUR CMP Corruqated Metal Pipe PIV Post Indicator Valve MINNEAPOLIS, MN 55405 612 381-5571 FAX CONIC, Concrete (Portland) P.L. OR P/L P.11, or P/I Property Line _ e 123.4 SPOT ELEVATION �T� HENNEPIN COUNTY, MINNESOTA CONN. Connection P.O.B. Point of Begnnnq ® BUILDING SUR V L' Y SYMBOLS CON5T. Construction P.5•1e• Pounds Per Square Foot CONT. Continuous P.S.I. Pounds Per Square Inch UNDERGROUND STRUCTURE DENOTES 1/2 INCH BY 18 INCH IRON MONUMENT P.T. Pont of Tangency CONTR. Contractor P.V.C. Pont of Vertical Curvature RAILROAD SET AND CAPPED WITH A PLASTIC CAP DEVFiLOPER COP. Copper P.V.I. Pont of Vertical Intersection -' - STAMPED LAND CORNER 17765. CITY + �''�/ —{'''� CU, Cubic P.V.T. Pont of Vertical Tangency CONCRETE C1 1 I SUBMI 1 1 AL D.S. Down Spout PE polyethylene MOTORS MANAGEMENT CARP, DEC. DegreeR'° "..-r,l BITUMINOUS PAVING DENOTES FOUND IRON MONUMENT DEMO. Demolitwn / Demolish PEE). Pedestal / Pedestrian _ -�'''''"=' PERF. Perforated � CONCRETE CURB ° LYNN ROBSON/LINDA McCINTY DEPT, Department PREP- Preparation GUARD P05T SUITE 220 DET. Detail -... II EDGE OF PAVEMENT SUITE XENIA AVENUE SOUTH SEPTEMBE PIA. Diameter PROJ. Protect SIGN PIA. Diameter PROP. Proposed ag UTILITY POLE GOLDEN VALLEY, MINNESOTA 55416 DIM. Dimension PVC Poly-Vmyi-Chloride (Pipnq) SLOPE DIRECTION TEL (763) 847-1613 DIP Ductile Iron Pipe "rc, r Heain, rrve PVMT. Pavement �X---- FENCING QTR, Quarter ME1ER FAX 763 593-0769 ON Down -� >- -- GUARD RAIL E- GUY WIRE OWC. Dravnq QTY. Quantity E. East R Radius to STREET LIGHT E.J. Expansion Joint RAD- Radius BOX s '�-_- ill X ' MODULAR RETAINING WALL , E.0.5. Emergency Overflow Swale R.D. Roof Oran. BOULDER RETAINING WALL TE1® E.W. Each Way R.E. Remove Exletnq SANITARY SEWER MANHOLE EA. Each R.O. Rough Opennq -�• POURED CONCRETE RETAINING WALL ❑ CATCH BASIN EL. Elevation R.P. Radius Point " ELEC. Electrical RCP Reinforced Concrete Pipe ;� '$ TREE -SAVE Ou STORM SEWER MANHOLE ELEV. Elevation R.5. Rough Slab -I c �s:E...a SOIL BORING ov EMER. Emergency RE. Regardnq .L) p4 GATE VALVE ENGR. Engneer REINF, Reinforced � DOORWAY ENTR. Entrance REO'D Required o FIRE HYDRANT s EQ. Equal REV. Revision / Revised G El LIGHT STANDARD OO WATER MANHOLE " t, RGU Regulatory Government Unit EQEquivalent i EQUIP. Equipment ROW OR R/W Rrght of Way i!•F jnv.v. POWER POLE ov OVERHEAD UTILITY LINES E EXIST. T. Extstnq S. South - UNDERGROUND ELECTRIC "I ��® ' EXP. Expansion S,F. Square Feet _ P& I Furnish and Install SAN. Sanitary Sewer - -T- - UNDERGROUND TELEPHONE M I N N E A P O L I S P H O E N I X F.B.O. Furnished by Others SECT. Section UNDERGROUND GAS 51a First Avmng SuU 6Plece Building, Street SE Side Exit cTV UNDERGROUND CABLE TV Boil. Minn Nulls, MNhm. sut10 v®rk plemammmg01Re izs F.C. Face of Curb SEWO Side Exit Walk Out P.O. Floor Dram SHT. Sheet / F.D.C. Pre Deportment Connection SIN. Samlar `✓ WATERMAIN Minneepons,mNssaatielo Phoenix,nzesma F.V. Field Verify —SAN SANITARY SEWER vtne elz-uzaol % landform.net ne 8a2-052&154 FB Full Basement SLNT. Sealant cox slz•zszeon Foe 6a2-952b155 FBWO Full Basement Walk Out SPEC. Specification EROSION CONTROL SYMBOLS STORM SEWER FBLO Full Basement Look Out 50. Square FDN. Foundation STMH Storm Sewer Manhole FPS Flared End Section STD. Standard SYMBOL DESCRIPTION S FPe FinishedSYN. Structural Finished Floor Elevation PI-R. Floor M. Symmetrical , T Thickness so va E. 'TM I '" SEDIMENT CONTROL FENCE (STANDARD) FT. OR O Foot TO Top of Curb PUT. Future T/R Top of Rim sr C `� 94 SEDIMENT CONTROL FENCE (HEAVY DUTY) PROJECT MANAGER REVIEW G.B. Grode Break T/W Top of Wall Cg G.C. General Contractor TEMP. Temporary ROCK AND BLOCK SEDIMENT FILTER GAL Gallon THK. Thick / Thickness GALV. Golvonized TYP. Typical - GFE Goraqe Floor Elevation BY: VJV DATE: SEPT. 28, 2005 U GL. Gloss U.N.O. Unless Noted Otherwise 62- Grade V.B. Vapor Barrier t j H. Height V.C. Vertical Curve Sdf—J� -^ v'°'" "^'3 r-'--•,. H.P. High Pont V.I.F. Verify In Field '1y„�. JU5k vi1 -,j HDCP. Handicapped VER. Verify HDPEP Nigh Density Polyethylene Pipe VERT- - Vertical HOT. Height VEST. Vestibule �" n�� u7 rco T a:attr I n iing C,r Irlssion NORIZ. Horizontal W Width _ HVAC Heatnq, Venttlotian, An Condiuonnq WPT• Workinq Point (C , p t� HYD Hydrant W.W.F. Welded Wire Fabric Inside Dimension W/ With J�� 2 J 2 0 05 I.D. W/o without CITY OF BROOKLYN CEWTM IN. OR (") Inches gyp Walk Out INFO. Information WETL, Wetland am INL. Inlet Elevation WP Waterproof WT. 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IF ARCHITECTS ANY DISCREPANCIES ARE NOTED, THE ENGINEER, LANOFORM, SHOULD BE IMMEDIATELY NOTIFIED AT THE MINNEAPOLIS OFFICE FOR RESOLUTION. 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS M_N 55402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 LEGEND LUTHER BROOKDALE Q MONITORING WELL DODGE CHRYLSER JEEP BROOKLYN CENTER, MN 2450 Maplewood Drive N. Maplewood, MN 55109 4:r City of Brooklyn Center A great place to start. A great place to stay 6301 Shingle Creek Parkway Brooklyn Center, Minnesota 55430 (612)569-3494 SHEET DESCRIPTION C-001 CIVIL TITLE SHEET C-101 EXISTING CONDITIONS PLAN C-102 DEMOLITION PLAN C-103 OVERALL PRELIMINARY SITE PLAN C-104 OVERALL PRELIMINARY GRADING AND UTILITY PLAN C-105 PRELIMINARY PLAT (NOT ISSUED) C-601 ENLARGED SITE, GRADING, AND UTILITY PLAN (NORTH) C-602 ENLARGED SITE, GRADING, AND UTILITY PLAN (SOUTH) E-101 PRELIMINARY LIGHTING PLAN L-101 PRELIMINARY LANDSCAPE PLAN REVISIONS NO. I DATE DESCRIPTION CITY SUBMITTAL 5EPTEM13EK 2&, 2005 M AZO V,il 510 First Avenue NOIttI, 4647 Nodh32ntl Strel Butler NI BuIktla9, Suite 650 Park Place Balltlln9, SuINa25 Minneapolis 11155403-1610 Phoeniq AZ85018 Phone 612-252-9070 Phme602-952-9154 Fax 812-252-9077 F. 602-952-9155 www.landtonn.net PROJECT MANAGER REVIEW BY: VJV DATE: SEPT. 2B, 2005 MCEIVED VIVO St: ° 2005 Sheet Title OiTYOFBROOKLYN CENTER EXISTING CONDITIONS Y Sheet Number Scale Date 2S SEPT 200EX C 101 "' " Comm No 5AA05024 A rA Yl1/� Database CI015A24Z)U* 8)4999 - _ I L _.._ `e �) I � - - ` A,, ( 1' I EX ul "-- I `- F TOP 8fi28 °1 ""--_,_� S oc~i INV 8562N$ '- I E% 5 N NH ( „. ry INV 8559E --. - IS Rae sr I EX SAN __ - EX CB �I TOP=857. LOP 86,J s MIT pLP ""INv=85)3W Nv asT.as e61 9 15 5 1 T U M I N O U-- "'__ Q 857 1 �./` 51 may,., _m z 60 _._ --_ ----- .... __/�nTTT __ �j /�jj EX GB ° i., ___ E'X MH -. '^ n-Y-/ /Y- W��y��,-�Y-E��l � l SAN 5--- TOP=&6.. 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' . ` � \ ,, \ REMOVE 15INC I _ `may EXI O NGTE p y' \ ` CO CRETE I �EX DB /' CONCRETE v t"_ TDP=862A _ LIGHT POLES '`�� \ r, /" WA1 , INV=858.95 \'�, `.,.,\ PRO EC'!"T 11,. r.,' STEl=sc's �yR� N,OU��G� �XISTINC BIT. \ O s EXIS G _- O"? �k +�g ON' TO t 1 v\' b_ LIGHT v c c�P� 0 A Q 41 I IT \\��\\ " I r.1 \ RELO,AT REMOVE 11 I `., `-,\ ., / �✓ f REMOVE a LGHP POLE EXISTING 4 / \ � EX15TINC C rr: 1 � ", CURB L . l ,�.� `` i IA.. _ _'1 O G- - _ , __ �...' _ _ \, INDV-85+4 1 O t ",...-.- ..° " - _.- 4 - INV=854.6 `V` '._..,,.,,-- "�..T ., .....: ,,-....„ _ '- _._ NOTES I. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY SUNDE LAND SURVEYING, BLOOMINGTON, MINNESOTA, ON NOVEMBER 12, 2003, EXPRESSLY FOR THIS PROJECT. ADDITIONAL UTILITY INFORMATION SHOWN WAS PROVIDED BY CITY OF BROOKLYN CENTER, MINNE50TA A5-BUILT DRAWINGS. LANDFORM ENGINEERING COMPANY OFFERS NO WARRANTEE, EITHER EXPRESSED OR WRITTEN, AS TO THE ACCURACY OF INFORMATION PROVIDED BY OTHERS, ANY AND ALL BAKER ASSOCIATES, INC. FIELD CONDITIONS SHOULD BE HELD VERIFIED PRIOR TO CONSTRUCTION. 1P ANY DISCREPANCIES ARE NOTED, THE ENGINEER, LANDFORM, SHOUA BE ARCHITECTS IMMEDIATELY NOTIFIED AT THE MNNEAPOLIS OFFICE FOR RESOLUTION. 150 FIFTH STREET DEMOLITION NOTES SUITE1Tx SUITE 1425 MIlN'VEAPOLIS, AUN 55402-1200 L THE PURPOSE OF THIS PLAN IS FOR DEMOLITION ONLY. TELEPHONE: 612.339.8601 FAX: 612.339.5668 2. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 3. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK. ANY OFF -SITE AREAS DISTURBED SHALL BE LUTHER BROOKDALE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. DODGE CHRYLSER JEEP 4. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON -SITE, ALL DEBRIS BROOKLYN CENTER, MN SHALL BE HAULED OFF -SITE TO A DISPOSAL AREA APPROVED BY THE STATE OF MINNESOTA FOR THE HANDLING OF DEMOLITION DEBRIS. 5. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED 2450 Maplewood Drive N. FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. ANY DAMAGED P STRUCTURES RE TO REMAIN SHALL BE REPAIRED BY THE Maplewood, MN 55109 CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST. 6. CONSTRUCTION ENTRANCE AND SILT FENCE SHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS. 7. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. y of Brooklyn Center- O. CONTRACTOR SHALL NOTIFY ENGINEER OF DISCREPANCIES BETWEEN :�gtleat place to start. A great place to stay a DITIONS.9. ANY EXISTING SEPTIC TANKS OR WELLS SHALL BE PROPERLY ABANDONED 6301 Shingle Creek Parkway PRIOR TO ANY OTHER DEMOLITION, ACCORDING TO HEALTH DEPARTMENT Brooklyn Center, Minnesota 55430 GUIDELINES. (612)569-3494 10. REMOVE ALL EXISTING PAVING THAT CONFLICTS WITH PROPOSED PAVING, GRADING, STRUCTURES, ETC. 11. CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANIES. , ._ _ _, \ , , I EX C9 _ ., ,1 , TOP=857.5 C 'V INV 853...... . \--,� _ _ Y EX CE 1\ v- ' C' rNV=855.7 +n j INv= ess.T I .,vim - h - o _ I °....,,.,..-� ��,. 12. RELOCATION OF UTILITY POLES SHALL BE COORDINATED WITH THE LOCAL UTILITY COMPANIES.. PROVIDE UNINTERRUPTED SERVICE TO ALL BUILDINGS THAT WILL REMAIN. 13. THE LOCATIONS, SIZES AND TYPES OF ALL EXISTING UTILITIES, SUCH AS WATERMAINS, SEWERS, ETC. AS SHOWN ON THESE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK BEING DONE. 14. REMOVE EXISTING STRUCTURE, COLUMNS, CANOPIES, FOOTINGS, FOUNDATIONS AND ANY ASSOCIATED CONSTRUCTION IN ITS ENTIRETY. EXISTING MATERIALS ARE TO BE REMOVED FROM THE SITE IN - ACCORDANCE WITH ALL LOCAL, COUNTY, STATE AND FEDERAL REQUIREMENTS. ANY MATERIALS DETERMINED BY THE ENVIRONMENTAL ENGINEER TO BE HAZARDOUS ARE TO BE REMOVED IN ACCORDANCE WITH THEIR RECOMMENDATION. IS PARKING STALLS TO Be RESTRIPEO. REFER TO SITE PLANS. 16 VERIFY NEED FOR RELOCATION OF UG TELEPHONE AND ELECTRIC DUE TO NEW BLDG FOOTPRINT AND FLOORPLAN. PORTION OF EXISTING BUILDING TO BE DEMOLISHED. SEE ARCHITECTURAL 17 PLAN FOR DETAILS. 1a WARNING LOT 1, BLOCK I, CHRYSLER REALTY ADDITION PARCEL IS A SUPERFUNO SITE. DO NOT EXCAVATE WEST OF BUILDING. SHEET DESCRIPTION C-001 CIVIL TITLE SHEET C-101 EXISTING CONDITIONS PLAN C-102 DEMOLITION PLAN C-103 OVERALL PRELIMINARY SITE PLAN C-104 OVERALL PRELIMINARY GRADING AND UTILITY PLAN C-105 PRELMINARY PLAT (NOT ISSUED) C-601 ENLARGED SITE, GRADING, AND UTILITY PLAN (NORTH) C-602 ENLARGED SITE, GRADING, AND UTILITY PLAN (SOUTH) E-101 PRELIMINARY LIGHTNG PLAN L-101 PRELIMINARY LANDSCAPE PLAN LEGEND REVISIONS : DENOTES REMOVAL OF EXISTING BITUMINOUS NO. DATE DESCRIPTION : DENOTES CONCRETE REMOVAL :DENOTES ITEM TO BE REMOVED L_ : DENOTES BUILDING OR STRUCTURE REMOVAL a`A- : DENOTES TREE TO BE REMOVED : LIGHT POLE OR GUARD P05T TO BE REMOVED x : CATCH BASIN OR MANHOLE TO BE REMOVED s ® ® : DENOTES SAW CUT BITUMINOUS BOUNDRY CITY SUDMITYAL 5EPMM15ER 259 2005 510 F,at Avenue Suits, k Pia NoBu32M Street, huller NOMBuiIEinB, 3-16150 Park Plate Bu11o1nB,Suite 8125 Min lahone@,MN 52-son610 Phu.nhona(3,A 2691a PFax 6122-252-9070 Pbme 802-B52A154 Fax 6t2-25280R F. 8024152-9155 wvnv.landfonrri PROJECT MANAGER REVIEW BY: VJV DATE: SEPT. 28, 2005 1 hereby certify that th,s plan , or under i y Ad direct supcmn lion, and th , Professional Lngmeer under the la INNE50TA. ki V,& on Van Registration No: Signature shown is a i0`in of original. Wet signed copy of tins Pla I EngN.oNg Company offices and Is.aMI I. RECEIVED " SCE Y Q 2u05 U Sheet Title DEMOLITION PLAN CITY OF BROOKLYN CENTER Sheet Number Scale Date " SEPT 2005 C-1 02 Comm No BAA05024 -_-_- - T_____. ______ _.. _.. _. _.____ ___... -_. I I Database C1025A24.DUX-a ®2OOr __ ____- _I _. . _.._--._ -___ __ _I - I . .....-.-.-._.-_---.-... EM NOTES I. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY SONDE LAND SURVEYING, BLOOMINGTON, MNNESOTA, ON NOVEMBER 12, 2003, EXPRESSLY FOR THIS PROJECT. ADDITIONAL UTILITY INFORMATION SHOWN WAS PROVIDED BY CITY OF BROOKLYN CENTER, MINNESOTA AS —BUILT DRAWINGS. LANDFORM ENCNEERING COMPANY OFFERS NO WARRANTEE, EITHER EXPRESSED OR WRITTEN, AS TO THE ACCURACY OF INFORMATION PROVIDED BY OTHERS, ANY AND ALL FIELD CONDITIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. F ANY DISCREPANCIES ARE NOTED, THE ENGINEER, LANDFORM, SHOULD BE IMMEDIATELY NOTIFIED AT THE MINNEAPOLIS OFFICE FOR RESOLUTION. SITE PLAN NOTES 2. DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB AND EXTERIOR - FACE OF BUILDING UNLESS NOTED OTHERWISE. 3. PARKING STALLS TO BE STRIPED WITH A 4" WIDE WHITE PAINTED STRIPE. ACCESSIBLE ACCESS AISLES TO BE PAINTED WITH A 4" WIDE WHITE PAINTED STRIPE 18" ON CENTER AND AT 45 DEGREE ANGLES TO STALL. 4. THE CURRENT DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, IS TO BE USED FOR ALL CONSTRUCTION STAKING ACTIVITIES. IF ANY DISCREPANCIES BETWEEN THESE PLANS AND THE DIGITAL FILES EXIST, NOTIFY ENGINEER IMMEDIATELY FOR RESOLUTION. THE BUILDING FOOTPRINT, AS SHOWN ON THIS PLAN, AND ON THE DIGITAL FILE SHALL BE COMPARED TO THE FINAL STRUCTURAL PLANS PRIOR TO STAKING ACTIVITIES. 5. B412 CONCRETE CURB AND GUTTER 15 PROPOSED FOR ALL PRIVATE PROPERTY. B618 CONCRETE CURB AND GUTTER IS PROPOSED FOR ALL PUBLIC STREETS. 6. MEET AND MATCH EXISTING CONCRETE CURB AND GUTTER. PROVIDE 10' TRANSITION TO PROPOSED E3412 CURB AND GUTTER. ., DENOTES GREEN SPACE DENOTES NEW BITUMINOUS PARKING SUMMARY REQUIRED PARKNQ TRUCK CENTER OFFICE 200 SF/GFA FOR 3053 SF COMMERCIAL USE OFFICE GFA 16 STALLS RETAIL ELEVEN SPACES FOR THE 5,495 SF 31 STALLS FIRST 2,000 SF OF GFA OR SHOWROOM GFA FRACTION THEROF; 5.5 SPACES FOR EACH ADDITIONAL 1,000 SF OF GFA TOTAL PARKING STALLS REQUIRED 47 STALLS REQUIRED PARKING: CHRYSLER JEEP DODGE SERVICE BAYS THREE SPACES FOR EACH 35 BAYS 105 STALLS ENCLOSED BAY ONE SPACE FOR EACH DAY 40 EMPLOYEES 40 STALLS SHIFT EMPLOYEE TWO SPACES FOR SERVICE VEHICLES 2 STALLS OFFICE 200 5F/CFA FOR 6,501 SF COMMERCIAL USE OFFICE GFA 33 STALLS RETAIL ELEVEN SPACES FOR THE 4,422 SF 25 STALLS FIRST 2,000 SF OF GFA OR SHOWROOM GFA FRACTION THEROF; 5.5 SPACES FOR EACH ADDITIONAL 1,000 SF OF GFA WAREHOUSE ONE STALL PER 800 12.255 5F 16 STALLS SF/WAREHOUSE GFA WAREHOUSE GFA TOTAL PARKING STALLS REOUIRED 221 STALLS PROVIDED PARKING: TRUCK CENTER OFFICE RETAIL DISPLAY 17 STALLS 2 HC STALLS 37 STALLS 2 HC STALLS 34 STALLS TOTAL PARKING STALLS PROVIDED 92 STALLS PROVIDED PARKING: CHRYSLER JEEP DODGE SERVICE 109 STALLS EMPLOYEES 40 STALLS OFFICE 42 STALLS RETAIL 26 STALLS 4 HC STALLS DISPLAY - 150 STALLS STORAGE 120 STALLS WAREHOUSE 16 STALLS TOTAL PARKING STALLS PROVIDED 461 STALLS AREA SUMMARY PROPOSED PERVIOUS GG,877 S.F. 15.6% IMPERVIOUS 540,042 S.F. 84.4% TOTAL (14.69 AC) 639,919 S.F. 100.0% EXISITNG PERVIOUS 87,648 S.F. 13.7% IMPERVIOUS 552,108 S.F. 86.3% TOTAL (14.69 AC) 63cl,919 S.F. 100.0% I1VT'RSTf1F,F NO. 94 BA BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS, M_N 55402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 LUTHER BROOKDALE DODGE CHRYLSER JEEP BROOKLYN CENTER, MN 2450 Maplewood Drive N. Maplewood, MN 55109 T y of Brooklyn Center reat place to start" A great place to stay 6301 Shingle Creek Parkway Brooklyn Center, Minnesota 55430 (612)569-3494 SHEET DESCRIPTION C-001 CIVIL TITLE SHEET C-101 EXISTING CONDITIONS PLAN C-102 DEMOLITION PLAN C-103 OVERALL PRELIMINARY SITE PLAN C-104 OVERALL PRELIMINARY GRADING AND UTILITY PLAN C-105 PRELIMINARY PLAT (NOT ISSUED) C-601 ENLARGED SITE, GRADING, AND UTILITY PLAN (NORTH) C-602 ENLARGED SITE, GRADING, AND UTILITY PLAN (SOUTH) E-101 PRELIMINARY LIGHTING PLAN L-101 PRELIMINARY LANDSCAPE PLAN REVISIONS �NO. DATE DESCRIPTION CITY SUBMITTAL 5EFTEM13ER 28, 2005 510 Fine Avenue Nei d647 North 32M Sheet, Baler Nei Buntline, Suite 650 Pedc Plea Building, Suite 125 Minneapolis, MN 55e03-1610 Phoenla A285018 Phone 612-2524070 Phme602-852-8154 Far 612452�77 F.6i iea e, landforrn.net PROJECT MANAGER REVIEW BY: VJV DATE: SEPT. 28, 2005 I hereby candy that this planONNC e, or under rty ai supenasion, and theEngineer under the la OTA. V- bon Van Registration No: Re0, i V L.1 V L V 9 t. VE14 ED 5,gnature shown is a ion of original. Wet signed wpy of this pia Eng.neenng Comparry dfices and is a,., SEI 29 2005 CITY OF BROOKLYN CENTER Sheet Title OVERALL PRELIMINARY SITE PLAN - Sheet Number Scale Date 28 SEPT 2005 C-103 Comm No 5AA05024 Database C-1025A24.DILrs ®2m r i 1 •r`- -b iNv4� 7N 5-SAN S-........ 8" ✓CP sAN s ,,,..v `.:.,� ..., ,.-._ EX eB EX B TOP e6lt luv= EX MH 8GP INV-857.3u 617 TOP 8578 85) BS qCp,_,ti 76P=86t 9 .15' 1 SJS I� STOP 854E NV"85J1 ST 1 o-V INV &54.2N,S -. .. 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"'1 �_ .".�:.,."•e . ._ GONCftE,E P _- . f` v �.. AP oN iI�T FENCE _i..._..—.. jCp� >� .rent � - -- -- N ( 6 fip 5 lion, i - I ,'."'. BLOCK A D R CK?_;'• -.. I ? -- _.._----- _.. ..... _ r ; i�'; I' O�BL�E � z a � � �� - � r` 1 SILT FENC � o „ i -' - E IMEN7 En' iii , f^r R ` - ( (TY k ,�..... o�P QE(TYP),' 63( \\ �' OTECTION ) "4't•' EE77 10 '1 U. f 4, °R\ Ex ce :` x� BLOCK NO r t-- —I t U, ca' '. '- F% x ( 1 r r7 t \ TOP 8N 6`" ± ,-' ,i- \':i `, J 1 '`. \., \ NV 861 sx. `''BITUMINOUS\ lRl3C--K--'yySEDUM _._.. 1°w=es'66 ' t r , ' ! i `.::. ' 3,'j' Zz L....... — `` —_ _.. I I f` t l 2GeE ''' �� A , ,�PRrVTEC ION , 1 1 :b ' ( i I B CK AND ROCK ! t ° .' O t f 1DIMEN71i °N fit\ 1 .tl }_ TOE=eb2s 1 : P ECTION (TYP)'4 INV=8571 _ 4 w G 1 , �\ r ' 'A , N\ `.L Q i..`.:. 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'+• 1 _,� k � \ EN EX 03 \ :V '+Oi \ '\i INV 654.6 \X R 'V \E%CB '-n-- TDP=B5J5 „/' V - .INV=8534. EX C5� ,858.8 NV= -- P I855J VE S - INTXR,STEIT,6NO. 9-/ NOTES SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS I. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY SUNDE LAND SURVEYING, BLOOMINGTON, MINNESOTA. ON NOVEMBER 12, 2003, EXPRESSLY FOR THIS PROJECT. ADDITIONAL UTILITY NFORMATION SHOWN WAS PROVIDED BY CITY OF BROOKLYN CENTER, MINNESOTA AS -BUILT DRAWINGS. LANDFORM ENGINEERING COMPANY OFFERS NO WARRANTEE, EITHER EXPRESSED OR WRITTEN, AS TO THE ACCURACY OF INFORMATION PROVIDED BY OtHBRS, ANY AND ALL FIELD CONDITIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES ARE NOTED, THE ENCNEER, LANDFORM, SI�ULD BE IMMEDIATELY NOtIFIED At THE M9NNEAPOLIS OFFICE FOR RESOLUTION. GRADING & PAVING NOTESUREMPUMM 2. PROPOSED SPOT ELEVATIONS SHOWN AT CURBLINES ARE FLOWLINE ELEVATIONS UNLESS INDICATED OTHERWISE. 3. PAVING SECTIONS: a. BITUMINOUS PAVING (LIGHT DUTY) 1.5 BITUMINOUS WEAR (MNDOT TYPE 41A) TACK COAT (MNDOT 2357) 1.5 BITUMINOUS BASE (MNDOT TYPE 315) 6 CLA55 5 AGGREGATE BASE (MNDOT 3135) 12 SELECT GRANULAR BASE (MNOOT 314q.2B2) COMPACTED SUBGRADE b. BITUMINOUS PAVING (HEAVY DUTY) 1.5 BITUMINOUS WEAR.(MNDOT TYPE 41A) TACK COAT (MNOOT 2357) 2.5" BITUMINOUS BASE (MNOOT TYPE 31B) 8" CLASS 5 AGGREGATE BASE(MNDOT 3138) 12" SELECT GRANULAR BASE (MI 314GI.B2B) COMPACTED SUBGRADE c. CONCRETE WALKWAYS 4" CONCRETE WALK- 6"x 6", #10 WWM 4" FINE AGGREGATE BASE (MNDOT 31461.132B) COMPACTED SUBGRADE d. CONCRETE DRIVE APRONS AND SLABS 8" CONCRETE SLAB- #4 REBAR AT 16" OC 8" CLASS 5 AGGREGATE BASE (MNDOT 3136) COMPACTED SUBGRADE 4. REFER TO RECOMMENDATIONS IN THE GEOTECHNICAL REPORT FOR ANY ADDITIONAL 51TE PREPARATION INFORMATION OR REQUIREMENTS. 5. SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THIS PLAN DO NOT REFLECT 2" CASTING SUMP AND ACTUAL RIM ELEVATIONS. SEE SHEET C4.1 FOR ACTUAL RIM ELEVATIONS. 6. PROTECT ALL SURFACE SITE FEATURES NOT NOTED FOR REMOVAL. 7. EXISTING TREES NOTED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY FROM THE SITE, INCLUDING ROOT STRUCTURES. NO CLEARING EFFORTS SHALL BE STARTED WITHOUT THE CAREFUL COORDINATION WITH THE OWNER'S REPRESENTATIVE TO MARK TREES TO BE SAVED OR REMOVER 8, EXISTING ORGANIC MATERIAL (TOPSOIL) TO BE REMOVED PER GEOTECHNICAL RECOMMENDATIONS FROM BUILDING AND PAVEMENT AREAS. SUITABLE EXISTING MATERIALS MAY BE MINED FROM LANDSCAPE AREA5 AND REPLACED WITH ORGANIC MATERIAL. q, IN BUILDING PADS AND PAVED AREAS THE BACKFILL MATERIAL SHALL BE COMPACTED TO q5% OF THE STANDARD MOISTURE DENSITY RELATIONSHIP OF SOILS (ASTM 0-6q6-70) EXCEPT THE TOP THREE FEET (3') OF THE BACKFILL WHICH SHALL BE COMPACTED TO 100% DENSITY. IN AREAS WHERE FILL DEPTH EXCEEDS TEN FEET (10') THE FILL SHALL BE COMPACTED TO q8Y, DENSITY. PRIOR TO PLACING EMBANKMENTS IN BUILDING PADS AND PAVED AREAS, ALL'TOP501L AND UNSTABLE SOIL SHALL BE REMOVED. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE COMPACTION AND REMOVAL OF ORGANIC AND UNSTABLE SOILS AND PROVIDE THE RESULTS OF THESE TESTS TO THE ENGINEER AND CLIENT. 10. THE FILL SOILS SHOULD BE PLACED AND COMPACTED USING LIFT THICKNESSES WHICH ARE COMPARABLY MATCHED TO THE TYPE OF FILL AND THE COMPACTOR BEING USED. THE COMPACTOR SHOULD BE CAPABLE OF OBTAINING THE RECOMMENDED COMPACTION LEVELS THROUGHOUT THE ENTIRE THICKNESS OF THE FILL LIFT. EROSION CONTROL NOTESMORNAMMM II. THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MANTAIN SAID FENCE FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON E5TABL15HMENT OF TURF THE CONTRACTOR SHALL REMOVE SILT FENCE AND DISPOSE OFFSITE. 12. AS GRADING IS EXECUTED, THE CONTRACTOR SHALL MAINTAIN / INSTALL SILT FENCE, ROCK ENTRANCES, STRAW BALES AND CATCH BASIN PROTECTION AS SHOWN ON THE PLAN TO MINIMIZE RUNOFF OF SEDIMENT. 13, ADJACENT STREETS TO BE SCRAPED CLEAN DAILY AND SWEPT CLEAN WEEKLY. W THE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCE. 15, THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME 16. ALL DISTURBED NON PAVED AREAS SHALL BE RESTORED WITH FOUR INCHES (4) OF TOPSOIL AND SEED OR 50P AS DIRECTED BY THE ENGINEER, WITHIN 72 HOURS OF COMPLETION OF GRADING ACTIVITY IN THAT PARTICULAR AREA. 17. ALL SEED, SOD, MULCH AND FERTILIZER SHALL CONFORM WITH FOLLOWING MNOOT SPECIFICATIONS, AS MODIFIED BELOW: ITEM SPECIFICATION NUMBER SOD 3878 SEED (TYPE 50 @40 LB/AC.) + (IIOA ® 60 LB/AC) 3676 MULCH (TYPE I. DISC ANCHORED) 3562 FERTILIZER 3551 GENERAL PLACEMENT 2575 DENOTES SILT FENCE DENOTES GRADING LIMITS A BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS, AEN 55402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 LUTHER BROOKDALE DODGE CHRYLSER JEEP BROOKLYN CENTER, MN 2450 Maplewood Drive N. Maplewood, MN 55109 K01.1 yof Brooklyn Centerreat place to start. A great place to stay 6301 Shingle Creek Parkway Brooklyn Center, Minnesota 55430 (612)569-3494 SHEET DE5CRIPTION C-001 CIVIL TITLE SHEET C-101 EXISTING CONDITIONS PLAN 0-102 DEMOLITION PLAN C-103 OVERALL PRELIMINARY SITE PLAN C-104 OVERALL PRELIMINARY GRADING AND UTILITY PLAN C-105 PRELIMINARY PLAT (NOT ISSUED) C-601 ENLARGED SITE, GRADING, AND UTILITY PLAN (NORTH) C-602 ENLARGED SITE, GRADING, AND UTILITY PLAN (SOUTH) E-101 PRELIMINARY LIGHTING PLAN L-101 PRELIMINARY LANDSCAPE PLAN REVISIONS NO. DATE DESCRIPTION CITY OU13MITT-AL 5EPTEM13ER 28, 2005 510 RIM Avenue Nodh, e641 NI 32M Street, Butler NOM Bulking, suite 650 Perk Place Bullain9,3uIte125 Minneapolis, MAN 55a03-1610 Phoenk AZ 85018 Phone 612-252b070 Phano632,IM-9154 Fax 612-M-9017 F.602-%2.9155 w Elandfurm.net PROJECT MANAGER REVIEW BY: VJV DATE: SEPT. 28,2005 1 hereby eertly that th s plan w e, or under ry direct supernson, and t sad Professonal Engineer under the la INNESOTA. Vlckl on Van RegntratlON NO' 5,gnature shafrtl s a Ion of orlgmal. Wet signed copy of this pia o Engmeenng Como and s y RM {YED SCD 2 9 2005 Sheet Title OVERALL MINARY OVERALL - CITY OF BROOKLYN CENTER GRAD ING AND UTILITY PLAN ,,�• r,; � Sheet Number Scale Date EFT 2005 a� 28 SE)AA05024 C- Comm No 104 0 50 ioo Database C1045A24.1DU1Cs @2m SCALE IN FEET III J % S --..._ ._ 1 LA 7, v f LA SILTi FENCE All �f EDGE OF cr LANDSCAPING - 63.7 `ILA 1 c BITUMINOUS l� `. PAD [hm O \ 863.6 855 9 E/W z _ 356.0 S (64.0) 3.4 JTTI�TEUPB AND' f�GP VRAI• rl l loa AND GUTTER `V 2' CURB CUT � 1 16 E3412 OP= 86 td V= $5 61. 8 3 C., GUTTER ALONG PERIMETER c� EX SAW MH ^�,.�v INV=855 9E TOP=862.5 - _ 84T4E,W,N EX MH INV=84985-, ,-, TOP-863.0 I N INV 854.35 TI. .... _ /' -- EX MH INV=854.85S v 51 �� • .,,- /f RIM $61.5�� +7 5 INV 85913 t'7 NEENAH 12-3250 Q DIAMETER w \ 563 i \ q0 y \p q' 3.67 63.f7 63.67 E q qC I 6`.5 . °a a • 6 . 64.07 RIBBON CURB WITH TRANSITION TO 64.07 5412 CURB AND 64.5 'D CUTTER q0 64.5 z� 5412 CURB ,n 64.07 AND GUTTER 9° DODGE TRUCK CENTER RIBBON CURB WITH TRANSITION TO %64q 8412 CURB AND GUTTER Sc 41' 64.4 CB 2 AiJL RIM 863.73 64.5 INV 560.34 NEENAH R-3250 S- qo 8c 27" DIAMETER 64. \ 64-7 ._. � 64.5 t 64.45 6 .I L _2 0Y, 64,17 0.5 . 63 qq GB N 9 13 1'2 TC, RB 4 �i WELL 17.2 'J H 65.7 W LL £ '67.2 q. 66.6 r ` EX MOWES fit.? 65.0 OF-"8 45 7 OINEX 03,6P8543 tµ . Q�h tD C� ; QJ s qSt > � T 8412 CURE', ? `5 TOP=63MH n L „V.� A 64.60 GUTTER T �'3S. lV= 854 65 `�' 9c 1 65.3 R5 4.60 6 t 65.2 7 CY , r x_ * CONNECT . RCP, 5v \ V 541 ,CURB ,:TO 11 ING CATCH v, AND TER BAIN GO EAt NVERT 6 ES 'TI -5 \ c aul2 CURB '11 V A vv C �. EX CB Tbp=865.2 `;,, \ TOP=864 8 r INV�861.05 \ INV- 861 A G VA �__ A\ 50,0 0 o ,0 s \, \ �V, \ /- \� \A) 5- \ \ i P s� c,Vc'� 75" RCP Si S GUTTER `_ '.; BROOKDALE DODGE CHRYSLER JEEP / N f z o j 7 N \ °�,'`•,, VA c)A r ,.✓ CONNECT 12" RCP TO �, �°Cs„ ,`}'r, a`•5 ' ,EXI5TING CATCH BASIN AT64" .... r' , INVERT ELEVATION , ,.L"O n 3) 64.85 86 . RAISE RIM TO ELEVATION 564,37 106Cx R3.5 E ! \s 64.54 qO 7 O 6�•ANO-1 S 5 GL TER , ,,. LA 50"-12" RCP IN 0.35% ° 6 (65 3) O 4.0 65.25 1�!\ 64.15 \ f 65.62 64.85 /65.40� 64.95 8�4�12 CURB 65.24 �'" CUTTER h S� CB #3 RIM 863.83 INV 860.132 NEE I I R-3250 9c E" W 8412 CURB JD GUTTER -7 ' 0.35% EX CB �TOP=863.3 V=856,55 `moo r" 1_7 ; EROSION CONTROL NOTES» 17. THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF THE CONTRACTOR SHALL REMOVE SILT FENCE AND DISPOSE OFFSITE. 16. AS GRADING IS EXECUTED, THE CONTRACTOR SHALL MAINTAIN / INSTALL SILT FENCE, ROCK ENTRANCES, STRAW BALES AND CATCH BASIN PROTECTION AS SHOWN ON THE PLAN TO MINIMIZE RUNOFF OF SEDIMENT. Iq. ADJACENT STREETS TO BE SCRAPED CLEAN DAILY AND SWEPT CLEAN WEEKLY. 20. THE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCE. 21. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. 22, ALL DISTURBED NON -PAVED AREAS SHALL BE RESTORED WITH FOUR INCHES (4") OF TOPSOIL AND SEED OR SOD AS DIRECTED BY THE ENGINEER, WITHIN 72 HOURS OF COMPLETION OF GRADING ACTIVITY IN THAT PARTICULAR AREA. 23. ALL SEED, SOD, MULCH AND FERTILIZER SHALL CONFORM WITH FOLLOWING MNOOT SPECIFICATIONS, AS MODIFIED BELOW: ITEM SPECIFICATION NUMBER SOD 3578 SEED (TYPE 50 @40 LB/AC.) + (IIOA @ 60 LB/AC) 3876 MULCH (TYPE I. DISC ANCHORED) 3552 FERTILIZER 3551 GENERAL PLACEMENT 2575 UTILITY NOTES 24, MAINTAIN 7.5 COVER ON ALL NEW WATERMAIN. 25. PIPE LENGTHS SHOWN ARE MEA5URED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF FLARED END SECTION. PIPE MATERIALS: STORM SEWER RCP 26. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL SITE ELECTRICAL INFORMATION. 27. ALL CONNECTIONS TO CITY UTILITIES TO BE IN ACCORDANCE WITH CITY OF BROOKLYN CENTER, MN 5TANDAR95. 26. COORDINATE WITH MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF SERVICE CONNECTIONS AND CONTINUATION OF SERVICES WITHIN BUILDING. 29. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 30. VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TO CONSTRUCTION. 31. COORDINATE WITH IRRIGATION CONTRACTOR TO PROVIDE FOUR INCH (4") SCHEDULE 40 PVC LAWN SPRINKLER SLEEVES AS REQUIRED. 32. CONTACT GOPHER STATE ONE CALL FOR EXISTING UTILITY LOCATIONS 45-HOURS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN LOCATED UTILITIES AND THE EXISTING CONDITIONS PLAN SHOULD BE NOTED AND FORWARDED TO THE ENGINEER. 1. b'- FIM NOTES n 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY SUNDE LAND SURVEYING, BLOOMINGTON, LLL��A MINNE50TA, ON NOVEMBER 12, 2003, EXPRESSLY FOR THI5 PROJECT. ADDITIONAL UTILITY INFORMATION SHOWN WAS PROVIDED BY CITY OF BAKER ASSOCIATES, INC. BROOKLYN CENTER, MINNESOTA A5-13UILT DRAWINGS. LANOFORM ARCHITECTS ENGINEERING COMPANY OFFERS NO WARRANTEE, EITHER EXPRESSED OR WRITTEN, AS TO THE ACCURACY OF INFORMATION PROVIDED BY OTHERS, ANY AND ALL FIELD CONDITIONS SHOULD BE FIELD VER -ED PRIOR TO CONSTRUCTION. IF ANY DISCREPANGES ARE NOTED, THE ENGINEER, LANDFORM, SHOULD BE IMMEDIATELY EDIATELY NOTIFIED AT THE MINNEAPOLIS OFHCE 150 SOUTH FIFTH STREET FOR RESOLUTION. SLTITE 1425 MINNEAPOLIS, MN 55402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 RNOSITE PLAN NOTES 2. DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWI5E. LUTHER BROOKDALTiI �3PARKING STALLS TO BE STRIPED WITH A 4" WIDE WHITE PAINTED STRIPE. DODGE CHRYLSER JEEP ACCESSIBLE ACCESS AISLES TO BE PAINTED WITH A 4" WIDE WHITE PAINTED STRIPE 15" ON CENTER AND AT 45 DEGREE ANGLES TO STALL. BROOKLYN CENTER, MN 4. THE CURRENT DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, 15 TO BE USED FOR ALL CONSTRUCTION STAKING ACTIVITIES. IF ANY DISCREPANCIES BETWEEN THESE PLANS AND THE DIGITAL FILES EXIST, 2450 Maplewood Drive N. NOTIFY ENGINEER IMMEDIATELY FOR RESOLUTION. THE BUILDING Maplewood, MN 55109 FOOTPRINT, AS SHOWN ON THIS PLAN, AND ON THE DIGITAL FILE SHALL BE COMPARED TO THE FINAL STRUCTURAL PLANS PRIOR TO STAKING ACTIVITIES. 5. B412 CONCRETE CURB AND GUTTER 15 PROPOSED FOR ALL PRIVATE PROPERTY, B615 CONCRETE CURB AND GUTTER IS PROPOSED FOR ALL PUBLIC STREETS. 6>MEET AND MATCH EXISTING CONCRETE CURB AND GUTTER. PROVIDE 10' TRANSITION TO PROPOSED B412 CURB AND GUTTER. City of Brooklyn Center 7�MEET AND MATCH EXISTING BITUMINOUS EDGE ELEVATIONS. A great place to start. A great place to stay 6301 Shingle Creek Parkway Brooklyn Center, Minnesota 55430 GRADING & PAVING NOTES 097WFW7M (612)569-3494 8. PROPOSED SPOT ELEVATIONS SHOWN AT CURBUINES ARE FLOWLINE ELEVATIONS UNLESS INDICATED OTHERWISE. q�PAVING SECTIONS. °. BITUMINOUS PAVING (LIGHT DUTY) 1.5" BITUMINOUS WEAR (MNOOT TYPE 41A) TACK COAT (MNOOT 2357) 1.5" BITUMINOUS BASE (MNDOT TYPE 313) 6" CLASS 5 AGGREGATE BASE (MINDOT 3136) 12' SELECT GRANULAR BASE (MNDOT 3149.262) COMPACTED 51,113GRADE K1 .'.. b. BITUMINOUS PAVING (HEAVY DUTY) 1.5" BITUMINOUS WEAR (MNOOT TYPE 41A) TACK COAT (MNDOT 2357) 2.5" BITUMINOUS BASE (MNDOT TYPE 316) 8" CLASS 5 AGGREGATE BA5E(MNDOT 3138) 12" SELECT GRANULAR BASE (MNDOT 314q.B26) COMPACTED 51-113GRADE c. CONCRETE WALKWAYS 4" CONCRETE WALK- 6`x 6", #10 WWM 4" FINE AGGREGATE BASE (MNDOT 311 COMPACTED 5UBGRADE d. CONCRETE DRIVE APRONS AND SLABS 8" CONCRETE SLAS- #4 REBAR AT 16" OC 8" CLASS 5 AGGREGATE BASE (MNDOT 3135) COMPACTED SUBGRADE 10. REFER TO RECOMMENDATIONS IN THE GEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS. II. SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THI5 PLAN DO NOT REFLECT 2" CASTING SUMP AND ACTUAL RIM ELEVATIONS. SEE SHEET `�•� C4.1 FOR ACTUAL RIM ELEVATIONS. '�, ` 12, PROTECT ALL SURFACE SITE FEATURES NOT NOTED FOR REMOVAL. 1 13, EXISTING TREES NOTED FOR REMOVAL SHALL BE REMOVED IN THEIR i ENTIRETY FROM THE SITE, INCLUDING ROOT STRUCTURES. NO CLEARING i EFFORTS SHALL BE STARTED WITHOUT THE CAREFUL COORDINATION WITH THE OWNER'S REPRESENTATIVE TO MARK TREES TO BE SAVED OR ' REMOVED. 14. EXISTING ORGANIC MATERIAL (TOPSOIL) TO BE REMOVED PER GEOTECHNICAL RECOMMENDATIONS FROM BUILDING AND PAVEMENT AREAS. SHEET DESCRIPTION C-001 CIVIL TITLE SHEET C-101 EXISTING CONDITIONS PLAN C-102 DEMOLITION PLAN 0-103 OVERALL PRELIMINARY SITE PLAN C-104 OVERALL PRELIMINARY GRADING AND UTILITY PLAN C-105 PRELIMINARY PLAT (NOT ISSUED) C-601 ENLARGED SITE, GRADING, AND UTILITY PLAN (NORTH) C-602 ENLARGED SITE, GRADING, AND UTILITY PLAN (SOUTH) E-101 PRELIMINARY LIGHTING PLAN L-101 PRELIMINARY LANDSCAPE PLAN SUITABLE EXISTING MATERIALS MAY BE MINED FROM LANDSCAPE AREAS 4 AND REPLACED WITH ORGANIC MATERIAL. 15. IN BUILDING PADS AND PAVED AREAS THE BACKFILL MATERIAL SHALL BE I COMPACTED TO 95% OF THE STANDARD MOISTURE DENSITY RELATIONSHIP OF SOILS (ASTM D-698-70) EXCEPT THE TOP THREE FEET (3') OF THE REVISIONS BACKFILL WHICH SHALL BE COMPACTED TO 100% DENSITY. IN AREAS WHERE FILL DEPTH EXCEEDS TEN FEET (10') THE FILL SHALL BE N0. DATE DESCRIPTION 1 -^* COMPACTED TO q8% DENSITY. PRIOR TO PLACING EMBANKMENTS IN BUILDING PADS AND PAVED AREAS, ALL TOPSOIL AND UNSTABLE SOIL I 1 SHALL BE REMOVED. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE COMPACTION AND REMOVAL OF ORGANIC AND UNSTABLE SOILS AND PROVIDE THE RESULTS OF THESE TESTS TO THE ENGINEER AND CLIENT. V; 16. THE FILL SOILS SHOULD BE PLACED AND COMPACTED USING LIFT THICKNESSES WHICH ARE COMPARABLY MATCHED TO THE TYPE OF FILL m AND THE COMPACTOR BEING USED. THE COMPACTOR SHOULD BE CAPABLE OF OBTAINING THE RECOMMENDED COMPACTION LEVELS j THROUGHOUT THE ENTIRE THICKNESS OF THE FILL LIFT, CITY OU13MITTAL 5EPTEM13ER 28, 2005 510 Fist Avenue Nodh, 4 7 North Street, Butler North Building, Suite 650 Park Place Building, Suite 125 Minneapolis, MN SM03-1610 Phoenix,A 6501E Phone612-2525 70 Ph.. 602-952-915 Fax 612-252,9077 Fax 602@ 2.9155 www.landhrm.nel PROJECT MANAGER REVIEW BY: VJV DATE: SEPT.28,2005 hereby certdy that this plan e, oror under direct supervision, and t I sad Professional Engineer under the la INNESOTA. V¢W on Van , "istrat on No: 5:0nal shove Is a ion of ongmal. Wet signed copy of th s pla f m Engneenng Conpa, off, es and 15 avail FtE CEEIVEED JL ll, 2' Q 2005 Sheet Title ENLARGED SITE, CITY OF BROOKLYN CENTER GRADING, AND UTILITY PLAN (NORTH) Sheet Number Scale Date 28 5EPT 2005 GOMM No 5AA05024 C-601 Database G6015A24.DUJ3 ©emm6 �G o 65.0 R{5' 5. 65.1V / 64 5464' 64.7 CB 8 61 RIM `86 O INV 86`� NEENAH R�32 \ 27''DIAMETE rl � r T, N 0 \ i NOD A EX SAN MIT \ TOP=8c ` T NV= 85656 55 <u PI CB NN 957.4 1\\ i 0 o l 862 1 0'- 860 9 � ., 0� 62.3SOP 4 9 i INV 860 7 n CB 61.$7r� I -861 0.35% �,r .1.67 62.75 \ A JUST 0 .65 EXI TING RIM -3' CURB TO OPOSED ti0 r o CUT GRADE 20 0 0 i 861. 860. \RIS. of � \ .,,.,., „ 62.85\� i 62.73 \ CB #6 ^ l0 RIM 862.g3 INV 860.86 NEENAH R-3250 27" DIAMETER; X CB T 861.7 \\ `B412 URB \ AND G TER ,X ADJUST 0 E TING RIMS, TO ROPOSEP GRAD X62.q EX C TOP= 8 LO .4 .INV=861.. 2.57 Nji v EX`MH 0P �52.4 ' INV= S&O PLACE EXIS G n CA TING WITH 62,57 NEE H R-17 -F( X6 .53 62.5 6 EDGE X62.50 n EROSION CONTROL NOTES 0997955MM FUMNOTES 16. THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR DURATION OF 1• BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY " CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF THE SURVEY PERFORMED BY SUNDE LAND 5URVEYING, BLOOMINGTON, CONTRACTOR SHALL REMOVE SILT FENCE AND DISPOSE OFFSITE. MINNESOTA, ON NOVEMBER 12, 2003, EXPRESSLY FOR THI5 PROJECT. ADDITIONAL UTILITY INFORMATION SHOWN WAS PROVIDED BY CITY OF BAKER ASSOCIATES, INC. 17. AS GRADING IS EXECUTED, THE CONTRACTOR SHALL MAINTAIN / INSTALL BROOKLYN CENTER, MINNESOTA AS -BUILT DRAWINGS. LANDFORM ARCHITECTS +^ ' E�,r SILT FENCE, ROCK ENTRANCES, STRAW BALES AND CATCH BASIN ENGINEERING COMPANY OFFERS NO WARRANTEE, EITHER EXPRESSED OR ' PROTECTION AS SHOWN ON THE PLAN TO MINIMIZE RUNOFF OF SEDIMENT. WRITTEN, AS TO THE ACCURACY OF 14FOPMATION PROVIDED BY OTHERS, ANY AND ALL FIELD CONDITIONS SHOULD BE FIELD VERIFIED PRIOR TO B. ADJACENT STREETS TO BE SCRAPED CLEAN DAILY AND SWEPT CLEAN CONSTRUCTION. IF ANY DISCREPANCIES ARE NOTED, THE ENGINEER, WEEKLY. SHOULD BE 1 T EDIATELY NOTIFIED AT THE MINNEAPOLIS OFFICE 150 SOUTH FIFTH STREET FOP FOR RESOLUTION. RESOLU710N. SUITE 1425 fj Iq. THE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THE GRADING LIMITS MINNEAPOLIS, MIN 55402-1200 SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL TELEPHONE: 612.339.8601 jl COMPLY WITH LOCAL ORDINANCE. FAX: 612.339.5668 20. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE MSITE PLAN NOTES tl. DISTURBED AREA AT ANY GIVEN TIME. 21. ALL DISTURBED NON -PAVED AREAS SHALL BE RESTORED WITH FOUR 2, DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB AND EXTERIOR INCHES (4") OF TOPSOIL AND SEED OR SOD AS DIRECTED BY THE FACE OF BUILDING UNLESS NOTED OTHERWISE. LUTHER BROOKDALE " ,co ENGINEER, WITHIN 72 HOURS OF COMPLETION OF GRADING ACTIVITY IN THAT PARTICULAR AREA. 3�PARKING STALLS TO BE STRIPED WITH A 4" WIDE WHITE PAINTED STRIPE. DODGE CHRYLSER JEEP ACCESSIBLE ACCESS AISLES TO Be PAINTED WITH A 4" WIDE WHITE 22, ALL SEED, SOD, MULCH AND FERTILIZER SHALL CONFORM WITH FOLLOWING PAINTED STRIPE 18" ON CENTER AND AT 45 DEGREE ANGLES TO STALL. BROOKLYN CENTER, MN MNDOT SPECIFICATIONS, AS MODIFIED BELOW: \\ ( ITEM SPECIFICATION NUMBER 4. THE CURRENT DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, IS TO BE USED FOR ALL CONSTRUCTION STAKING ACTIVITIES. IF ANY \ SOD 3575 DISCREPANCIES BETWEEN THESE PLANS AND THE DIGITAL FILES EXIST, 2450 Maplewood Drive N. IF SEED (TYPE 50 @40.LB/AC.) NOTIFY ENGINEER IMMEDIATELY FOR RESOLUTION. THE BUILDING Maplewood, MN 55109 + (IIOA ® 60 LB/AC) 3676 FOOTPRINT, AS SHOWN ON THIS PLAN, AND ON THE DIGITAL FILE SHALL MULCH (TYPE 1. DISC ANCHORED) 3552 BE COMPARED TO THE FINAL STRUCTURAL PLANS PRIOR TO STAKING FERTILIZER 3551 ACTIVITIES. ( GENERAL PLACEMENT 2575 5. 8412 CONCRETE CURB AND GUTTER IS PROPOSED FOR ALL PRIVATE tf PROPERTY. 5618 CONCRETE CURB AND GUTTER 15 PROPOSED FOR ALL PUBLIC STREETS. 7 V TILIT 1V NOTES % ` _ ID MEET AND MATCH EXISTING CONCRETE CURB AND GUTTER. ' I PROVIDE 10' TRANSITION TO PROPOSED B412 CURB AND GUTTER. - 23. MAINTAIN 7.5' COVER ON ALL NEW WATERMAIN. _ Clty OI B100%fjJrl] Centel IDMEET AND MATCH EXISTING BITUMINOUS EDGE ELEVATIONS. 24. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO A great place to start. A great place to stay � CENTER OF STRUCTURE OR END OF FLARED END SECTION. PIPE MATERIALS: 6301 Shingle Free Parkway t GRADING & PAVING NOTES Brooklyn Center, Minnesota612 �3494 ,t STORM SEWER RCP 569 I 8. PROPOSED SPOT ELEVATIONS SHOWN AT CURBI-INES ARE FLOWLINE y 25. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL SITE ELECTRICAL INFORMATION. ELEVATIONS UNLESS INDICATED OTHERWISE. - PAVING SECTIONS: 26. ALL CONNECTIONS TO CITY UTILITIES TO Be IN ACCORDANCE WITH CITY OF OROOKLYN CENTER MN STANDARDS BITUMINOUS PAVING (LIGHT DUTY) 27_ COORDINATE WITH MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF 1.5" BITUMINOUS WEAR (MNDOT TYPE 41A) , ` �, - TACK COAT (MNDOT 2357) N. ,.. SERVICE CONNECTIONS AND CONTINUATION OF SERVICES WITHIN BUILDING. 1.5" BITUMINOUS BASE (MNDOT TYPE 3113) 28. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES 6" CLASS 5 AGGREGATE BASE (MNOOT 3135) \\ ,tti• WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY 12" SELECT GRANULAR BASE (MNDOT 314q.252) i OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET COMPACTED SUBGRADE OWNERS REQUIREMENTS FOR TRAFFIC LOADING. b. BITUMINOUS PAVING (HEAVY DUTY) 2q. VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TO 1.5" BITUMINOUS WEAR I TYPE 41A) t. CONSTRUCTION. TACK COAT (MNOOT 2357) �> 2.5" BITUMINOUS BASE (MI TYPE 315) 30. COORDINATE WITH IRRIGATION CONTRACTOR TO PROVIDE FOUR INCH (4") 8" CLASS 5 AGGREGATE BASE(MNOOT, 3138) SCHEDULE 40 PVC LAWN SPRINKLER SLEEVES AS REQUIRED. 12" SELECT GRANULAR BASE (MNDOT 314q.13213) COMPACTED SUBGRADE 31. CONTACT GOPHER STATE ONE CALL FOR EXISTING UTILITY LOCATIONS ` 48-HOURS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN c. CONCRETE WALKWAYS LOCATED UTILITIES AND THE EXISTING CONDITIONS PLAN SHOULD BE NOTED 4" CONCRETE WALK-6'k 6", #10 WWM `L Ex CB AND FORWARDED TO THE ENGINEER. 4" FINE AGGREGATE BASE I314q.B28) `^ TOP=861.2 COMPACTED SUBGRADE INV= 859.8 \ ', '•�,1 d. CONCRETE DRIVE APRONS AND SLABS 8"CONCRETE SLAB- #4 REBAR AT 16" OC N' �^ 8" CLASS 5 AGGREGATE BASE 1 3138) COMPACTED SUBGRADE 10, REFER TO RECOMMENDATIONS IN THE GEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS. II. SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THIS PLAN DO NOT REFLECT 2" CASTING SUMP AND ACTUAL RIM ELEVATIONS. SEE SHEET C4.1 FOR ACTUAL RIM ELEVATIONS. 12. PROTECT ALL SURFACE SITE FEATURES NOT NOTED FOR REMOVAL. •13. EXISTING TREES NOTED FOR REMOVAL SHALL BE REMOVED IN THEIR ^ ENTIRETY FROM THE SITE, INCLUDING ROOT STRUCTURES. NO CLEARING 63,06 EFFORTS SHALL BE STARTED WITHOUT THE CAREFUL COORDINATION WITH TO EX M4 _ THE OWNER'S REPRESENTATIVE TO MARK TREES TO BE SAVED OR V- 85 5. +N=-8 T REMOVED. �P" 5 14. EXISTING ORGANIC MATERIAL (TOPSOIL) TO BE REMOVED PER gS:v, ,..--' f GEOTECHNICAL RECOMMENDATIONS FROM BUILDING AND PAVEMENT AREAS. 1,' SUITABLE EXISTING MATERIALS MAY Be MINED FROM LANDSCAPE AREAS C' 7 ----- I _ B612 CURB SHEET DESCRIPTION C-001 CIVIL TITLE SHEET C-101 EXISTING CONDITIONS PLAN C-102 DEMOLITION PLAN C-103 OVERALL PRELIMINARY SITE PLAN C-104 OVERALL PRELIMINARY GRADING AND UTILITY PLAN C-105 PRELIMINARY PLAT (NOT ISSUED) C-601 ENLARGED SITE, GRADING, AND UTILITY PLAN (NORTH) C-602 ENLARGED SITE, GRADING, AND UTILITY PLAN (SOUTH) E-101 PRELIMINARY LIGHTING PLAN L-101 PRELIMINARY LANDSCAPE PLAN AND REPLACED WITH ORGANIC MATERIAL. r 15. IN BUILDING PADS AND PAVED AREAS THE BACKFILL MATERIAL SHALL BE COMPACTED TO q5% OF THE STANDARD MOISTURE DENSITY RELATIONSHIP OF SOILS (ASTM D-6q8-70) EXCEPT THE TOP THREE FEET (3") OF THE BACKFILL WHICH SHALL BE COMPACTED TO 100% DENSITY. IN AREAS REVISIONS WHERE FILL DEPTH EXCEEDS TEN FEET (10-) THE FILL SHALL BE COMPACTED TO q5% DENSITY. PRIOR TO PLACING EMBANKMENTS IN N0. DATE DESCRIPTION BUILDING PADS AND PAVED AREAS, ALL TOPSOIL AND UNSTABLE SOIL SHALL Be REMOVED. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE i COMPACTION AND REMOVAL OF ORGANIC AND UNSTABLE SOILS AND PROVIDE THE RESULTS OF THESE TESTS TO THE ENGINEER AND CLIENT. 16. THE FILL SOILS SHOULD Be PLACED AND COMPACTED USING LIFT -'" THICKNESSES WHICH ARE COMPARABLY MATCHED TO THE TYPE OF FILL AND THE COMPACTOR BEING USED. THE COMPACTOR SHOULD BE CAPABLE OF OBTAINING THE RECOMMENDED COMPACTION LEVELS THROUGHOUT THE ENTIRE THICKNESS OF THE FILL LIFT. X62.75 r' I t BITUMIN US EDGE - J ✓ 63.25 �63.25 EX CB TOP =86 -1 N V= 858.. CITY SUBMITTAL 5EFTEM13ER 25, 2005 \ ,. DFOR 1 u \\ V AND1GUTTER2 CURB MINNEAPOLIS-PHOENIX 62 95 63.1 BM ner oM!eB 2 252-902t e100 Perk PIS Bu i BUeM. t 1 l t Rose Bull6ing, BG.. AM 126 f t nh, AZ2-916 1 me882-962-9, 51 w'• " -�, "`�„ 252.9827 .602 %2 9155 - 62.85 i Fax 612 F \,� s � , � `, w .landfoml.net 1 6 l lfl t NN NQ PROJECT I �.. `l 1 O ..�. �....,.•..,. 0... �" it ... _.... ._._.. _..-`_..,. ._. __......_._. .-....._ BY: VJV MREVIEWATE: SEPT. 28,2005 \ MANAGER li J A EX MH TOP=859-9 y certify plan , or under my NV=f354.4 I `~ `, .__ nereb Porn thathisan \ S 0 "`"",,.....��_ - y er under A. 5ional E recto su rnsithe lnd INNE50 rotes t ad J ' EX OB TOP=859.8 \ ' t'1H.,.. r7 _. "--�.._._ - .. 1 INV=854.6 __,.. A, `� ... _ ._� -- - �t l bon Van _..__-_._._.. �_ c % ^� -r '.` \ •_�- EX CB j _ f �..�_.� ..q {� C D wpyaofr[h s o. is a m Eng�ing Company Winces / > \ 00Fla JL1 292 and is avml v. A CITY OF BROOKLYN CENTER EX CB �` `�' Sheet TRIe ): . 5TOP 858. INV=855.7 to ENLARGED SITE, GRADING, AND UTILITY PLAN (SOUTH) Scale Sheet Number Date 26 SEPT 2005 rM_ Comm No 5AA05024 C-602 Database C602SA24.puYx ®amens I.z FEP4 7 4Tom' I�O �9� SCALE IN FEET LUMINAIRE SCHEDULE g U Q 6� 6W-rff -4 46aRrff » 4 4 r"• ' ( t {��/�!""1- �-•.,1 I d.D.:2 `0.2 .6-•�' 'I 0 �I 5 (29 4 O , . °2.4 °I .q 0..... °I "I 2.3 , 3 3.5 3.8 3.q 3.q II, P q ilX 0.2 rb:3 0. 08 '" 12.7 6.5 15.1 12.1 °5.1 2A 1.5 °1.1 1.1 1.5 2.1 3.8 T1 G.O 7A 6.2 10.6 7.2 5.5 5.1 5.1 6.0 b.8 6.7 3.7 1'2.l A, -'"✓� CC (RELOCATED) " 16.0 210 41.4 16.3 `1.3 q8 87 12q 34.2 °22.1 7.1 P2.8' 02 0.3 0.5 9 Is 3.6 -J 2.0 q 5 2q 8 2 q 7.0 21 q 34.8 CC (RELOCATED) CC w 3 `05 . k8" 3 2 q 8 23.5 7 , 2 ✓/ );,' 43' 31A 4F„ 2 '.r.q 35 b 75.6 -26L3 °I6 6 2q.q 17 7 21.6 6 42 4 iq.6 .I ^•^� 0.2 0 6 �CC 0.4 0.8 $" ,m i13G 2 .17 15.023. 365 15.848 14,4 6.2 0 F ,.1:3 22 r 2.6 25 20 .� _24- I S . r. i1 ». 0.3 0.4 0.6 q - - - 3.8 6 0 7 h 7�^ 7,7 9.2 q B 26 °I8.4 10.2 8 2 6.4 J �.3 7 G N 0.3 `0.5 7 . d1:9 1 3 L 1.6 14�"1' #� rC-3 3.� q- S."7 6 �3q '11 1 -� b3 2 6�5 5 5 '3.q 2.2 -,.J r' � DODGE TRUCK �• I i � CENTER l i I �1 3 0.4 05 uPYY7 O.q I.° 1 10 "24- 3.q 56 6.� 66 73 137 93 '141 26.6 168 G.G 71 #.0 2�,4 1.6 ` l J �{ GG 7 61 ) I CC " .CA 05 5 9�7 O8 „q . 0q_ LO � 3.0 5.8 124 16 ILB `I34 �q.7 14 265 391 ]5.3 '17.0 '13.4 6.2 3.2 q' �- r - 0,5 '0., i --O A '0 q '1` 0 A- -tY 3.5 b.q 351_ 60 _23,2 30 64.6 23 4 IT6 36.1 21 0 18 q 41.6 �0.6 3 .2 GC (RELOCATED) 1 - 6 245 50.0 15.� 102 1{.4 q7 13.5 35.0 27.6 .5 39 22 „ 0. O.q 7 1.6 7 21 .2 2 4 $ - o ( 8.3 25 8-` 43-5 17. BB(RELOCATED) K _._ L2 b.2 5 2 .-68b 5.0 q.4 10.5 $.8 8.2 q.6 '"'`-f2.1 8r8 qJ 127 &2 6.1 �J 5 5 i6.7 9.b 8.3 4.q '2. Q 2. r ' i 46.IBB 20,0 LOG 8 910410,5 10.2 6.0 5.2 5.0 4.8 .8 4.3 3.6 3 4- '3,4 -__-f3.9 3 3 8 3 = 3 2 20.q 45.3 4 -1 BB(RELOCATED)'4 � J__..75 '` ° .v i {o i 20.2 24.5.1 16.2 °18 &:� 261 17.9-- 2 18.8 9.5 4q 4.2 3. 3.3 ' ° ' c' p I` 4 s`?' ds., �,:5"i 2A 2.3 22 2.6 28 3.0 3.4 3.q 4.1 1� 1Y'S�..,� r %!cI / 1 , 2317 14:q 104.4 i3 2q.0 17 4 '� _ .8 q.l 6.1 4 4 `7:2 2.6.'^t, 2 ,e,rt'l.� 15 1.61.8 2.3 3.0 59 10.0 13.9 6.6 3.1 Lq 1.2 1.0 'L2 1.6 2.8 5.3 7.4 4.7 2.41 IN " ..G17 RELOCATE. `1'.,/ ).__�` �li 11.3; I'LI� 'L� 24 5.2 116.0 34.8 II 12,5 4.2._...- J. 0 34Y" 20.1 23 0 65 6 54,3 IZ2 q.71^• IJ t L2 1.4 [2 0 $ 0 8 0 31 6 54.CG .3 4 ( 2 I- 1 r- ri T. r _ ( -I1 - 21. 33 r7 2Na 5.5 36.6 ,lR.q 12 5 .5 3 3. t,j 1 L0 r,L2 B.7 �6.q1 241.q 42 9 .3.9 12.11,3 LI.7 7.331.4 75.1 21.0 5.2 - 2':'3- { B r IN / �,,. 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THIS LIGHTING PLAN SPECIFIES LSI LUMINAIRES. ANY DEVIATION FROM THIS PLAN OR USE OF LUMINAIRES OTHER THAN THOSE SPECIFIED BY LIGHTING AFFILIATES, INC. WILL REQ UIRE- SUBMITTAL OF A LIGHTING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 3. THESE CALCULATIONS ARE NOT VALID FOR OWNER OR CITY APPROVAL USING ANY "NON -LIGHTING AFFILIATES, INC. UPRE5ENTED PRODUCT" OR FIXTURE NOT SHOWN ON THIS PLAN. FIXTURES MUST BE PROVIDED BY LIGHTING AFFILIATES, INC. 4. LAYOUT PREPARED BY LIGHTING AFFILIATES, INC. FIXTURE BASE FERIMETEIR LIGHT FIXTURE 5ASE NO SCALE RECEIVED SE° 2 9 2005 CITY Of BROOKLYN CENTER BA BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MIl-NEAPOLIS, MN 55402-1200 TELEPHONE: 612.339. S601 FAX: 612.339.5668 LUTHER BROONDALE DODGE CHRYLSER JEEP BROOKLYN CENTER, MN 2450 Maplewood Drive N. Maplewood, MN 55109 Kyof BrooklynCenterreat place to start. A great place to stay 6301 Shingle Creek Parkway Brooklyn Center, Minnesota 5543 (612)569-3494 SHEET DESCRIPTION C-001 CIVIL TITLE SHEET C-101 EXISTING CONDITION5 PLAN C-102 DEMOLITION PLAN C-103 OVERALL PRELIMINARY 51TE PLAN C-104 OVERALL PRELIMINARY GRADING AND UTILITY PLAN C-105 PRELIMINARY PLAT (NOT ISSUED) C-601 ENLARGED SITE, GRADING, AND UTILITY PLAN (NORTH) C-602 ENLARGED SITE, GRADING, AND UTILITY PLAN (SOUTH) E-101 PRELIMINARY LIGHTING PLAN L-101 PRELIMINARY LANDSCAPE PLAN REVISIONS _ NO. DATE 1 DESCRIPTION CITY SUDMIT'TAL 5EPTEM13ER 28, 2005 LANDFORM MINNEAPOLIS•PHOENIX 610 Find Avenue Nunn. 4647 Nohh 32nd Street, Butler NoM Building, Suite 659 Park Place Building, Suite 125 Minneapolis, MN 554031610 PhseiaXA BM18 Phone 612-2S2b 70 Plane 602-952-9154 F. 612-252-9077 Fae602-952.9155 www.landform.net PROJECT MANAGER REVIEW BY: VJV DATE: SEPT. 28,2005 Sheet Title PRELIMINARY LIGHTING PLAN Sheet Number Scale Date 2S SEPT 2005 E-101 Comm No 5AA05024 Database EI015A241%L6 020� a LANDSCAPE NOTES I. LANDSCAPE CONTRACTOR SHALL VISIT THE 51TE PRIOR TO SUBMITTING A BID TO BECOME FAMILIAR WITH SITE CONDITIONS. THE LANDSCAPE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO ANY DIGGING.. THE LANDSCAPE CONTRACTOR SHALL COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 2. ALL PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE LIST AND THE NUMBER SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. L>ALL SHRUB BEDS SHALL Be EDGED WITH SIX (6) INCH BLACK VINYL EDGING (BLACK DIAMOND OR APPROVED EQUAL). ®ALL TREES NOT PLACED WITHIN A SHRUB PLANTING BED SHALL HAVE A FOUR (4) FOOT DIAMETER SHREDDED HARDWOOD BARK MULCH DISH INSTALLED AROUND THE TREE. NO VINYL EDGING 15 REQUIRED WITH TREES NOT LOCATED IN SHRUB BED AREAS UNLESS OTHERWISE INDICATED. >UTO DISPLAY AREAS TO BE ROCK MULCH; 2-4" GRAY TRAP ROCK OVER FILTER FABRIC, WITH RANDOMLY SPACED 16-24" GRAY TRAP ROCK BOULDERS. ©MULCH TO BE FOUR (4")INCH SHREDDED HARDWOOD BARK MULCH IN ALL SHRUB BED AREAS. >MULCH TO BE THREE (3") INCHES SHREDDED HARDWOOD BARK MULCH IN ALL PERENNIAL BED AREAS. ®SOD ALL TURF AREAS DISTURBED BY CONSTRUCTION. E>ALL DISTURBED AND NEWLY PLANTED AREAS SHALL BE IRRIGATED WITH AN UNDERGROUND IRRIGATION SYSTEM. THE SYSTEM SHALL BE DESIGNED BY THE IRRIGATION CONTRACTOR. THE IRRIGATION CONTRACTOR IS TO SUBMIT SHOP DRAWING OF IRRIGATION DESIGN AND CALCULATIONS FOR FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. IRRIGATION CONTRACTOR IS TO MEET ALL CITY PLUMBING CODES AND REQUIREMENTS. 10. ALL PERENNIALS ARE TO BE SPACED 16" ON CENTER. QUANTITIES LISTED ON PLANT SCHEDULE ARE TOTAL QUANTITIES FOR DESIGN. CONTRACTOR IS TO PLACE PLANTS ACCORDING TO LAYOUT WITH PROPER SPACING. THE AREA INDICATED AND THE SPACING OF PLANTS SHALL GOVERN FINAL QUANTITIES OVER QUANTITY IN PLANT SCHEDULE. 11. PLANTING SOIL FOR BACK FILLING PLANTING PITS SHALL CONSIST OF TOPSOIL TO WHICH HAS BEEN ADDED THREE (3) POUNDS OF COMMERCIAL FERTILIZER AND 1/5 YARD OF PEAT HUMUS PER CUBIC YARD. 12. ALL PERENNIAL BED AREAS ARE TO RECEIVE 18" MINIMUM DEPTH OF PLANTING SOIL PRIOR TO PLANTING. LANDSCAPE CONTRACTOR IS TO COORDINATE WITH GENERAL TO ENSURE THAT DESIGN GRADES ARE MET AS SPECIFIED ON GRADING PLAN. SEE SHEET C3.1 13. THE LANDSCAPE CONTRACTOR 15 TO FOLLOW ALL LANDSCAPE DETAILS AS SHOWN, UNLESS OTHERWISE NOTED ON PLANS. 14. CONTRACTOR IS TO FOLLOW ALL PLANTING INSTRUCTION AND EROSION CONTROL MEASURES FOR THE ESTABLISHMENT OF NATIVE SEED MIXTURE AS SPECIFIED IN MNDOT SEEDING MANUAL 2000. 15. ALL EXISTING DECIDUOUS/CONIFEROUS TREES ARE TO TRIMMED OF DEAD WOOD AND PRUNED TO A NATURAL UNIFORM SHAPE. DENOTES AREA TO BE SODDED PRELIMINARY PLANT SCHEDULE SYMML QUAINT (PTS) COMI'm NAY* 9CENTM NN* PLANTING R00T MATURE COMMENTS SPECIAL 37* CODD. SIZE (SEE NOTES) FEAT RES DECIDUOUS TREES 4 (40 PTS) KENTUCKY COFFEETII GYMNOCI-ADUS DIOICUS 'ESPRESSO' 2.5" CAL. B&B 50H x 40W q 6 FALL_ COLOR • 5 (50 PTS) MAGYAR GINKGO 2.5" CAL. B&B 70H x SOW 4 6 FALL COLOR QNKO BILOBA 'MAGYAR' 7 (70 PTS) AUTUMN SPIRE ACER RUBRUM 2.5" CAL. B&B 40H x 25W 4 6 FALL COLOR MAPLE 'AUTUMN SPIRE' 5 (50 PTS) HERITAGE BETULA 2.5" CAL. B&B 50H x 35W q 6 FALL COLOR BIRCH NICRA 'CULLY' CONIFEROUS TREES q (54 PTS) BLACK - PICEA GLAUCA 6' HT. B&B 35H x 15W 4 6 EVERGREEN HILLS DENSATA SPRUCE ORNAMENTAL TREES 16 (24 PTS) EUONYMUS TREE EUONYMUS ALATUS 1.5" CAL. B&B 20H x I5W 4 6 TREE FORM 15 (22.5) PTS) HIS MAJESTY CORKTREE PHELLODENDRON 5ACHALINENSE 1.5" CAL. 3&8 35H x 25W 4 6 FALL COLOR 'HIS MAJESTY' EVERGREEN SHRUBS 25 (12.5 PTS) ANDORRA COMPACT JUNIPERUS HORIZONTALIS 24" SP 1.5H x 5W 3 6 EVERGREEN JUNIPER 'COMPACTA' Q 12 (6 PT5) TAUNTON YEW TAXU5 X MEDIA 'TAUNTONI' 24" SP 4H x 4W 3 6 EVERGREEN DECIDUOUS SHRUBS O 65 (34 PTS) LITTLE PRINCESS SPIRAEA JAPONICA 12' HT. POT 2H x 3W 3 6 FLOWERING SPIREA "LITTLE PRINCESS' O 3q (Iq.5 PTS) WINTERGREEN BUXUS MICPOP14YLLA 12" HT. POT 2H z 3W 3 6 EVERGREEN LITTLELEAF BOXWOOD 'WINTERGREEN' 0 49 (24.5 PT5) BUSH HONEYSUCKLE DIERVILLA SESSIFOLIA 24" HT. POT 3H x 3W 3 6 FALL COLOR Q 16 (Cl PTS) DWARF BURNING EUONYMUIS ALATUS 24" 147. POT SH x 5W 3 6 FALL COLOR BUSH 'COMPACTUS' PERENNIALS / GRASSES 6q BAMA MUSIC HEMEROCALLIS 'BAMA I GAL. POT 2H x ZW 7 q FLOWERING DAYULY MUSIC • 47 FEATHER CALAMACROSTIS 'KARL I GAL. POT 5H x 2W 7 q ORN. GRASS REED GRASS ACUTIFLORIA FORESTER' BnA BAKER ASSOCI.ATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS, AUN 55402-1200 TELEPHO_%TE: 612.339.8601 FAX: 6I .339.5668 LU1'HER BROOKDALE DODGE CHRYLSER JEEP BROOKLYN CENTER, MN 2450 Maplewood Drive N. Maplewood, MN 55109 City of Brooklyn Center >1 A great place to start. A great place to stay 6301 Shingle Creek Parkway Brooklyn Center, Minnesota 55430 (612)569-3494 SHEET DESCRIPTION C-001 CIVIL TITLE SHEET C-101 EXISTING CONDITIONS PLAN C-102 DEMOLITION PLAN C-103 OVERALL PRELIMINARY SITE PLAN 0-104 OVERALL PRELIMINARY GRADING AND UTILITY PLAN C-105 PRELIMINARY PLAT (NOT ISSUED) C-601 ENLARGED SITE, GRADING, AND UTILITY PLAN (NORTH) C-602 ENLARGED SITE, GRADING, AND UTILITY PLAN (SOUTH) E-101 PRELIMINARY LIGHTING PLAN L-101 PRELIMINARY LANDSCAPE PLAN REVISIONS NO. DATE DESCRIPTION CITY SUBMITTAL SEPTEMDER 2&, 2005 L NDFOiR MINNEAPOLIS•PHOENIX 510 First Axenue North, 4647 North 32M Street, Butler North Building, 6uik 050 Pork Place Building, Suite 125 Mirmeaeolie, MN 55403-1610 Pheenlx,AZ85018 Phone 612-252-9070 Phme 602-952-9154 Fax 612252.9077 Fax 602952-9155 www.landPorri LANDSCAPE REQUIREMENTS REQUIRED FOR RETAIL/SERVICE DEVELOPMENT: 100 POINTS PER ACRE REQUIRED FOR THE FIRST TWO (2) ACRES. 60POINTS PER ACRE REQUIRED FOR EACH ACRE ABOVE TWO (2) ACRES. TOTAL ACRES OF DISTURBANCE = 5.74 ACRES PROJECT MANAGER REVIEW (2 ACRES ® 100 POINTS) + (3.74 ACRES ® 60 POINTS) = 425 POINTS REQUIRED BY: VJV DATE: SEPT. 28, 2005 2.5" CAL. DECIDUOUS = 10 POINTS I hereby mrtiy that this pan wa , or uMer m 1.0" CAL. ORNAMENTAL = 1.5 POINTS detect supenreion, and that d Landscape 5' TALL CONIFEROUS = 6 POINTS A¢hited under the I MINNE 1X& 12" ROUND SHRUBS = 0.5 POINTS® PROVIDED Da n 8 Lanza 21 - 2.5" CAL. DECIDUOUS TREES 210 POINTS (4q%) RegistratonNo."' 09t28t05 q - 6' TALL EVERGREENS 54 POINTS (13%) Signature shown is a 1 of onginal. wet signed RECEIVED op Wthe plan E gineen gCa pany offs s am is avatl bl 1.. 3q - 1.5" ORNAMENTAL TREES 55.5 POINTS (13%) . \ 244 - SHRUBS 105.5 POINTS (25%) S� 2 9 %�Q 425 POINTS (100%) Sheet Title CITY OF BROOKLYN CENTER PREL IM INAR1' B f0 EM DENOTES LIMIT OF DISTURBANCE FOR CALCULATING LANDSCAPE REQUIREMENTS. LANDSCAPE PLAN (LIMIT OF DISTURBANCE IS DEFINED AS THE AREA BEING PERMANENTLY O 5O MOO IMPROVED A7 THIS TIME. OTHER IMPROVEMENTS ARE ONLY TEMPORARY AND SCALE IN FEET LANDSCAPE REQUIREMENTS WILL BE SATISFIED FOR THOSE IN A FUTURE PHASE Sheet Number WHICH IS YET TO BE DETERMINED). Scale Date 28 SEPT 2005 Comm No E3AA05024 L-101 Database 1_10115A24Z)U1G ®2Om5 BA BAKER ASSOCIATES, INC. Srookda le Chryler-Jeep 5uildiARCHITECTS ng Data RCHITECTS Type of Construction 11-5 l5rookdale Chryler-Jeep Occupancy Data o,To O, Office/Parts Addition Office l ,E)01 SF First Floor 2,320 SF Showroom 4,422 SF 150 SOUTH FIFTH STRE ET SUITE 1425 Detailing Bays Addition I,S20 SF Warehouse 12,25� SF MINNEAPOLIS,MN 55402-1200TELEP1 Servlce 3E bays (18,g3-1 SF) FAX: 6I12.33 9.5668339.8601 Total First Floor Additions 4,240 SF Det Bays Tota I SF 42,115 SF / ADDI ON -.192m sq.ft. Office/Parts Addition Luther Brookdale Mezzanine 2,320 SF Chrysler - Jeep Pants Warehouse addition Mezzanine 1120 SF ' 2 ,' Lac Wash Total Mezzanine "Additions 3440 SF � Brooklyn Center, MN Total Additions -iro80 SF Existing Building 34,435 SF ; First door Additions 4,240 SF 8 " New & Existing First Floor 3c5,(-1E) SF Sery ce 12 New Mezzanine Additions 3,440 SF Total wilding SF 42,11 SF '� Sec Break 3 i Room SfiF ~'482 ech 3/ Librar : Office Men Tech me Parts N II Parts Janitor Warehouse nl 1120 s ft qyF_ First Floor Plan N w Parts Mezzanine s Warehouse 1120 sq S Parts Mezzanine Warehouse 386ra sot ft 1% By Brooldyn Center Pianninjcommission Catei�asos Chmn. �gzz Computer Room RECEIVED d ` SEo 2 9 2005 o CITY OF BROOKLYN CENTER cq n ,n Parts Mezzanine Q Warehouse 2320 scl Ft City Submittal 9/29/2005 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 Jonathan D. Baker ADDITION D License No: Sept2005 19289 Mezzanine Floor Plan Nor Sheet Title I116" = 1'-0" General Floor Plan Scale Sheet Number 1/16 = 1'-O' Date 11 Ma 2005 A—1 00 .Comm No 2451 KEY PLAN 0200s BA Tcy�� BAKER ASSOCIATES, INC. q <N"\ ARCHITECTS Office �..M. 150 SOUTH FH+ TH STREET „ SUITE 1425 MINNEAPOLIS, MN 55402-1200 TELEPHONE: 612.339.8601 ,rr FAX: 612.339.5668 Tech Parts Won., Hall c 4 Closet Luther Brookdale Chrysler - Jeep i ! II Tech ,,� �, •.� ! ii Parts :< o Brooklyn Center, MN oilet Room / Hall u Office Office Office Sales Managers Chrysler Showroom Display Vehicle First Floor Plan RECEIVED Sao 2 g 2QQ5 CiTY OF BROOKWYN CENTER ADDiTI City Submittal S/29/2005 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 Jonathan D. Baker !. ate' License No: pt 2005 19289 Sheet Title North Wing Floor Plan a, Scale 3/32' = i'-0• Sheet Number Date IS Aug 2005 A-101 KEY PLAN Comm No 2451 BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET 60, SUITE 1425 MINNEAPOLIS, MN 55402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 Luther Brookdale Chrysler - Jeep `\\ Det Bays AD ION - M20 sq.ft. Brooklyn Center, NIN \ } Exist Roof o ` gpCy 2 Car Wash Exist Roof / / v . 11 Parts Mezzanine ` r.. ., Warehouse 1120 sq \10 \ 4 New O.N. doors `\ \\ g \ b �'•4 New door <' „ and N.M. ` frame w/lock \7 Sery ce 12 <. v"q aye \ t Break Room , 3' Exist Roof Parts Mezzanine Warehouse 3860 sq ft Tech � Po Library Office ' l -% Te arts Men I all Wom New door Parts Warehouse 1120 scl ft and H.M. Janitor frame w/lock closet I � � r r. Tech.. Parts •, RECEIVED ,,r c Roer om CD 2 Q ?00 l , CITY Or EROOKLY1'4 CENTER i GTty Submittal 9/29/20®5 Parts Mezzanine Warehouse an - \ ,' - I hereby cerdty that this plan, specification or report was ' 1050 aq ft `\/ ` � prepared by me or under my direct supervision and that I am a duly licensed ARCHITECT under the laws of the state of MINN - Jonathan D. Baker Parts Warehouse 1800 aq ft ! , at License No: •Q�, apt 2005 19289 Sheet TNe South Wing Floor Plan E Mezzanine Level 4/0 *''� Sheet Number / ,�. Scale 3/32' = 1'-0' Date 18 Aug 2005 A-1 02 KEY PLAN Comm No 2.451 Mezzanine Floor Plan Nm South Wing Floor Plan NQ� ©zm� 3/32 1'-0 F Outline of existing building to be removed Outline of existing \ijne to e remove L Floor Plan I/V = I.-V Ing Out Ine of exis buil ing to be rem ved 5rookda le Dodge Truck Center Building Data Type of Construction 11-5 Existing Building 11,1(04 SF Building to loe Removed -4,240 SF New vestibule addition 241 5F Office 3,053 eF Showroom 5,495 5F Total Sui Id ing SF 8,548 SF BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STR t ET SUITE 1425 MINNEAPOLIS, MN 55402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 Luther Brookdale Dodge Truck Center Brooklyn Center, NM e L ❑ ?. 00 �, g ECEIVED sl= p 2 9 2005 CITY OF BROOKLYN CENTER City Submittal 9/2S/2005 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 Jonatl2n D. Baker Date: icense LNo: 9 pt 2005 19289 Sheet Title Floor Plan Sheet Number Scale _ P-0, Date II Maq 2005 A-103.. Comm No 2451T West Elevation South-West Elevation Fin Flr New preftn mtl cap North Elevation Ii..' = 1 -0. CMU- Painted Addition control Exist OH doors to remain of 5d Beam 1201-11 • FV Exist Mtl cap to remain __�Extst CMU to remain Exist CMU to remain-------. New OH doors � C Exist bldg remain New PM door- Paint New insul Low-E in alum frame BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS, MN 55402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 Luther Brookdale Chrysler Jeep Brooklyn Center, MN 11FOr-Wr-E), SEE 2 9 2005 CITY OF BROOKLYN CENTER City Submittal 9/29/2005 I hereby cerfify 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 Jonathan D. Baker ir- License No: 2 2005 19289 Sheet Title Exterior Elevations Sheet Number Scale tea• I'-0• Date 18 Aug2005 ^ -201 Comm No 2451 f i G pi00o Prefin Mtl Cap Illuminated sign EIFS- Match exist Prefin Mtl Cap ::I g Chrysler Bldg t Mtl cap B7p. ryy 120 4 EIFS - Match exist-- - -------- T g Chrysler Bldg Insul Low-E glazing to Alum frame- Typ �o _l Window head ❑❑❑ / \` ri ❑❑ 6 Chrysler hry Bldg ` ❑ - _L Rockface CMU- Typ Fin FIr West Elevation lass panel overhead \ Insul Low-E glazing In lass panel overhead garage door Alum frame- Typ garage ara a door Insul Lowglazing i❑ ❑❑ ❑❑ ❑❑ ❑❑ n Alum frame- Typ. Rockface ❑❑� CMU- Typ F IN\! ❑ ❑ / ❑❑ Rockface CMU- Typ .:.. :.. ..' >. _ :...:.. Fin Floor South Elevation Insul Low-E glazing in lass panel overhead Alum frame- Typ garage door 1/&' = i'-0' Prefin Mtl Cap Manufactured roof panel Mtl cap EIFS w/rece�ses- Match exist 6 Chry sler Bldg I � + i i I IT I A BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS, MN 55402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 Luther Brookdale Dodge Truck Center I Brooklyn Center, MN am a duly licensed ARCHITECT under the laws of the 12ID' 4' state of MINNESOTA I EIFS - Match exist a Jonathan D. Baker Chrysler Bldg Dat License No: ept 2005 19289 ❑ Window Head i Insul Low-E glazingLl LIE � IIID'-ID' — � sheet rice I in Alum frame- Typ EIFS Match exist o Chrysler Bidg Exterior elevations Insul Spandrel i ❑ DE 11E ❑ / HM dt frame nn door L�LJ _ glazing (diagonal Paint hatching) ® ® ® ® ® / Rockface CMU- Typ Fin Floor Sheet Number 00'-0' — Scale East Elevation Date IS Aug2005 A-202 I 1/8' = I'-0, Comm No 2451T I ! i 120'_4' — IFS- Match exist o Chrysler Bldg — EIFS Recess I 113'-4' — Window Head EIFS- Match exist 110'-0' a Chrysler Bldg ❑ Insul Low-E glazing to Alum frame- Typ Rockface CMU- Typ RoUkf7ce yp. _:.... . •. c� . , _... ... Fin Floor 0ID -ID North Elevation RECEIVED 1/0' = r-ID' SCP 2 9 2005 CITY OF BROOKLYN CENTER Portico Beyond City Submittal S/2S/2005 Prefin Mtl Cap I hereby certify that this plan, specification or report was II, i t Mtl Cap prepared by me or under my direct supervision and that EIFS w/recesses- Match exist f Chrysler Blde C [ I BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH ST REET SUITE 1425 2 -0 40.-0, 2, 0, MINNEAPOLIS, MN 55402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 FREFINISHED METAL FLASHING MEMBRANE ROOFING Luther Brookdale 22'-0' T.0.Mae onry h INSULATION EXIST STL Chrysler Jeep 7 JOISTS METAL FREFINISHED o 0 �- r METAL ? o MEMBRANE ROOFING 20'-0' T. 0. Masonry j, INSULATION EXIST STL JOISTS r-1 Brooklyn Center, MN 0 - EIFS W/ RIGID INSULATION GYPSUM o 0 n SHEATING n EIFS W/ RIGID 4' METAL INSULATION STUDS GYPSUM 44' _0. r SHEATING N fo' METAL STUDS Floor Plan -Trash Enclosure Single score CMU-paint EIFS W/ RIGID Rock faced CMU-paint CONC SLAB INSULATION OVER METAL 6' Stl bollard -paint- — DECK ON STL GYPSUM JOISTS SHEATING Single score CMU-paint MEZZANINE FLOOR II'-2' METAL FURRING _... >.: e REVEAL �? a South Elevation -Trash Enclosure INSULATION W/ 5/83 GYF BD EXISTING BREAK OFF CMU ROCK FACED Single score CMU-paint Single score CMU-paint CMU-FAINTED Rock faced CMU-paint Rock faced CMU-paint 6' Stl bollard -paint a 6' Stl bollard -paint ' EIFS W/ RIGID INSULATION Single score CMU-paint - Single score CMU-paint _ i -�• FREFINISHED FLASHING East Elevation -Trash Enclosure West Elevation -Trash Enclosure ROCK FACED CMU 100'-0' FFE 100'-0' FFE _ vertical 2 x ro cedar on steel —IIIIIII IIIII—=1IIIIII IIIIIIII chaneel frame gates -typical —=III =11i Single score CMU-paint 4' CONG SIDEWALK CONC SLAB 4' GONG SIDEWALK EXISTING CONC Rock faced CMU-palnt OVER CLEAN OVER CIEAN OVER CLEAN SLAB GRANULAR FILL GRANULAR FILL GRANULAR FILL ro, Stl bollard -paint RECEIVED iVED Stl posts -paint Single score GMU-paint SET 2 9 2005 - CITY OF ROOKLYAI CENTER a North Elevation -Trash Enclosure Wall Section at Chryler Jeep Building Wall Section at Dodge Truck Center 1n•=r-0' 1/2•=r-0' Gity Submittal 9/29/2005 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 Jonathan D. Baker - License No: ept2005 19289 SheetTitle Plan, Elevations E Sections Sheet Number Scale As noted Date IS Aut 1 2005 A-301 Comm No 2451